Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutLarge Formatc, GENEF{AL NOTES CODE: --· ·-·-··---------------------------- 2006-IBC LIVE LOADS ____ _ FWOF: VEHICIL SOIL: OTHER: IATERAL Ellldll: FOUNDATION JOO PSF & H20 -S44 (see diagram below) 2' -6" mux SOIL UNIT W[IGIIT ~ 120 PCF JS PCF EQUIVALENT FLUID PRESSURE (EFP)+100 PSF UIIIFORl,,I !OR REIRAINED WALLS + 2' SUFiCI IARGE FOR TRAfFIC LOADS . ··-·-····--···· SOILS REPORT AVAILABLE: NO FIRIA: NUMBER/ DA IE: DESIGN BEAlil!=IG IS 1 ~QQ PSF. ell FOOTING SHALi BEAR 011 UNDISTURBED EARTII OR COMPACTED FILL Alm SHALL FXTEIIT TO FIRM BEe:lllNG WlffN POOR BEARIIJC IS ENCOUNTERlD AT ELEVATIONS SHOWN l,liNIMUM DISTANCE OF BOIICJl:J OF tXllRIOP FOOTING TO EXTERIOR FINISH GRADE SHALL BE EIGHTEEN (18) INCIIES POURED-IN-PLACE CONCRETE . -·-.. ··------- DESIGN CONCFETE F'c = 4,000 PSI IN LIEU OF A 4,000 PSI DESIGN IJIX (BATCH PLANT) THAT MUST BE SUPPLIED TO AND APPROVlD BY THE STRUCTURAL ENGINEER OF RECORD, IT IS ACCEPTABLE TO USE A MiNll,IUIJ OF SIX (6j) SACKS OF CEMENT r•[R CUBIC YARD OF CO,~CRETE AND A W,XIMUII De (Si) GALLONS OF WATER Prn N!flETY-FOUR (94) POLINO SACK OF CtMENT (4,000 PSI MIX), SPECIAL INSPECTION Oi THE CONCRE IE (CYI INDER TESTING) iS REQUIR[D 11•1 EITHFR CASE COl!CRETE Pl10TECTIOII FOR REINFORCING: IJOTTUM OF FOOTINGS: 3" WAIL [XPOSED TO EARTH: 2'' WALL I_XPOSEO TO WEP:THER: 1 · 1 /2" WALL INSIDE FACT: 3/4" SLAEl'.i 3/4'' BEAll'.i MIil COLUlll,S (TO TIES): 1-1 /2" ALL CONCRET[ IN fOOTIIIGS AND W,ALLS, SLABS AND BEMJS SHALL Be POURED IN A MONOLlll:IC POUR UNI ESS SHOWN OTHERWISE OR APPIWVEIJ BY IHE SIRUC !URN ENGIN[ER OF RECORD PRIOR TO PO\JRli~G. ALUI.IINUM C(t·IDUIT AflD ACCESSORIES SHALL NOT GE EMBEDDED IN ANY COl1CREIL REINFORCING STEEL ·-·--·-·-~--·----===------------- DEFORMED BILLll STEEL ASTM A-615. GRADE 60, Is = 24,000 PSI UNI.ESS NOT[D OTHEr<WISE ON THE PLANS LAP ALL SPLICES A MINIMUM OF 40 BAR DIAMETERS. f'IWVIDE ELBOW BARS AT WALL CORNERS AND IN IERSECllUNS TO SPI.ICE HORIZONTAL BARS. PROVIDE IWO #5 BARS ARUUNU ALL OPENINGS WITH A ,\1111,MIIM DIMENSION OF ELEVl'N (11) INCHES OR GREATER IN WALLS AflD SI ABS. EX IENIJ IHl liARS 2'-0" BEYOflD THE OPENINGS OR AS 1--AR AS POSSIBLE AllD !!OOI<. PROV:DE ONE #5 X 4'--0" DIAGONAL BAR AT COR,~ERS ANY WELDED Wlllf l'A8fl!C (WW,) SHALL CONFCl,~M 10 A'iTII 185. WWF SHALi 8E IJ1PPED ONF CROSSWiilE PLUS TWO INCHES (I.E., 8" FOR 6x6 MFSH). REINFORCING l'LACEMENT DRAWINGS SHAii OE PREPARED BY A OUALlflED DETAILER IN fCCORDANCE WllH THE MOST CURl,ENT ACI DETAILING IIIANUAI.. SUBMIT PLACII iG PLANS TO THE STRUCTUR,\L ENGINElR OF RECORD PRIOR TO FABf<ICATiCi{ ANY GRADE 60 STEEL REQUIRING 8fN1JS SHALL BE SHOP BENT ONLY (PREH[i:TING IS REQUIRED). COLD FIEI_D ornDING IS ALLOWED ONLY FOR GRADF 48 llLBAR. Al I_ l,STM A r,1s (GR1\DE 60) REBAR SHALi BE 1//ELDED ,4CCORDING TO THE MOST CURRfl=I I tDITiON OF Tl!E AMfRIC!\11 WELDING SOCIETY (AWS) DI 2.1-75_ "REllffORCINC STE[l WFIDING COUt"_ DAllD APRIL I, 1975. :H_ClflCALLY, [90 EllCTr<OUES SHALL BE USED, A.ND THE BASE METAL SHALL BE PREIIEATED 10 Tl IE TEMF'tRATURE SPECIFIED Iii THE ABOVE l1EFEREHCE. NO W[LU SHALL BE MADE WITHIN SIX (o) BAR DIAld[TERS OF ANY BEND. ALL WELDERS 1,IUST BE "WABO" CERTIFIED. STfilJQT~RAL & MISCELb,1\f'J~Q~~ S~T=EE=L ____ _ STRUCTURA.L STEEL, ASTM A-36, Fb ~ 24,000 PSI. MAXIMUM. AU_ WELDS SHAil BE J/16" MINIMUM CONTINUOUS FILLET WELDS USING Al/IS CLASS E70 ELECTRODES UNLESS OTHERWISE NO llD ALL WELDING SHALL GE PERFORMED UY Wcl!JERS CERTIFIED BY "WAOO" OR EQUAL. ALL FABl<ICATION AND FRECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC "SPECIFICATION FOR TIIE DtSIGN, FABRICATION, ANO EIIECTION OF STRUCTURAL STEEL FOR 61111 O:NGS". SPECIAL INSPECTION REQUIRED FOR: ---------····-·---~- I. ALL COii CRETE WI IERE THE REQUIRED fc EXCEEDS 2500 PSI. 2. REINcORCIHG STFEI. Pl AClcffNT IN FOOTING, WA.LLS ANO SLABS. 3. ANY VflllED CONNECTIONS. 4. ANY li'O/IED CONNECTIONS. MISCELLANE=O=US~---------····---------- CONTRACTOR ':HALL VERIFY AIL DIIJENSIONS AND CONDI IIONS IN THE FIELD. VERIFY THE SIZE AND IOCATION Of. ALL OPENINGS IN THE fLOCJR, ROOf AND WALLS WITH ARQUITECTIJRP:l, MECHANICAL AND ELECTRICAi DRAWINGS. l'ROVIDE TEMPORARY GRACING AS r01_QUIRED UN Ill ALL PERMAflENT CONNECTIOl,S ANU SllflENERS HAVE BEEN INSTALLciJ. DO NOT BACKFILL DETENTION TANK WALI_S UNTIL HOILOW CORE PLANK GROUT /POURED CONCRETE HAS CURED rnR A l,llll!MUM OF 28 DAYS. DO NO I COMPACT THE WALL BACKFILL WITH A OOZU<. !He W[IGHT OF THE DOZER NlAR ll-ll WALL COULD CAUSE THE WALi_ TO CRACK OR FAIL. VECTOR TRUCK LOADINQ __ _ ---·· ·-_ ____ __ I. _______ ~ 731 PSF EFFECIIVl --r-HD DD ·1 '-1· -7' 52,200# ( en -L'::I [JD --_--DD-! __J BO% BASED ON POSffll 10' 6500#GVW \ D 12,800#) r ' ' \ \, F· I / \ ; (" } .~:,_; J ,... \ :j )""" / r-- N -'\.- 91'-11!:i," (INSIDE) ... ---------------- 88' -0" (SET) TO I l1'HEl<ICJR WALL f PANELS @4'~12'-o" 3'-4" 10'-o" 2'-8" 15 PANELS @ i'-0"~50'-0" m CIP :~ /[:J\ I #5@12(TEMP) ~ I© ,13; l_ -@ ___:' J C 3 ........._ 10'-0" / oF-- 0 I ,n 4 5 6 13'-4: 1 -----l---------+-5'x1 o' GRATED ACCESS PANEi. TYP 35 36 37 38 39 40 4 1 42 43 44 7 45 I 9 Pl,NELS @ 4' -0"~/6' -IJ" 8 9 I 0 11 46 47 48 49 ( 6x) J£---------------------------------------"'="------ 1 2 50 13 14 15 16 s 1 s2 53 B -3 . 15"'"'":' I 2' -o' l '-11!:,,' 17 18 ( ...... , ... ---··1, "10'-o" , '· CC:/~ /.///:_",---~- I ®)--+ ~:' m ,_, I I - u ,! / 54 PT PA~,JEL LAYOUT PLAN 7'-6" SQUARE X 12" flG 10 .lli,. f WALL, EXTEND 4' -O" BEYOND ---BOTTOM VAUL I SLOPE SCME: f~l'-0" L _/_1 9 -------f,.,,, S3 I /".., '~lj-,,,"' -497.73 ~ 55 ~6 57 l's,-,I / ,_,,, i--++----~L-~~--+:~~~·---~--~~=·-=-~~~~~~~~~~~--=-·=--~=-~-~=-=-=-=-=-=-=~~~~~~~~~ .. ±-----=-~-=-----=----~~~~~=:-:-~/~ --,,,,_,,,"' ~ ) ~ i -ADD -(8) -#5x20'-o" BOTIOM ----. -----~ ----·--------;.,._, '-..,, "-. •, ',, ". ". "-. I OF 8' -4" WIDE FOOTlflG (THIS /1RE1\ ONIY) L ____ _ \ / (' \ >----"·--·-----·t::=========t=:===============±================- -------- 13' 4" NOTE: etl W1\LLS ARl 10" THICK F'OUNDATION SCALE: f ~ I' O" -, ,, '\) • I "' 6e I 69 ,, ~ / ,,, I /. "'y Ca_ "7 ~· '-,, ,,.,,_ ", ', '-,, "-. ', ", "-. I -,, \. •,. ~ L ' ' -,.,,_ ___.,__ '-.,. O·· '-,,_/ '-, @ ", ',, ", z 0 iii 5 w 0: E 0 u 6 " -" 1 I C 0 : a, ~ -e~ cc: ::, :,~ ....,~ "'~ Q= > o~) CV~ CJ~ '--- c6 r-.. a, N ~~M -w -;;; <t: o :;i: :i: 1 s ..... ..<::: rr, :z ~co "' rr~ O ro u-, Lr\ v, N "' 'Sf ~-- ---- i 0 ~ I g··-~-~-~-L_j (/) _,_J f-<( <C f-w _J 0 o_ 0 f-z <( er::: 0 J--- J:: _J ::J U1 <( > <( z _J 0 Q_ J--- <( z Q) w J---w 0 rf\t·,J ~i,r::t w (/) CX) L() w 0 > co <( Ol I <( J---~ (D . ~ z ~ 0 0 J--- n z N w Ol Ct'.: ~ C::t, () @:\ ~,:., "'~) !11'ij If'\~ ~: v--1 -"-(o_s DR1\FTER: Ronnie DESIGNFR: MPM/Ronnie PRU,J. ENGR./SURV: MPM DATE: 1-12-09 PROJECT NO.: 05294 SHEET S1 OF 3 -·x10' ACCESS GRA.TE RIM = 512.54 24" ACCESS MANHOLE W/BOI 1· LOCKING RING AND COVER 24" A.CCESS MANHOI_E W/BOI T OCKING RING AND COVER 24" ACCESS MA.NHOLE W/BOLT / OCKING. RING ANll COVER 5'x10' ACCESS GRATE lRIM = 512.72 24" ACCESS MANHOLE W/BOL T LOCKING RING l\Nn COVER 24" ACCESS MANilOLE W/BOLT / 1LOCKINC RING AND COVtR RIM = 511.11 5'x1 O' ACCESS CRATE RIM = ~)12.j4 Riel ~ 511.84 RIM = 511.64 <IM = 51111 RIM = 511.16 ------------------ 0.5' FREEE'.OARD 09 .. 30 •d j "' " ' ;_ l .,. .• ' . " '. ' " " ',;;. • ' " • 4 <. .-----· ·-·~-~,-----~-~;_._··-·~·~-~--~-----·~·-----~-----~----~~--f----'-,,'="~---'-1 1,~AX. WATER SUR"ACE ELEV. ~ 508.80 7' cllN I ---~-·-·71-" ------------11 1-·i lj t---c------c-----c-----------,--c-,--- ~---------··---- ----·n----------~--- ' --~--- " t 4" 0 PERF rvc SD ,,, LIVE STORAGE ---------------.......__ 509.3 MP.X. VI/ATEt~ SURFACE EIEV. = 508.60 !~---·---~~ FLOW ES IRICTOR S[E DETAIL SHT CCJ VAULT FTG DRAINS I -LU_ 5cU80 - "" __ ·---------cc_cc=c='=="= -----=~-----··,----'=-:.._~--~~~k~ Of-LIVE" ~J(•p A GE _El rev --5~----···-----~--------~-.···--------··-----··-------···-----··-~-----···---'--·"=·--·-"·' =------------·· --··· __ ··---________ -_____ =-=--=-------···--1 ·-------__ ---··-------------_ -=---·· __ _--·---· ·' · • , , · •· 5' D[AD SI OF1AGL -------- ---·----------------------------------- II:. 501.8 12" IN ( TYP. ). ____ B- BCTTOIA Of" LI VE STORAGE ELEV. = 503.800 D / VA.ULT FOOTI l•I G DRAIN, TYP d SUM,' (flEHl,~O) ; . VAULT SECTIONS 1 #S -,,, __ ,_ ... , HORIZONTAL 8.ARS fOP WALLS WITH A SINGLI CURTAIN OF REINFORCEMENT SHALi BE NFA.R OUTER FACE OF WAI.I. UNLESS OTHERWISE SIIO\Vfl OR NOTED -HORIZONTAL 8ARS FOR W.AU.S WITH A r IJOUBI E CURTAIi, or· REINFORCD,l[NT SHALL 8E PLACED NEAREST FACE OF CONCRETE WALL Ucll.ESS OTHERWISE SHOWN. _L I -- c ___ J C o o , '" 4 ~-.. ",,.,.>--1-#5 1· 0 r'cf-~ _J 0 0 t'LAN ---·-·------ TYP WALL REINF. AT WALL JUNCT. EL. 502 30' - . C ; I ,~ >------,·----,,-----~~ _____ ,.. " . • • ' • ., • y' • 1---~--~-----i',;;;~--~-r-<f-- • , / #4@12"0.C / E.W. EF --;r--:-·-, V ~---- --·--~IL-. -• ., I • EL. 496.4 3' ' ' 502.30- 49 7. 8!}-..___ SECTION A-A __ __/ I . -1--#5 0 4~ 0 ' 0 • ~ 0 0 ' 1., ),~ --_,. .>--1 -#5 ' 0 ' . . ' . ,a· , . ' ' ' -STRIP FTG BOTTOM STEEi . . L 1 ' , 1'-0" 12 .. : . ·.,., .... ~-~- 12 , '... , ~ TO l,!ArCH NIIMGC:R J ~ . . . . . . ;:7·; •" J mo SIZE OF LONG BOTTOM BARS STRIP FTG -- \_ BOTTOIA STEEL SCALE NTS 2 FOOTING STEP AT SUMP SCALE i"=1' " (2) #5 CONT. ·\ 4,, 5 @ 24 o.c. -- \ _LPOUR SICJT @ 2'-0"0 C. '--._ I I ' ' ~) ~ zi= __ fl_ ?--,, . \.> -:J ~-1 V <! I/ .. :C " /1 Q < ·', • ,---z-'Lz··-----z-··. ' . ' '-. ' ' ' " ---~---- • • 2'-0" (i' 1" 3" CONT. GRG. -TYP @ V0'1DS W/ POUR SIOTS 4 Xg / STRIP, EA. SlrJE SEE DETAIL 1 <! " • 1 o" • ,I'-.v -.J 3 -----?i l &2 SHT S3 FUR REINF. ---,--- /l • " • " • q • -colc pg36 colc pg34 DETENTION/ WATER QUALITY STEP SCALE 1 "=1' 7 SECTION SCALE 1 "=1' 8 I J.LOW 501.80 ------ 12" IN ___ JI CJIJQ!,'.L CJt V)'.!\_TER OU A IITY __ E Ll V. __ = -~ 9 8. 8 Cl __ ·-.. __ ________ J _____ _________ ________ __ ________ ______ _ ____ _ I[ 501.5 (TYP )----; -~..... .....:IB..-------------------------------------------r----------- h-----......,---------=~=::...)i'WJJTOM VAULT_ SLOPE = 0.50% ·~-.• BOTTO~! OF WATFV •• ; ' · ' , . , QUALITY ELEV. ••• '--'~--'--~---~~"---'---------~ •• ,4 SECTION B-B #4 x 6' -0" @8"0 C- c;-- W///4 L 1+ r +i@s"o c- (. ) • • • ., ., <J /l #4 @ 12" t..W.U 1 O" WALL FOR GRATED PAflEL ACCESS / (4) #6 CCJIII I /c-d -.. • • ~ 0 I "' I (s) #6 com.---...,•.,__•~-~"• • • • • \---_____ '_____J I 2 .. _0.. I \ \ # -;, _____________ -~--J · \: 's @ 12·0.c. #S @ iO"O C. calc pg11 SECTION BEAM A SCALE 1"=1' 4 1 o" WALL For, GRAT[[) PANEL - ACCESS (OMIT @ SIM SECTIOcl) W/#4lt J+ L1{1J@12"0.c. • • -1 r C.i.f'. SI AB @ Sllv; SECTIOl1 (5) #~'6~C~.0-11T_-_·~~-----''--~~'' +-•--•+-1_ / _ -~ ''c.----h~~ .. v.--0,;-'---,.rl-:r--?.k, I ·• ' • "-·· I L\ I ~ ' ' I ---• .. ----~ I L " L'.,, ,:J • • • ,, .(l ' • • • • • • a w I ----~ -------" ------ (10) #7 CONT.-.r o" I ----· ---------~--------J colc pg19 SECTION BEAM B1 SCALE 111 =1' 9 1 O" WALL FOR GRATED Pfa.NEL ACCESS W/#4 r-t_J+ L +[_+ ]@12"0.c. (5) #6 CONT. • /. • r C.I.P. S1.4G @ / SIM SECTIOfl "' I '.'! • • i ---------~-.--,,..._---.-\-~~~.'-1-------.H ----1 -" i l ~ I 8, 1 --·---~ -------l ----, : . <O I ! • • • • • • .::. • ·+------------~--· ------------'\, (10) //1 CONT.- SECTION BEAM B PT I (8) #6 CONT-' SECTION BEAM A2 3'-4" colc pg13 SCALE 1 "=1' 5 #4 x 6'-o" @12"oc. CJP. '· /; •. e • 11• c;-- -(3) #5 CONT. ,_. I "I I I"' J 1'-0'MIN-{ 2· o" l , • #7 #5 TEMP coic pg29 SCALE 1"=1' 10 498.80 , ,,:. ,e;:,,: I SECTION C-C • • ., ., /! SCALE i"=1' IO" WAIL fOR GRATED PANEL ACCESS (01,IT © Sll,I SECTION) /W/#4[ t J+ L +L+J@12"0.c. I / -{5) #5 CCNT. I • • 1-. ---1 L t-;t=;;t:::. ~rd -;:=;;;t:=. ~. ~ : c; L'. 0 -~ -,,J 0 t l "_1. ~CLL~::·=--=· =-==·=· =·==·=···===·:::':=I=·=\=·~-~-~- I I ;!--· 2'-8" I -{W) #7 CONT. 1 calc pg15 SECTION BEAM C ID" Wt.LL FOR Glst,TEO PANEL ACCESS (OMIT @ SIIA SECTION) (3) //6 CONT.- ,, SCALE 1"=1' / --CJP. SLAB @ SIM SI-CTION I • <;' • I I L __ :Tl • I '"", i ! ~1' I _ I " ~--_! I I ~ ------"-I I ' W/#1C--LJ+L@1roc__;L'i'=2 ~==·s"=~·=':"'..·_ ~-------! I 2·-0" I ,J'l--1 --~,v (5) #o CONL··_J 6 culc µ922 SCALE 1 "=1' 11 -------------~-------~----------------------------'----+-------------------- SECTION BEAM B2 (2) #5 CONT. TOI' -- Pl DE"CK (2) #5 CONT. - 4' -0" (4) #5x ~2 ~. •---' ' ,[/ "· SEE DfT~.11_ I &2 SH 53 i:l)R WALL RFINF. ~ . ~ 0~ ~--+--------------, 6" FIRST STIRRUP ! D" WALL --,t- calc pg3.3 CONG BEAM TO CONG WALL SCALE j"=1' 12 f'T DECI( - ,, 4'-o" ( 4) # S--,;-"i"21 NOT USED PANEL JT ~. 5' -o" -J'--------- (2) #Sx10'-" "(2) #5 CONT. /.'. __ -(2) #5 CONT. (2) -i/5x1 o·-o;· S[[ OtTAII 9/S.5 5·· FOR COL. l<EINF. 1 O"x24" COLUMN ' & 10" CIP WALL < ,--' --+--------"----_"_ calc pg33 (.3) #5 CONT.- #4 X 6' -0" @12"0.C.-- c;-- W/#4 [J+l_@12"0 C--.._ • /i • • -.; 1 O" WALL FOR CRATED PANEL ACCESS (mAIT @ SIM SECTION) • a I ~1---1----,1+-'·~~·---1 -----" ( .: . ,o (8) #6 CONT.--r--;;-.:.L-_•:_•:..._•:..J· ·~1 •;.,,.,..;,,• """'""'•_::;• _J L---------~ --··----·- L to" I -----------------} colc pg24 (3) #5 CONT. #4 X 6'-Q" @12'"0.C.~ c;-- ,. •· . W/#4 LJ +l@12"0.C. (8) #I CONI.- ,., • <t • • . d. • 2' -0" ,ale pg26 SCALE 1 "=1' 15 (3) #5 CONT.-\ 5 ,. -13'-8" PANEL (MiN) #5x6'-o"@24"0C I r--r / ~~ '\ -. . .n--:=.=-;;::.-;:::-=:.-~B~ --"' L. _L, u (4) #6 CONT.--~- PROVIDE (6) 1 ··0 PVC SCrlEO 40, fa.lR VENTS @ 2' -0" 0.C. ALONG LENGTH OF BEA:,I I 1~· • =-=--==-' • ·'---'-·~. ------J (2) #5 cc,r. (7) #7 COIJT. 1 t-o" ---~--------. I 0·-_o·~· 1_0~- 1,1s10E OF WALL coic pg17 SECTION BEAM D SCALE 1"=1' 16 z 0 Vi ~ fr' I " 0 > C 0 i m I ~ I ~ 11 1-- <( __J Q_ 1-- 0::: 0 I U) <( __J Q_ <( DJ I ' ___ I Df,Af IU,: Ronnie DESIGNEr1: MPM/Ronnie PROJ. ENGR./SURV.: MPM DATE: 1-12-09 PROJECT NO.: 05294 SHEET S2 OF 3 SCALE j"=1' 13 SECTION BEAM A1 SCALE 1"=1' 14 SECTION BEAM B3 '-----------------------------'--'---------------------'----'----'-----------------------------~--'------------------------------'----'-----------------------------~-~------------' 2'-0" #5x 6"r--m EA. CELL #3x !I AT 12" o.c. #4 @ 12 VERT EXT. FACE 10" WALL #4x L @ 16" o.c. 6" EA FACE 2x4 COMT. l<EY (WP.) #5 @ 12 SHORT (5) #5 LOMG · 29' -8" DIM 0 0 WALLS 7" ... ~I ,\---'I< 4 / . . . ' <O I (2) #5 CONTINUOS " ELEVATION 510.34 (2) #5 CONTINUOS TOP #4@ 16 EA. FACE #5 @ 9 VERT. INSIDE FACE ELEVATION VARIES #4 @ 12 E.W. TOP & BOTIOM ' ~ A , !~ •!J.._~,-.~ .. ...:..:.tj==::;::;==:.....'-1--,:..:::====~·~·~· ....... ~;-"-' ""::'tj. 'ho l '~ '"~'~._',;,<', d 2'-4" 2' -4" i0 ,· ---------.,/'---------,( calc pg~O it WALL AND FOOTING (2) #5 CONT. IQP #4 @16 EA. FACE 1 O" WALL #4 @12 VERT EXT. F/\CE #4 L ® 16" o.c. 6' (3) #5 CONT. BOTIOM #4 @ 18 SHORT A• • • 4 . •, 1'-o· • • • ' •• tj • 4· • • • 1'-0" , WALL AND FOOTING ELEVATION 510.34 PT SLAB #5 @ 9 VERT. INSIDE FACE 2x4 CONT. KEY (TYP.) #4 @ 12 EW. TOP & BOTIOM . 4 calc pg30 ELEV. VARIE'.i \ 'ho[~' -L A. -- A SLAB\ BEYOND _ _'\_ ---- 2'-0" L@ 12" o.c. -~, .. 2'-0" .• #5 @ 12" o.c. -......_ FOOTING OF ENDWALL SHOWN. SEE 1 /S-3 FOR LONG WALL FOOTING #4 @ 12" o.c. E.W. ELEV. 500.20 4' -0" SQUARE 3 • •• • ' • 4 / ' .. 41'-',-. . . FOR FTG AND WALL SiZE AND REINF. SEE DETAILS 1 & 2 THIS SHEET LONG WALL ALONG A, A' & C, C' SCALE ~"=1'11 SHORT END WALL ALONG 1 & 3 SCALE "=1' 2 SECTION THRU SUMP SCALE "= 1 ' 3 GRATES No. 561U l !~(} !h ~ ~~.\~~JRAME .__~ 8' .. X 4" X 1/;/' aJo 1:~~. Q WF J!! --- GRATE HE j,.r.»E CONCRETE PROD<JCTS II COMPANY j,.__....__,.,._=_.,,.===================--=---''" -c:;::'j 1618 E_ Mi:i'in, P',.;ya!lup, Washington 98372"3142 1i' Phone: (253) 8.l.8-1551 JI F,t:i:: (253) a,rn~029:2 ·--·-·--·------·-~ ·---· ·-----· -·· __ ,, _______ ,.,, -----·---------------·-.. L ,. i-48" PRE-CAST ! MANHOLE FLATTOP SLA3 REINFORCING • :/5 C:, . .,,tormed rsbar -Round Or Rectangular CEJnter, stock i!em. MANHOLE WALL REINFORGINC -Minimum 0.1:20 sq. ln.illneer ft, -Ser;ara!ad Oa.ss .stab, .:i1ock Hom. 8ASE SLAB REINFORCING . o.D 3q. in.Jlin;Hn ft. in Oolh dlrs,oUon, HOLE OR K.O. DIMEMSION/3 -Mexlmun hale s!z.o Is 36" . 8" Minimum otste.nce berwesn holes- . 2" Diameter llttlng ho!es pravirfod. CONFORMS TO: • ASTM c,178 Manhole -ASTM C44::3 Rubber Gasket Joints · Wai.hln1cn State APWA/WSDOT (Standard Spadlcat!ons). · .Si!altli \:n,;iine-erlr,i;i Dep:. !or Reinlon;lng when raquir~d. Typ;;c 200.·1 Seattle i -wmrr s-23a, B-23c ·---·----... ·----- 5610 Grate and Frame Prlc:,n f.0,.8. wlrnln 50 mi:e!I in •r•J;:.k 11.nd iralltt :jlJ.tntlll,1 \\IMfal! ~ccao3lbla Lnd[lr own j,QW!ll. Urolo1u::ir,'J ¢n uni!~ :md~r 12.ano llrn R;,\1,1rned l1'lm• u, subl&c! lo. a 1S".'« i)'llf11rr,Urn :-u11tucll char~~. ?ric11B au!JJ~~r to chsni;iG w11~.cw1 notJ,a, B • 0 I . - 'a I . - Pr!~6 llirt <:tlh1ctl¥! January 1, 1991 SCALE NTS] 51 PRE CAST MANHOLE 3'-4" BEAM B -,----------1~---------1- I I I C.I.P. I ----·-I I I I I I I I I I ___ :~~~~::~~~-----J---~~~--,r 10" ,r ! • PT • • • • I I • -----#3 STIRRUPS @ 4" O.C. THROUGHOUT -----• Ill----13'-5" CLR ~ • • • • • ,,, __ , ----·-·------_,, .. ,. --- ':n • LINE OF 5" DEPTH OF ~ BEARING FOR PT PANELS -----------------------------~...,,._~ 10) #5 VERf @ e·o.c. (10) #5 VERf WALL COLUMN PLAN VIEW COLUMN PLAN VIEW SCALE NTS • ,,., LINE OF 3" DEPTH OF BEARING FOR PT PANELS PROVIDE A PANEL TRANSITION IN BEARING calc pg32 6 I I CIP MANHOLE PLAN 2'-0" MAX. f --.fJ EXTENT OF MANHOLE DIA VARIES , . GROUT DAMS IN CELLS #5 BARsc,::= (I) #51 2, _) J' -o" #4~ 24" DIA. (2)#~~ SCALE "= 1 ' 7 3'-o" 5 ~-- 4 G" ) BOTIOM OF PT PANEL r-""""l"C---C71'"--:,-'!s-, -,- · l s'" L ~ . , -. T PROVIDE 4"x8" HOLES THRU WALL @ 4' -O"o.c. VIEW A (2) #5 CONT. #5 x4' -6' @ 24"0.C. <( 4" POUR SLOT @ 2'-0" 0.C. • • #4x 12fl @ 12"0.c. 4 ' .. I ' 1 o" , .. st.• ' #4 @ 12" E.W., EA. FACE WALL~, ' ' #4 ' . @ 12 E.W. TOP & BOTIOM-• w #4 @ 12 E.W. TOP ~ 0 r ;u . ' 'r . . " . • ;!, . 4 . "' . ' ' 4 a· ~4 . A A • ,<l ~~· ~ . , '" ~ ·"'l' ' ' 2'-~ 0 s;; 4'-2'' SECTION AT GRID B #4 @ 12" E.W., EA. FACE_) DETENTION #4 @ 12 E.W. TOP & BOTIOM- 10" WALL~ ~ ;,; 0 s;; -. .. " . ~ '4 -. 'r . it " . . "' -". . ' .-.. 4 A . " " .. 4 4 . . .. . ~N· . . • A "' . .., "' • ' l 0 r ;u 2'-0" 4' 2'' " , l SECTION AT GRID B, B' 10" ., " , 0 u 1 • I :J " Cl-en "' _, ,. ' () 4 • • 2S ' A ' . . i . . ' .. , g .. . i . : . . 4 . . -' 4 . f "" ,u';)· . • . 4 .. .• "ft ' • , . A . ' "' _, (9) #5 LONG J_/ u ' ") #5 @ 7 SHORT 4'-2" ' " -J 8 4 {f_ WALL AND FOOTING caic pg.31 SCALE "= 1 ' 4 j ' - . ~ WATER QUALITY µ ,. . .. ·,. 2'-0" .. ·1 • • ·-. . 1 _. . . \ 4 4 •• ' :a ,-,.. M A " ,'"'-~ ·" . ,, 1)i" \_ '· v, '"· '5'~y"~ .;'a • C #4 @ 12 EW. TOP & BOTIOM d . . .. . • • ' " ,, I· Ll . ,, t 'o w • • u I :J " Cl-,~i~ en " " • • . <l " . I· ) . 4 . " 4: ,• ,,,._d A 4 . ., 44 ., Col .4 4 . . . .. • .. ' , (9) #5 LONGV #5 @ 7 SHORT 4'-2" ,_ ' 8 -4 " Cf_ WALL AND FOOTING calc pg31A SCALE "= 1 ' 8 5' -0" OR 1 O' -0 GRATE '-GRATE SEE DETAIL 5 THIS SHT. #4 @ 12" E.W. E.F. 1 o" .. .., .. a • ~ .. . % ' --• #5 @ 9" HORIZ. 4 . . ¥ • ; .. #4 @ 16" HORIZ. #4 @ 12" VERT. .. ,Q #5 @ 9" VERT. PT PLANK OR CIP .. +I . ,• .. • ' .. calc pg33 § ~: u ~ E a e~ i @ O'. r :) :s~ ,: ..,~ ,a~ -.... 3::N C., .;:; 0 V,00/'Y') 2 -a, 00 oc.: r6 <l'. 0 ~$"? $ .,..... CV; ..t+Zm Z fO 00 :, C') cc u, c:r~ 0 "' IJ) ::.) IJ) Vl N V> ..--.~~ -----·- -•-. ·--· ----- ~ I 0 g C 0 1--- ~ C • I ~ • I 0 ~- "' 0 I I ' N <::. - U) ...J I-<( <( I-w w _J 0 U) (X) a.. IO • 0 0 ~ I-z (X) <( <( O> a::: 0 I-i!: ~ ...J I :::> <D (/) ~ -~ z ~ ~ <( z 0 _J 0 I") z N w a.. F O> a::: <( z ~ m ~ w 0 DRAFTER: Ronnie DESIGNER: MPM/Ronnle PROJ. ENGR./SURV.: MPM DATE: 1-12-09 PROJECT NO.: 05294 COLUMN PLAN SCALE "=1' 9 SECTION THRU MANHOLE OPENING SCALE "=1' 10 WALL REINF. AT GRATE WHERE CONTACTS WALL SCALE "=1' 11 SHEET S3 oF 3 .. ._ ........ _____________ , _________ ..,;_;;..;;;,,;..;;;;;.;;;...:r._..,;....1........iL-..:.:.:..:.:;;:=....;..:,:=.:.:...;.:...:....;..:.:.....;:;.;.;.;,,.:.;,..:;;,,,.~.:.:..:.=.:..:.:=....;:;;,,,,:;,.:..:..;..:..:,;:..;..;:::,__..:.:.:..:.:;;~---...;...;_.,;;;,;;;;._;:i;,__--1_...i.. _________ ..J, I GENERAL NOTES CODE: 2006-18C LIVE LOADS ------------~ ROOF: VEI IICL[: SOIL: OTHER: 300 PSf & H20 -S44 (see d,ogram below) 2' -6" rnox SOIL UNIT WEIGHT = 120 PCF LATERAL [ARTI I 35 PCF EQUIVALENT FLUID PRESSURE (EFP) 1100 PSf UNIFORM FOR RETRAIIIED WALLS I 2' SURCHARGE FOR TRAFFIC LOADS FOUNDATION -·········-··-------------··-········-----~ SOILS REPORT /s.\/AILABLE: NO FIRM: NUMBER/ DATE: DESIGN BEAr!ING IS 1500 PSF. ALL FOOTING SHALL BEAR ON UIWISTURBED E/,RTII OR COIJPACfED FILL AND SHALL EXTENT TO FIRI, BEARING WIIEN POOR BEARING IS ENCOUNTERED AT ELEVATIONS SHOWN. IIINIMUM DISTANCE OF BOTTOM OF EXTERIOR FOOTING TO EXTERIOR FIIIISH GRADE SHALL BE EIGHTEFN (18) lrlCHES. POURED-IN-PLACE CONCRETE DtSiGN CONCRETE F'c = 4,000 PSI IN LIEU OF A 4,000 PSI DESIGN MIX (BATCH PLAN I) THAr MiiST GE SUPPLIED TO AND APPROVED BY THE SIRUCTUR/1L lNCINffR OF Fit'COIW, 11 IS ACCEPTABLE TO USE A MINll,IUM OF SIX (6)) SACKS OF CEMENT rrn CUBIC Y/\lm OF CONCRETE Mm A MAXIMUM OF (5l) GALLONS OF WATER PER !-!INETY FOUR (94) POUl•ID SACK OF CEMENT (4,000 PSI MIX). SPECI.AL INSPECTION Of-Ii ll CONCRE ll (CYLINDER TESTING) IS REQUIRED IN [ITHER CASE CONCRETE PROIECTION FOR REINFORCING: BOTTOM OF FOOTINGS: WALL EXl"OSED TO EARTH: WAIL EXl 0 0SED TO WEA IHcR WALL 11-nlDE FACE: SLABS: BlAMS I.ND COLUl,INS (TO TIES): 3" 2'' 1-1 /2" 3/4" 3/4" 1-1/2" ALI CONCRETE I~ FOOTINGS /1ND WALLS, SLABS AND BEAl,IS SHAI I BE POURED IN A MONOLITHIC POUR UNLESS SHOWN OTHcRWISE OR APPROVED BY THE STRUCTl,RAL ENGINEER Of RECOfW PRIOR TO POURING. ALUMINUM COllOUIT AND ACCESSORIES SH/\LL NOT BE EMBEDDED IN ANY CONCR[ff. REINFORCING STEEL DEFOl<MEU Bil I El" STEEL ASTI" A-615. GRADE 60, fs = 24,000 PSI UNLESS NOTED OTIIERWISE ON THE PLANS LAP ALL SPUClS A IIINll"UM OF 40 B.AR DIAl,IETERS. PR(NIDE ELBOW BARS AT W.ALL CORNERS AND INTERSECTIOIIS TO SPLICE HORILDNTAL 8ARS. PROVIDE TWO #5 BARS AROUND ALI. OPENINGS WITH A MINIMUM Dll,IENSION OF ELEVEN (11) INCHES OR GREAIEf, IN WALI.S AND SLABS. FXTEND TIIE BAFS 2'-0" BEYOND THE OPEllliiGS OR AS FAR AS POSSIBLE AND HOOK. PiiOVIJE ONE fr5 X 4'-0" DIAGONAL GAR AT CORNERS. AN'/ Wf.LIJED WIRE F/1BfilC (Wl:F) SilALL CONFORM TO ASTM 185. WWF SH~H BE I.AF'PED ONE CROSSWIR[ 0 LUS I WO INCHES (I.E., 8" FOR 6x6 MESH). REINl'ORC:ING PL/,CENIENT DRAWINGS SHAI I BE PRlPAREU BY A QUALIFIED OET/111.rn IN ACCORDANCE WITH THE MOST CURRlN I ACI DETAILIIIG MANUAL. SUBMIT PLACING PLANS TO THE STRUClURAL ENGINEFR OF RECORD PRIOR ro FABR!CATION. ANY GRADE 60 Sllll REQUIRING BENDS SHAll_ OE SIIOP BcNI ONI Y (PRFHEATIIIG IS REQUIRED). COUJ fll1D BENDIIIG IS ALLOWED ONLY FOR GRADE 40 FiEBAR. ALL AS IM A-61o (GRADE 60) REBAR SH1\IJ BE WELDED ACCORUING TO THE MOSI CURREIIT f:DITION OF THE AMtRICAN WELDIIIC SOCIETY (A.WS) 0121-75, "REINFORCING Sl[El WELDING CODE", DATED APRIL 1, "1975. SPECIFICALLY, f.90 tlfCTRODb Sll/1LL BE USED, AND TliE BASE METAL SHALL B[ PREIIEAIED ro THE TEMPERMURE SPECIFIED IN TH[ ABOVE REFERENCF. NO WELD SIi/iLi BE MADE WITHIN SIY (6) BAR DIAMETERS OF ANY BEND. ALL l'/[LDERS MUST BE "WABO" CERTIFIED. STRUCTURAL & MISCELLANEOUS STEEL . __ ,, •.. . . STRUCTURAL Slffl, ASH,I A-36, Fb = 24,000 PSI. MAXIMUlt ALL WELDS SHAii Ht" j/16" MINIMUM CONTINUOUS FIUH WEI.OS USING AWS CLASS EID ll'CIROUb UNLESS OTHERW1SE NOTED. ALL WllDING SHALL BE PERFORMED BY WELDERS CERTIF:FD BY "WABO" OR EQUAL ALL FABRICATION ANO ERECTION SHALL BE IN ACCORDAIICE WI IH THt LAIEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FAGRICATIOII, Ai'ID ERECTION OF SfRIICIIIRAI STEEL FOR BUILDIIIGS". SPECIAL INSPECTION REQUIRED FOR ------. 1. ALL CONCRt:E WHERE THE RU)UIRlD f'c EXCEEDS 2500 PSI. 2. REINFORCING STffL. PIACfMcNT IN FUOIIIIG, WALLS AND SLABS 3. ANY WELDED CONNECTIONS. 4. ANY EPOXIEG CONNECTIOIIS. MISCELLANEOIJ~S _____________ ····--- CONTRACTOR SH/LL VERIFY ~.LL DIMENSIONS AND CONDITIONS IN Tl IE FIELD. VERIFY THE SIZE AND LOCATION OF ALL OPEHINGS IN THE FLOOR, ROOF 1\ND WALLS WITH ARQUITECTUfiAL, MECHANICAL AND ELECTRICAL DRAWIIIGS. PROVIDE Ta!PORARY BRACING AS REUIIIRED UNTIL ALL PERMANEHT CONNECTIONS ANO STIFFENERS IIAVE BEEN INSTAILrn. DO NOT BACKFILi. llFffNflON TANK WALLS UNTIL IIOLLOW CORF PLANK GROU 1/POURCD COIICRUE HAS CURED FOR A MINIMUM OF 28 DAYS. DO NOT COMPACT THE WI.cl GACKFILL WITH A DOZER THE WEIGHT Of TIIE DOZER NEAR THE WALL COULD CA!!SE THE WALL TO CRACK OR FAIL. _VE_CJ_OR __ TR_UGK LOADIN=G'--------- _ ~-731 PSF EFF[CTIVE ~D-DD I 7 52,200# :_DH _DQJ 1 o· -------u 12,800# J 80% BASFD ON POSTED 6500#CVW 13 , '. \ \ \_., / /,\ .\ ,'.'-/ l' 91' 11)'.i," (INSIIJc) 88' -0" (SET) TO ([_ lllffl!IOR WAIL ---- I i3 PANELS @4'~12'-0" 3'-4" ~-------,1L....~1'-------+--,._-------~-----· '/ 1 O' -0" 2'-8" ~'l., m CI P ::--- 1n, I #5@12(TEMP) ~ I© 0:JJL _@...:JC 2 3 5 6 7 10'-o" / ---------------- 15 PANELS @ 4'-ll"=50'-o" 8 9 10 1 I 12 13 1 4 15 16 17 ·---..r 18 I ~'-111:i, ' ! ': 1~: I N - ( --- ' 0 -1 co ,..., jj' .L' ' 0 I :a: I 5'xlCJ' GRATED ACCESS PAN EL, TYcJ 51 52 53 83 --1--{o' #5@12(8)(TEMP) I m {f]Ji/ - {l JS 36 37 38 39 40 41 ----· --·····-------· 7' --6" i .,____ 1-···· ----~- 42 -' 43 45 46 47 48 49 50 0 ,..-.:_ \ @ ,n 7 53 TYFJ (6x) 19 PAIIELS @ 4'-o"~76'-o" _______ .....',=<'. -------a PT PANEL LAYOUT PLAN SCfoLI: t=1'--li" 91' 111:i," (INSIDE) ---··--·----------------· @ 76'-0" 4,____ __ ® --··------------------------------ 54 ----=-i=,--====t====================================±=====================;::;=============f< --~----------2'-0" <D I ---·· ,, ' 1-7 6" SQUARE X 12" clG 10 ...._ __ BOTTOM VAULT SLOPE . ___ I -T -nt;: __::___ ·-· ----------·-·-·----· ··--- I_ co ~ 1---· I ADD (8) #5x20' o" BOHOi.i I OF 8' 4" WIDE FOOTING _--=.@ - ~ IL ..... _-(nis _:EA_Ol~Y) _ ____ -t '+-------_ -_ -_ -_ -_ -_ -1-t -_ -_ -__ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -..::.t=======---=-----~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=--=============:::- L...j ________ _ 1.1'--1" S3 4'-o" 1 )'----,JL.---·--··---- NOll: Alt WP.I.LS ,ARE 10" THICK FOUNDf\TION cc•1 E· 1"-1'-0" -.::, ,/-°',, __ , 8 ~ / 497. 7.3 20 21 22 25 24 25 55 26 56 27 5 "/ 28 58 59 60 61 62 63 I 64 r• .-c:"> 60, 'o,, 66 I 68 V' j , - ~\ "'-.., 5·9 -.. ' -.,,_ -.., .... . 33 , .... --.._ --.._ --.._ --.._ --.._ .... .... ,, ----.. --., -.., I pl) & --() , I ci;' ........ ' () 'I ,;b ' E ~ 0 0 E f E~ " <( a "" V "' ::, I :,~ +,,;;? RS~ ~r-,... <ll N Q~ ;:; 0 V'l (X) M -er, ex, o~ ,;; <I: 0 :::E is: 'f >-$ _,..._ GJ,w -"' M z "'co > ::, c,; "' er~ 0 IC"' Ll"> v, N V, "<I' ~-- ' ----,' fr" 0. <( z 0 (/1 > w fr" ,, a 0 > m 0 ....._ N -i:::. i--------------1 (/) _J 1--<( <( f-w w _J 0 (/) CX) Q_ L() 0 w 0 1--z > CX) <( <( Ol O::'. 0 f-I <( I _J f-3: =i '(D (/) <( . ~ z > ~ 0 <( z 0 f- _J 0 n z N w Q_ f-Ol a:: <( z ~ OJ w f-w 0 DF<AFTEr,: Ronnie DESIGNER: . MPM/Ronnie PROJ ENGi< :/SURV.: MPM DATE: 1-12-09 PROJECT NO.: 05294 SHEET S1 OF 3 r I! 0 'x1 o' ACCESS GR,\ I l Rllvl = 512.'.l'I 24" ACCESS f~ANHOLE W/BOI T 24" ACCESS MANHOLE W/BOI T 24" ACCESS MANHOLE W/EJOL T 5' 1 o' ACCESS GRATE IOCKING RING AND COVlR /Rl;l = 512 72 - 2 11" ACCESS MANHOIJ / W /SOLT LOCKl~IG RING /\!'ID COVER 24" ACCESS lvlANI 10! E W/BOL T LOCKING RiNC AND COVER 5'x1 o· i\CCESS Cf<A TE /R~c. K~NG RING ;\ND .COVER . . . . .. ;10. cK_i_ric; RING AND COVcR ---------------~--~--~1 -.'\12.34·--·--------------------------~IM -511.84 ~,I ' , 0 5·. FREEBOARD ~--1 -,1 ...... /509 jQ /_ RIH = 511.11 RIM = 511.64 ___L_ · -----------·-1r---~-- 1 --------------------- RIM = 51 U 1 Rllvl = 511.16 509.30 ----------------~~,------------------- ' . --------- MAX. WATER SURFACE ELEV. = 508.80 -------------' f ' -------------------------------------------------------------------t------------------------------------' ------------------------------------------------------------------------- BAFF L f --,---- 1' IMX. WATER SURF.~CE Ell\/. = 508.80 -··---'--,---------------·~-~-- ·., ." 4 FLOW ESTRICTOR SE" DETAIL SHT C9 WALL~'---....... 1 4" ¢ PERF PVC SD c,' LIVE STORAGE '---....... 7' MIN VAUL I f I G DR/>11,JS / VAULT FOOTING DRAIN, TYP ------.... . .. ---::_ ____ =,=,,,-,,=--------· ----------------------8.Q IIOH .. OF __ I I llf'_--S_'CJR A GE __ ELDL. --~ ---50 I_ 80 ----------------------------------------.. --_ ---------=--·--=----,=,::------,_,, __ ,. ---::-------·,_::------=---L---1=___~0 j_:8 :~-----------------------,,----____ --------., .. _,-,,,,,-_----_----,,,------------------,,----------------------------------''-'-------------------------------------------------------,="'----------=---------~ t.lOTTOM OF LIVE STORAGE ELEV. = 503.800 --------r ' ,· '·' . ' .. ' 502.3 497.8~ ~- SECTION A-A VAULT SECTIONS I IORILONT1\L BARS FOR WALLS WITH A SINGLE -- CURTAIN OF REiNFORCEMEtff SIIALL GE NE~R OUTER FACE OF WALL UIKESS OTHERWISF SHOWN OR NOTEIJ .-HORIZONTAL BARS FOR WALLS WI IH A DOUB! E CURTAIN Of REIIIFORCEMENT SHALL BE PLJ\CED NF.'RFST FACE OF COHCRETE -~ r - 1--#5 o· ''1/J Vl.sll UNLESS OTI IERWISE SHOWH. 0 a 0 o li "'o 0 ' 0 I 1 -PLAN 1 --#5 1 --#5 1--·#5 0 0 , I . ··-)'} o~~ , 1--#5 31-0 11 F~--' . ' ' . ' . ' ' . -. . ' . ;:·' ' 12 l _ 12 TO MAICI I NUMBER J AND SIZE OF LONG BOTTOM BARS ~-- 3'-0 11 1. ' STRIP FTG BOTTOM STEEL 1'-0" •'; • . . . , . I STRIP FTG 7 LiOTTOM STEEL TYP WALL REINF. AT WALL JUNCT. SCALE NTS 2 FOOTING STltP AT SUMP SCALE i"=1' 3 ,__ _____ _ I------------------ • <! . ,:; EL. 502 30' --~--~,~. ~ ---------·-------. • • • • / 11 / ~4@12"0C. I/ E.W. E.F. r--.y ------- ~~---.,!\_ ____ ----- 0 I 1 • , I El. 496.43' ~ SEE DETAIL 1 &2 SIIT S3 FOr, REINF. --------------7J _,,__--t---,_. -'J J • • <J • cJ • (/ -~----··--"----------lculc pg36 (2) //5 CONT.y 4" #5 @ 24''0 C. 1 e----~_, __ ------j---'-- <} r POUR SLOT @ 2' --0"0 C. ·-------~----+---+------------ \:., L___ -z---o" -• TYP @ VOIDS W/ POUR SLOTS • I • 1(/' • a</-t--,r j"xj" COHT. BRG. STRIP, [A. SIDE colc pg3~ 12" IN IE 501.8 (TYP )~ - s' o l Ao s To 1, Ac F ---6-i,..,.JL:"':..f=I ::'::'o::'::w::_:5210111 J;. 8:go ---___.,..,..-D OF WA ff R OU AL I TY EI FV = ~ 9 8. fJO ------_J _ --------------_ ----------------------=-------------------------------------------------4 ~~: 3 9_::::::2 , IE 5 o1. S ; f ~/)------. SUMP (REHIND) 1:30 I TOlvl ------·------- #4 x 5· -o" @8"o c.~' ~-. ,, . "·-' • • 4 '' ~-BO i IOM 1/t,UL T SI_OPE = 0.50% #4 @ 12" E.W.E.F. --1 O" WALL FOR GRAI ED P1\NU P,CCcSS (4) #6 CONT. .. • • ! . ' :£: 0 I ' . SECTION B-B 1 O" WALL FOR GRATFJJ PAclEL .ACCFSS W/#4 l--L_j+ [+l+J@12"0 C\ (5) #6 CONT. • • SIM SEl:T,ON I C.IP. SIAB @ >-----~-~--~-~----'sc-----------~-+-·-____,·,__,__ L -·-· -1 • n I • • • • ! I 'el 1' I I --·-.---~ -----l --- I (8) #6 CONL---_::•=:=•=::'.:•::::=':=:::::''.::=•==:::J #5 @ 12"0.C. #5 @ 10"0 C. ( 10) #7 COIH. 1 • • • • • • Le j' --4" ~--J --~~L . ...._ _.,s_ % -----------------------------------------------------~ ·. ' BOT IOivl OF WA I u~'----'--:..~--· __ ' c.c'-.J.',J.'~-----'-----· OL.:AUTY El.EV. = ' CD I 498.80 UP. SI AB @ , SECTION C-C • • ., '· • SCALE i"=1' · IO" WALL FOR GRATED PANEL ACCESS (OIAII @ SIM SECIION) W/#1 LLJ+ l 1L1J@12"0.c. -(5) #6 CO~T. "" '"W" \ ).-~.----r----+;;1~i==;:1===~c::;;=';;t==;:---p--==2=::::-'T1 ! I • • .,., • ! ,, l. . . r----- f---/ ' • • • • • I 2· --s" J,_........__ 4 j ' i "-·-J • • • • ---(10) l7 CONT. 1 calc pg11 calc pg13 calc pg15 SECTION BEAM A SCAL-E-1 '-'=-1 '~]_4-:-=-s-=-E-=-C--=-T-I_O-=-N-=-B-=-E-A_M-=.-B_-_-_-:_-_-_-:_-_-_-_-_-_-_-_-_s-c_A-=-L-=-E-=-1-'_'--=-1-,:_s:-=.-=.s-~E-C_T-=.I-O_N-=.-B_E-=-A-=-M-=-C-=--=--=--=--=--=--=--=-~::_s~cA:L:E:1_"-=_1-_' ~~6--l ICJ" WALL FOR GRATED PANEL -'.._ /\.CCESS (OMIT @ SIM SECTIOIJ) '.._ (5) #6 CONT\ • • -C.I.P. SLAG @ SIM SECTIOIJ ' ----~ II • ',.., . 1 : ~I I _., --·--~ ! l ! I - • .!1 I I; ·• ' \ <: ., /j ~ <I ,,.."-_ __:•:__,,,•a...___:•:___s•;,.,,.,___ • • • • • (10) #7 CONT.- colc pg19 PT f (8) #6 CONT.- -#4 x 6'--0" @12"0.C. c:--- 3) #5 CONT. L, -<! !i I 4 I I' I 1'--0" I.IIH. i )L----------- 2' -o" ·---------------~------·-- • #7 L#s TCMP calc pg29 1 O" W1\LL FOR Gli/JED PAHLL ACCESS (OWT @ 511·,1 SECI IOI.I) (3) #6 CONT.- • L <.i ' • ___ ,;L_ - ,; ·1. • • • </ ' . (/ CI.P. SLA~ @ Slf..11 SECTION -... -_J ---,~____,,_ I I I I I • I ---, -------1 a I ' <D I • • • • • W/#4lL_j I{ @12"0 C.__jl+:'.:::=:·· ===SE~::::='.J ---------". J 2'--0 __j (5)//6CONI. - calc pg22 f-D_E_T_E __ NT_I_ON_/ _W_A_TE_R_O_U_A_L_ITY_ST_E_P_S_CA_L_E_1_"-_1 '~7 -+--S_E_CT_IO_N ________ s_c_AL_E_1_"=_1_' ~8-t--_SE_C_T_IO_N BEA_M_B_1 _______ s_c_AL_E_1_"=_1~' _9 _s_E_CT~IO_N_B_EA_M_A_2 ________ sc_A_L_E_1_" _1 ·~1_0-+--__ S_EC_T_IO_N_B_E_A_M_B_2 _____ SCALE 1 "=1' 111 (2) #5 CONT TGI' (2) #5 CCJNI. -- 4'-(/' (4) #Sx 112-~ SEE DETAIL 1 &? SH S.J FOi! WAI.I .. REINI-. IO" WALL -- FIRST STIRRUP PT D[CI( PANEL JT . " • 4 4' -0" (4) #s'xi2l culc pg33 5' -0" (2) #SxlO'--" /, _____ (2) #5 C01~T. (2) #oxi0'-9;' I SEE DET.~11_ 9/S3 FOR COi .. RE.INF. I O"x24'' COLUl1iil " + 1 O" CIP WALL < L! .. -----· calc pg33 (3) #5 CONT. #4 x 6' -o" @1 Z''o.c. c:..' ··-··· • ,,] • 1 O" WALL FOR GRATED PANEL / ACCESS (rn,11r @ SIM SECTIOcl) • • i, • • "' 0 I Vl/#4 LJ+[@12"0C (sJ #6 cofn.---c' _ _,,·==· =·=·::'/ccc·=='·===···'·=·"JI 1-2'--0" j -- ' ,o I (3) #5 CONT. #J X 6' --0" @12"0.C. c---- ,J -~- •• • • W/#4LJ+l@12 0 C ./I/·- (8) #7 CONT.f • /i • • 2'-0" • <i /, • • . , . . --~J • a I ---r ' rn I I ___ J calc pg24 colc pg26 (3) //5 COHT. #5x6'-0"@L4"0.C. • • • f 5" ;· 13' -8" PAHEL (1.1111) _L ~ "a f : -,...;:::'.'.=li,, ==;:. r=:::::.:.,.:;/ " -'}_---'-'k (4) #6 CONT ... /-· PROVIDE (o) i "0 PVC SCHED 40, AIR VENTS @ 2'--0" O.C. ALOH(; LEHGTH Cf BEAM (2) //5 CONF_; (7) ij/ COHl • • • • • • • '-------------" ···------- l 13'--o" TO r IHSIDc OF WACL' 2'-0" calc pg17 SECTION BEAM D SCALE 1 "=1' 16 < z' 0 u'i 5 w °' C 0 -C ru -" n 1-- <( _J Q_ 1-- 0::: 0 I (J) <( _J Q_ <( m DRAFTER: Ronnie DESIGNER: MPM/Ronnie . PRO,J fNGR:./SURV.: MPM ' DATE: 1--"12-09 PROJECT NO.: 05294 SHEET S2 OF 3 1_C_O_N_C __ B_E_A_M_T_O_C_O_N_C_W_A-LL---------'--S-C_A_LE-----;i:--"=-1-,-,---12--+---N-O_T_U_S_E_D ____ ~--S-C-A-LE-i=-"=_1_' .--1-3 +---S-EC-T-IO_N_B_E_A_M_A_1 ______ S_C_A_LE-1 "-=1...,' ~'-1· 4---+--SE_C_T-IO_N_B_E_A_M_B_3 ________ S_C_A~LE 1 "= 1' 15 ~-----------------------------~-~---------------------------~-~-----------" I . I -.-- 2'-o· #5x 6"i-,TI EA. CELL #3x !I AT 12'' o.c. #4 @ 12 VERT EXT. FACE 10" WALL #4x L @ 1o" o.c. 6" EA FACE 2x4 CONT. KEY (TYP.) #5 @ 12 ,;110RT (5) #5 LONG 5 0 • "' ... / • 2'-4" 7" 29' -8" DIM 0 0 WALLS • • <D I (2) #5 CONTINUOS " ELEVATION 510.34 (2) #5 CONTINUOS TOP #4 @ 16 EA. FACE #5 @ 9 VERT. INSIDE FACE ELEVATION VARIES #4 @ 12 E.W. TOP & BOTTOM .i--,,,.-.--'.,...--....... r-','--""1 ---t # • ro • "' 2'-4" colc pg30 it WALL AND FOOTING (2) #5 CONT. IOP #4 @16 EA. FACE 10" WALL #4 @12 VERT EXT. FACE #4 L@ 16" o.c. 6 (3) #5 CONT. BOHOM #4 @ 18 SHORT • 0 I A / • q . 4 ' . ' . • • ;' ·q • .. • • 4 .. 1 '-0" 1'-0" • FINISH GRADE 4 ELEVATION 510.34 PT SLAB #5 @ 9 VERT. INSIDE FACE 2x4 CONT. KEY (TYP.) #4 @ 12 EW. TOP & BOTTOM 'i WALL AND FOOTING calc pg30 LONG WALL ALONG A, A' & C, C' SCALE "=1' 1 SHORT END WALL ALONG 1 & 3 SCALE 3 "=1' 2 ANGLE FRAME No. 561(} "'-...., 8" :i: 4" X 1/•/' B3ll It,~. GRATE 5610 Grate and Frame • • • SCALE NTS II H-4 .. »-»E co,KAET€ PRODUCT~ • COMPANY i E 1618 E. Main, Pwyarluo, W-e.!!ihingicn 96372"3142 '1f Phone; \253\ -~·48-\551 ·Jl F'-a:,::: (253) 845-V292 ,-_,_,_ --· ---· ----· ·---------·· -~--.-----·---·------. ·--· r: CDn-finsd Ot1.sk~1 Join1 1·--48" PRE-CAST 1 , I MANHOLE _j FLATTOP SLAB REINFORCING -:t'::. D::11ormGd rab~r , Rouna Or Reetangu/ar CBntar, stock i\em, MANHOLE WALL REINFORCINf; -Miri.imum 0.12a ~q. in.l!lnear It. -Separated base 5le.b 1 stock Harn. BASE SLAB REINFORCING -0,1S sq, ln./lirntHr II. in both dlrec(lon. HOLE OR K.0, DIMENSIONS -M:a:::lmun hi:ila slz.o Is :.36" • 8" Mlriirn1.Jrn atste.nce betWiH,n f',Olijs. · 2.· Oiameter lilting hola2 pr9.,,idatJ_ CONFORMS TO: • ASH.l C478 Manhole -ASTM C443 Aubbe:r Ga&ket Joints · Washln1,;n Stata APWA!WSDOT (Standard Specllcatlons). • Saal\l-e E11~ina0airlf'IQ" Dept. for Reinforclng when ieql1fred. Type 3ll. I Seattle -WSXJt "B-23a, B-2.3c ?rlQU i=.a.~. ,,,.1u,1n 50 inilai, in 1r1Jc~ ~nd 1r1ll11t 'iUilrllllM 11/Mf"i ~~c&~s:b!,1 untjor owri pow11r. 1.)nlot1.1:J(f)Q (10 unlla undr,r 12.aoa Iba. 'F-l111vrnep lt_lllmlf ~rljl 11.Jtijo,;1· l~ a IS".!"~ minimum ru(l\nck ~h(lrga. Prio~i! autJ1acr to cn~rlQO Wl!hcu1 ~otl.:.11. Prlcll llat ~ll~i::tl'l!I Januar1 1, 1997 5 PRE CAST MANHOLE SCALE NTS 3'-4" BEAM B ,(--------------,' -,---------~1~---------1- 1 I I C.I.P. I ---+----~-I I I I I I I PT I I ___ :~::~::~~~-----1==~--~-~-·--_-,,._1_0·_·__,, ! •Ill--------~ #3 STIRRUPS @ 4" O.C. THROUGHOUT IU 13' -5" CLR I I LINE OF 5" DEPTH OF ""'\ BEARING __ FOR PT PANELS.,._'\~-------.. • --{10) #5 VERT @ ,·o.c. (10) #5 VERT • • • • WAI l COi UMN PLAN YIEW C()_IJ JMN Pl AN VIEW • ,.-, LINE OF 3" DEPTH OF BEARING FOR PT PANELS PROVIDE A PANEL TRANSITION IN BEARING calc pg.32 6 ELEV. VARIES. \ ~ [ !+-'-. _,_' ~_:-___..~::::- . ' 2'-0" 12" o.c. #5 @ 12" 0.C. SLAB\ ~YONO ~ --- FOOTING OF ENDWALL SHOWN. SEE 1/S-3 FOR LONG WALL FOOTING #4 @ 12" o.c. E.W. ELEV. 500.20 4 • . . 4' -0" SQUARE 3 • ' . ; • ,l / ' 4 h .. FOR FTG AND WALL SIZE AND REINF. SEE DETAILS 1 & 2 THIS SHEET SECTION THRU SUMP . 0 I N ' . ---~-,-,-', •--' J. J A ,,,., SCALE "=1' 3 GROUT DAMS IN CELLS #5 BARS (1) #5J2'_JJ'-o" #4E) 24" DIA. -(2) #~~ A 1--~·~~~-~-~~-~-P~:-"'-s'---'"t-'--''-'----''"~ 10 2'-0" CIP MANHOLE PLAN SCALE "=1' 7 3'-o" [\/ .. 5 ~-- 4 G" ) BOTTOM OF PT PANEL J 8'" ~ 4 T. PROVIDE 4"x8" HOLES THRU WALL @ 4' -O"o.c. VIEW A #4 @ 12 E.W. TOP ~ () So y--.. ,;! 4 ex>, . - ,. CA '?!"-._. "' -. • ' () So & ' . (2) #5 CONT. #5 x4' -6' @ 24"0.C. fy • • • .. ' . ' 1 o" WALL~' '</ •• ' 4 ,, . BOTTOM- ' • / 4 • ,, . 'll ' . . <l 4 4 4 4· .. q • .4 "' d .. •• 2'-0" 4 .. (9) • <D ' 'b I N ' ., • #5 #5 @ 7 POUR SLOT @ 2'-0" O.C. 4 #4x 12Jl @ 12"0.C. ,, #4 @ 12" E.W., EA. FACE w #4 @ 12 E.W. TOP 0 ::J []._ <.fl ,,,. . -.. .. / .. ' • . i . . . -~.r.i· ... 4: • '. , .. ,,.· LONG~ SHORT l 4' 2" 4' 2" ' " ' -,.l'-t--------------5~(/_4~W~A~L~L ~A-ccND~F~OO~T'"IN"Gc-----------,11 ct: _, u ~ " ---t -• ' 00 "' _, u • n calc pg.31 SECTION AT GRID B SCALE "=1' 4 Ii #4 @ 12" E.W., EA. FACE_/" ' •, ,-' • • • • #4 @ 12 E.W. TOP & BOTTOM - r_ co d.' ' ' .. - . ~ . . WATER QUALITY 2'-o" ' ,, . " . . ,1 4' 2" t 4'-2" L----..::-=:=------:::s·-"'4':: .. -----------,r , SECTION AT GRID B, B' 1 o" .. - . ;/( -4' .. 4 • ' {f WALL AND FOOTING 5' -o· OR 1 o· -0 GRATE \_ GRATE SEE DETAIL 5 THIS SHT. #4 @ 12" E.W. E.F . #5 @ 9" HORIZ. #5 @ 9" VERT. • • 4 1 o" A •" ·, • 4 .. • .. ii • • calc pg31A SCALE "=1 J #4 @ 16" HORIZ . #4 @ 12" VERT. calc pg33 8 l--------------------------------------------------------------,--ji-----------------------------:::----.--:-1-------------------------------------::---·r-- SCALE 3 "=1' 9 SECTION THRU MANHOLE OPENING SCALE "=1' 10 WALL REINF. AT GRATE WHERE CONTACTS WALL SCALE 3 "=1' 11 COLUMN PLAN 0: ._ < 5 iii 5 "' 0: ~ " 0 > C 0 "' C " ~ " Cl "' 0 ...... N " L._:- I- <( _J 0.. l-a::: 0 I CJ) <( _J 0.. <( CD OY (IJ; ' "' :J V, I ____ .. DRAFTER: Ronnie DESIGNER: MPM/Ronnie PROJ. ENGR./SURV.: MPM DATE: 1-12-09 PROJECT NO.: 05294 SHEET S3 OF 3 I c,. 0 "' m z:_ n 0 D w en > w °' (') "' D N z "' ~ C u " MALHI SHORT PLAT HEARING EXAMINERS DECISION AND CONDITIONS OF APPROVAL PROPOSED SIWRT PLAT REVISED AND RECEIVED OCTOBER 5, 2006 (ATTACHMENT 1) IS GRANTED PRELIMINARY APPROVAL SUBJ[CT TO THE FOLLOWING CONDITIONS OF FINAL APPROVAL: 1. TI-IE PROPOSAL SHALL COMPLY WITH ALL PLATTING PROVISIONS OF KING COUNTY TITLE 19A. THE FINAL SHORT SUBDIVISION l<ECORDING DOCUMFIITS MUST BE PREPARED BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF WASHINGTON. THESE DOCUMENTS SHALL 1:0MPL Y WITI-1 TI-IE CONDITIONS OF APPROVAL LISTED IN THIS LETTER. 2. ALL PEl<',ONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL SHOR! SUBDIVISION. 3. THE FINl,L REVIEW PROCESS MUST BE COMPLETED PRIOR TO THE RECORDING OF THE SHORT SUBDIVISION OR THE SALE OF ANY LOTS CONTAIIJED WITHIN. THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) STRONGLY RECOMMENDS THAI THE FINAL SHORT !'LAT REVIEW PACKAGE BE SUBMITTED TO THE DEPARTMENT AT LEAST ONE YEAR PRIQILIQ. THE EXPIRAilQl'LJLAILIF THE PREUMYflARY APPROVAL l ETTER. 4. ALL UTILITIES WITHIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPIWVED BY THE KING COUNTY COUNCIL PRIOR I CJ FINAL SHORT PLAT RECORDING. 5. PRIOR iO RECORDING, THAT THE FOLLOWING IS REQUIRED PER KCC 19A.08.160: A. DRAlrlAGE FACILITIES AND EROSION CONTROL MEASURES ARE CONSISTENT WITI-1 K.C.C. 9.04.090; B. WAlFR MAINS AND HYDRANTS (IF REQUIRED) ARE INSTALLED AND FIRE ,LOW AVAILAOLE; C. GRAIJING AS NECESSARY SO THAT ALL LOTS ARE ACCESSIBLE BY PASSENGER VEHICLE; D. SPECIFIC SITE IMPROVEMENTS ARE COMPLETED THAT ARE REQUIRED AND CONDITIONED Pf<IOR TO PLAT RECORDING OR REQUIRED TO REMOVE ANY SAFETY HAZARD; 6. 2005 KING COUNT SURFACE WATER DESIGN MANUAL (KCSWDM)-THE PROPOSED SHORT PLAT QilAUFIES FOR FULL DRAINAGE REVIEW AS OUTLINLll IN CHAPTER ONE OF THE SURFACE WATIER DESIGN MANUAL. FINAL SHORT PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH lHL: DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. A PROFESSIONAL CIVIL ENGINEER LICENSED IN THF STATE OF WASHINGTON SHALL PREPARE DRAINAGE PLANS AND A TECHNICAL INFORMATION REPORT AS OUTLINED IN CHAPTER 2 OF THE DRAINAGE MANUAL. THE DRAINAGE PLAN SUBMITTAL SHALL DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE CORE AND SPECIAL REQUIREMENTS. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVCD SHORT PLAT. PllELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL, WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIRf.MENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SUl{FACE WATEI< DESIGN MANUAL (SWUM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. . A. STANDARD PLAN NOTES AND A CONSTRUCTION SEQUENCE AS SPECIFIED IN THE SWDM SHALL BE SHOWN ON THE ENGINEERING PLANS (RLFERENCE SECTION 78). B. AS REQUIRED IN KCSWDM CHAPTER 2, A STORM WATER POLLUTION PREVENTION AND SPILL. (SWPPS) PLAN SHALL BE INCLUDED WITH THL. PROJECT ENGINEERING PLANS. C. TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES (BMP'S) FOR TREATMENT OF STORM WATER, THE FINAL ENGINEERING PLANS AND TECHNICAL INFORMATION REPORT (TIR) SHALL CLEARLY DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE DESIGN STANDARDS. AS DESCRIBED IN CHAPTER 5 OF THE DRAINAGE MANUAL, A SUBDIVISION PROJECT MAY IMPLEMENT THE REQUIRED BMP'S OR DEFER THE BMP REQUIREMENTS UNTIL FUTURE REVIEW OF BUILDING PERMITS. IN EITHER CASE, THE FINAL ENGINEERING PLANS SHAI.L CLEARLY INDICATIE THE APPLICABLE BMP STANDARDS AND REQUIREMENTS FOR IMPLEMENTATION ON THE RECORDED PLAT. ANY PROPOSED CLEARING AND GRADING OF THE SITE SHALL ALSO COMPLY WITH THE SOIL AMENDMENT REQUIREMENTS IN KCC 16.82.100. D. A PROPOSAL TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES FOR DEVELOPMENT OF THE SUBDIVISION ANll TO RECEIVE CREDIT IN SIZING THE FLOW CONTROL FACILITY SHOULD BE INCLUDED WITH THE ENGINEERING SUBMITTAL. THE ENGINEERING PLANS AND TECHNICAL INFORMATION REPORT SHALL PROVIDE ALL REQUIRED DESIGN STANDARDS AND PROCEDURES FOR IMPLEMENli11G THE BMP'S Wl·IEN APPLIED. DURING ENGINEERING REVIEW, THE APPLICANT MAY ALSO CHOOSE ALTERNATIVE DESIGNS FOR BEST MANAGEMENT PRACTICES AS ALLOWED BY THE SWDM. THE FINAL RECORDED PLAT SHALL INCLUDE COVENANTS, EASEMENTS, NOTES, AIID OTHER DETAILS TO IMPLEMENT THE BMP'S FOR SITE DEVELOPMENT WHEN APPLIED. E. STORM WATER FACILITIES SHALL BE DESIGNED USING THE KCRTS CONSERVATION FLOW CONTROL STANDARD. WATER QUALITY FACILITIES SHALL ALSO BE PROVIDED USING THE BASIC PROTECTION MENU. THE SIZE of· THE PROPOSED DRAINAGE TRACTS MAY HAVE TO INCREASE TO ACCOMMODATE THE REQUIRED DETENTION STORAGE VOLUMES AND WATER QUALITY FACILITIES. ALL RUNOFF CONTROL FACILITIES SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO l<ING COUNTY ,,,,'LcSS PORllONS OF THE DRAINAGE TRACT ARE USED FOR RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14.180. F. IF fllE STORM WATIER DESIGN REQUIRES IMPLEMENTATION OF SMALL PROJECT BMP'S, THE FULLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: 'P[RMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CRE.'l.TED'BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMP'S) AND OTHER APPLICABLE DRAINAGE STP.NDARDS AS SPECIFIED IN THE SWDM. AS DETERMINED BY KING COUNTY, THE PERMIT ,1,n;:,LICANT FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITI-1 PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS, AND REV!c':O .A DE<'lARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BMPS. G. CONSISTIENT WITH AUTHORITY AND PROCEDURES OUTIUNED IN CHAPTER 1.4 OF THE SWDM, ADJUSTMENTS TO ANY OF THE ABOVE REQUIREMENTS MAY BE CONSIDERED. ADJUSTMENTS SHALL BE SUBMITTED Tel DOES ON THE APPROPRIATE FORM AND WITH THE MINIMUM FEE DEPOSIT. 7. 1993 KINQ COUNTY ROADS STANDARDS {KCRS)-FINAL SHORT PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE PROVISIONS SET FORTH IN THE 1993 KCRS, INCLUDING ENGINEERING PLANS FOR ALL ROAD IMPROVEMENTS. THE ENGINEERING PLANS SHALL BE PREPARED BY A PROFESSIONAL CIVIL ENGINEER LICENSED IN THE STArE OF WASHINGTON. ODES STRONGLY RECOMMENDS TIIAT THE ENGINE! RING PLANS BE SUBMITTED AT LEAST TWO YEARS PRIOR TO THE EXPIRATIO~ DATIE OF THE PROJECT. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS). THE PROPOSED SHORT SUBDIVISION SHALL COMPLY WITH THE 1993 KING COUNTY ROAD STANDARDS (KCRS) INCLUDING THE FOLLOWING REQUIREMENTS: A. Tflf EXTENT OF IMPROVEMENTS REQUIRES SUBMITTAL OF ENGINEERING PLAN AND PROFILES AND APP~OPRIATE REVIEW FEES. PLANS SH/\I_L BE PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WAS~INGTON AND CONTAIN THE APl'LICABLE ELEMENTS OUTLINED IN KCRS AND/OR THE 2005 SURFACE WATER DESIGN MANUAL (SEE SECTION 2.2.2). PLEASE NOTE THAT THE APPLICANT SHOULD SUBMIT THE PLANS A MINIMUM OF SIX (§.) MONjljS PRIOR TO THE PRELIMINARY APPROVAL EXPIRATION Q.AlL. 8. 116TH AVENUE SE IS CLASSIFIED AS A MINOR ARTERIAL STREET PER THE KCRS SECTION 2.02. URBAN FRONTAGE IMPROVEMENTS CONSISTING OF CURB GUTTER AND SIDEWALK SHALL BE CONSTRUCTED ALONG THE FRONTAGE OF THIS ROAD CONSISTENT WITH A (2/3)(4)(5) LANE ULTIMATE ROAD DESIGN. DIRECT ACCESS TO 116TH AVENUE SE FROM THE ABUTTING LOTS IS PROHIBITED. A NOTE TO THIS EFFECT SHALL BE SHOWN ON THE RECORDED SITE PLAN. C. ADDITIONAL RIGHT-OF-WAY SHALL BE DEDICATED ALONG THE 116TH AVENUE SE FRONTAGE TO PROVIDE 42 FEET FROM CENTERLINE OF ROAD PER KCRS SECTION 2.02K. ADDITIONALLY, A 25-FOOT PROPERTY LINE RADIUS SHALL BE PROVIDED AT THE INTERSECTION WITH THE ON-SITE ROAD. D. THE ON-SITE ROAD AS SHOWN ON THE SITE PLAN SHALL BE CONSTRUCTED TO THE URBAN MINOR ACCESS CLASSIFICATION AND BE DEDICA TIED TO KING COUNTY PER KCRS, SECTION 2.03. E. A PERMANENT CUL-DE-SAC AS SHOWN ON THE SITE PLAN SHALL BE CONSTRUCTED PER THE KCRS SECTION 2.08. THE ROW FOR THE CUL-DE-SAC BULB SHALL BE PLACED WHERE IT CAN PROVIDE A 36-FOOT WIDE STUB TO THE NORTH PROPERTY LINE. THE ROW FOR TIIE CUL-DE-SAC BULB SHALL BE DEDICATED TO KING COUNTY. ADDITIONALLY, A 25-cOOT RADIUS SHALL BE PROVIDED AT THE POINT WHERE THE STUB MEETS THE BULB ROW. F. A ROAD VARIANCE APPLICATION REGARDING INTERSECTION SPACING WAS APPROVED BY KING COUNTY (ATTACHMENT 2) ON JUNE 20TH, 2006 (FILE NO. LD6V0004). THE FINAL ENGINEERING PLANS FOR THE SHORT PLAT SHALL COMPLY WITH ALL CONDITIONS OF APPROVAL FOi< THE ROAD VARIANCE DECISION. G. THf MINIMUM ENTERING SITIE DISTANCE SHALL BE PROVIDED AT THE INTERSECTION OF THE ON-SITE ROAD AND 116TH AVENUE SE PER THE KCRS SECTION 2.13. ADDITIONALLY, STREET ILLUMINATION SHALL BE PROVIDED AT THE NEW INTERSECTION IN ACCORDANCE WITH KCRS, SECTION 5.03. H. MODIFICATIONS TO THE ABOVE ROAD IMPROVEMENT CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS 1.08. ANY REQUEST FOR A ROAD VARIANCE SHALL BE SUBMITTED TO ODES ON THE APPROPRIATE FORM AND WIIH THE MINIMUM FEE DEPOSIT. ENGINEERING DETAILS THAT MAY BE SHOWN ON THE PRELIMINARY SITE PLAN MAY NOT HAVE BEEN REVIEWIED FOR COMPLIANCE WITH KCRS. IF DIFFERENCES EXIST, THE FINAL DESIGN SHALL 3E MODIFIED TO MEET KCRS. J. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS CHAPTER 4. AS NOTED IN SECTION 4.01 F, FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE WIDENING EXISTING ASPHALT. K.. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH THE KCRS SECTION 5.03. '\ L. ; A 10-FOOT WIDE PEDESTRIAN TRACT EXTENDING WIEST FROM THE CUL-DE-SAC TO THE WEST PROPERTY FINE SHALL BE PROVIDED. ,' Tiff LOCATION OF THE PEDESTRIAN TRACT SHALL BE COORDINATED WITI-1 THE GREENWOOD SUBDIVISION. TI-IE PEDESTRIAN TRACT SHALL BE IMPROVED WITH 5-FOOT PAVED SURFACE, LANDSCAPING AND FENCES ON EACH SIDE. M. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS, SECTION 1.06. 8. 8. HEALTII (KCC 13)-THIS PROJECT IS EXEMPT FROM FURTHER KING COUNTY HEATH DEPARTMENT REVIEW. HOWEVER, IF IMPROVEMENTS ARE REQUlf<ED FROM THE SEWER AND/OR THE WATER DISTRICT, THEN VERIFICATION SHALL BE REQUIRED FROM SAID DISTRICT(S) THAT THE IMPROVEMENTS HAVE BEEN BONDED AND/OR INSTALLED, PRIOR TO FINAL RECORDING OF THE SHORT PLAT. 9. BUILDING AND CONSTRUCTION STANDARDS (TITLE 16)-THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF KCC 16.82. 1 o. Elff.J;ODE (KCC 17) SECTION 902 OF THE 1997 EDITION OF UNIFORM FIRE CODE A. DUE TO INADEQUATE FIRE APPARATUS ACCESS AND TI-IE LACK OF HAVING A FIRE HYDRANT LOCATED WITHIN 350 FEET VEHICULAR TRAVEL DISTANCE FROM THE BUILDING ENVELOPE OF EACH LOT, ANY FUTURE RESIDENCES CONSTRUCTED WITHIN THIS SHOD PLAT WILL HAVE TO BE SPRINKLERED (NFPA 130), UNLESS THE REQUIREMENT IS REMOVED BY THE KING COUNTY FIRE MARSHAL OR HIS/HER D[SIGNEE, TO REMOVE TI-IE SPRINKLER REQUIREMENT NO STREET-SIDE PARKING WILL BE PERMITTED WITHIN THE SHORT PLAT (ON TRACT A) AND IT WILL BE NECESSARY TO INSTALL A FIRE HYDRANT WITI-IIN 350 FEET VEHICULAR TRAVEL DISTANCE FROM ALL LOTS. Tiif INTIERNATIONAL FIRE CODE REQUIRES ALL PORTIONS OF THE EXTERIOR WALLS OF RESIDENCES (AT GRADE) TO BE WITHIN 150 FEET (AS A PERSON WOULD WALK VIA AN APPROVED ROUTE AROUND THE BUILDINGS) FROM APPROVED FIRE APPARATUS ACCESS. APf'ROVED ACCESS IS A MINIMUM 20-FOOT WIDE UNOBSTRUCTED DRIVING SURFACE NOT OVER 150 FEET IN LENGTH IF DEAD-END B. PARKING CAN ONLY BE PERMITTED ON ONE SIDE OF THE PRIVATE ROADS WITHIN TI-IE SHORT PLAT. f-': \05294 \dwg\3\plul \Engineerin Plans \Oi -3CVR529'1.DWG 4/20/2009 4: 51: 51 PM PUT C. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KIMG COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN AND FIRE Fl.OW STANDARDS OF CHAPTIER 17.08 OF THE KING COUNTY CODE PRIOR TO FINAL ENGINEERING APPROVAL. 11. DENSITY AND DIMENSIONS (KCC 21A.12)-ALL LOTS SHALL MEET THE DENSITY AND DIMCMSIONS REQUIREMENTS OF THE R-8 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE .APPROVED PRELIMINARY SHORT SUBDIVISION, WHICHEVER IS LARGER. MINOR REVISIONS TO THE SHORT SUBDIVISION, WHICH DO NOT RESULT IN SUBSTAflTIAL CHANGES AND/OR DO NOT CREATIE ADDITIONAL LOTS MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. 12. STREET TREES (KCC 21A.16) -STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER l<GRS 5.03 AND KCC 21A.15.050): A. TREES SHALL BE PLANTED AT A RATE OF Ol·IE TREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTEilSECTIONS. B. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCOl<DANCE WITH DRAWING NO. 5-009 OF TI-IE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTA noN DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF--WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE l.OCATIED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-Of'-WAY LINE. D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AflD MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED Pl.AT. E. THE SPECIES OF TREES SHALL BE APPROVED BY ODES IF LOCATED WITHIN THE RIGHl-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET 108 REVIEW AND APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL. G. THE APPLICANT SHALL CONTACT METRO SERVICE Pl.ANNING AT 684-1622 TO DETErMINE IF 116M SE IS ON A BUS ROUTE. IF IT IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. H. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BON : POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSP :C IED WITHIN TWO YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TllEES ARE FOUND TO BE INSTALLED PER fHE APPROVED PL.AN, A MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAlflTENANCE llOND, AND HELD FOR TWO YEARS. AFTER TWO YEARS, THE MAINTENANCE BOND MAY BE RELEASED AFTER ODES HAS COMPLETED [' SECOND INSPECTION AND DETERMINED THAT TI-IE TREES HAVE BEEN KEPT HEALTHY AND THRIVING. 13. ROAD MITIGATION PAYMENT SYSTEM. -THE APPLICANT OR SUBSEQUENT OWNER SIIALL COMPLY WITH ROAD MITIGATION PAYMENT SYSTEM (MPS), KING COUNTY CODE 14.75, B1 PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE APPLICANT HAS AN OPTION TO EITHER: A. PAY THE MPS FEE AT FINAL SHORT PLAT RECORDING. IF THIS OPTION IS CHOSEN, iH[ FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF SHORT PLAT APPLICATIO~ AND A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.7'5, MITIGATION PAYMENT SYSTEM (MPS) IIAVE BEEN PAID." OR B. PAY THE MPS FEE AT THE TIME OF BUIWING PEl1MIT ISSUANCE. IF THIS OPTION IS :.:IIOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF THE BUILDING PERMIT APPLICATION. I 14. A COMBINED RECREATION AND DRAINAGE FACILITY TRACT IS PROPOSED. THE RECREATl~rl SPACE SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF KCC 21A.14.180 AND KCC 21A.14.190 (I.E., SPORT COURT[S], CHil.JlREN'S PLAY EQUIPMENT, PICNIC TABLE[SJ, BENCHES, ETC.). THE RECREATION SPACE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES, WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL INCLUDE LOCATION, .AREA CALCULATIONS, DIMEN'.;IUNS, LANDSCAPING PER KCC 21 A. 16 AND OTHER GENERAL IMPROVEMENTS. THE APPROVED ENGINEERING PLANS SHALL BE CONSISTENT WITH THE RECREATION PLAN. THE FINAL RECREATION PLAN SHALL BE APPROVED PRIOR TO THE FINAL APPROVAL AND RECORDING. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT 15. A HOMEOWNER'S ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISH,0 TO THE SA--ISFACTION OF DOES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE PEDESTRIAN TRACT AND THE RECREA llON TRACT. 16. SCHOOL IMPACT FEES LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY r;ooE 21A.43, WHICH IMPOSES FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITIO~' OF FINAL APPROVAL, THE TOTAL AMOUNT OF THE SCHOOL IMPACT FEE SHALL BE ASSESSED AND COLLECTED WHEN THE BUILDING PERMIT IS ISSUED USING THE IMPACT FEE IN EFFECT AT THE TIME OF PERMIT APPLICATION. NOTES TO THIS AFFECT SHALL BE SHOWN ON THE FNAL PLAT OTHER CONSIDERATIONS A. PRELIMINARY APPROVAL OF THIS APPLICATION DOES NOT LIMIT THE APPLICANT'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMIT OR LICENSE FROM THE STATE OR ,rn1ER BUT NOT BE LIMITED TO, OBTAINING A FOREST REGULATORY BODY. THIS MAY INCLUDE, PRACTICE PERMIT, AN HPA PERMIT, BUILDING PERMITS, AND OTHER TYPES OF ENTITLl'MENTS AS NECESSITATED BY CIRCUMSTANCES. B. DEVELOPMENT OF THE SUBJECT PROPERTY MAY REQUIRE REGISTRATION WITH THE WASHINGTON STATE DEPARTMENT OF LICENSING, REAL ESTATE DIVISION PROJECT INFORMATION ENGINEER/SURVEYOR: PROPERTY OWNER: APPLICANT / DEVELOPER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: SEWER & WATER; PARCEL ACREAGE: POSTMASTER APPROVAL GEODATUM, INC. 22525 SE 64TH PL #266 ISSAQUAH, WA 98027 ( 425) 637-8083 HARINDER BAPLA 9501 S. 207TH PL KENT, WA 98031 AMERICA~! ASIAN CONSTRUCTION, LLC. 9501 S. 207TH PL KENT, WA 98031 (206) 478-0633 3223059014 ' ' 18311 --116TH AVE SE, RENTON, WA 98058 R-8-SO \, SOOS CREEK UTILITY DISTRICT 47,969 SF (1.1 ACRES) SHEET INDEX ' ' C1 C2 COVER SHEET_\ -_ .- E XI STI Ni TOPOGRAPHY) -•. "• ,c" C3 EROSION CONTROL Pl_AN AND NOTES C4 EROSION CONTROL DETAILS C5 ROAD AND GRADING PLAN C6 STORM DRAINAGE PLAN C7 ROAD PROFILES CS ROAD AND STORM DRAINAGE DETAILS C9 DETENTION VAULT PLAN & DETAILS C10 CHANNELIZATION PLAN Vic in it y Mop ~)CO e = I\ /, ~ I 1" 'J/\ Soils Map Scale 1 " I i\J/ A T Notice Required Contraclor·s shall notify operators who maintain under·ground uti:it.y iir,es in the area of proposed excovalion or· blasting al least two business days, [JLJt not more than ten working days prior to commencement of excavatio:, or demolition in accordance with RCW Title 19. Names and telephone number·s of the operators of underground ulilily lines ir1 this project appenr below These r1urnbers shall also be used to serve in Dn ernergency conoit:ons ,.y; required. ?r,one Sanitary Sewer -···---···---------------- Water District ·--~ . ------ Gus Cor11pany ___ ...... --------·-·--------· --· --- Power Company Cail Before You Dig DIAL--A.-DiG l-800-t\24-5555 Notes 1. The Developer is required lo notify the Land Use Services Division, La.1d Use Inspection Section (206) 296-6042, three dayc, prior to lne begirming of construclion for u preconstruction conference and speciticolly req1Jesl inspection before beginning: A. Installing siltation and erosion control measures 8. Cleoring arid grubbir19 C. Earthwork 0. Installation of any underground ulilily E. Before plucing subbose, base or paving surfaces F. Installation of any forms of' placing any concrete 2. A permit must be obtained from the office of the Resideri t Engineer, Washington State Department of Transportm:ion, before any construci:ior, is started on any existing state route. 3. /\ Hydraulic Prn_iect Approval (llPA) Permit must be obtained from the Washington State Deportment of Fisheries prior lo any work when requirec.J. Bonding lnforn1otion Restorntion Bond Amount $ -----······ Per form once Bond Amount $ Site Plan Approval ,l'\pproval of these plans is for constrnction of roud and dr·Ciinage improvemenls, site drainage & gruding ancJ ternporo;y er·osion cont1-ol in unincorporated King County only. The::.e plcins do not authorize any other uti!ily opprnvat or· irT,p·rovemen Ls propo:::,ed in any State right of way. Site pion approval is void if lhe cornrnerciol buildi(lg permit hos not been obtained or rem:.::v1eu withir1 two years of approval. Subdivision pion approval is void if the final plul is nol recorded prior to the preliminory plot approval expiration. PRO RATA SHARE ASSESSHE~IT NML YSIS (County Use Onl0 Section Tovmship Range Tax Purcel 322,05901 ~ Numbu L 9o14___J 11'-JLJ l .)LJ I 7,N Site Localior1 is ,vilflir, the ______ drainage shed(s) Pro Rato Sr,ore Assessmcril(s) ore: D Required D Not Required from the site due to development tor increased sto,·m water runoff. Peak Runoff Assessmen l Role($ Peok Volume Assessment Rate($ ) per· c.f.s. iricreases.(10 yeur, 2 hour slom1) ) per Ac. Fl. ir,crooses.(2. year, 2 l1our slorm) ACREEMFN rs, PLAN REFERENCES, PERMITS ETC. (To be comp!eted by Consultant) Preliminary r~iat /\pprovol/Permit issued Dote: . 11/9/20013_ Expirolion Dote: _11/9/201.L Other Rc!ated FJe1-rnit Numbers Received: Right -of--Woy Use Permit Grc:Jing Build in g/S lru ctural Other -----~···---·····---------- Board feel of tree removal on site: <100 Cubic yards of material hauled on/off· the site: _1,3_00 C::ldL NO Is this a highly sensitive orea site? (Yes/No): -·· ----·--~-· r-<ote: I! "yes", per SNDM .~ppendix D44 u Highly Sensilive Site Er·os;on Central Supervisor is required. See [SC pion. Date Ernergency 911 ~Joi ice -r-ire-1\ escu e RECOMMENDED FOR APPROVAL (To be completed by King County) Engineer Plan Reviewer Engineer Supervisor ~----------------.. -~--- Traffic & Planning Engineer Sensilive Ar-eos Structural Review Engineer Other ~ King County APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES Dote IZI D LJ 0. .c: ~ '-~ (l_) Q) -+--' C C en 3 ;-: 2 CJ Of- Molly A. Johnson, P.E. Development Engineer f'ROJECT CONTACT INFORMATION (To be completed by Consultcmt) GEODATUM, INC. Nome 425-e31 -8083 Phone 1505 NW MAI.I STREET ISSAQUt,H, WA 9802/ Address ond Zip Code D A Porl<1ership lZl An Individual H,\RINlJlR BN'L.~ 206-478--0633 Nome Phorie 9501 S. 207TH PL KENT, WA 98031 c,,:J D Address ar,d Zip Code v L L Q) 0 ct, >, (I) -ct, C ~ > L L O• Q) ~ L C u VJ 0 w 18] [?j GEODATUM, INC. ·---· Name 150:5 NW MALL STREET ---·---·----·· ·-------- P.ddr·ess and Zip Code 0 A Corporntion lJ A Partnership D An Individual 42::,-837-8083 Pho11e ISSAQUAI I, W/\ 98027 ·--·-·-------····-~- E " u IE a -g "' "' I U) Cl::::: w m 2 ~ z LL.I _J l_L (/) w 0 CJ j E~ ; <( "' :J :,: ..-~ m~ o; o'; cu~ ""' :J V) l- e( ...I a. l-a.: 0 :c U'J - !LI ci d ij ll'! ID () C) CL CJ U) U) r·, ID C) Cl ~J. .... 1 \_ \_ (l) QJ _o D c· c: C \_ ::) ~1 z z >, .~ -+·-' u > Ql ·-, +--' u 0 L <( CL f-F) co 0 CX) I f"-, rr1 CX) I If) (',j -tj- Cl CL <( CL Cl ___ I > CL I_J __ J T () QJ C () C CL L 0 +--' 0 C --v L 0 0 u ~ u QJ ·--. 0 L CL (~ E 0 z "---.-, QJ +--' u QJ ·~ 0 L O_ 0 z +--' C QJ E 0 0 - QJ > GJ 0 Sheet C1 of 11 I ' ' I f- 0 n. ::, o_ '" co .,. m 0 0 N ----- 0 N -----s- " 5 0 S-m N "' C, "' 0 y "' I c, ;!- " C 0 0 ....... __. 10 0 ~--- N I GRAPHIC SCALE 10 20 40 I I I 1 INCH = 20 FT. SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. SE 182ND ST REMOVE/RECONSTRUCT EXISTING FENCE AT /_ ROW UNE AS REQUIRED TO INSTALL NEW 12" _.,,./ i SD OUTFALL. COOROINA TE 111TH PROPERTY . OWNER PRIOR TO BEGINNING CONSTRUCTION TRACT '8' 42' RIGHT OF WAY PROVIDED TO ACCOMOOATE POTENTIAL FUTURE ROAD IMPROVEMENTS 10: 1 ASPHALT TRASl110N ,-- 81 ci I _J "' ' m I~ I ·co I --10' PEDESTRIAN TRACT 927 S.F. END CONCRETE WALKWAY, BEGIN ASPHALT WALKWAY. -------___ :_ n ····i17~04; -"--------0 -----" 9.-,.-,-----------~ __ --=--=-=-=-_<~"2~~6'-_________ ~· ~-s~~ D --~-r=I______ ----9 9'~7 __ / -, ·:o•',J 171.20' 5' BSBL _ ( / /-----~---, , )~ 1l TRACT "A" -~ ---~ -------7 / "-,,._ <'e'-~o LANDSCAPE TRACT ff/ ,, ,:, '--~EDICATED TO KING COUNTY) LOT 7 0 ; "' 1 f ,,. 5,375 S.F. 3,297 S.F. ~ / !J It 1 --.__ ! 0--11. -8 UNIT MAILBOX CBU "=' --.__ \ ') ~ PER U.S. POSTMASTER 1 I / / ..______,._, ,,_'--// P:~~s _sEE DETAIL, THIS SHEET 1 I / ' L=64.51' \o.;,;..eo __ ';;:l_ . . , ~-----~~-~----J ~-/ '~ C ,._ ==~~=~====~~ I I ~ II . .. ------..____:::.,oo r ~i~~;~e· .:,_>. ., ' ·Ii;,,.·,~ --P-,-Ji3. 73 ----------1 "',,,';'-: 1 \ ' ------<!' I -~E~83RD CT. 11+00 ;: I ' ---5• BSBL 1 \\ ----, a. (PUBLIC ROAD) ___ I--____ _ I I '/,'::\,..,--\ ~e. -----181.07' I') I iil I ·o\..,,_ Y -"'· I i I o. o. I '';". \ -::;:--=-=-~7--z-:..:..· ===--======~=--===1F!==r===~ LOT 6 ) < · _..--...-, )?2= 11 i;_ .I_, ~ --~ ~ I Bl 3,967 S.F. ; .,'r '\y0 s,;.i-~. ~ ~ " i"'·oo 55.00' 24.31' -.;::--, ', ''~} ~ N N g I m / "' ·o v " ,1 ----__ _..--/'V io "cs~~ 0 ·' _;s-:s-------~ / I '? \'\;2> ,<v .,-, I \ 4 ~~ 1 I , ,,J,,_c,':l; .c°' -'V l _)cs-1-"''l-9 · ~a 1 r-- 1 10' BSBL -~ l I I I I ,?v~~ r --10'-BSBL -, " '<oJ " I \ ' C J , .._""38. 08' I () V / I :.{l-v I ~ fr~o'io• --~:J5 . / / I 5· BSBL / 4' ' / s'o" L ----·---------/ ~ .,§,,""' II ----------'' / '\O '¢ I I ;,-I _, " (0 • UJ "' I m U) ' I '° I I I I N89 '47'21"E 51 09' >< lo·---_-_-. ·"' I Bsel ----r 5' 8SSL LOT 5 4,715 S.F. ~"' I I -----, I; I. I ~ 12 I cri I "'I w m in iD I~ I ::: 0 1z I I~ I I I :g I I I I I _, I i7l m I in I I I I LOT 4 3,688 SF Bl11 ,w m ~ • I "' co r 15 1z I I I _, I m VJ I m io I I I I I I 5' BSBL LOT 3 3,869 S.F. L---------- I __5· __t!SBL _ L------ 71.31' 55.00' 50.00' SE 186TH ST I 12 1\ii i I '" I ln ,o I io _JI != OJ 0 ~I z '° I I I I I I I I I I I I _, I iJl •!ll I '° I I I LOT 2 4,277 S.F. 5' BSBL 'I 3:: I i(,•::19":3,'f 50.00' I ;,, ,n I • ' U) I ro ' I I ,w 0, _, I a m • "' I "' m, r If) I ~ I I I I I I I I I I I I _, I Bl I"' I'° I I I I I 5' BSBL LOT 1 4,134 S.F. cri I VJ "'I '° I I I I I I 50.00' I I I 12' RIGHT OF WAY DEDICATION TO KING COUNTY PROPOSED STREET TREE _ _, 40' ON CENTER (TYP.) 10: 1 ASPHALT TRASITION BEGIN AT SOUTH SIDE OF DRIVEWAY APPROCH I I \ \ I I I I I ' I I I I I I I I I I I I I I I I I I I I ' ------L/:1 FO'!Jt,JD s'·~: !, :FJ_ . i' I:::! I i_:__J _:___ . ~=--------" I ri t I: ·-· I ... LEGAL DESCRIPTION THE EAST HALF OF TflE NORTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER F SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.; EXCEPT THE WEST 347 FEET THEREOF. BASIS OF BEAR~IN~G~S _________ --~ SECTION BREAKDOWN PER ROS: 8706090587 ACCEPTED THE BEARING OF 114 TH AVENUE SE BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBERANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND Nlf<ON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN SEPTEMBER 2005 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS-BUil T PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. I FULL WIDTH OVERLAY MAYBE REQUIRED PER INSPECTOR. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, 'SAWCUT ANO REPLACE EX. I DRIVEWAY PER 2007 KCRS. CONCRETE TRANSlllON RAMP, SEE KCRS DETAIL 3-014 12' DRIVEWAY CUT PER FIG 3-004 2007 KCRS. I VAULT MAINTENANCE ACCESS PAD 20'x12'x12" DEPTIH COMPACTED 3/4" MINUS W/ BOLLARDS, SEE DETAIL SHEET ce PROPOSED NEW STREET 10t0Q TREE, SEE LANDSCAPE AND RECREATION SPACE PLANS w (SET NEW MONUMENT, TYPICAL 2 PLACES) 10+00 SE 183RD CT.= 22+68.06 116TH AVE. SE EL. 497.1± TRANSITION FROM ROLLED i ~--.--.2:::,._l_ CURB CUL-DE-SAC TO VERTICAL CURB ALONG 116TH AVE SE AT \\1HEELCHAIR RAMP PER KCRS SECTION 4.01F, A 1• FULL 1110TH OVERLAY SHALL BE REQUIRED. APPROPRIATE REPAIRS TO THE EX!~}'NG SUBGRADE BASE MATERIAL, SURFACING ; \ \ \\ \ ANO PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE 01/ERL.;..·;. 7; ;.a OVERLAY MAY BE WAIVED ONL '( upo,, IJ---i------+--+--,---:::::r-WRITTEN REQUEST AND AFTER AN : 0 J EVALUATION OF PAVEMENT CONDrno:-•s 1 ~ 1 AND/OR CHANNELIZATION REQUIREMENTS : N HAVE BEEN COMPLETED ANO APPROVF:D 1 N BY THE COUNTY ROAD ENGINEER OR I DEVELOPMENT ENGINEER. I I I I I I I I I . t. : I . ~i~ -. _____ _L_ _____ J-_ I l ; : -~I I • ' I • I I I I I I I 1: ) I I ' I I I I I I I I I I I I I I I I -' .. " CONCRETE TRANSlllON RAMP, SEE KCRS DETAIL 3-014 ==== 0 lo O :; 0 0 0 ? 0 0 0 0 0 0 0 0 EXPANSION JOll'lT -"'-~._J · .,,,--~CHOR BOLT PATIERN ~ r-._ -/ ~~P~~C-B.U. PEDESfAL . : \'. . ' . . J ' ' c':· ·.. . ~ -·· •'.y ~ •. # SEE NOTE NO. 2 ~----• - \ 1' 6" NOTES: 1. SEE SEC. 5.04. 2. INSTALlATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL SE DONE 8Y U.S. POSTAL SERVICE. J. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 1'-4" 2·-1· ,---------- PLANTING STRIP WIDTH l MIN. 5'-·0" Cl.EAR WIDlH MOUNT ON PEDESTJ\L PROVIDED WITH N,D.C,B.U, UNIT I O TO VARlABLE ,. -------,-EXPANSION JOINT. •• • • ... ~. • ••• • i. •••• •• · ... , .: ... ~ ... -.~ ·.· •· ... ;. .. -~ .. ... -. . . '21•. . . · ........... ~ _.. . . ~ SEE NOTE NO, 2 1'-6" NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MAILBOX INSTALLATION NOTE: KING COUNTY ODES APPROVAL IS r'OR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Revlew Engineer Senior Engineer MOLLY A. JOHNSON, P .E. DEVELOPMENT ENGINEER Completed Date Completed Date APPROVAL Date ---- I ""' ~ "' "". VJ VJ I:' I f-f-z z z w w w ::, ::, ::, ::, ::, ::, 0 0 0 (.) (.) (.) VJ VJ V) w w w 0 0 0 0 0 0 (.) (.) u "' "' "' ----- "' "' lli z 0 ' a, a, "-~ "' 0, --·-- ..-co "' "" I:' VJ f-z z w w ::, ::, I::, ::, 0 0 (.) (.) iV> VJ 'W w 0 0 0 0 (.) (.) "' "' "' "' 0 0 -----' "' U) N ~ ----- 0 -~ ~ - -- <D "'' VJ l-z w ::, ::, 0 u VJ w 0 0 (J "' a, 0 ' "1 ,, N <O 0 0 0 (/) (0 ~ z I-<( __J <( a. w ro ..J (/) a.. __J LO 0 • 0 ~ ~ CX) I-O> 0::: z <( 0 0 ~ ~ 0 I __J (0 • (/) ~ ..... ,z ..... 0 z ..... I- I 0 ..... z t') w ..J N (X) a::: <( 0::: ..... ~ 0 J: DRAFTER: PG/CDM DESIGNER: PG t') '<I" 0 a::: (/) " g PROJ. ENGR./SURV.: CLG DATE: 2-17-09 PROJECT NO.: 05294 SHEET C2 OF 11 c, '" > °' "' UJ w °' v, c c'~ "' ~ _, q (_) z 2 :0 ,-., 0 0 w ,, ,n 0 0 N 0 :L06S0006 "i {,j '" ·-· m 0 0 N '-0 (I'. " " 3 0 "" m N ,n Q. ~ ,n 0 n I n 0 / " C a Q. j N ' GRAPHIC SCALE 10 0 10 20 F-22 I I INCH -20 FT. 40 I '; > L '/ X SILT FENCE, SEE ---XLIL SHEET C4 EROSION AND SEDIMENT CONTROL NOTES Ii. EXISTING SHED TO BE REMOVED 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROP,IJ OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES. RESTRICTORS. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. rnE 11,PLEMENTATION OF THESE ESC PLANS AND rnE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AfJD UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPr,ovED. J. THE HCUNDARIES 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 F AGILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN COllJUNCTION 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 THE 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, RELOCATIOl1 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 WEEl(LY REVIEWS OF THE ESC FACILITIES DURING TIJE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 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 111TH THE APPHOVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. . I PROPOSED FINISH GRADE CONTOURS~ : I i J> ., ·---x ----'X •• . . SILT FENCE · rsEE DETAIL SHEET C4 SEDIMENT TRAP 749SF SURFACE AREA SEE DETAIL SHEET C4 ~------'---502-·----~-~ llEMPORARY CU~VERT 30LF 12" CPEP' S= PR01£!:T NEW CB WITH CB INSERT Ul'ON INSTALLATION (TYPICAL:) ' / I j ' I ) j, IICI L I ' I :! I . ,. j • w (/) • ~I <( I I- (0 T""- ':· T""- ' I I ' llEMF'ORARY INllERCEPTOR SWALE I W/ ROCK CHECK DAM SEE DETAILS SHEET C4 11 !i t . I' I 0 CLEARING LIMITS 0 PROP. LINE SILT FENCE, SEE : t om,.s<m~~ 1, : I ;, ' ' \· i ·'.:.:· ,· 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 SE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHll1 FORTY-EIGHT ( 48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (I) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A 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 THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 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 llEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPI.IED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), Al.I. DISTURBED AREAS SHALL BE REVIEWED TO 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 THOSc AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. THE ODES INSPECTOR CAN REQUll<E SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WAllERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. \( I ; . CONSTRUCTION SEQUENCE 1. 2. 3. 4. 6. 7. 8. 9. CONTRACTOR TO ARRANGE AND ATTEND A PRE-CONSTRUCTION MEETING WITH KING COUNTY ODES. FLAG OR FENCE CLEARING LIMITS. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. INSTALL CATCH BASIN PROTECTION IF REQUIRED. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). GRADE AND STABILIZE CONSTRUCTION SITE. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 10. 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. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. ... 't:r·,.-----· VICINITY MAP SCALE = NTS LEGAL DESCRIPTION LOT 4, BLOCK 2, LAKE UNION HEIGHTS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 70, IN KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF SEATTLE, COUNTY OF KING, STATE OF WASHINGTON PROJECT NARRATIVE THE PROPOSED SITE IS LOCATED EAST OF STATE HIGHWAY WA-515 IN RENTON WASHINGTON. THE SITE IS 1.1 ACRES IN SIZE AND INCLUDES A HOUSE AND DETACHED GARAGE. THE TOPOGRAPHY OF THE STIE AND SURROUNDING PROPERTIES GENTLY SLOPPES TO THE NORTHEAST. SURFICIAL SOILS CONSIST OF SILTY S.ANDY LOAM. THERE ARE NO CRITICAL AREAS ON THE SITE SUCH AS HIGH EROSICN RISK AREAS, WETLANDS, STREAMS, OR STEEP SLOPES (POTENTIAL LANDSLIDE AREA). THE PROPOSED DEVELOPMENT CONSISTS OF A 7-LOT SHORT PLAT, STORMWATER DETENTION/WATER QUALITY FACILITY, CONSTRUCTION OF A NEW RESIDENTii.l STREET AND CUL-DE-SAC WITH SIDEWALK AND LANDSCAPING. A COMBINED STORMWATER DETENTION AND TREATMENT VAULT WILL BE CONSTRUCTED IN THE NOFnHEAST CORNER OF THE SITE. NEW SANITARY, ELECTRICAL, GAS AND STORM DRAIN UTILITIES WILL ALSO BE CONSTRUCTED. NOTE: KING COUNTY DOES APPROVAL IS CONSTRUCTION SWPPP REVIEW REVIEW DATE ON-SITE INSPECTION REVIEW DATE CONSTRUCTION SWPPP REVIEWER FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. -i-: KING COUNTY D.D.E.S. Review Engineer Completed Date Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER ComplGted Di:.tle APPROVAL Date SITE VOLUME CALCULATIONS CUT VOLUME (CU. YDS.) 532 FILL VOLUME (CU. YDS.) 431 NET VOLUME (CU. YDS.) 101 CUT VAULT CUT (CU. YDS.) 1,200 CUT "ALL VOLUMES ARE APPROXIMATE AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. THE VOLUMES DO NOT INCLUDE STRIPPING, STRUCTURAL EXCAVATION, EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE FILL VOLUMES HAVE INCLUDED A 10% TO COMPACTION FACTOR". -f------ I "' a;/. "' "" ~ ~ ~ z z z w w w ::, ::, ::, ::, ::, ::, 0 0 0 u u u (/) (/) (/) (Ll w CJ 0 0 0 0 0 0 u u u " "' " ro °' "' 0 0 0 '-. '-. '-. m m N °', N '-. '-. "' (0 "' z ; (/) f-z w ::, ::, 0 u (/) w 0 0 u "' . ro 0 '-. ro N ', 0 - ----- "' <D "" "" (/) (/) f-f-z z w w ::, ::, ::, ::, 0 0 u u (/) (/) w w 0 0 0 0 u u "' "' ------------ ro 0 m '-. 0 "' '-. N -~I '-. ;: - co 0 0 0 U) co 0 ~ <( _J CL z 0 I-z ~ w 0::: CL I-z < 0 w co _J F U) LO a.. => • 0 j, ~ co I-0' <( en a::: CL ~ 0 0::: i!: I ~ co ~ (/) .,.... z <( .,.... ~ 3: :::E .,.... z I .,.... _J 0::: I"") w < ~ tO a::: .,.... ~ U) z 0 F 0 => ~ U) z 0 0 DRAFTER: PG/CDM DESIGNER: • PG I"") '<I" 0 a::: U) t--g PROJ. ENGR./SURV.: CLG DATE: 2-17-09 PROJECT NO.: 05294 SHEET C3 OF 11 C, w > CY w VI ,,, (L u, C' T " ri' Li 7 " Ill) C' "' D 0 w Cl ,n 0 0 N Q L06S0006 I 0 u. 2 Cl m 0 0 N --0 N ',,, u. " ' c_ AS PlR KINC cournY ROAD STANDARrJS, DRIVEWAYS CHALL El[ PAVED TO TIIE EDGI:: OF R--0-W l'RIOR TO INSTALI_ATION OF THE CONSTRUCTIUN ENTRANCE TO AVOID D/,.MAGING 01' THE RO/\DW/l.Y I I IS RECOMl·,ffNDED THAT THE ENTRANCE BE CROWNED SO THAT RUNO:-F DRi'dl'iS OFF THE PM) _TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS - JOINTS IN flLTER f A8RIC SHA.LL RE SPLICED AT POSTS. USE STAPLFS, WIRF RINGS, OR EQUIVALENT [() All!1CH fA.tlf,IC TO POSTS. / ; . - 2"x2" 13Y 14 Go. w1r,l 01, IVALUH, If-STANDARD EOLJ STF: lNG rH fABRIC USED·---._ ....._ ' ' flLTEf< FABRIC ----1-.. ~ T ' ' .. 1 + --1 -I, ' .. --,--1 ·--_ ,111 jll!j 111 111 ~m-"i 11~1111!!111l"'i I i'"m:-11 U I IJ 11 J 1111,C:: 111: c:IIH -11,........!111-111 ,,,-,.,-,,.-,,,-111._111=,11=111 ]11-11 '· .. _ -----··--··------------------------- LI -r' lv1 AX. 0 ~----. . _M_ 11~ I lv1 U lv1 .,/""/ 4"v4" TRENCH / POST SPACING lvlAY BE TO 8' IF WiRE BACKING INCklASl=_l) IS USED BACKFILL TRtNCH Wllf-:i "'"\, NATIVE SOli CIR 3/7"-,_,,»--- .'. <ASHED GRAVEL J \, 2"x4" WOOD POSTS, STFEL FENCE P(JSTS, RFRAR, Oil l:QUIVALENT NOTE: Fl'TER FABRIC fTNCES SI IALL BE INS IALLt:D /\LONG CONTOUR WHF,'-IEVER POSSIBLE SILT_fENCE DETAIL_ NTS SILT FENCE NOTES: 1. SEE ADJACENT DETAIi 30-100 SIEVE SIZE FOR SILT FILI~ 2. TH[ GEOTEXTIIE USED l~UST MFFT T; IE cOLLOV/INC MlN -1 z :::, N AOS (/I.SIM D-4/51) WATER PERMITTIVITY (ASFM D-~~91) .'i0-100 SIEVE SIZE FOR OTHER FABRICS 0.02 S[C GRAB IENSILE SIREl·JGTH (AS1lv1 D-46.o2) CRAB iENSILE ELONGA.TIO~I (ASTlv1 D-4632) ULTRAVIOLET RESISTANCE (,t,STM D-~355) 180 LllS Mll'i. FOR EX ,l,A STRENGTH FABl,IC 100 LBS PER MINUTE '~TANDARD STRENC IH FAtrnlC 30% l-AAX. A COl"Y OF THE MANUFACTURERS' FAB!llC SPEClflCA IIONS MUST BE AI/AIIABLE ONSITE 3. STANDARD Sll<ENGTH FAflRIC REQUIRES WIRE BACKING TO INCRU\SE IHE SIRENGTH OF lHE FENCE. WIRE RACKltJG OR CLOSER f'OST SPACING MAY 1:3[ REOUIRUJ fOR C:XTRA STRFNCTH FABRIC + FIC:cD PERfOl,MANCE WAFmAN IS A STRONGER FFllCE. 4. WHERI:_ lHE FENCE IS INSTAUHJ, ll1E SI.OPE GH.\LL BE NO SIEFPER THA.N 21-i: 1 V. /--CATCH BASIN ~GRATE / // ~11=1_!~_1 c,,LLL_I ·~·::~~I ~,;-··__[_]r1c-m1nL_1_, ~()LI DC' -I: : -11 11 A11 J jr -1 , I I= FILT[R MEDIA --11= II FOR DEWATERING :;::)l----. i 11::c 11--""I I :Ill roRous 1Jor1rn~/ 111--11~ ~ :::111 111= 11 _JI IN SF"'T N OTE:S: --··--··-·--·-·-... -----·· ----- ~IOTE: THIS DETAIL IS ONLY SCI !FlvlA TIC. ANY I fl SERT IS .Al.LOWED THAT 111\S .A MIN. 0.5 C.F. OF STOR/1.GE, TIIE MEANS TO lJEWAffR THE STORED SFDllvlENT, ~.N OVERFLOW, AND CAN BE EASILY MA.l~ITAINFfJ. 1) ANY ACCUMUI ... ATED SElJIMErH Oi-l OR /\ROUND THF Fll.TER FAtlRIC PROTECTION SH/\1.I_ BE REMOl/[ll !MMffJIATEL Y. SEDIMENT SHALL NOT BE REMOVED WITH WATEI,, AND ALL SEDllvlf<'H MUSI-llE DISr'OSED Of-AS FIi i OI-J SITE OR HAULED Of~f SI IE. 2) ANY ScDIMENT IN THE CATCII llASIN INSERT SHALL BE RDJOI/ED WI IEN TrlE SEDIMD'iT HAS FILLED ONE-IHlf<'J Of THE /1,V.AILABLF STORAGE. ,3) THE FILTER lvlEDIA IOR THE l~ISLR1 SIIALL BE CLENJED OR RcPLAC>JJ AT LEAST MONTHLY CATCH BASIN INSERT CROSS--SECTION NTS SE 1 / 4-, NE 1 / 4 , SEC 3 2, TWN 2 3 N, R GE 5 E, W. M. ~95.0 SURFACL /\REI\ DETERMINElJ AT TOP OF 1//EIF! 1-4' Ml~I. EL ~ 498.50± 1' Ml!'-1. a t 3.5'-5' 3H: 1 \/ MAX. ,•:; i-',·.:.: : _ _-::: I :;' Ml~I. t FU\ T B0TT01v1 "------------~------------"---~ I 3/4"--1.5" Rll'RAP ROCK 2"-4" WASI llD GRI\\/EL ~IOT'.:: TRAP MAY BE FORMED BY BERM or, BY PAR Tl AL OR COlv!PLETE EXC,\ I/ i\ llON SEDIMENT TR,11,P NTS GEOTEXTli E DISCHARGE TO STABII IZED CONVEYANCE, OUTLEI O,~ LEVEL SPREADER 2: 1 MAX. SLOPE . , LEVEL 8iJTTOlvl _ ~ Tll=ffiw 1 -__:i /,/'Tif 111 r I le rrrill1 1 fUl~c;Ll 1 ·"-1 1 ,~ - '.:"c:111-nf='"fr~'I Ti:--' 1 ,_, .. Ill 111=11 1--' I f I ~ I 1-SVIAL[ SP.~CING Dl:PFNDS O~i SLOPE GRl'IDIENT lv!AINTl:NAtJCF STAt!DARDS: 1. DAMAGE Rf"SUUl~IG FFWM IWMJIF OR CCJN'.iTRIJCTIO~ f,CTiVITY SHALL flF PEI-JAlf~ED ltv1i\1EDIATEL.Y. 2. IF THE FACIUTIES DO ~JOT REGUL.ARLY RETAIN STORM RUNOFF. Tl IE CAP.A.CITY AND/OR rr?EOUENCY OF THE IJli<i:_S/SWI\I_ES SHALL BE INCRf:ASED. --- INTERCEF'TOR SWALE i,rs----- ROCK IAUST CO~IP:_ETEI Y COi/Li, THE -----B0TT0cv1 AND SID[S OF Tl IE DITCH CHECK DAM CROSS SECTION NTS 2: 1 S! OPES I ~ THE DiSTANCE SUCH TIIAT f'O!~ITS A AND fl ARE OI EQUAL ETEVATIDl'1 CHECK DAM DETAIL NTS MAINTENANCE OF SILTATION BARRIERS: 1. SILTATION BN-'RlffsS SHALL BE INSPECIED IM,1[01AT[LY AFTff< EACH IJAINFALL AND A I LEAS I IJAIL Y DURING PROLOi-,GED RAINFALL. CI_OSF ATTENTION SHALL BE PAID TO THE REPAIR Of-DAMAGED BALES, END RUNS fa.NLJ UNDERCUTTll'iG BEfll::Alll BALES. ~:ECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OI-BALES SHAU_ BE faCCOMPLiSI IED f-'l,OiMP IL Y SEDIMENT DEPOSITS SHOULD BE RFMOI/ED AFTER EACH RAINFALL. THEY liUST BE RElvlOI/ED WHEN THE LEVEL OF DEPOSITION l'<EACI-IES Al"f'ROXlfAATEL Y ONE-HALI' THE HEIGHT OF THE BARRIER. ANY SEDIMENT DtPOSITS RElvlAINiNG IN PI_ACE AFTER THE STRAW BM E BARF<WR IS NO LONGER REQUil,ED SHALL BE DRESSED TO CO~IFORM TO THE FXISTING GRADE, PREPARED AND SEEDED. NOTES: 1. FENCING SIIALL BE INSTALLED AS NECESSARY TO RESTRICT TRAfTIC 10 lllf CONSTRUCTION ~NTRANCE. 2. WHENEVER POSSIBLE. Tl IE ENlnM,CE SI IALL BE CONSTRUCTED ON A FIRlvl, COlvlf'/\CTED SUOGRADE. Tl IIS CAN SUBSTANTIALLY INCRl::ASl 1HE EFFECTIVENESS OF THE PA.D A,~D RFDLJCF Ill[ NEC:D rOI, lvlAINTEN/\l~CE. ,3. INSTAU,\TICJN: THE AREA OF THE E~ITRfa.NCE \3110ULD IJI:: CLEA.RED OF /,LL VEGFTfa.TION, ROOTS, Al~D OTIIER OBJECTION/\1:l'-~ M1\ IERl,\LS THE GRAVEL SH/1LL BE PLAC[D TO Tl IE SPECII' IUJ LJIME,~SIONS ANY DRAINAGE FACII.ITIFS Rl:OIJIRED clcCAUSE OF W,6SHING SIICJULD BE CONSTRUCTED ACCORDING TO SPFClc!CATIO~IS IN TIIE PLA~I. IF WASH RACKS ARE USED, TilEY SHOULD DE INSTAU_ED ACCORl)ING TO MANUFACTURER'S SPECWICA TI0111S. 4. GEOTEXTILE: A. Gl,fa.B TEN~,IL STREIJGTH (ASTI~ D 4751) 200 PSI MIN. B. GRf,B TEN'cl! 1:LONGATION (ASTM D 4632) 30% MAX. C. ~IULLEN l:ll1l1ST STREtlGT! I (ASTM D ,3786-801\) 400 PSI ~IIN. D. AOS (,~STlvl D 4751) 20-45 (US STD Sl~Vl SILE). 5. AGCREGATl: 4" TO 6" CRUSHED B/,LL/\ST ROCK, OVER FILTER FABRIC. 6. cNTR,I\NCE Dll,Jil-l~SIONS: TIIE AGGREGATE L/,.YFR MUST BE AT LEAST 12 INCHES THICK. IT MUST EXTEND ThE fULL WIDTH OF THE VEHICULAR INGRESS ANO ECRESS AREA. Tl I[ LENGTH OF THE ENTRANCE MUST lJE AT IE.AST 100 Flt!. 7. WASHll~G: IF f'ONlJlliONS ON Tl IE SITF ARE SUCH TH.AT MOST OF IHE fJUD IS NOT REMOVED Fr!O~I VEHICI_E TIRES BY CO~ITACT WITII TIIE GRAVEL, THl:N THE TIRE:,; MUST BE WASHED BEFOI![ VUIICL[S EtHU< A Pl!BI IC ROAD. WASH WATER MUST BE CARRIED AWAY FROM f.N fRANCt TO i\ SETTUNG AREA TO REMOVE SErJIMUH. A WASII RACK lvlAY ALSO BE USED TO MAKE WASI ll~IG MORE CONVENIENT AND EFFECTIVE. REQUIRED DURING WINTU, CONSTRUCTION. 8. lv1AINTtNANCE: THE ENTRfa.NCE SI-IALL l:lE Mi\lNT/\INED I,~ 1\ CONDITION WHICH WILL PRFV[NT TR/1,CKING OR fLOW OF MUD ONTO PUl3l.lC RIGHT-OF-WAYC THIS MAY RU)UIRE PERIODIC TOP CJRfSSING WITI I 2-l~ICH STONE. AS CONDITIONS DEMAND, A~ic! REPAIR AND/OR CLEA~I OUT ANY SIRLJCTURES USED TO Ti(AI-' SEDIMENT. ALL MATl:R!Al . .S SPII.IED, DROPPED, WASIIED or, rnACKED FIWlvl VEHICLES ONTO IWADWAY OR INTO STOklvl DRf,INS MUST BE RElvlOI/ED llvlMEDiATELY. EROSION AND SEDIMENT CONTROL ___ RECOMMENDED CONSTRUCTION SEQUENCE __ 1. PR[-CCNSTRUCTION MEETING 2. POST SIGN 1//ITII NAME AND PHOc!F l~LJ~1BER Of ESC SUPERVISOR (lv1/\Y 13, CONSOLIDATED WITH THE REQUIR,,J ~:O IICE OF CO~ISTRUCTION SIG~I) 3. ILAG OR FENCE CLE/1.Rlf!G Ll!vlllS 4. INSTAI.L CATCH 8AS1N PROTECTION if REQUIRED 5. GRADE ,\ND l~ISTALL CONSTRLJCT!ON ENTF<ANCE 6. INSTAI_L PER!METFR PROTECTION(SIL, FENCE, GRUSH B!,RRIER, FTC) 7. CONS IRUCT SED!IAUH POl'1DS AND TRAPS 8. GRArJF ANfl STABILIZE CONSTRUCIIOll ROfa.DS 9. CONSTRUCT W1\ TFR CO~ITROIS (INTFRCEP IOI< DIKFS, PrPE SLOPE DRAINS, ETC)SIIAULT/1NIOUSL Y WITH CLEARi!!G AND GRADl~IG FCR PROJECT DEVELOPMENT 10. MAINTA.IN EROSION COfHROL MEASUF,lS lfl f.CCOIWANCE WITH KING COUNTY STANDARDS AND MANUFACTURERS RECOMMENDATIONS 11. RELOCf, TE EF:OSI ON CONTROL lvlEASi.'RES OR I ~I STALL :'-l[W fAEASU RES SO Tl IAT AS Sill CONDITIONS CHANCE THE EROSION AND SECIMENT CONTFWL IS ALWAYS iN ACCORDANCE WITH THE Kll'iG COlJNTY cROSION /1ND SEDIMENT CONTROL STANDARDS 12. COVEi, ALL A.REAS THAT WILL 8E U0iWORKED I Ols ~10RE THAN S[VlN DAYS DURING THI: DRY SEA.SON OR TWO DAYS DURING TH[ W,"T SE,\SON WITH STRAW, WOOD FIBER MUi_CII, COMPOS I, PLASTIC SHE[ I ING OR EOUIVAL[Nl 13. ST/\fllLIZE ;\LL AREAS THAT REACH FINAL GRADE WITHIN SEI/FN DAYS 14. SEU) Qi-( son ANY AREAS TO REMAIN UNWORKED FOR ~IORE THAN 30 DAYS 15. UPON COMP!_ETION OF THE PRO,JECT, ALL DISTURfJED ;\REAS MUST OE STAGIUZFD AND GMP'S RElv10VED IF fa.PPROPRIATE. STRUCTURAL NOTES 1. Ti IESE PLANS AR[ APPl-<01/ED FOR ST ~.NDAF<U l,OAD AND [)Ri\lN/1,GL lf/PFWVEIAENTS ONLY. Pl.ANS fOR STRUCTURES SIJCH AS BR![)GES, VAULTS, A,'-lrJ RFTAINING WALLS RFOUIRF SEl".ARATE REVIEW AND APPROVAL BY ODES PRIOR TO INSTRUC IION. (KCC 16.04.16. 70, 14 20) 2. ROCKFRIES A.RE CONSll)ERFD ro BE /\ M"Ti-10[) OF 81\NK STARIIIZATION MJD EROSIOl'i CONTROL. ROCKERIES SHALL NOi BE CONSTRUCTED TO SERVE AS REIAININC WALLS. ALI ROCKFRIES IN COUNTY ROAD RIGI IT-OF-WAY SI IAI_L BE CONSTRUCTED IN ACCORDANCE WITH KCRS. ROCKERIES OUTSIDE OF THE ROAD RIGHT-OF-WAY SHALi BE CONSTRUCTED IN ACCORD,\NCE WITH IHE iNTERNl',TIONAL BUILDING CODE. NOTE': KING COUNTY DDFS Af'l".',01/AL IS fOR SIORM AflD ROAD llvlP,~OVEMENTS ONLY AS SI IOV/fl HEREON. ~---------~-----------·- KING COUNTY D.D.E.S. Review Engineer -------- Senior Engineer MOI .LY A. JOHNSON, P.E. DEVELOPMENT HJG!l'JEER Compleled Dute Completed Dole faH--'iWVAL Date __ _J ____ ---- z () 1/) 5 CJ "' E ilf 8 ~ -E~ i 0 15. I :,~ +';,? IU~ Q; Oi a,u, > c,; I ' i----~---.~ I ' ~I.;. '"' n '" " V) ,n U) f-f-f-z z z w > w w 2 2 ::, :'.2 i 2 2 o· 0 0 () u u ID U) V, ,,, UJ UJ 0 0 0 0 0 0 u u u " " " I ---------------- ! w• ru co 0 0 01 -------~i 0, $] ~i ', LI) I ro ' U) _J <( f--w 0 0 z f--- <( <( U) w w _J f--U) o_ 0 z w I-> _J <( O'.:'. 0 0 O::'. I f--f--I z (D (./) 0 ~ u ~ ~ I z ~ _J 0 n <( U) co 0 ~ 2 O::'. w 0 z <( CL CL CL 3 U) 1v ,-....._ a, N ~o U,coM -"'0() "iii <( 0 ~ :¥: '1 s,..:',.... -M z ~co Lt') o-- 0 "' Lt') Lt') :!l !;t --·-- i ' I ! "' "' "" 'Is u, u, f-,-z z 1,J lcl 2 2 ::, " 0 0 u o I U) UJ w w 0 0 0 0 u u " X co ro 0 0 ------co ,o N N ------0 ~ ~ . co LD 0 co 0) <( 3 . z 0 f--z w O::'. <D "" u, ,-z u< ::, " 0 "I U) ! w 0 0 u " a, 0 ---n ~ N (D 0 0 0 U) (D 0 _J ..._____ n '<l-o O::'. U) l"-- 0 _J ' __ ) <( u z ,c 0 C " © DRAFTER: PG/COM DESiGNU,: PG PIWJ. ENGR./sur,v.: Cl_G DATE: 2-17-09 PROJECT NO.: 05294 SHEET C 4 OF 11 I_06S0006 1 N ' GRAPHIC SCALE 10 O 10 20 40 ~--I 4w I j 1 INCH -20 FT. R/W w z :J 11' SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. :34' R/W -----------------------------< 5'-0" 11 ' w z SAN. SEWER ON SOUTH :J & WEST SIDE OF STREET. 3 .,,,,,--SEE SEC. 8.02C ~ 5'-0" R/W 2% -I MIN. , .. -__ ~0.?._fldFT.ic--. ~2-FT~:J'C?,,p/. ., ... :, .'· <\'<'''"~~&""'' ,, / "''""~'$,;~:;,;-""'' \ ,7f.;?:,,'._; .. -. --... --·=I'•"·::"---''CC C2':"" ,~-C".':.=...-- Y/'.,. •. -·\. 1 '-6" WATER LINES ON -. 0 NORTH & EAST SIDE y OF ROAD, SEE SEC. 8.02A CATCH BASIN & STORM SEWERS (TYP.) SUBGRADE SLOPE 0.02 FT/FT. SE 183RD COURT N.T.S. "''<"'"''"'''"''>-~y~, '. ·.-·., ..• , '.Y,?{/,(<:/.<V,N~Y, 5" CEMENT CONCRETE SIDE'WALK (TYP.) ROLLED CURB. SEE DWG. NO. 3-002 '"-----___ GAS LINES ON SOUTH & WEST SIDE 1' -6" _ OF STREET. SEE SEC. 8.02A 2" COMPACTED DEPTh HMA (CL 1/2") 4" COMPACTED DEPTH HMA (CL 1 ") • i NOTE: SEE SHEET C10 FOR FUTURE LINE CONFIGURATION. CEMENT CONCRETE VERTICAL CURB AND GUTTER KING COUNTY 3-002 & 3-004 FOR DETAIL SEE SHEET CB 42' TOTAL NEW ROW --------- ~ R/W I R/W 22' !30' EXISTING ROW f---------~~---------i 10.5 2% - w z :J " E' 11.5' 7.3'-9' --+--+--1 ' SAWCUT VARIES VARIES EXISTING 2" COMPACTED DEPTH HMA (CL 1 /2") OVER 4" COMPACTED DEPTH HMA (CL 3/ 4" OR 1 ") 9" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED TO 95% MAX DENSITY (STD. PROCTOR) 116TH AVE. SE. X w SUBGRAOE COMPACTED TO 95% MAXIMUM DENSITY (STD, PROCTOR) SECTION A SPOT ELVATION DETAIL TRACT 'B' 10' PEDESTRIAN TRACT 927 S.F. 5' BSBL r----------------- I I ffi I ffl i"' I i i'' I-' I_ -----· LOT 7 3,297 S.F. 5' BSBL rAt,.c_ ---~ _i --1,·,;:··f---,''r-- { ' , 5' BSBL1" ,J,_·;c· , .. ,. I I I I -1'·". I el I OJ LOT 6 3,967 S.F. C) - I I I . I I I I I \ ' ' PAVEMENT NOTE 1. PER KCRS. SECTION 4.01F, A 1" FULL WIDTH OVERLAY SHALL BE REQUIRED. APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL, SURFACING Al·m PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY VIAY BE WAIVED ONLY UPON WRITTEN REQUEST AND AFTER AN EVALUATION OF PAVEMENTCONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. • I 42' Rl~~T OF WAY PROVIDED TO . ACC0¥qJDATE POTENTIAL FUTURE ROAD IMPROVEMENTS C '('.'.,'.','.-•; REMOVE/RECONSTRUCT EXISTING FENCE AT / ROW LINE AS REQUIRED TO INSTALL NEW 12" ~ •. • SD OUTFALi.. COORDINATE 'MTH PROPERTY , ; • OWNER PRIOR TO BEGINNING CONSTRUCTION . • END CONCRETE WALKWAY, BEGIN ASPHALT WALKWAY. J ROCKERY END ·: • TOP: 504.D± BOTTOM: 5.02.7± ROCKERY MID TOP: 502,8± BOTTOM: 500.4±\ HEIGHT: 2.4± · 1 O: 1 ASPHALT TRASITION ROCKERY END/I.'\ rDP: 499.0il'-'---, BOTTOM: 498.0± ! I HEIGHT: L3i ANDSCAPE TRACT ( TH DRAIN/\GE tASEMENT DIC.I'\ TED TO KING COUNTY) 5,375 S.F. 10i. BS 1 ;1 11?HT: 1.0E_ ct, 0 /; . !I) I ,n ' ' ' •• I ij d .......... 1 i , . .1 .----~ (!_•496.04 : I. N.T.S. ' : ' I I VAULT MAINTENANCE ACCESS PAD 20'x12'x12" DEPTH COMPACTED 3/4" MINUS. PROPOSED NEW STREET TREE, SEE LANDSCAPE AND RECREATION SPACE PLANS (SET NEW MONUMENT, TYPICAL 2 PLACES) 10+00 SE 183RD CT.- 22+68.06 116TH AVE. SE EL. 497.1± TRANSITION FROM ROLLED "' I I ,: : I I I -----·-----i 502 I s1a · -~-----. I ,-...., , I . " r---;--...:::::,._l._ CURB CUL-DE-SAC TO VERTICAL CURB ALONG 116TH AVE SE AT I I I I I I iii ---(/) I DJ I io : .i . • 5' BSBL', "' ----,,--------------- 5' BSBL LOT 5 4,715 S.F. L ------------- -------, ;,, I 0 "; I gfJ DJ 1. "'I . I I I ( I I I I I I_, I el m ! in I I I } ;' /' ' 'i / '5' BSBL LOT 4 3,688 S.F. I.) I "sof I I "'"I el I OJ ;,,I I I I I I I I I I ·: , \ , I • \ I I i I I. I I I '· I i I I, r : i J'i I I 1· I ::t I'' LOT 1 I I s06' I . I,' ·~, 4,134 S.F. I • I I .,., I I'·"" LOT2 "'"1 /'· "'"• I iii ... I~ ~ ~I I~ el' I [fl LOT 3 iiJ I 4,277 S.F. '" I I m OJ/ in ~ I I in .. , I ,C-in I I 3,869 S.F. "'I POTEi?;~o~~<;:A,~~I ·I'° --j / \.,;..::{-- I / DISPERSION TRENCHES/ ; : / , . ... ,• I'. I I .: . ·,. : I I ----------.J II ,-\,._ 11 _ I :~ 1 c" I I ' I : .. I / , I I ,,i 25' FLOW• PATH ' . I ': I I , I ,i : , ___ .,cl-~.'-'--· --------··-··-. / \-.. ---,I[ 498.0B ·• --,' 5 , BSBL I 5' BSBL !_5'_BSBL_ j_. ____ ,-~ ..... · ~ f I 1' ~; 11 " ', ,1;; .. ;......-------------..L---~-...... __ ..;... ..... ;;_...._ ..... ;;,;;.._...1. ..... ---=---------=1..;.;.... .................. ;....;.... ...... ,__H;t,, ... __ 77:"""'=---H~--=---1.r~:~~~Js-4J;;~µ;i -' ~)490'.49 , , , , Ji , 1 j : I 12' RIGHT OF WAY .·,; .:" · '• DEDICATION TO I " ' SITE VOLUME CALCULA ]ONS O• •§ % CUT VOLUME FILL VOLUME NET VOLUME VAULT CUT ;;, (cu. YDS.) (CU. YDS.) (CU. YDS.) (CU. YDS.) :S,e---------· -------------------------------j ,;;-537 431 101 CUT 1,200 CUT 0 / n ~ • 0 ;;,:-"ALL VOLUMES Af-'.E APPROXIMATE AND REPRESENT FINISH GRADE TO EXISTING ~ GRADE AS SHOWN 3, THE VOLUMES DO NOT INCLUDE STRIPPING, STRUCTURAL EXCAVATION, EXPANSION o. FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE FILL VOLUMES HAVE INCLUDED A 10% TO COMPACTION FACTOR". I i I KING COUNTY . ! i ;,T PROPOSEO STREET lREE 1 ,. 40' ON CENTER (TYP.) I" ml~1~~P:tt~ \ \t i\ ): o~TJ~~~ Ai1~~og~ ·~---;. i .. / ' ·; I , • I : I • I I I \' i ! U: WHEELCHAIR RAMP CONCRETE TRANSITION RAMP, SEE KCRS DETAIL 3-014 --7 I !if I !{! I i::, I -I I I I J I \ -Ji \ 'il, I ·s.. \ I I :• ) I I I I / I ' ' ---~- / •'-, ·-....._ I 10> --! 8~8(-. I"" LOT 4 STATION (116TH) 22+20.45 l\=91'35'57" R=35.0D' L-55.95' (SE 183RD CT.)10+58.31 STATION (116TH) 23+12.49 l\=88'24'03" R=35.00' L=54.00' (SE 183RD CT.)10+55.74 (SE. (SE. STATION 183RD CT.)11+32.16 l\=65'35'15" R-35.00' L-40.07' 183RD CT.)11+ 71.35 STATION (SE. 183RD CT. )11 +53.89 l\=36'20'15" R-35.00' L-21.88' (SE. 183RD CT.)11+ 71.25 so~ I I "'"I m ROCKERY END TOP: 504.0± BOTTOM; 502.7± HEIGHTC1 :3± !! TRACT "A" ANDSCAPE TR r Sa 6' -" ro V) L T 3 ro CURB RE11JRN ffi OFFSET TO BOC 22.0' LT. 11.0' LT. 1/46 1/2~ 3/46 CURB REJ1JRN ffi OFFSET TO BOC 22.0' LT. 11.0' RT. 1/4~ 1/26 3/46 CURB REJ1JRN ffi OFFSET TO BOC 10.& RT. 27.38' RT. 1/46 1/26 3/4~ CURB REJ1JRN & OFFSET TO BOC 10.65' RT. 21.61' RT. 1/46 1/26 3/4~ ..., I m EL, @ BOC 497.34 497.35 497.35 497.36 497.37 EL. @ BOC 496.01 496.33 496.65 496.96 497.28 EL. @ BOG. 502.76 503.42 504.20 504.21 504.69 EL. @ BOC 504.65 504. 73 504.84 504.73 504.69 I I I . I "'" m I ui ,m . •· ,:, .... : . ; LOT NOTE: KING COUNTY ODES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Senior Engineer MOLLY A. JOHNSON, P.E, DEVELOPMENT ENGINEER Completed Dat_e Completed Dot~ APPROVAL Date -------- --___ 1[_1_11 _ g "'' u s l -E"'" <( 1l "' 0 0: ::i I :,~ ~ +';;; RJ~ 0~ o~ (D~ c,.'." .i.) V, -""' - --------- ' I 'ii, N "' ;;, "" "" I'-' U) U) I'-' e-e-z z z z u1 w w w :,. ::, ::e ::, ::e :,e ::e ::e 0 0 0 0 () () u (.) V) U) U) VI w w w w 0 0 0 0 0 0 0 0 (,) u u (,) " " " " 1~ --- OJ "' '(, ~ ~ '(, "' N ~ 0, -:::'_ ....._ ....._ -:::'_ 0 "' "' C, -Cl) ...... OJN ~o t, co ('I"'; -Cl'\ 00 "7ij"' 0 ~s:°? s: -,-... .,:: M Z '° 00 ::, "' o-~ 0 ~"' Ll1 N '<I" ~-- --~I ------ I I "' <D "" "" U) V) e-e-z z w w ::, ::e ::e ::e 0 0 u (,) U) VI w w 0 0 Cl 0 (,) 0 " " ---·-~-· ro '(, 0, "' '(, -:::'_ "' --::::.· -N co 0 0 0 (/) co 0 ~ I-z <( <( w OC) ..J _J (/) a.. a.. lO • 0 0 ~ IX) I-z <( CJ) er:: -· Cl ;: 0 <( ~ I a:: c., <O • (/) .... z ~ ..-0 ..-I- I Cl .... z I") w ..J <( OC) a:: <( 0 ... ~ a:: DRAFTER: PG/COM DESIGNER: PG I") 'q" 0 . i a:: (/) "' g PROJ, ENGR./SURV.: CLG DATE: 2-17-09 ' PROJECT NO,: 05294 SHEET C5 OF 11 0 L,J > Cl' (cl u; L,J Cl' UI e- l (') ii' ..J _, <( 0 ~ 2 ::J e- <( 0 0 w (') ,i' 0 0 N Q L06S0006 I 0 ,o "' 0 sf m N ,n 0 u, "' I CD ? " C 0 Q_ C ·c V V C O• C ':,'. 0 0 / n / O• , ;:. " OJ N "' 0 / Q_ REMOVABLE BOLLARD PLAN RECYCLED Pl_A.STIC OR TIMBER ----0 1/8" MIN. TIIICKl•l[SS GALVANIZED STEEi OR ALUMINUM. ll·ffERIOR SIDE DIMENSIONS 1/4" GREATER Tl-IN~ F'OST DIMENSIONS '' 8" X 8" X 4'-0" , : :~r B~~~y:~~V~~HER I AND NUT. RECESS , NUT MJD PffN t:30!.T THRF.:ADS. , 500# MIN. TEST , , GALVANIZED CHAIN ~4ll.. / ANCHORED 1~1 ccmcRETE r 4" . · ., . ' " i' . ' 1~ w ,~.! ' ' CD' I' '" 10 0 ~ RECYCLED PLAS-i iC OR IIMBER 0 8" X 8" X 5' 6" : ' N I GRAPHIC SCALE 10 20 I I INCH = 20 FT. ANCHOR WITI I 6" X 3/8" DIAi!. STEEi_ ROD FIXED BOLLARD ------ 24" __ __cR.=EccM..:.CJVABLE BOLLARD SECTION A-A NOTES: CD RECYCLED PLASTIC BOLLARD SH/,U_ BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, mo SI IALI RE PRESSURE TREATED WITH A WATERBORNE PRlS[RVATIV[ (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIRU,ENTS 01· Sf_C. 9-09.3 (1) OF Tl IE WSOOI/APWA STANO.,.Ro SPECIFICATIONS. TOP 5 lie. OF TIMBER SI !ALL 8E PAINlrn WHITE. 2. STEEL TUBE SHALL CONFORl\1 TO ASTM A53 GRACE A. 3. NUTS, BOLTS, & W/\SHERS SI IALL CONFORM TO /\STtv1 A307 4. 1\l_L STEEL PAl~TS SHALL BE GALVAl~iZEO. 5. CONCRETE SHALL BE CLASS iooo. 6. SEE SE::C. 5.08. (j) MIN. 50 IN SPAClf\JG ON '!R.A:l.S l.ESS THr'\N 10 n. WIDE. 60 IN. SPAClf\JG ON TRAILS 10 FT. OR WIDER. FINISH GRADE EL = 500.00 EL = 496.60 DETENTION/WATER QUALITY VAULT, SEE SHEET C9 EL = 487.60 ' 0 I iri 40 I --------------- --------------------- I._. ----- SECTION A N.T.S. , I SE 1/4, NE 11/4, SEC 32,l-WN23N,RGE 5E, W.M. I I I I I I I r l I f ! ' ! I ib r , I i . ·. , r .. I I , , I I I ~ I I i j ;: · .. ~ I· I r r' . I I I OUTFALL 12" SD STA. 24+17.16 22.88' LT. IE 492.19± (MATCH EXISTING DITCH IE) 10'x5'x2' DEEP 2"-6" QUARRY SP ALLS CB 1, TYPE 1 W/ SOILD LOCKING LID MARKED DRAIN (PER KCPW STID. 2-015) STA. 23+91.03, 9.60' LT RIM 494.21 IE 492.34 REMOVE EXISTING DRIVEWAY CULVERT. RESTORE/REVEGETATE EXISTING DITCH AND REPLACE EXISTING DRIVEWAY PER 07 KCRS 29 LF 12" 0.1. @ 0.5% !~-----/ • ' 1· ' I '.,;J , I ' I CON1ROL STRUCTURE INSIDE VAULT, SEE SHEET C9 :·.J· ' '· Ill rn co :' •, .! TRACT '8' 1 O' PEDESTRIAN TRACT 927 S.F. 30LF :l;:°6" CPEP '5=9.67% , ,15' BSBl. .,: STA:12+41.8, -32'LT 4LF ± 6" SO S-22.50% IE 6" = 495.50 LOT 6 3,967 S.F. IE 6" = 494.60 20LF ± 6" CPEP S=2.15%'' ". IE 6" = 495J/J 1 , .-· . .,_ > I 5•' BS8L, / .. -~---__/ I 24"¢ ACCESS MH SOLID LOCKING COVER IE 6"R~M 491:'e°[l'·06 I I I '. I I / I I ' / / 46LF ± 6" CPEP S=2.11% ,{ I I I I I I I I -----· ---------------1 I I I I I:, ! I al : • 1/) .. I en I "? I I I I 5' BSBL LOT 5 4,715 S.F. STA: 12+29.61, -86.71'LT 46LF ± 6" SD S=2.11 % IE 6" -496.00 L__ -----·· ROCKERY, LOCATED 6" MIN FROM PROPERTY BOUNDARY I _j 4.83' 6" I I I I .·•• I ,. I ' al I ~!, co I I I I I I I -·' I Ill ([J ! in I I I I STA:11+80.8, 5Q.35LT IE 6" .; 496.00 LOT 4 3,688 S.F. I ?°~SSL EL = 502.00 EL = 500.00 '--.,..J-j--=-· PROPERTY BOUNDARY , ,I _, I rn 1/) ' [D' col ! I I I I --' II) Ul m co I ' I 5'X1 O' ACCESS GRATE W/ .2'X2' MAINTENANCE ACCESS ' RIM ,=. 503.66 24"¢ ACCESS MH SOLID LOCKING COVER RIM = 505.22 ' ·'24 •'0 ACCESS MH SOLID LOCKING COVER RIM = 502.20 1(5 24"¢ ACCESS MH SOLID LOCKING COVER RIM = 502.82 'd gr:1::t~u \.- "' TRACT ;,;:,; ANDSCAPE TRACT , D TENTION/W.ATER QI.JALITY VAULT. · 166' x 35' x 1 o.5' ,,,;/ ,....'...:..; 1 / ' /I LOT 3 3,869 S,F. _, I rn "' ' CD I i.n I ( 1TH DRAINAGE EASEMENT DIC_ATED TO KING COUNTY) .. 5,375 S.F . IE IN 491.60 IE OUT 493.60 Lk1E ~TEOft..1~\Jti:~1 ~~ CB 3 TYPE 1 10+67.88, 10.00' RT (;J RIM 497. 74 ' I . : I'_, rn I :£ I co I I I STA: 10+95. . 20'LT IE 6" = 196.00 STA:11+46, 2D'LT IE 6" = 495,0b LOT 2 i I _J i rn :£ I 4,277 S.F, \ LO I POTENTIAL LOCATION I OF STORM WATER DISPERSION "TRENCHES! .-, ' I i : I . i I I I I _J I I Ill I en • co ,--- LOT 1 4,134 SF I 5' BSBL 5' BSBl. ·-1 notched bonrd 2 X 2 ridcli&S 18 O.C, *i5% max for flow cor,lrvl.>'wsl0, tr&atment in ruro! ar0ns. :iECTION A-A t,TS fkm lo ;::0c«uJ di,o,,l'MI trench fltCBBBDt)' 4 {i( 6 lol<l 11Gi/1<wtl t cover dern1 out wy0 frorn pipe tluw to other NO"fES: L lhhl trrnch shoi! be constrnd@d sn (!'.) \(! 01 ,n,ion. 2 fa.11ch\'./J muy be no clo!lei (hafl 50 faut h, ona a00ther. fsel along flo~tHne) l Trench end Ltmd rmist be isve!o to foliow contours of site. i I i --"'""' "\ \r \'\ m '. \ : 1·· I ' ' RIM = 501.60 STREET LIGHT ~-f i ! 68 LF 12" 0.1. @ 1.59% 36 LF 12" CPEP @ 0.5% I , • I I CB 2, TYPE 1 W/ SOILD LOCKING LID MARKED DRAIN (PER KCPW STD. 2-015) STA. 23+22.36 10.83' LT. RIM 496.16 I --_J ' ' l J < I IE 493.43 VAULT MAINTENANCE ACCESS PAD 20'x2D'x12" DEPTH COMPACTED 3/4" MINUS W/ BOLLARDS, SEE DETAIL SHEET C6 REMOVABLE BOLLARDS, TYP 3 PLACES, SEE KCRS DETAIL THIS SHEET 24"¢ ACCESS MH ~-SOLID LOCKING COVER RIM = 501.60 .J r l I I // f 1 : I .!' -G STREET LIGHT 37 LF 12" CPEP @ 0.5% / ' · f·.: I : iTREET Ll~HT t '.; ~~As 21;'!'!6.121 31.97' LT. ·:: ., .1 0 i RIM 496.91 l./ ,e,~; -~ I ~I IE 494.83 -[ ~ . 1' i' i ' (WILL ACT AS OVERFLOW IF A:'.:'\\. J: it01 ' CONTROL S1RUCTURE FAILS) /, ' 1 " '':,t :Y ~I ' \ I ' l I~ Ii' 'I :j::.,i, iW -I i POTENTIAL CONNECTION : 1-i';I' V, I , 1 FROM DISPERSION 1 ' · ' .~ • , TRENCH TO SD SYSTEM "·[' • Ci. I ·, I I '. ! ~I°' . .i ' [I ~w1 ~ I :; : (0 ,_, I ..... ,- '.i i .i I I GENERAL NOTES 1. ALL GRATES TO BE VANED GRATES PER KCRS 1993. , .. ,s;;.: ,.) NOTE: KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D E S~l----- Review Engineer Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Date Completed Date APPROVAL Date --~ .. --r ' -I ----' ---- ' I I I ' I i I I ;ti '"' N ti/, "" 1/) ~ ~ 1/) f--f--z z z z w w W, w ::,e ::,e ::,e I ::,e ::,e ::,e . 51 ::, 0 0 0 (J (J ' (J (Ji I 1/) 1/) 1/) 1/)' I w w w wl I 0 o, 0 QI 0 01 0 Bi I u (J (J ' "' "' ' "' "'I I __ ------- "' "' ~: 0 ro 0 ,, 0 ........_ i '-.. <Xl '-.. OJ ' OJ ~ N '-N '-.. '-.. 0 i/') OJ "' - ---- i/') "" ~ z w ::,e ::,e 0 (J 1/) c, 0 0 (J "' - (XJ z I/') N '-.. -- --- -- <D "" 1/) f--z w ::,e ::,e 0 (J [/J w 0 0 u "' - OJ 0 ~I <O 0 0 0 (/) <O 0 ~ I-z <( <( w _J ...J (/) OJ CL a.. l() ~ 0 w OC) I-c., O'I 0::: <( <( z <( 0 I 3:: <( I-I 0::: <O • (/) 0 ..... z ..... 0 ~ ..... I- I n::: ..... z _J 0 I") w <( I-, OJ 0::: (/) .... ~ DRAFTER: PG/CDM DESIGNER:, PG I") ...i- 0 0::: -' en I' 0 ...J PROJ. ENQR./SURV.: CLG ' DATE: 2-17-09 ' PROJECT NO.: 05294 SHEET C6 OF 11 0 !d > er Lu 1/) w er u, f-- T C, ii' :J "' u ~ " =, f-- "' 0 0 w 0 co 0 0 N © L06S0006 O• C ·c w w C u 0 ,,, / ~ 0 0 / n / 0' , u / " o, N en 0 / 0.. SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. ·······1500 ..........•........ 20+00 C 520·- 500 Yi co CTI " 20+40 i LOW POINT ELEV = 4~614+ LOW p'QINT STA = 10·•27.48 PVI STA = 10+30Jo1 PVI ELEV = 496.J2 5 ci N ... :+ 0 <ii §; ID 00% ___ j A.D. = 5.36 I K = 3.73 .20 .. 000· vc "' 5 "' 0 "' .. m + .. 0 w <ii u > 0 w > w 3.36% ,n· .I <DI ~1 <O, ro m: "'T'. 20+80 , ,, ~··., I= 10+82.02 PVI ELEf ~ 4913:06 A.D. 1-6.78 K l. 7.38 5o.doo· vc I CB 5 TY~E 1 1 I +· ' <Di a:H m 'ST i 10; S7.Bt;;--18.GCJ! RT 1'RIM497.'14 ---- IE 494. 7•/ : CB 4 TYfE I I STA. 10+167.91. 10.0' LT; RIM 497.,;lli -----!E 494.6~}---,, r- 1 \.EXISTING GRADE \@ I[ OF ROAD ;\__ --.-- 8 0 " <D 0 0 + 2 w en u ~ ~ w L()' co: m· "'' 21+20 -:---- ROAD ,n co CJ z z z eJ w OJ :;i co ti w~ +co ~m ! N st ;~.J 'lfJW rn• 'T 21+60 I i PVI STA = 11+50 PYI ELEV = 504.95 j A.D. = -9.13 [ K = fl.57 · I 60.000' vc I i I ___ JJA1 .11+66.45, ·,.HLLT.:. I SEIVER CIWSSING I I --- j. PROPOSED . ,RADE I @ 'l. OF IROAD a.. "' <( Ct'. <( 0 < "" "' .. i l i ~~ +"' NO> ~"i ----$J (/)~ PROPOSED GRADE @ WESTER!l ROAD f[. ~ i ~6TH AVE. SE. ,cl 0 co. co m1 m " " 22+00 aj " 5 .. 0 "' + .,; 0 i ' T CB 6TYPE 1 STA. 122+46.21 31.97.~ j RIM 4(16.91 I IE 494.83 I I I i !DI <D ,-.:i r<; m[ m "', ~, I I I ! .. 22+40 Oil 0 "' '" n " "" + i I I I" IW 1(/) i~ 'l. I"" I II . 1>->- '~ 0 I 1.-o I l<O °' I~~ I 1w w +l : + (/) ----=1 iN r- ,Noo:il if-0 _J 1(/) .-w I" ~ "I ·-1- 1 I I i 01 cl[ m• "I Oil <D 10 0 0 ------~ _ in _; ___ . 520 "' <X) "' ·+· co N "' ~ 0 ,o <ii w > ~ w ';! §; -' w w w U) I 5 5 0.. ~ _j_QO%--- -STA: 111+84.97, 3.2D'f LT > w -' w II > w ;:, -' w ,n 5 5 (L a.. 500 I I O A==F======!l=5=LF::::::1:2:":C:P:E:P~I: =@=0.:5:%'::==~I =====l . WATrn CROSSING I (lg LF 12" CPEP; @ 0.5% 1--~-~-~~~~---,:.":.-:-:::.-:-::::::::::~ 0 i > w -' w 30' LANQING i' I i JI ______ ··········· · ·--·--·---'1· SDMH 3 TYPE 2 48"'¢ i STA. 11 +6.hm.JJ.,J!LJ,.T RIM 504.73 J lSDM~ ~ ;TYPE 2 48"'¢ W/ SOILQ LOCKING LID MfRl(ED .DRAIN : SfA. 12+_27.7~L_2.09~_fFi RIM 505.:20 , SE. 183Rd CT. IE 494 . 17 l I I _ j ....... u; 4~3,8L .................. 1. . lJATUM bU'V ! 400. 00 - ···-···················'·· 500 480 10+00 STA: 10+32.57 OFFSET: 20.95 L VAULT CONTROL STRUCTURE STA. 0+07.50 SEE SHEET C9 ' 36 LF 12" DI @ 0.5% coll") '"' f) ··:1,-, °'' ' rn!f'--Q,oj <ct-:~ "'I~ I ' .i 10+40 10+80 68 LF 12" 0.1. @ 1.59% ' CB 2, TYPE 1 W/ SOILD l.OCKING LID MARKED Dl~AIN . (PER KCPW STD. 2-015) STA. 23+22.36 10:83' LT. RIM 496.16 IE 493.43 I : r---!~ u)f<1 ,.,, .ll.() r'll,--: 2;:t-') n "' ' "' ('\j .• ~:g l.()10 I I"' o:01 LD:~ "' --· - 11+20 CB 1. TYPE!1 W/ SOILD LOCKING LID MARKED DR/',IN PER KCPW !STD. 2-015) STA. 23+91;03, 9.60 LT RIM 494.21 . IE 492.34 11+60 · ·500 OUTFALL 12" SD STA. 1+33137 0.0' LT. 1 IE 492.19± (MATCH ---r-EXISTING DITCH IE) 1 10'x5'x2' dEEP 2"-6" .. -QUARRY SP ALLS 480 SD PROFILE -VAULT TO DITCH OUTFALU ,, m ,n i'- :o .n IO ~ m a, a, a, '1 " " ~ o+oo 0+40 0+80 1+20 10 0 ~ 5 0 ~;;-;;-t;. 12+00 GRAPHIC 10 I SCALE 20 I INCH = 20 FT. HORIZONTAL 5 10 I I INCH = 10 FT. VERTICAL ! I o)m .:C",J c::~ n l.(]! • tD·1ri 11) 0:1.0 o.o 0 cn•O en . .,, L(),11) I I 12+40 40 j ro w m " 22+80 i a)I w: I "'' "' n <D 01 " ~ Cl z w ;l' I i I i i l I i I I I .I 1 i I I I i i i ,.>H ,., " +co ------~~ I MAINTAIN 1FT.MINIMUM I . A' GRADE AREA IN ROW TO ! COVER·OVER PUTFALL PIPE· "T i I • [ _/ /f EXISTING GRA~E @ 'l. OF RO~D F====-=··=··=6=8=···=LF=· :1;2='-" :D:.I:::, =@=1.-:59:%::o:-:~::i] , · -~-·-f I I O ~9 LF 12" D.I. @ 0:5% -1 I ~~ i 11 . I I rn .. e, . .TYPE 1 .. W/ SOILD LOllKING LID j CB 1, TYPE 1 I ! -·----·-· MARKED DRAIN I W/ SOILD LOCKING LIQ I (PER KCPW STD. 2-015) I MARKED DRAIN I I STA. 23+22.,,6 10.83 LT i 1 (PER ~:CPW STD. 2-0115) RIM 496.16 sTA. 23+91.03, 9.6o rr IE 493.43 I RIM 4114.21 I j IE 492.34 [ I J ,nl j ~i ~ I I ~_j VJW + 0 01, l.Oi •.n: 0}1 m· ...J-; ...J( I 23+20 23+60 24+00 24+40 ------ / / ____ TO~JGUE END ON INI I.T Uil) G,'<()OV'E END mi OUTL[T a,o 'CHl'", TO FIT ADJACENT P,i"'f: SFCTIONS ' 520 500 ~-/ --==--· r=--==~-- , E.~:~DGES 1/2"·-~': __ ( . ! __ ~'"~o~s~·i=:~c-,-~,o~N ____ ... ··-.. ---++--·-·-~---____ J -- I Q I I I LC:: END SECTION ~~I······· l .. -·-··-----~l~J __ . -·--->.-~::13, PAYMENT & PU,NNED CULVERT LE"NGTrl I ----~=~~=~==~----·---------~ El.EVATION CONCRETE PIPE PAYMENT & PLAfJNED CULVERT LENGTH -----~----------·---·--·-· .M.EJAL & PlAST:C PIPF. NOTE: SIDE SLOPE SHALL BE WARPED TO M/\TCH rm: &VU.l]) ,--llPl:: EHD. WHEN CUI.VERT IS ON SKEW, Bl\/LLUJ ENLJ SI IALL BL ROIATrn ro COj\jFQ:-S:M 10 SLOPE. IF SLOPE C!ffERS FROM 3:1, PIPE SHALL BE BEVtu:o 10 MATCH Sl..OP:::: • I ---: 1--------------------.-----------------·-----------------------~--·-----l KING COUNlY PUBLIC WORKS KING COUNTY, WASHINGTON BEVELED 73 DWG. NO. 2-001 E~~D PIPE SECTIO~J GENERAL NOTES 1. ALL GRATES SHALL BE VANED GRATES PER KCRS 1993. NOTE: KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Completed Date Senior Engineer Completed Date MOLLY A. JOHNSON, P.E. APPROVAL Date DEVELOPMENT ENGINEER I I "' ;;/; "' I "" "" (/) (/) (/) f-f-f-z z z w w w zl N 0' '"' ii5 I "" 51 U) U) w· f-f- "' z z w w "' ::, ::, ::, ::, :, 0 0 0 u u 0 VJ VJ VJ w w w 0 0 0 0 0 0 0 0 u " " " ::, ~i ::, 0 0 (/) w t:i 1 0 §1 0 0 "' I -~---·-' ------- 00 ro ro 0 s:_ 0 " " 00 "' "' N N N '--., " " O• ~ "' ~1 ~ 00 le!! ro 0 0 ' <( " "' N z:. Cl " "' O'.J . •.... (/) _J <( i-,-w 0 0 z <( (/) I-w _J <( I.J... w -' 0 (/) (X) n.. 0::: l{) n.. . 0 ~ (X) I-w en 0:: G <( <( ~ 0 z I i-,-I <( <D • (/) 0::: ..-z 0 ..-~ ..- I ::::i: ..-z -' 0::: t') w <( ~ (X) 0::: ..- ::?; (/) CJ z <( 0 <( 0 0::: DRAFTER: PG/COM DESIGNER: PG PROJ. ENqR./SURV.: DATE: 2-17-09 <O "" I':> z w ::, ::, 0 0 Vl w 0 0 0 " ·-- "' s:_ "' z:. N <D 0 0 0 (/) co 0 ~ t') '<l-o 0::: I(/). l'- 0 _J () z "' ~ "' 0 0 1,1 (J L6 0 0 N 0 CLG PROJECT 'NO.: 05294 SHEET C7 OF 11 "------------------------·---·------------------·----------·---,------------------------------------============:.L------:-:;-==~ L06S0006 0, m 0 0 N " Ji 0 " rn N ,o 0 z 0 v, 0 CL n I ro 0 / m C 0 Q_ PAVEMENT WIDTH 4 5'-a" ro_ 1:1·-o· 3 1' -0-51DtwAU( J MIN. 4• CEMENT CONCREl"E CEMOO CONCRETE CURB & GUITER SEE DWG. NO. J-002 ,02 fl. FT. ·. ,. '. 7 Gl,S LI~ ON SOUTli " WEST Sll:lE --- OF STREET. SEE SEC. ll.OV. SHL SEWER ON SOUTH & WEST SlllE OF STR££T. SEE SEC. 8.02C CRIJSHEC SURFACING BASE COURSE 1 NOTES: ADDmONAL TR£t,TMENT MAY BE REQUIRED DEPENDING ON SOit. CONMIONS. SEE SEC. 4,02 & ··" 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. ACTUAL SURFACING DESIGN FOR ARTERIALS AND COMMERCIAL ACCESS STREETS SHALL BE BASED ON SOILS AND TRAFFIC ANALYSIS PER SEC. 4.D3. DESIGN FOR RESIDENTIAL ACCESS SHALL BE IN ACCORDANCE WITH SECS. 4.01 AND 4.02. 2. GRADES: MINIMUM 0.5% MAXIMUM SEE SECS. 2.02, 2.03, 2.04, AND 2.11. 11 3. SIDEWALKS SHALL BE 8 FT. WIDE IN BUSINESS DISTRICTS AND 6.5 FT. WIDE ON ARTERIALS IF NEXT TO TRAFFIC LANE, 5 FT. WIDE IF NEXT TO PARKING OR BIKE LANE, OR BEHIND PLANTING STRIP SEE SECTION 3.028. 4. FOR WIDTHS OF PAVEMENT, SHOULDER, AND RIGHT-OF-WAY, SEE SECS. 2.02, 2.03, AND 2.04. 5. FOR CLEARANCE OF UTILITY POLES SEE SEC. 8.02G AND DWG. NO. 5-001. 6. SEE CHAPTER 7 FOR CATCH BASIN AND STORM SEWER LOCATIONS. 7. SEE SEC. 5.0'./ FOR SIDE SLOPE REQUIREMENTS. SIDEWfil ~ :o2];1~ ... -· KING COlJNTY PUBLIC WORKS KING COUNTY, WASHINGTON VERTICAL CURB TYPE ROADWAY RESIOEtffiAI... 10'-0" '-!IN, 20' -0" MAX. RIGHT-Of-WAY LJNE . . t.llti. SIDEWAU< COl,0.C./ltlOIJSTR. 25'-0" MIN. 35'-0" MA)(. -• .....__________ PLANTING SlfllP, If HN. 6" YAAIES !)'-6' VARIES ,. 'O• Rl(:HT-0!'-WAY LINE NOTES: DWG. 1-002 NO. MATCH EXJST!NG DRIVEWAY GRADE 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID-WIDTH. SEE SEC. 3.04. 2. SEE SEC. 3.01. CEM~T CONcru:n: DRIVEWAY !i" THICK 3. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. SECTION A A KING COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON KING COUNTY PUBLIC WORKS KING C\JUNTY, WASHINGTON CURB & GUTTER SECTION DRIVEWAY R-3/<t-" SEE NOTE 2 DWG. 3-004 NO. k{~~~fg Bf. FL.Ust-15 NOTES: LEVELING PAD 8 -1/8" X 3/4" X 1 3/4" PLAN COVER SECTION A A J.14" ~ "'"y~ J 4 3/4" I I ~ FlNlSH DIM. ON LEVELING PAO. 1. USE WITH FRAME (DWG. NO. 2-014) DRILLED AND TAPPED FOR LOCKING BOLTS. 2. USE WITH TWO LOCKING BOLTS 5/8~-11 NC STAINLESS STEEL TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS, 2" LONG. J. MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. 4. SEE SEC, 7 ,05. 5. THE WORDS "PROPERTY OF KING COUNT!"' SHALL BE OMITTED IF COVER IS ON A PRIVATE SYSTEM. SOLID COVER DWG. 2-015 NO. FRAME AND GRATE SEE: SEC. 7.05 ANO N'PUCABLE OWGS. NOTES: #l BAR fACH CORNER ---- 6" RISEfl SECTION 12• k1SER SECTION PRECAST BASE SECTJDN (!.lEASlJREMENT AT THE TOP OF THE BASE:) -fJ SAA EACtl WAY 1. CATCH BASINS SHALL. BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM 11497 (AASHTO M 221). WIRE FABRIC SHAI I. NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPF INVERT IS 5'-0". B. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" /FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF !"EDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. Bl··b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. KING COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON CATCH BASIN TYPE 1 DWG. 2-003 NO. --------~CURB_ RAMP 1A@ SIDEWALK -·"'~ --__i_ __ CEMENT CONC SIDEWALK RAMP 'fYl'E 1A D£T[GTABLE \\'JI.RNING PATTERN AREA SIIALL SE YELLOW, IN COMPL:/\NCE WITH STD. SPEC. 8-14 . .:J(3) { EU,:YATION PlAN LAYOUT 1 DE1JCTABL£ WARNING PATTERN DETAIL. 1. PLACEMENT Of GRATINGS, AGC[$S C:JVERS MJI} OTl-<ER Af'l'IJrHENANCl:S :i,"ii\Ll NOT $[ LOCATED ON CUR8 RAMPS, LANDINGS ANO' G\lflERS WITHIN THE' f'EllESTRIAIJ .ACCt:'08 ROUTE @ RAMPS SHAlL f.JE f[)(IIJHW USING TRUNCATED DOME PAlll:.RN (SE!; DETAlL THIS P/1,Gf). DETECTABLE WARNII\G f'Anl;:Rtj $HALL 6[ YELLOW iN CUMl-'UANC£ WITH WSOOT STANl'l/lR/) sn~IFICAllON 8,-1Ci(J) J. RAMP CENTER LINE SHALL Bf Pt:fi.Pi'NDICULAR ro Of/ fiAO!AL T() q.1.·10 Cl~TIJRNS UtSL(SS O!l>ERW1SE Af'PHOW:D llY IHE COUNTY ROAD ENO,NEER. 4. RI\MPS SlfA~L BE C:ONSTRU°CTED AT CORRESPONDING SIDEWALi( LOCATIOfjS ON 9PPOS1TE SIDF OF STREETS WHrt< RAMPS ARE CONSTRUCTCD ON ON~ SIDE Of SHlF.F.T. S!;E FIG • .3-010 @ l.A/'oJDINiJ SHALL SE MINIMUM 4 X 4 '. @ 'ClJR8 RAM? 1A MUST BE JNST,'.11 E0 UNLESS OTIIERll'!SE APPfmVf.D. /. :;C:E. FIGl.!RE 3-001 FOR CU~l:l AND S,D[WAlK JOJNI PLACEfiENl. U1 Uepa. rnntnt of fra. ns~omitlon llo;;O Service.a Division LOJ7 ue,1~11 and l(lug <;oµnt;' c~ru.lrudlon SL~J1dardo CURB RAMP IA AG. 3-011 J.,21 ------____ CURB RAMP 1A@ ,. le' _ _ CUB_~_ Rl:fll\!~ I <> "' I I ____________ GUR8~R~A~M~P~1'~, @_, _______ _ JiOE:S (D RAMPS SHA!.\. BE CONTRASTING COlOR OF LICHT ro (W{1, Q!l DARK TO LIG/11 mo COL.Oi?ING MUST 8E Af,j INJC:GRAT[l} PAllf OJ-THE !{AMP. @ IN1Dlt-.G SHi'.1 l flf LEVfL AND A MINIM:Jl.t ~· ~ 4'_ CORB RAMPS wmm RADIUS EXTRUDED ASPHALT OR CEMENT CONCRETE CURB J.o CURB z•-o• OP110N>l FOR INTEGRIIL POUR " • **TO CONFOl'W TO CROWN SLOPE OR 0.02 FT./fT. 0.0:2 FT. FT.** .MmlliTABl E CEMENT CONCRETE CURB O.o,s FT. 2 1'-6" t NOTE: TOP OF UP AT DRI\IEWAYS. EXPANSION JOINT CEMENT CONCRlc!E SIDEWALK CE'MENT CONCRETE ROLi ED CURB CEMENT CONCRETE CURB & GUTTER NOTES: FIG. 3-013 3-23 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATIOfl. 3. SEE DRAWING NO. 1-0D6 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. KING COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON ® --...., 2.0' MIN FOR TrsUNCATED _J DOM£ SECflON FVf,ff, TEXTURE ------~S~E~"C0T.ION A~-A~---- NOTES 1. SEE SEC 3.02 FOil SIDE'IIALK \l'IDTH;i. 2. SEE SECS. 2.02 AND 2.D3 FOR PAVEMENT AND SHDt.;LiJER 'lilUTHS. CURB 3. SHOIJLDER SH~Ll 8E SUfH·M(.;tD AS REQU!RfD EIY Sf:CS. J.0/ /\ND 4.01. Pl'.\IEP SHOULDER SLOPE SHALL ~AlCli CROWN $LOPE OR 0.02 FT,/F"L 4, SEE FIG • .3··001 FOR CUR3 AND SIDE'IIALK JOINfS. ® RAMP SHALL !iE TEXTIJR.cl) USING TRUNCATED DO~AE PATTERN. (SCE FIG, 3-011.) DE1EC1A8LE WfARING PAmJ.;N SHALL BE YELLOW IN COMPLLl<NCE W11cl WSDOT STAND.~RD 5?EClrlCAflONS 8-14.J(j) 5. THIS DETAIL APPUES TO RDLLD AND VERllCAL CURB ROADWAYS. ~~~-~-------,--.,.C...,..--~~··· CEMENT CONCRETE SIDEWALK TRANsmoN TO ASPHALT SHOULDEF! DETAILS FIG. 3-014 3-24 [ -1-~-002 ~ l,w~I CJUll&t -~~.~"~iifC;\r----c•:·:; .. i, (" f:Jlrl C I U'' 1n1n 24" rnrn TRENCH X-SECTION NTS ._I Maximum 50-fool trunch wtrwlch board (see Figure C.2.1.D, i,. C-32) PLAN VIEW OF ROOF NTS (-5_1 NOTE: KING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Englneer Senior Engineer MOLLY A. JOHNSON, P.E, DEVELOPMENT ENGINEER Completed Date Completed Date APPROVAL Dote "' I n. < ' ' ' I I I I z I 0 I 'ii, N "' iii ' ala "" 5 I U) 01 ~ w ' f--f-- "' z z z w w w ::, ::, ::, "' "' ::, 0 0 0 u u u U) (/) VJ w W, w 0 O' 0 0 0 0 u u u " " " I I .,. "' "" "" ~ ~ z z !,JI w "' ::, ::, 0 0 0 u VJ VJ w w 0 0 0 0 u u " "' I I I \Ii, v, I f--I ~l ~I w, OI 81 "' co 0 0 0 (/) co 0 ~ I- <( _J Cl. I-n::: 0 I (/) I _J <( ~ (/) ....J ~ w 0 o'(l, (/) ~ 0 z w (!) <( z <( 0:: 0 :::!: i 0::, ~: (/)! 0 z <(; 0; <( 0 0:: DRAFTER: DESIGNER: w (/) .... .- I") <Xl ..... ro LO 0 co Ol ~ z ~ z w 0:: PG/CDM PG t') ,q- 0 0:: (/) r-- 0 ....J E~iGR./SURV.: 2-17-09 PROJECT NO.: 05294 PROJ. DATE: CLG SHEET CB OF 1 1 C ';: er w 1/) w "" v, I· l 0 iY u z 2 F' < 0 0 w 0 "' 0 0 N © L06S0009 c; 0 m D 0 N ' !:<_ ., DETE.NTION: REQUIRED 14,525CF. PROPOSED 14,812CF. WATlR QUALITY: NOTl:_ REQUIRED 4,047CF. PROPOSED 7,806CF. SEE STRUCTURAL VAULT PLANS FOR VAULT CONSTRUCTION DETAILS. 166 SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. FLOW RESTRICTOR NOTES: 1. PIPE SIZES, INVERT ELEVATIONS. ORIFICE SIZES, OVERFLOW ELEVATIONS AND SLOPES; PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2. 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5, THE VERTICAL RISER STEM OF THE RESTICTOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, ~TH AN 8" MIN. DIAM. 6. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. SHEAR GRATE IS VISIBLE FROM TOP. 8. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GRATE. C. FRAME IS CLEAR OF CURB. 7. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH 0.0. EQUAL TO CONCRETE PIPE 1.0. LESS 1/4". 8. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 9. SHEAR GRATE HANDLE SHALL BE ATTACHED TO LADDER/ STEP LOCATED ~THIN 24" ACCESS SECTION. 10. IF NOTCHED WIER IS USED IN LIEU OF ELBOW. BAFFLE SHALL NOT OBSTRUCT ACCESS TO THE STRUCTURE. --~------------------------~~--~~---------------------------~------~---~--------------------a B...-5'x10' GRATED ACCESS PANEL, r W/ 2'X2' MAINTENANCE ACCESS TYP. ,, I -j ,ENTEF WALL WITH I 12" HOLES AT f OC -\ .Ill IN J = 433.60 1 ft:?1'\\ r s:__:}J 0.5% J L 0.5% D.,.. A~ ·' ::e-a..."r ·-------.--1·~.........,1 I , /i I ,, 1--~dJVi?---l • c~ I ' ' I ' ' ' I -"-Ac IWl->-1--.l.--,1 r; , __ c'I ·· I FLOW OUTLET r I ! I \ ' I ~ "' "' ' . .-.,, , I . A . ·.. .., ... · ." ........... 0.5% ....... ::,·" • . • . •. w, TER', VAUT' ................ · .• ::. , c. "".: .••.. · ·• . !t ·. ···· ···m·:" •• ···. /..·i . . .. · !'11c 111 ' ' • '' ii'• !,' ., ?' 11 · '•· · ' '~l>f))' ' ' · ' I .. '• .. ' • • .·. ...... .. ... , .. ,,. ! .. •• : : .. " ·, •• • . "! .... . < '' ., . ' ..... ··. ! •. ..,, ! i. ....... --1,11~ 1 ..• ••>; m • ·• : .. ···,.·•.•• •·· ·•······· ........ t. .. .. . .. . .. , ... . . . . . ! ·.· ....•.. ·'. ·., ........ ··· 1:. I ! A ·.. j 35' ·- 0.5% I I l .•.. ·,.·,.·.t.i · .· ... :' ·······••'.: .... !,,, ••...••..•.• ·.· 90.5 •••·•• ••••. ,·' ··: •••... !' .• : ''! ' . ••. '.• :, ii . tfililIDH'J,fo,,.. . ' • '1' .• ;. .. ·~t' • .... , '" · ..... L ... · ..... ···. ;; . '':::; ;.rrf HI-J!~ITT. f-w _J z ,, / j , . ., ,.-1 ~ !,-(,.,; <.:; ;,; .. \'.,_ i'.:;,f " -'• ['·· .. -- 24" ACCESS MANHOLE W/ '•.J\ \ BOL.T LOCKING RING AND COVER ' PER KCSWDM STANDARDS, TYP '• PLAN VIEW SCALE: 1"=10' HORIZONTAL : ,.-~ '! ---- 24" ACCESS MANHOLE W/ 24" ACCESS MANHOI.E W/ 5 ,x10, GRATED BOLT LOCKING RING AND COVER BOLT LOCKING RING AND COVER 24" ACCESS MANHOLE W/ ACCESS PANEL RIM = 504.20 [ ·-PER KCSWDM STANDARDS PER KCSWOM STANDARDS 7 BOLT LOCKING RING ANO COVER r RIM = 503.66 RIM = 505.06 RIM = 505.22 [ PER KCSWDM STANDARDS I I . . ' . ',J ' ' I (~ I I ~--~ ·-~-.,-,,,,,,,,, .. ,,, ' . ,q ,\./ • .. ' "•I ,.; r, ..... __ ......... _ ...... , ............. , ......... , ...... , .. , ........... , .... ., .............. .. 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND covrn ,-PER KCSWOM STANDARDS RIM = 502.82 I I ; ~ _. ' ! ' .• ;• ' ! " ( 1 ;; ~ 4'x35'x4' \ ) . I ; DEEP SUMP /\~ D llo... 5'x1 o· GRATED ACCESS PANEL RIM = 501.60 l,---------------~~rc,11_r~~---~·~c~========-=k=- 501.5D "',...~-11= ~-ll_ _________________ , _____ __u_.J._ ___ ...JJ__J.l._li _________ __,I..Ll __ =.. ___ u,I" i / ""1-.50 ... ----------I--=-==:-=::::·::.:··::.. .. J[ ___ P.:.:R...:OPOSED GRADE.·-...... ·- 12"¢ I.E. 491.60 -= MAX. WATER SURFACE ELEV. = 496.10 n BOTTOM OF LIVE STORAGE ELEV. = 493.60 I 2.50' LIVE STORAGE I ea 1-- / 498.60 1--I 11 /.,.__--------------~1--"-----------~-------..W...--'-'-, .. 493.60 ~------------------------------------------,'" FOOTING DRAIN · --I L ------=--:=-- 0.5' FREEBOARD BAFFLE __ I:: WALL-~ _ 491.60 - -r---------------------------------·--~ - -491.25/ = BOTIOM OF WATER QUALITY I --5-' -WATER QU1LITY STORAGE STORAGE ELEV. = 488.60 _ _ f,l-~-·----~~~-----------11-------·---------------------------J.. r 487.38 487.83 _.,,Lj---------------1Le------------------L,. AVERAGE SEDIMENT STORAGE@ Ce. --·----------------.......1 I/ 487.25 166' [--------------------·-------------------------=----------------------------·---------------_, 12"¢ I.E. 493.60 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER PER KCSWOM STANDARDS~ RIM = 504.98 ~ 1-- 1-- 501.50 '- - - - - ~ -..=.- - - 0 ~ -=- ~ ~ - - - - ~% ... SECTION B - - -~ ---------'-+-----H SOLID COVER MARKED "DRAIN" WITH BOLT LOCKING RING AND COVER RIM 501.69' 6" PIPE SUPPORTS (2 MIN): 3" X .09" ALUMINUM W/ 5/8" STAINLESS BOLTS C SEE NOTE 11 ---....___ -- SHEAR GRATE :----~ --12"0 RISER 12" MIN. 12"o OUTLET PIPE I.E. 493.6' 1' SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL RESTRICTOR PLATE W/ 0.68"¢ ORIFICE SMOOTH EDGE ELEV. 491.6' 485.1' BOTTOM OF 4'X35'X4' SEDIMENT SUMP DETENTION VAULT / SECTION C NTS DETENTION VAULT NOTES: 1. BAFFLE WALL TO DIVIDE VAULT INTO TWO APPROXIMATELY EQUAL SIZE CELLS. 2. MINIMUM ONE ACCESS MANHOLE PER CELL WITH AT LEAST ONE ACCESS PER 50' VAULT LENGTH OR WIDTH. 3. PROVIOE WATER STOP AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS. PR,:-CAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 4. VAULT SHALL BE DESIGNED AND STAMPED BY A REGISTERED STRUCTURAL ENGINEER. VAULT SHALL BE DESIGNED FOR HS·-20 TRAFFIC LOADINGS, MINIMUM. ALI. METAL PARTS SHALL BE CORROSION RESISTANT. 5. PROVIDE LADDER RUNGS IMMEDIATELY ADJACENT TO ALL INLET/OUTLET PIPES. 6. ALL INLETS TO FIRST CELL. 7. IF i'ROPOSED COVER IS GREATER THAN 8. 1 ', THEN IT MUST BE 2.5' MINIMUM AND ACCESS MUST BE 48" ECCENTRIC CONE SET OVER 24" DIAMETER ACCESS OPENING. 5'x10' GRATED ACCESS PANEL RIM = 501.60 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS RIM = 501.60 ' ' ' - ' I - I -496.10 --~ - - 493.60 Q -----~ - -~ ~ I - - 488.60 - - SECTION P 1-- ~. - - - - --- - - - - / 498.60 \_ FOOTING DRAIN. TYP / 487.25 DETENTION VAULT / SECTIONS B AND D SCALE: 1"c'.10' HORIZONTAL SCALE: 1"=5' VERTICAL SECTION A SCALE: 1"=10' HORIZONTAL SCALE: 1 "=5' VERTICAL NOTE: KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Senior Engineer MOLLY A. JOHNSON. P.E. DEVELOPMENT ENGINEER Completed Date Completed Dale APPROVAL Oat;, E ~ 0 u E -~ E~ 1 0, ~ :s~ § ..,~ ,a~ ,-ctJ ...... llJ N m= .::, 0 Vl°"M > ~ "' 00 0~ ·co<( o ~~"f s: 'r-. a,~ -<a: M z gJ co ~oc Lt"l 0-..--.. ! ::, C) (ll ;CJ ~ 11"\ V, '<t --- ' I I ------- ' I 'ii. N c; ; "' <D "" "" "" "" "' ~. i:' I "' I:' "' I f-' f-' ~I z z z z z w w "' Lu Ld w :, :::, :::, :::, :, :, :, :::, :::, ::, :::, :, 0 0 0 0 0 0 u u u u u u "' "' "' "' "' "' w w w w w w §:1 0 0 0 D 0 0 0 0 0 0 u' u u u u u " ! " "' "' "' "' I ··-·· -------·u , "' o 1 m "' O O , ...._ 0 0 ...._ ' "' "' ' ...._ o, o, N N C') N ........ ('>,I " ...._ -...._ ~ ~L-~ -...._ "' -N -. . ·---- <O 0 0 0 (/) <O 0 ~ ,.,.., "'T 0 a:: (/) ,..... (/) 0 _J _J <( I--w I-0 <( ~ w 00 ....J (/) CL z l() • 0 <( ~ IX) I-_J O'I a.. <( a::: I--<( 0 I 3=: _J I--I :::> <O * (/) <( ..... z > ..-~ z ...... I ,-z ....J 0 ,.,.., w <( F 00 a:: z ..- ~ ~ w 0 DRAFTER: PG/CDM DESIGNER: PG PROJ. ENGR./SURV.: CLG DATE: 2-17-09 PROJECT NO.: 05294 SHEET C9 OF 11 0 '" > Q'. Lu U) w ,Y U) c- I C) ii' ~ ~ <( () z 2 C) f-' <( 0 0 '" 0 "' 0 0 "' (J ,.._--------------------------------------------------------------------------------------------~======~====:J._----~== .. ,J L06S0006 I ! I !· ,n :;: 0 'ii 0 " m N ~ ~ u 0 " '" I 0 / w C 0 o_ U• C • • C N ' GRAPHIC SCALE 10 O 10 20 ~;,I I 1 IHCH -20 FT. 40 ! . • . . ,: I /.' "· SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. SIDEWALK RAMP TO EXISTING GROUND . I I I / I ·/· ,, . ' "" ·, ;,: z o_ LW :j < C., I ~a 8~,, I "' < .. WO ' I!! ill :J 'I~ lr§i C, I-L.., 0: ( ~ ~ 1·:, ZF J;! ){l):J z [X I:~~ i ·1.w ·.•I w ,1 , :r ') ,. _, : ')" ~=[L=~~=~J:i'"~~~~~:::::c:c:-=~~~~';;")=-====;..._===~-;..._----;._..;;__;,. _______ .._;._ _________ :..._ ___________ -"''--~7-----, 'M.'i-I .. I '--·11.:---;---,--1,S~TA~: i2~3+:!i:3~1~.2&.8-=-~. l'=cc00--==== . :=J:l ·--o -----~---....' 'co 1 ' · 10.44'LT EGIN 4" WHITE EDGE LINE · .,±.... -~·----------.. -= -· -----· -· ---_ .. -... ----------.. t-10_._3'-11-.:.1.:;0-.:.3'...;.:14,.:.:.3:_:.\_....,0.11'LT BrGIN DOUBLE YELLOW CENTERLINE . ~~jf'+c'•'if+=:t::c:: ====·_f:io ___ -=::--.::::::::::=::cio=-=c===--===~'j/~~· -------... PROPERTY BOUNDARY ATCH E • CHANNELIZATION -·--F, , ·---------7 I I -~.'. \ TRACT • A" .·,, ------I STREET LIGHT , , LANDSCAPE TRACT .~ 1 -OF PAVE"ENT ·"···\ / LOT 7 I I '--------------J I I I I M STREET LIGHT \ /, / --(i', ~ . ·-; ) : ( i "" , ' '\t~ ~~,;;;--.-_-.--~·~-------S-ID-EW_A=LK ... -~~-·-·~( _:/ SE. 183RD CT. CURB AND GUTTER/EDGE OF PAVEMENT 1--1------=--._-_-\--1\ f:\ i ... ···...... · (PUBLIC ROAD) -I 1HOO I-------------~ [, .. •• LOT6 > ,\, /"~ . ~-~~ I .· .. /./ ' ~~ "~:._~:..--:.-=.~~~~=.~~/ / / // --I II ---_R~W ---l I ~· I _, ., '/ -. ):i-/ I I 11.''i,., I -.,../ I I I , ! . ---c,----------.. J / !( -. --,.. / '"II • : : ;; ! ! . I / I I I ' I. I I -- / / / ---· ·, r I . " I I I ' •:. -I -:;-\ ---------- \ .. , 'I' ; STA: 10+50.00 16" PLASTIC STOP LINE r-------~-......._ I I I I I I LOT 1 .... \ \ '', \ • I I I . I." I I LOT 5 : I I: I : LOT 4 LOT 3 I . I I I I: I I I I LOT 2 I I I I I \ I I I I I I I I I I )'/;~ ii I I • I I I I I l--------------------- I I I I I I I I I I PR I I I I OJECT SITE R/W ' I I 6' SIDEWALK . '· I I 42' 22· I I I I I _________ ) SIDEWALK RAMP TO EXISTING GROUND f-----------.c.FU::..T:.:,U;cRc=E_C:::.0::.:N.:-S .. T._,,RU:::.C:::.T:::10::.:N. _______ ~ <i. R/W 30' I 22' I I 6' (1/~' (1/2 OF ,· rn" "~1--"' rn"a "' CE_NTERLANE) CENTER LANE) 11' TRAVEL LANE 5' BIKE LANE I I 6' i SIDEWALK 116TH AVE. SE. FUTURE R.O. W IMPROVEMENTS SECTION_A N.T.S. " . 2'; w, )1f; Ji I . ' ; ' 0 0 ;!; ~::---t::---,--,'S,f;'TA=!:\:cc2~2'1"9~9,,.5~3--- N • ., ' 10.0'LT D 4• WHITE EDGE LI E I .. 10+00, ~. I ,, w (/) ~ ... -" I • ~ ffi <C')i ... F~ < <O~ ..-.... 0 0 + N N ii I I I STA: 2 +99.53 O.O'LT ND DOUBLE/ YELLOW CENTERLINE I STA: 22+34.29 0.0'LT ND DOUBLE! YELLOW CENTERLINE STA: 2 +34.29 10.11 L BEGIN 4" WHITE EDGE LI E STA: 1+65.18 9. 78'L END EDGE LINE 0.48'Rt END OOUBLE YELLOW CENTERLINE MATC~ EX. CHANNELIZATION GENERAL NOTES 1. CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERlflG (206-296-6596) AT LEAST 10 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. 2. ALL CHANNELIZATION SHALL BE INSTALLED IN ACCORDANCE WITH KING COUNTY ROAD STANDARDS. 3. EXISTING STRIPING TO REMAIN SHALL BE REPLACED WHERE DAMAGED OR OBSCURED BY CONSTRUCTION ACTIVITIES, OR WHERE FADED, AS DIRECTED BY KING COUNTY. ~---·-------------- NOTE: FINAL CHANNELIZATION TO BE COMPLETED WITH FUTURE ROAD CONSTRUCTION ON EAST SIDE OF 116TH AVE SE. KING COUNTY TRAFFIC ENGINEERING ENGINEER DATE ENGINEER DATE SUPERVISING ENGINEER DATE E ~ 0 u E ~ e~ " 2 0:: "' ::, ~ :s~ ~ +"~ cov, 'l[; "' I OJ N 0~ ::, 0 I. v, 00 M ·-O'> 00 "iii<( 0 ou ~ ~ "j' ; I >-s: .,-.. O,; _,:; M Z ro 00 ::, "~ "' r:r~ o m LI"t L/') "'1 ("'<I: -~~ ' j ,. . ·--L' ------- 1 ~-+--f--+--·-·· ------ ' ' I z ;/;, 0 'ii, N ~I c() <O iii ,ls "" "" 5 <JJ ~ ~ <JJ ~ <JJ w t-t-t- "' z z z z z z w w w w w w "' "' "' "' :, "' "' ::s "' "' "' "' 0 0 0 0 0 0 u u u u u u <JJ "' "' <JJ <JJ <JJ w w w w w w 0 0 0 0 0 0 0 Cl 01 0 0 0 0 u U• u u u "' ,,; "' i " "' "' OC) aJ ·,11 OC) ~ 0 a, I!! 0 ~ 0 "' 0 "' <X) "' "' < "' 01 "' N N "' ~ -1. N "' "' ' 0 "' 0 ~ I "' <X) m ~ ~ N ---_,. --__ J___ - co 0 0 0 (/) co 0 __J ' I"") '<I" 0 0::: (/) ,..... 0 __J I I- <( z w ro _J ~ (/) £1.. I() Cl,. • 0 ~ ro I-z 0) 0::: 0 <( <( 0 i= ::r: ~ <( I-I N co • (/) __J ...-z w ..-0 z ..-I- I z ..-z _J <( I"") w <( :c: ro 0::: (.) ...- ~ 0 w > " w w w Q' <JJ C' T (9 ii' ~ ~ <{ u :,; :,, C) t- <{ 0 0 w ('.> ,n 0 0 " c~ DRAFTER: PG/CDM DES1GNE1: PG PROJ. E~GR./SURV.: CLG DA TE: 1 z-17-09 PROJECT NO.: 05294 SHEET~10 OF 11 L06S0006 " n m 10 0 ~ N ' GRAPHIC SCALE 10 20 '"' I nd 1 INCH -20 FT_ ------- 40 I 1: "' -; M_-, __ Y):) - SE 1 / 4, NE 1 / 4, SEC 32, TWN 2:5N, RGE 5E, W.M. TO BE REMOVED ® ' ,0 Y):) I , I ' '-./ ' I' TO BE REMOVED ' TO BE REMOVED ® - -- -----------------~ '' 6 FT_ TREE TO BE SAVED, TYPICAL POTENTIAL LOCATION , OF STORMWATER ---------------- J;Dl~~N TRENCHE? --------: NOTES: 1, TO ~E REMOVED I ~__r 25' FLOW PA TH I I -' ' ' ' I !.i ' I ' I I I 1, 6-FT, HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S), INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS, 2, FOR ROOTS OVER 1-IN DIA THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION, ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRilNG, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE, 3, WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING, TREE PROTECTION " I' ! I ,, ,, "' I "' °' ~ -1 10 N -I I j \I I i ~ j, N ;- ,, II,, -'I I · .. i : I' -,-, .. I! o' :· 01 /' ·f---' N N j I I 'I ! TREE LEGEND NOTE: KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUfHY D.D.E.S. Review Engineer Senior Engineer MOLLY A. JOHNSON, P .E. DEVELOPMENT ENGINEER Comments: Completed Date Completed Dote APPROVAL Date "' a_ ""' z 0 in 5 w 0:: [ ,-' C :,i 't' ,1 " t" ~ 'iic V) f-z w ::,s ::, 0 ul Vl I w 0 0 u "' "" s -E~ :J :s r-IU +i,;;; ,a~ C ~ - > 0 u ' "" a, w > C,'" 1:1) V, ---H---- -·-··-- ! N n ..,_ ""I "" V)' f-r I'-' I'-' z z z w w w ::,s ::,s ::, :,e ::, :,e 0 0 0 u u u V) V) V) w w w 0 0 0 0 0 0 u u u "' "' "' ~r,,.... <ll N .pi 0 V, 00 (Y) _moo "i <t 0 ::li: ~ 'f ~ .,-... -"'rn :2t "' 00 I :C, Lr) C"'_..., o~:G Lt, V, "" ~-- ~--, I ! I "' "" I'-' z uJ ::, ::, (D (j) ' IB "' lli) Q) '1' <D "" V) f-z w ::, :,e 0 u </J Lu 0 0 u "' <O 0 0 0 (/) «:> 0 ~ I-z <( <( w _J CX) ....J a.. en I{) a.. z . 0 ~ CX) I-0 0, F <( 0::: z ~ 0 ~ ~ I w (() ~ (/) 0.:: .-z .-g w ..... I w .-z ....J g: t') w <( CX) 0.:: .- ~ DRAFTER: PG/CDM DESIGNER: PG t') """" 0 0:: (/) " 0 _J PROJ. ENGR./SURV.: CLG DA TE· 2-17-09 PROJECT NO.: 052_94 I SHEET C11 01 11 0 w > Cl' w </J '" Q' </J >- ' c3 °' __ , ~ <C u z " =, >- "' 0 0 w (I; "' 0 0 N Q I 06S0006 ,\if ·rL. JJj1,I -1«.J •\, , II I i1I: ::11/11 I_ I "l'I I'' I,,!_ I, '1" 1, " MALHI SHORT PLAT HEARING EXAMINERS DECISION AND CONDITIONS OF APl:BOVAL _ ~~~~~----------------- PR0PosEos1:10RT PLAT REVISED AND RECEIVED OCTOBER 5. 2006 (ATTACHMENT 1) IS GRANTED PRELIMINARY APPROVAL SUBJECT TO THE ---------------FOLLOWING CONDITIONS OF FINAL APPROVAL: I C. THE APPLICANT MUST OBTAIN THE /1PPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR TI-IE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE PRIOR TO FINAL ENGINEERING 1. TI-IE PROPOSAL SHALL COMPLY WITH ALL PLATTING PROVISIONS OF !<ING COUNTY TITLE 19A. THE FINAL SHORT SUBDIVISION RECORDING APPROVAL. DOCUMEl-iTS MUST BE PREPARED BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF WASHINGTON. THESE DOCUMENTS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL LISTED IN THIS LETTER. 11. ~IIY AND DIMENSIONS (KCC 21 AJ2l.=_ ALL LOTS SHALL MEET THE DENSITY AND DIMENSIONS REQUIREMENTS OF THE R-8 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY SHOIH SUBDIVISION, WHICHEVER IS LARGER. 2. ALL PEf<SONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINJ\L SHORT SUBDIVISION. MINOR REVISIONS TO THE SHORT SUBDIVISION, WHICH DO NOT RESULT IN SUBSTANTIAL CIIANGES AND/OR DO NOT CllEATE 3. THE FINAL RE~EW PROCESS MUST BE COMPLETED PRIOR TO THE RECORDING OF THE SHORT SUBDIVISION OR THE SALE OF ANY LOTS ADDITIONAL LOTS MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND EN\1IWNMENTAL SERVICES. CONTAINED WITHIN. THE DEPARTMENT OF DEVELOPMENT ANO ENVIRONMENTAL SERVICES (ODES) STRONGLY RECOMMENDS TIMT THE E1t:!Al filiQEI..J:'i,AT REY]EW PACKAGE BE SUB.MlIJr:P TD THE DEPARThlEfil AT LEAST ONE YEAR PRIOR IQ .. Jl:!E EXPIRATION DAJE OF Jll.l;_ PREI IMIN81l.L"1~ 4. ALL UTILITIES WITHIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE l<ING COUNTY COUNCIL PRIOR TQ FINAL SHORT PLAT RECORDING. 5. PRIOR TO RECORDING, THAT THE FOLLOV!NG rs REQUIRED PER KCC 19A.OB.160: A. DRAINAGE FACILITIES AND EROSION CONTROL MEASURES ARE CONSISTENT WITH K.C.C. 9.04.090; B. WATER MAINS ANO HYDRANTS (IF REQUIRED) ARE INSTALLED AND FIRE FLOW AYAILAS,.::; C. GRADING AS NECESSJ\RY SO THAT ALL LOTS ARE ACCESSIBLE BY PASSENGER VEHICLE; D. SPECIFIC SITE IMPROVEMENTS ARE COMPLETED THAY ARE REQUIRED AND cmolllONED PRIOR TO PLAT RECORDING OR REQUIRED TO REMOVE ANY SAFETY HAZARD; 6. lC)05 1'1]j_() __ CQVHLfilJBE.AC S G U CS -THE PROPOSED SHORT PLAT QUALIFIES FOR FULL DRAINAGE l<FYIEW AS OUTLINED IN CHAPTER ONE OF THE SURFACE WATER DESIGN MANUAL. FINAL SHORT PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. A PROFESSIONAL CIVIL ENGINEER LICENSED IN THE STA TE OF WASHINGroN SHALL PREPARE DRAINAGE PLANS AND A TECHNICAL INFORMAT10N REPORT AS OUTLINED IN CHAPTER 2 OF THE DRAINAGE MANUAL THE DRAINAGE PLAN SUBMITTAL SHALL DEMONSTRA"IE COMPLIANCE WITH ALL APPLICABLE CORE AND SPECIP.L REQUIREMENTS. cOMPl.lNICE MAY RESULT IN REDUCING T1-IE NUMBER AND/OR LOCATION OF LOTS AS SHOWls ON THE PRELIMINARY APPROVED SHORT PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL, WHICll REPRESENT PORTIONS OF THE DRAINAGE REQU!REJA[NTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE W,dER DESIGN MANUAL (SWIUM) MUST ALSO BE SATISFIEIJ DURING ENGINEERING AND FINAL REVIEW. A. STAN'JARO PLAN NOTES AND A CONSTRUCTION SEQUENCE AS SPECIFIED IN THE SWDM SHALL BE SHOWN ON THE ENGINEERING PLANS (REFrnENCE SECTION 78). B. AS 1,[QUIRED IN l(CSWOM CHAPTER 2, A STORM WATER POLLUTION PREVENT10N AND SPILL (SWPPS) PLAN SHALL BE INCLUDED Willi THE PROJECT ENGINEERING PLANS. C. TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES (BMP'S) FDR TREATMENT G, :]TORM WATER, THE FINAL ENGINEERING PLANS AND TECHNICAL INFORMATION REPORT (TIR) SHALL CLEARLY DEMONSTRATE COMPLIANCE 'MTH ALL APPLICABLE DESIGN STANDARDS. AS DESCRIBED IN CHAPTER 5 OF THE DRAINAGE . MANUAL, A SUBDIVISION PROJECT MAY IMPLEMENT THE REQUIRED BMP'S OR DEFER THE BMP REQUIREMENTS UNTIL FUTURE REVIEW OF BUILDING PERMITS. IN EITHER CASE, THE FINAL ENGINEERING PLANS SHALL CLEARLY INDICATE THE APPLICABLE BMP STANDARDS AND REQUIREMENTS FOR IMPLEMENTAT10N ON THE RECORDED PLAT, ANY l'ROPOSED CLEARING AND GRADING OF T1-IE SITE SHALL ALSO COMPLY Willi THE SOIL AMENDMENT REQUIREMENTS IN KCC 16.8'.'.100. D. A PIWPOSAL TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACT1CES FOR DEVELOP\lENT OF THE SUBDIVISION AND TO RECEIVE CREIJIT IN SIZING lliE FLOW CONTROL FACILITY SHOULD BE INCLUDED WI n; ·n,E ENGINEERING SUBMITIAL. THE ENGINEERING PLANS AND TECl·ll·IICAL INFORMATION REPORT SHALL PRO~DE ALL REQUIRED DESIGN STANDARDS AND PROCEDURES FOR IMPLEMENTING THE BMP'S WHEN APPLIED. DURING ENGINEERING REVIEW, THE APPLICANT MAY ALSO CHOOSE ALTERNATIVE DESIGNS FOR BEST MANAGE'AENT PRA<;"nCES AS ALLOWED BY THE SWDM. THE FINAL RECORDED PLAT SHALL INCLUDE cow;;ANTS, EASEMENTS, NOTES, AND OTHER DETP.115 TO IMPLEMENT THE BMP'S FOR SITE DEVELOPMENT WHEN APPLIED. E. STOl<'A WATER FACILITIES SHALL BE DESIGNED USING THE KCRTS CONSERVATION FLOW CONTROL STANDARD. WATER QUALIT! FACILITIES SHALi-ALSO BE PROVIDED USING THE BASIC PROTECTION MENU. THE SIZE OF THE PROPOSED DR<',INAGE TRACTS MAY HAVE TO INcrn:ASE TO ACCOMMODATE THE REQUIRED DETENTION STORAGE VOLUMES AND WATER QUALITY FACILITIES. ALL RUNOFF CONTROL FAClll"nES SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR RECREATION SPACE IN ACCORDANCE 'MTH KCC 21A.14.180. F. IF Tl-I[ STORM WATER DESIGN REQUIRES IMPLEMENTATION OF SMALL PROJECT SMP'S, THE cOLLOWING NOTE ·sHALL SE SHOWN ON THE FINN, RECORDED PLAT: •prn1AIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOf? '~1::EMED BY THIS SUBDIVISION MUST BE REYI' WED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMP s) Mm OTHER APPUCABLE DRAINAGE STAl:IU,\RDS AS SPECIFIED IN THE S\\'DM. AS DETERMINED BY KfNG COUNTY, THE PERMIT APPLICANT FOR EACH LOT MUST PREPARE A DRAltiAGE SITE PLAN Vf.1H PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS, AND REC8RD A ~ECLARATION OF COVENANT AND GRAhT OF EASalENT FOR IM<'LWENTAT10N OF THE BMPS. ', G. CON!:,ISTENT V1HJ---i ,'\UTHORiTY AND PROCEDURES OUTL!NEJDUSltTMl CEHNATS?~RHA1L_L4 BOEF STUHBEM1T·--·, :(1_·"-DCE." o·N THSWEDAMP,PARDOJPURSITAMT1?NFTOSRMTOAANNDY OF ·11,E ABOVE REQUIREMENTS MAY BE CONSIDERED. AO :, , ie: -" ~ 'M ~I 11-iE MINIMUM FEE DEPOSIT. 7, 1993 KINQ CQllliTY ROADS STANDARDS (KCRS)--:. FINAL SHORT PLAT APPROVAL SHALL REQUIRi:: FULL COMPLIANCE 1~11-i THE PROVISIONS SET FORJlilN THE 1993 KCRS INCLUDING ENGINEERING PLANS FOR ALL IWAD IMPROVEMENTS. THE ENG!NEERING PLAMS SHALL BE PllEPAREll BY A PROFESSIONAl CIVIL ENGINEER LICENSED IN THE STATE OF WASHINGTON. _DQ.E;S STRONGLY REC.QMMENDS THAT Till_ ENGINEE~ING PLANS BE SUBMlllD AT 1..sAST TWO YEARS PRIOR JO THE EXPIRATION MK. Uf D:iE PROJECT. ALL CON'.ifRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SIJAI.L BE DONE IN ACCORDANCE WITH THE KING COUNT! ROAD STANDA!iDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS). THE PROPOSED SHORT SUBDIVISION SHALL COMPLY '11TH THE 1993 KING COUNTY ROAD STANDARDS (KCRS) INCLUDING THE FOLLOWING REQUIREMENTS: A. THE EXTENT OF IMPROVEMENTS REQUIRES SUBMITTAL OF ENGINEERING PLAN AND PROFILES AND APPROPRIATE REVIEW FEES. PLANS SHALL 8E PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER LICENS~D IN THE STP.TE OF V(ASHIN_GTON AND CONTAIN THE APPLICABLE ELEMENTS OUil!NED IN KCRS AND/OR T1-IE 2005 SURFACE w~,rn DESIGN .MANUAL (SEE SECTION 2.2.2). El,EAfi§'.__1-j_QT[ JHAT DiE APPLICANT SHOULD SUBMIT lliE PLANS A MINIMUM OF SIX /61 t,A,9NT'rlS_Elli!).R JO TH'" PRELIMINARY Al'_PROVAL s]l'JRATION Ml]:;,_ 8. 116TH AVENUE SE IS CLASSIFIED AS A MINOR ARTERIAL STREET PER THE KCRS SECTION 2.02. URBAN FRONTAGE IMPROVEMENTS CONSISTING OF CURB GUTTER AND SIDEWALK SHALL BE COflSTRUCTED ALONG THE FRONTAGE OF THIS ROAD CONSISTENT Vl'TH A (2/3)(4)(5) LANE ULTIMATE ROAD DESIGN. DIRECT ACCESS TO 116TH AVENUE SE FROf! 11-IE ABUTTING LOTS IS PF:OH'BITED. A NOTE TO THIS EFFECT SHALL BE SHOWN ON THE RECORDED SITE Pl.AN. C. ADDIIIONAL RIGHT-OF-WAY SHALL BE DEDICATED ALONG 11-IE 116TH AVENUE SE FRONTAGE TO PROVIDE 42 FEET FROM CENTERLINE OF ROAD PER KCRS SECTION 2.02K. ADOlllONALLY, A 25-FOOT PROPERTY LINE RADIUS SHALL BE PR0\.1DED AT THE INTERSECTION WITH THE Oil-SITE ROAD. D. THE tM-·SITE ROAD AS SHOWN ON THE SITE PLAN SHALL BE CONSTRUCTED TO THE URBAN MINOR ACCESS CLASSIFICATION AND BE OEDICA.IED TO KING COUNTY PER KCRS, SECTION 2.03. E. A PERMANENT CUL-DE-SAC AS SHOWN ON THE SITE PLAN SHALL BE CONSTRUCTED PER THE KCRS SECTION 2.Cil. THE ROW FOR THE CUL--llE·-SAC BULB SHALL BE PLACED WHERE IT CAN PRO~DE A 36-FOOT l'IIDE STUB TO lHE NORTH PROPERTY L!NE. T1-IE ROW FOR THE CUL-DE-SAC BUI.B SHALL BE DEDICATED TO KING COUNTY. ADDIT10NALLY, A 25-FOOT RADIUS SHALL BE PROVLDED AT THE POINT WHERE THE STUB MEETS T1-IE BULB ROW. F. A ROAD VARIANCE APPLICAT10N REGARDING INTERSECTION SPACING WAS APPROVED BY KING COUNTY (AHACHMEIH 2) ON JUNE 20TH. 2006 (FILE NO. L06VODD4). THE FINAL ENGINEERING PLANS FOR THE SHORT PLAT SHALL COMPLY 'MTH ALL CONDITIONS OF APPROVAL FOR If-IE ROAD VARIANCE DECISION. G. THE MINIMUM ENTERING SITE DISTANCE SHALL BE PROVIDED AT lHE INTERSECnDM Oc THE ON-SITE ROAD AND 116111 AVEIIUE SE PER THE i(CRS SECTION 2.13. ADDIT10NALLY, STREET ILLUMINAT10N SHALL BE PROVIDED AT lHE NEW INTERSECTION IN ACCORDNICE WITH KCRS, SECTION 5.03. H. MODII ICAT10NS TO THE ASOVE ROAD IMPROVEMENT CONDITIONS MAY B£ CONSIDERED BY lilNG COUNTY PURSUA.NT TO THE VARIANCE PROCEDURES IN KCRS 1.08. ANY REQUEST FOR A ROAD VARl,\NCE SHALL BE SUBM!TTEO TO ODES ON THE _:\PPROPRIATE FORM AND \~TH THE MINIMUM FEE DEPOSIT. ENGINEERING DETAILS THAT iJAY BE SHOWN ON THE PRELIMIN.ARY SITE PLAN MAY NOT HAVE BEEN RE~E'//EO FOR COMPLIANCE WITH KCRS. IF DIFFERENCES EXIST, THE FINAL DESIGN SHALL GE MODIFIED TO IJEET KCRS. J. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD su:cr ACING OUTLINED l!l KCRS CHAPTER 4. AS NOTED IN SECTION 4.01 F, FULL WIDTH PAVEMENT OVERLAY rs REQUIRED WHERE WIDENING EXISTING ASPH/LT. K. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, /,ND SH1\LL COMPLY 'MTH THE KCRS SECTION 5.03. L. A Hi-FOOT \~DE PEDESTRIAN TRACT EXTENDING WEST FROM THE CUL-DE-SAC TO THE WEST PROPERT'' FINE SHALL BE PROVIDED. THE LOCATION OF THE PEDESTRIAN TRACT SHALL BE COORDINATED 'M"l11 T1-IE GREENWOOD SUBDIVISION. THE PEDESTRIAN TRACT SHALL BE .IMPROVED 'MTH 5-FOOT PAVED SURFACE, LAllDSCAPING AND FENCES ON EACH SIDE. M. MODlf"ICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PHOCEDURES IN KCRS. SECTION 1.06. 8. 8. tlJ;ALIJ:L/KQQ--1.:il=. THIS PROJECT IS EXEMPT FROM FURTHER KING COUNTY HEAT1-I IJEPARTh!ENT RE,1EW._ HOWi:VER, IF IMPROVEMENTS ARE REQUIRED FROM THE SEWER AND/OR lHE WATER D'STRICT, THEN VERIFICATION SHALL BE RcQUl°-ED FROM SAID DISTRICl(S) TI!t.T THE IMPROVEMENTS HAVE BEEN BONDED AND/OR INSTALLED, PRIOR TO FINAL RECORDING OF THE SHORT PLAT. 9. ~ONS)RUCTION STANDARDS (TI]ll_ 16)-THE APPLICANT SHALL COMPLY ~!TH ALL ,\PPLICABLE PR0 111SIC:NS OF KCC 16.82. 10. FIRE COIF (l<CC.J.1.L SECTION 902 OF THE 1997 EDITION OF UNIFORM FIRE CODE". A. DUE TO IMADEQUATE FIRE APPARATUS ACCESS AND llff LACK OF HAVING A Flf<E HYDRANT LOCATED V!THIN 350 cEET VEHICULAR TRAVcl-DISTANCE FROM THE BUILDING ENVELOPE OF EACH LOT, fa.NY FUTURE RESIDENCES CONSTRUCTED WiTHIN THIS SHOD PLAT WILL HAVE TO BE SPRINKLERED (NFPA 130), UNLESS T1-IE REQUIREMf:NT IS REMOVED BY THE l(ING COUNTY FIRE MARSHAL OR HIS/HER DESIG:iEE TO REMOVE THE SPRINKLER REQUIREMENT tlQ. STREET-SIDE PARKING WILL BE PERMIHcD ~THIN THE SHORT PLAT (ON TRAC" A) AND IT WILL BE NECESSARY TO INSTALL A FIRE HYDRANT 'MTHIN 350 FEET VE11fCULA.R TRAVEL o:STANCE FROM /,I.I. LOTS. THE ('ITERNATIONAL FIRE CODE REQUIRES ALL PORTIONS OF THE EXTERIOR WAL.LS OF RESIDENCES (AT GRADE) TO SE WITH!! 150 FEET (AS f, PERSON WOULD WALK VIA AN APPROVED ROUTE AROUND THE BUILDINGS) FROM N'l'ROVED FIRE APPARATUS ACCES~. APPH/JVED ACCESS IS A MINIMUM 20-FOOT WIDE UNOBSTRUCTED DRIVING SU11FACE NOT OVER 150 FEET IN LENGFJ IF DEAli-END B. PARKING CAN ONLY BE PERMITTED ON ONE SIDE OF THE PRIVATE ROADS V,HHlls THE SHOiH PLAT. P: \0529'1-\dwg\3\plot\El'_'Jinsering Plons\01-3CVf~5291-l.OWO 4/20/2009 4: 51: 51 PM PDT 12. STREET TREES (KCC 21A 16} -STREET TREES SHALL BE PROVIDED AS FOLLOWS (Prn KCl1S 5.03 AND KCC 21A.15.050): A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FRONT,\GE Al.ONG ALL ROADS. SPACING MAY SE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. B. TREES SHALL BE LOCATED WITHIN ·n,E STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE 'MTH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTATION DETERMINES THAT lREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOUI.O NOT BE I.OC:ATED WITHIN THE RIGHT-OF-WAY, lHEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-~WAY LINE. D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR TflE HOMEOWNERS ASSOCIATION OR OTilER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTEMANCE PROGl<AM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. E. THE SPECIES OF TREES SHALL BE APPROVED BY DOES IF LOCATED 1~11-IIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING TREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE ~!TH OVEIIHrnD U"III.ITY LINES. F. THE APPLICANT SHALL SUBMIT A S]REET TREE PLAN AND BOND QUANT1TY SHEET FC'ls REVIEW AND APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL.. G. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT 684-1622 TO DETERMINE IF 116M SE IS ON A BUS ROUTE. IF IT IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. H. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF TI-IE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WITHIN TWO YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF TIJE TREES ARE FOUND TO BE INSTALLED PER Tl-IE APPROVED PLAN, A MAINTENANCE BOND MUST SE SUBMIHED DR THE PERFORMANCE BOND REPLACED Will-I A MAINTENANCE BOND, AND HELO FOR TWO YEARS. AFTER TWO YEARS, THE MAINTENANCE BOND MAY SE RELEASED AFTER ODES IIAS CCMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTHY AND rnRIVING. 13. BQACL MITIGATION PAYMENT SYillM. -THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY 'MTH ROAD MlllGATION PAYMENT SYSTEM (MPS), KING COUNTY CODE 14.75, BY PA'l1NG THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY KING COUNTY DEPARTh!ENT OF TRANSPORTATION. THE APPLICANT HAS AN OPTION TO EITIIER: A, PAY THE MPS FEE AT FINAL SHORT PLAT RECORDING. IF THIS OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF SHORT PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.7'5, MITIGAT10N PAYMENT SYSTEM (MPS) HAYE DEEN PAID." OR 8. PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THIS OPTION IS CliOSEN. THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DA TE OF THE BUILDING PERMIT APPLICATION. 14, A COMBINED RECREATION AND DRAINAGE FACILITY TRACT IS PROPOSED. THE RECREt,TION SPACE SHALL BE PRO~DED CONSISTENT WITH THE REQUIREMENTS OF KCC 21A.14.180 AND KCC 21A.14.190 (I.E., SPORT COURT[SJ, CHII . .DREN'S PLAY EQUIPMENT. PICNIC TABLE[S], BENCHES, ETC.). THE RECREATION SPACE PLAN SHALL BE SUBMITTED FOR REVIEW AND 1'\PPROVAL BY ODES, WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL INCLUDE LOCATION, AREA CALCULATIONS, DIMENSIONS, LANDSCAPING PER l<CC 21 A. 16 AND OTHER GENERAL IMPROVEMENTS. THE APPROVED ENGINEERING PLANS SHALL llE CONSISTENT Y!TH THE RECREP.TION PLAN. THE FINAL RECREATION PLAN SHALL SE APPROVED PRIOR TO TI-IE FINAL APPROVAL AND 11ECORDING. A PEHFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT 15, A HOMEOWNER'S ASSOCIATION OR OTHER WORKl,BLE ORGANIZATION SHALL BE ESTAEILISHED TO T1-IE SATISFACTION OF ODES Wl·IICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE PEDESTRIAN TRACT AND THE RECREA"llON TRACT. 16. SCHOOL IMPACT FEES-LOTS WITHIN T111S SUBDIVISION ARE SUBJECT TO l(ING COUNTY C:JOE 21A.43, WHICH IMrOSES FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDlnON OF FIN.AL APPROVAL, THE TOTAL AMOUNT OF THE SCHOOL IMPACT FEE SHALL BE ASSESSED AND COLLECTED WHEN "11-!E llUILDlf!G PERMIT IS ISSUED USING T1-IE IMPACT FEE IN EFFECT AT THE llME OF PERMIT APPLICATION. NOTES TO THIS AFFECT SHALL BE SHOWM ON TflE :'.li'IAL Pl.AT OTHER CONSlillll_A_llQl:l,_ A. PRELIMINARY APPROVAL OF THIS APPIJCATION DOES NOT LIMIT THE APPLICANT'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMIT Oil LICENSE FROM THE ~,TATE OR OTHER BUT NOT BE LIMITED TO, OBTAINING A FOREST REGULATORY BODY. THIS MAY INCLUDE, PRACTICE PERMIT, AN HPA PERMIT, BUILDING PERMITS, AND OTHER TYPES OF ENTITLE\IENTS AS NECESSITATED BY CIRCUMSTANCES. B. DEVELOPMENT OF THE SUBJECT PROPERTY MAY REQUIRE REGISTRATION WIT1-I TIJE WASHINGTON STATE DEPARTMENT OF LICENSING, REAL ESTATE DIVISION PROJECT INFORMATION ENGINEER/SURVEYOR: PROPERTY OWNER: APPLICANT / DEVELOPER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: SEWER & WATER: PARCEL ACREAGE: POSTMASTER APPROVAL GEODATUM, INC. 22525 SE 64-TH PL #266 ISSAQUAH, WA 98027 ( 4-25) 837-8083 HARINDER BAPLA 9501 S. 207TH PL KENT, WA 98031 AMERICAN ASIAN CONSTRUCTION, LL.C. 9501 S. 207TH PL KENT, WA 95031 (206) 4-78-0633 322:30590-14 18:311 -116TH AVE SE, RENTON, WA 98058 R-8-SO SOOS CREEK UTILITY DISTRICT 4-7,969 SF (1.1 ACRES) SHEET INDE)( ----------- C1 COVER SHEET CZ EXISTING TOF'OGRAPHY C3 EROSION CONTROL PLAN AND NOTES C4-EROSION CONTROL DETAILS C5 ROAD AND GRADING PLAN C6 STORM DRAIN/\GE PLAN C7 ROAD PROFILES CB ROAD AND STORM DRAINAGE DETAILS C9 DETENTION VAULT PLAN & DETAILS C10 CHANNELIZATION PLAN Vici n it y M a p Scol e " I 1 =N -A I Scule 1 ') N/A Notice Required Contractors shall notify operators who maintain underground util'!ty lines in the area of proposed excavotion or blasti:-,g at least :wo b~siness daysj bul not more thon ten working doys prior to comr.,encemer1t of excovotion 01- demolition in accordance with ;:,,cw Title 19. Nemes a.id telephone numbers of the operators of underground tilility lines in this pro je-::t appear below. These numbers shall also be used to serve ir1 on emergccncy conc'ilions as required. Phone Sonllary Sewer Water District Gas Company Power Company Call Before You Dig DIAL-A-DIG 1-800-:(24-5555 Notes 1. The Develof)er is required to noUfy lhe Land Use Servico,s Division, Land Use Jnspection Section (206) 296-6642, lhree days prior to the; begbniw;i of constructio.1 for a preconslr~ction confer;ric·3 and specificai!y request inspection before beginning: A. Installing siltation and erosion conl.rol measures 8. Clearing ood grubbing C. Earthwork 0, lnstollalion of any u:iderground utility E. Before placing subbose, base or paving sur:aces F. lnslallotio11 of any forms or placing ory concrete 2. A permit must be obtained from the ofrice of lhe !fosident Engine<2r, Washington Sta~e Department of Tronsportotion, before any construcUon is started on any existing state route. 3 A Hydraulic Project Approval (HPA) Permi, rnvst be obtained from the Washington Slate Dc?ortment of Fisheri~s prior· to any wor:< when required. Bonding l11forrnc1tion Restoration Bond Amount !~ --------- Performarice Bond Amount 1~--- Site Pl ,1n Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erasioo controi in unincorporated King County only. These plans do no\ authorize any other utility approval or improvements proposed in any State right of way. Site pion approval is void if the commercial building permit has not been obtained or renewed within two yeor·s of approval. Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plot approval expiration. PRO RATA SHARl: ASSESSMENT ANALYSIS (County Use Only) Section Township Range J NE _J I 32 J 23N J Tax Parcel 3223059014 Number L 9014 .J Site Locallon is within the ----~----~-drainage shed(s) Pro Rota Shore Assessment(s) are: D Required D Not Required from the site due to developrnenl for increased storm water runoff. Peak Runoff Assessment Rate($ ) per c.f.s. increoses.(10 year, 2 hour storm) Peak Volurne Assessment Rate($ ) per Ac. FL increoses.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued Date: Expir-ation Dote: Other Related Permit Number-s Received: Right-of-Way Lise Permit Grading Build ing/Stru cturol Other ______________ ~ Board feet of tree removal on site: 11/9/2006 11/9/2011 <100 Cubic yards of material hauled on/off the site: 1,300 CUT_ __ ls this a highly sensitive area site? (Yes/No): NO Note: If "yes", per SWOM Appendix 044 a Highly Sensitive Site Erosion Control Supervisor is required. See ESC p!on. Erne'rg ency 911 Pol ice-~-ire-Rescue ,----------------------------- Date RECOMMENDED FOR APPROVAL (To be completed by King County) Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Enginee,· Sensitive Areas Structural Review Engineer E 8 sj m "U 0 "' OJ I ,:: C'' Other lQ King County [lfllJ APPROVED FOR CONSTRUCTIO~s DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL SERVICES Dote Q. ~ V '--'--V V OJ~ C r ~ 3-3 2 0 0)- 181 D Molly A. Johnson, P.E. Development Engineer PROJECT CONTACT INFORMATION (To be completed by Consultant) GEODA TUM, INC. 425-837-8083 Name Phone 1505 NW MALL STREET ISSAOUAH, WA 98027 Address aod Zip Code D A Partnership 181 An Individual HARINDER BAPLA 206-478-0633 Name Phone 9501 S. 207TH PL KENT, WA 98031 Address and Zip Code 181 A Corporation D A Partnership CJ An Individual GEODA TUM, I_N_C_. ------~--425-837--8083 Name Phone 1505 NW MALL STREET ISSAQUAH, WA 98027 Address and Zip Cade (/) 0::: w IIl 2 ::J z LtJ _J LL UJ w C) (_) <..I' S" -E~ :,~ ...,~ "'~ 0~ o~ (11 >-~ " oc ~ e,j u.i c5 d H a: 0 :c U) &JU£ :I I I .I n ,o'I -tj--0 0 0 Cl'.: 0 (/) U>, r, (D 0 0 -,!, _I L c_ (l) ([) .. 0 ..0 E § ::J z ' 21 I >-, +--' -I~ () '> Q) ·-, +--' 0 u ~ <( n co 0 co I ,..___ n co I t.() N -tj-- 0 0::: <( 0::: ('.) _J >- O::'. w I u (l) C 0 .c (L L 0 -,~ 0 C --'D L 0 0 u +--' u (l) -~ 0 I.... (L ()J E 0 z "'---(I) +--' i-= +~ (..J (l) ·~ 0 L CL 0 z +s C (l) E Cl.. 0 Q) > Q) 0 <D f 11 I I I §1 C, .; m N "' N 0: 0 r CJ I N ;), " C D 0: D .s • " .s p, ~ -D 3 ? I I I I I I I I I I I I I I I I I I:= ;N I~ I)> !< I fTJ I U) fTJ 10 o NY --·-··-·· ----- I --···---··· I I I I I I I i I I I GRAPHIC SCALE 10 20 40 I I I 1 INCH -20 FT. 00 I"'- <© © ~ ~ a "' 0 00 ' :, ~ 0 If) SE 182ND ST SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. 1321.'l.71' ssii2.:i'Je"E I REMOVE/RECONSTRUCT EXISTING FENCE AT _,,<I ROW LINE AS REQUIRELl TO INSTALL NEW 12" ~ i SD OUTFALL COORDINATE WITH PROPERTY OWNER PRIOR TO BEGINNING CONSTRUCTION I I \ \ \ \ I I I I I I I I I I I I ,. I "'f ,o I ' I Pi FOUND MOlsJUMENT IH CASE _L_EGAL DESCRIPTION.~----------- IHE EAST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTH IIALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER F SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.; EXCEPT THE WEST 347 FEET THEREOF. BASIS OF BEARINGS SECTION BREAl<DOWN PER ROS: 8706090587 ACCEPTED THE BEARING OF 114TH AVENUE SE BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBERANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND Nll(ON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. TRACT '8' 42' RIGHT OF WAY PROv1DED TO ACCOMODATE POTENTIAL FUTURE ROAD IMPROVEMENTS 10: 1 ASPHALT 1RAS1TJON -----n o;, I &) ! I !I I I I I .3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN SEPTEMBER 2005 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. --D 10' PEDESTRIAN TRACT 927 S.F. -====--0 5' BSBL r---------------7 81 / fii I a.I i;f I ,. tl\l //JI · I"' LOT 7 0 ; t 3,297 S.F. ~-/ ._, 11 I / / o: I I / I I I END CONCRETE WALKWAY, BEGIN ASPHALT WALKWAY. L=64.51' TRACT "A" LANDSCAPE TRACT (WITH DRAINAGE EASEMENT DEDICATED TO KING COUNTY) 5,375 S.F. --8 UNIT MAIL60X CBU PER U.S. POSTMASTER 1'\o SEE DETAIL, lHIS SHEEJ ~~,}; >it-63,73' I Y--' ( ---__ ---==!=+-=~~~ ~ I_<-,, / R=164.29' ~o ,1;,22·29'5a• ;;, ----o/ L _____ _:5' ~SBL _____ j~ I. II ~- -;,---~,· )':I;. ~ ~.'l-- "" n\),oo' /~v / /( r ----· --;;-BSBL -----i 10 I I 'I\ i;. · - I 1l), \ ·o\..., f", I "'\ Ao.o. I ~ \ LOT 6 ) < • I ,i, 1'. 'B ~ I ~ 3.967 S.F. ; ,,')' "ls0 ~,s<?, o I m ·/ " ·o )1_. 1.-"',n c.~/ / // --- 1 1 ~"'l8.2a· ~d " --o=· / I "' -e,'i,\" o,, I "' I? ,S1:S1~/,, J, I -\1'-i;_:,a':>; .&,, .,cv I :,'J.. ; .ct I s· esr:~ / _;[;J"' L---------_____ _/ N89'47'21"E 51.09' ------------------, i 5' t:ISBL I I I LOT 5 I S' I 4,715 S,F. 12 ;, I _J I r--m • Lil m I 00 aJ I I "' Lil I w en \,, 'I In I~ I I ;: I I §l ! I ~---------------- 7L31' • "- ''"'5o-:0a··---,, ,., ;;;<o" I I " ..__ / 10-;-. --/ &se1.----1 ; I I r I • I~ I I :8 I I I I _J I ffi w : in LOT 4 3.688 S.F. _JI "-' ml • UJ Ol m o • I "' "' r 15 1z I I I I I I _5"JlSBL ________ ___! 55.00' SE 186TH ST r I I I I I - I ii! I l\l I in I I I I /. "' -/ \CJ LOT 3 3,869 S.F, tl I 18 I I Lu I :,, Q I "' ._J I ;: m o ~1 z "'I I I I I I 5' BSBL I L.---------- 50.00' SE. 183RD CT. (PUBLIC ROAD) --~-18-1.-07-'-,-- 11+00 ·-'-··-.-r') __ 1_1~~ _ 55.00' 10' BSBL r-·--·-------·-1 I ! I I I I I I I I ~ I I~ I .., (I] I gJ I in I LOT 2 4,277 SF I "' I I ~J O> .., I o ro • ,n I •o m ;: . I o •n :z I I I I I I I I I -+--·--·-1,--- aJ I V) "'I "'I I I I I I I 5' BSBL I I 5' BSBL ____ --J 50,00' 50.00' 12' RIGHT OF WAY DEDICATION TO_ KING COUNTY PROPOSED STREET TREE 40' ON CENTER (TYP.) 10;1 ASPHALT 1RASl110N BEGIN AT SOUTH SIDE OF DRIVEWAY APPROCH l'-: _:, u:· CJ I I I : ,i I I I I I I 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATl'lNS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. I • I : ' I ;---1 FULL WIDTH OVERLAY MAYBE REQUIRED PER INSPECTOR. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, 0 + ~ Li.I 10+00, {_\/I ,....., l'ff ' i i I I I I I I • I ,.[ , I I I I , SAWCUT AND REPLACE EX. I DRIVEWAY PER 2007 KCRS. CONCRETE 1RANSl110N RAMP, SEE KCRS DETAIL 3-014- 12' DRIVEWAY CUT PER FIG 3-004 2007 KCRS. VAULT MAINTENANCE ACCESS PAD 20'x12'x12" DEPTH COMPACTED 3/4" MINUS VI/ BOLLARDS, SEE DETAIL SHEET CS PROPOSED NEW STREET lREE, SEE LANDSCAPE AND RECREATION SPACE PLANS 3p. i I I I I 'I I I I I I t ' ') I ,··: =:/ (SET NEW MONUMENT, TYPICAL 2 PLACES) 10+00 SE 183RD CT.= 22+68.06 116TH AVE. SE EL 497.1± ~I ii ~~~~~';··.t-...11 1RANSl110N FROM ROLI..ED I tJ ~ -I" ·1 -~---.::::..1 CURB CUL-DE-SAC TO 1 > ,_ VERTICAL CURB ALONG : <( ~ ;; 116TH AVE SE AT : c,.: I . \';HEELCHAIR RAMP ': :c g§ r: 1, I F ;e · • · PER KCRS SECTION 4.01F, A 1" FULL ': ', ID 6 1 , I ' V~DTH OVERLAY SHALL BE REQUIRED. ;: APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED - I:, 1, "I PRIOR ro PLACING THE OVERLAY. rn:: II --i----+--++--::::::::r-OVERLAY MAY BE WAIVED ONLY UPON I" I I WRITTEN REQUEST AND AFTER AN • I I I I I I I I I I I I I I I I +-~- ' I I I I I I I I I l1 i ! I f I ; I I i I : • I I , ri I ' I EVALUATION OF PAVEMENT CONDl110NS I I I ·/ I I I ! I'(. '· .' ANO/OR CHANNELIZATION REQUIREMENTS HAVE BEEN COMPLETED AND APPROVEr BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. CONCRETE 1RANSl110N RAMP, SEE l<CRS DETAIL 3-014 a o o o o o .:i a 0 0 0 0 o o o a NOlES: 1. SEE SEC. 5.01. 2. INSIAU.ATION OF trn.c.s.u. (INCLUDING CONSTRUCTION OF BASE) WILL BE OONE BY U.S. POSTAL SERVICE:. 3. SEE SEC, 3.04 FOR JOINT REQUIREMENTS. ,. i 1·-+· PI.NrnNO STRIP WllJlll 0 TO VARlABLE .. . •' '. ... ~-·. SEE NOT£ tlO. 2 MOU!if ON f>EOESTAL PllOVIO.ED WIItt fW,C,9,U. UNIT •• ', A,,.• •"l-~', ~" ·~' 'U ,"'. / :.. . . : ... ,' .. •' '•, .. NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MAILBOX INSTALLATION NOTE: l<ING COUNTY ODES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. ~----------~------·· Kl~IG COUNTY D.D.E.S • Review Englneor Completed Dale Senior Engineer Complehid Doto I_ 'JJ31A·~" iiis~';si'o+"E I , 1 · / I__ ··-·--·· --······ ·-·--· 1 .---" MOLLY A. JOHNSON, P.E. APPROVAL Dal• E~ :,0 ...,~ co~ c~ 0 '1 (lJ ~ \!J~ ~ "" N "" [,I, • le' (/) le' I-z z r5 w w :::a ;::; :::, :::, :::, :::, 0 8 0 u () (I) U) (/) uJ w w Q Cl 0 D a 0 " 0 0 "' " "' r---·- "' al "' 0 ~ 0 ' " O> ~ N ~ ' "· "' "' - z t-j <( (L Lu _J U) 0.. _J 0 • ~ !s! I- 0.:: z <C 0 0 Q r-: :c • ...l (0 (f) ~ ,-.- z .... I 0 .- _1 N I") OCl <( 0::: .- ~ 0 :r: I I ~ w ;::; ::, 0 (J U) •,J 0 0 0 "' "' -s?., "' ~ 0 - '" I ct, rt-., <N ~&3M -9'CO -<1'. 0 10 CO ~ :S: I s: .,-.. ~ IY'I Z !,!JOO l{) P-L() OftlN. I.fl ~ e:::.t ~-~- -- '(1 le' z w ::a :::, 0 {) '-" w 0 CJ 0 "' "' 0 "' ~ .. r· ~ 0 ~ co 0 ~ ro LO 0 OC) (J) <C :is':: ! zl 0 I-z w 0::: I") ' ,;I-· a ! ' 0::: ·"-.. '(/)" ....... ···o _J 0 ~ °' w ,n L,J "' 'f) I-;c {.'.) ii< _J _J <( u "' :f '" <( 0 0 w " <O 0 0 N 0 1---------,--·--""'1 DRAF l[R; PG/CDM DESIGNEfl: PG PRO,'. ENGR./SURV.:I CLG DATE: 2--17-09 PROJECT NO.: 05294 "' -----····· ' ' FOUND DEVELOPMENT ENGINEER gJ / MONUMEN c 2 ~ IN CASE SHEET . 01" 11 ~ I L----------------------·-------------------------------------------------------_!;;;;;=====~===;;;.1,.. ___ Lio516~s;ooiooo~a \.(.1 I " Iii 11 r11 ,; ., ,1: I ,.:, I I I 11 i1, !e? r· 4, J,, :i.~I !( '),'' \;', .------------------------------------------------------·------------------------------------------·--·-------, E f ., s r 0 CL ii: "' 0 '" ,o ,; 10 0 M"" • j N ' GRAPHIC SCALE 10 20 I L INCH ~ 20 FT. EROSION AND SEDIMENT CONTROL NOTE ---:, <"h . ·/ -:_; j i/' '1 1:.J.i,r:idr11:i1.1:..; l., ". '' l. ' ,.; 1. APPROVAL OF lHIS EROSION AND SEDIMENT CONffiOL (ESC) PLAN DOES NOT CONSTITUTE NI APPROVAL OF PERMANENT R'lAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF 11-IESE ESC PLANS AND lHE CONSffiUCTION, MAINTEMANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES rs THE RESPONSIBILITY OF lHE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSffiUCTION rs N:iaPROVED. 3. ·11 IE BOUNDARIES OF lHE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS l f.NGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING lHE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND lHE CLEARING LIMITS SHALL BE PERMlillD. THE CLEARING LIMITS SHALL BE MAINTAINED BY THC: t.r'PLICANT/ESC SUPERVISOR FOR lHE DURATION OF CONSTRUCTION. 4. 'IIIE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AIID GRADING SO AS TO ENSURE THAT lHE TRANSPORT OF SEDIMENT TO SURFACE WAlERS, DRAINAGE SYSTEMS, AND f,IJJACENT PROPERTIES IS MINIMIZED. 5. ·111E ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURIIIG ·11lc CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS t,IID MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES f.[iD SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY lHE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. V/RlillN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE VIET SEASON (OCT. 1 TO APRIL 30) AND Of MONlHLY REVIEWS DURING lHE DRY SEASON (MAY 1 TO SEPT. 30). 7. AI-IY AREAS Of EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, lHAT 1MLL NOT BE DISTURBED FOR TWO DAYS OURING lHE WET SEASON OR SEVEN DAYS DURING lHE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WllH lHE Af'PRO\IFD ESC METHODS (E.G., SEEDIMG, MULCHING, PLASTIC COVERING, ETC.). SE 1/4, NE 1/4, SEC 32,TWN231\J,RGE 5E, W.M. i I • ·.1 /j . I :[ I i , !I r I '' " I I. 11 1· • I I' ( I I I' ( I I ·! ' ' ' I ·, I I I r> 'I I I .:I / \i:.··...-'/1::1:: .. .r'!!J:J.!H,i H.f. 1·:; I/·.,\ c..· a\ !:i :~:. '._:,(; ii I !J I I I , I I I I r: A. \ ,.:1 .-;,;/' i \ l)C! :1clull\!~ .. i·. C i J:.' · Io' ·0111111 >1 1lf ,l1., ·., 11 : :1 I Xi , /-·i ! I I I II I - • --'., ,'. .. i ,. . \i . "· ,. ' ,·.i ._·;J·i 1·11-;cid1· CLEARING LIMITS 0 PROP. LINE .. ,. ! I. ·, I:. \-~ ' TEMPORARY ' , CONSTRUCTION I 1 EN'IRANCE J ;soo---: 50.2-._ \ '--~ -----:~ ' ' PR01fC.T NEVI CB WITH CB INSERT Ui'ON INSTALLATION (TIPICAL) lEMPORARY INTERCEPTOR SWALE W/ ROCK CHECK DAM SEE DETAILS SHEET C4 ![·i\i h ,j .\Fi f [ .j',./ '--; '!'· ; f j f t ·.,:;·::·,-·"' I -L!.j 1 ·•• • , I , I i! ----.---. ., ·.-, ., , ') . i, : fJ:. I.,. __ ' I 1" .. .~.~: I ;, 11· ·_11 '·' i ! I ,1 I :t I 1 .. · .. :if I : (', ,i i:, i I I ::1 / I 1:; I . c.J .• . ' ,·t l ' •C;~: I ' ' I I ' i, 1 I I ! r ' I . ' l ;, I .-1\ , I 'l" I , ,,, I ,, I : I. l. \;. r·, ' \. \ I •• ! ... ··,-'··i I j l ! ', J I I ' • w (/) I I- CD ..--..-- SILT FENCE, SEE , . DETAIL SHEET C4 ~ 'I ! 1, I f ·h, I I •1 nn. ·1u· 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATIENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL SE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITIJIN FORlY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE V~lHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERA'nON SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO lHE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT lHE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADOl'nONAL MEASURES, SUCH AS WASH PADS, MAY DE REQUIRED TO ENSURE lHAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE fJURAllON OF lHE PROJECT. 12. ANY PERMANENT FLOW CONffiOL FACILITY USED AS A TEMPORARY SEffilNG BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONffiOL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACIJY. IF lHE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, lHE TEMPORARY FACILllY MUST BE GRADED SO THAT THE BOTIOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE smAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF lHE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITIED TO lHE DOES INSPECTOR. TIIE ODES INSPECTOR CAN REQUlf<E SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURF ACE WATERS, ADJACENT PROPERllES, OR DRAINAGE F ACILlllES. , I • I ' CONSTRUCTION SEQUENCE . : : I I ': I ' ! I I 'i ! I I ' I I 1 1 ! \ii ! I . ' I I I i 1. CONffiACTOR TO ARRANGE AND ATTEND A PRE-CONSTRUCTION MEETING WllH KING COUNlY DOES. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTICE OF CONSTRUCTION ACTIVllY SIGN 111TH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENffiANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION SITE. 8. CONSTRUCT SURFACE WATER CONffiOLS SIMULTANEOUSLY 111TH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 10. RELOCATE SURF ACE WATER CONffiOLS AND EROSION CONTROL MEASURES OR INSTALL NEVI MEASURES SO lHAT AS SllE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL rs ALWAYS IN ACCORDANCE WllH lHE KING COUNlY EROSION AND SEDIMENT CONffiOL STANDARDS. 11. COVER ALL AREAS THAT \11LL BE UNWORKED FOR MORE lHAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING lHE WET SEASON WITH SffiAVI, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNVIORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF TIJE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. SCALE = NTS LEGAL DESCRIPTION LOT 4, BLOCK 2, LAKE UNION HEIGHTS ADDITION TO THE CITY OF SEAffiE, ACCORDING TO lHE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 70, IN KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF SEAIB.E, COUNlY OF KING, STATE OF WASHINGTON PROJECT NARRATIVE THE PROPOSED SITE IS LOCATED EAST OF STATE HIGHWAY WA-515 IN RENTON WASHINGTON. TIJE SITE rs 1. 1 ACRES IN SIZE AND INCLUDES A HOUSE AND DETACHED GARAGE. THE TOPOGRAPHY OF lHE STIE AND SURROUNDING PROPERTIES GENTLY SLOPPES TO TI·lE NORTI·IEAST. SURFICIAL SOILS CONSIST OF SILTY SANDY LOAM, lHERE ARE NO CRITICAL AREAS ON THE SITE SUCH AS HIGH EROSION RISI( AREAS, WETLANDS, smEAMS, DR STEEP SLOPES (POTENTIAL LANDSLIDE AREA). lHE PROPOSED DEVELOPMENT CONSISTS OF A 7-LOT SHORT PLAT, STORMV/AlER DElINTION/WATER QUALITY FACILllY, CONSTRUCTION OF A NEW RESIDENTIAL STREET AND CUL-DE-SAC 1111H SIDEWALK AND LANDSCAPING. A COMBINED STORMWAlER DETENTION AND TREATMENT VAULT \11LL BE CONsmucrro 1;,t lHE NORTHEAST CORNER OF THE SllE. NEW SANITARY, ELECTRICAL, GAS AND STORM DRAIN IJ'nLITIES WILL ALSO BE CONSffiUCTED, CONSTRac-cfoN SWPPP REVIEW REVIEW DATE NOTE: l<ING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. -1 Review Engineer ~C~o-m_p_la-t.~d-D_o_t•-1 ON-·SiTE INSPECTION REVIEW DATE Senior tnglneer Comploted Date - w r ~-~---- I ~1, N "' <· ID as "" "' se f!2 f!2 f!2 f!2 f!2 z z z z z w w w w w "' "' "' "' "' "' :,a "' "' "' 0 0 o• 0 0 0 0 o, 0 () <I) <I) u, 1/l to w w '" w w 0 0 " a 0 a D a· a CJ CJ u C) ! 0 0 >: I Y. "'. "' "' I -----:1 --- "' "' "' ~ ~ "' -~ .!';_ p "' "' ' cr, "" ~ ~ N ~ ~ " 0 ~ "' "' r· ~ ' z <I'. _..J 0.. z 0 F z ~ w a::: u.. I-z <( 0 w ro _J F (/) CL ::i 1.0 • 0 ..J ~ ro ..J f-0 < en a::: ll. ' ~ 0 0.:: Ff :c ~ (0 • <n 'T" z <.( ~ f2 :J: .... I :'IE ,-z ...J a:: f"') w <( f2 co a::: ..- ~ U) z 0 r-- (.) :::> ~ V> z 0 () '" "" {/) I-z w ~ " 0 0 "' w 0 0 0 "' ---, "' ~ 10 ,, N -~ u z ;:; ;:2 "' § '-::================-=M=O=LL=Y=A=. =J=Ol=iN=S=O=N=, =P=,E=, ==='=A=PP=R=O=V=AL=D=ol=•~· •------------.... :g~..,.: C 00='"°'"" ""' SO,C~S ••oe,a, ~omm • ~ SITE VOLUME CALCULATIONS CUT VOLU~1E (cu. YDS.) 532 FILL VOLUME (CU. YDS.) 431 NET VOLUME (CU. YDS.) 101 CUT VAULT CUT (cu. YDS.) 1,200 CUT "ALL VOLUMES ARE APPROXIMATE AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. THE VOLUMES DO l~OT INCLUDE STRIPPING, STRUCTURAL EXCAVATION, EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE FILL VOLUMES HAVE INCLUDED A 10% TO COMPACTION FACTOR". DRAFTER: PG/COM DESIGNER: PG PROJ. ENGR./SURV.: CLG DATE: 2-17-09 PROJECT NO!: 05294 SHEET c1 OF 11 L06S0006 o 0 '" ;1 Q .; rn N :" w 0 °' w ,o I 3- " C 0 0: 0, C ·~ " .s 0, C :;!- 0 5 o, • )- " rn N ,n ;;- CL -------------------------------------------------------------------·--·--------------------------------------------------------------, ?-01'-I) e ~ ,,. ,,:•c,•"'' ~ 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 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESE~IT, AS PER KING COUNTY ROAD STANDARDS 4"--8" QUARRY SPALLS __ _,, GEOTEXTILE--_, 12" MIN. THICl<NESS t TEMPORARY GRAVEL CONSTRUCTION ENTRANCE - :nq~ lrr;ll~lil L ms JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. / . -----.. .. j • . .. m!'w w w m m ,~, : · m1 nillmillrr'1UrnITlmWmITTmWmill11Wmillrnl IL I I -6' MAX. / - 2"x2" BY 14 Go. WIRE OR ENT, IF STANDARD TH FABRIC USED EQUIVAL STRENG F irl!l!i 11illm ~ .. + ILTER FABRIC _ __,,_ MINIMUM // "x4" TRENCH POST SPACING "1A Y BE INCREASED \\. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"- WASHED GRAVEL TO 8' IF WIRE BACl<ING IS USED ,, __ '·, i"x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE ~osTs, REBAR, OR EQUIVALENT 11,STALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL NTS SILT FENCE NOTES: 1. SEE ADJACENT DETAIL 30-100 SIEVE SIZE FOR SILT FILM 2. THE GEOTEXTILE USED MUST MEET THE FOLLOWING SPECIFIC/\ TIONS: MIN -1 z 2 N AOS (ASTM 0-4751) WATER PERMITTIVITY (ASTM D-4491) 50-100 SIEVE SIZE FOR OTHER FABRICS 0.02 SEC GRAB TENSILE STRENGTH (ASTM 0-4632) GRAB TENSILE ELONGATION (ASTM 0-4632) ULTRAVIOLET RESISTANCE (ASTM D-4355) mo LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS PEF, MINUTE ST /\ND ARD STRENGTH FABRIC 30% MAX. A COPY OF THE M/1NUFACTURERS' FABRIC SPECIFICATIONS MUST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO l~JCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1V. OVERFLOW POROUS BOTTOM/ INSERT NOTES: NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT. AN OVERFLOW, AND CAN BE EASILY MAINTt,INED. 1) ANY ACCUMULATED SEDIMEl~T ON OR /\ROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDl~IENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2) ANY SEDIMENT IN THE CATCH BASIN l~ISERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. 3) THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTI-IL Y. CATCH BASIN INSERT CROSS-SECTION NTS SE 1 /4, NE 1 /'1-, SEC 32, TWN 23N, RGE 5E, W.M. 495.0 SURFACE AREA DETERMINED AT TOP OF WEIR f-:' MIN. ~ _l __ _ EL = 498.50± 3H: 1 V MAX. t---- 3.5' -5' FLAT BOTTOIA ~---'-----3/4"-1.:," 2"-4" ROCI< RIPR/\P WASHED GRA I/EL GEO TEXTILE NOTE: TRAP M/\ Y BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION SEDIMENT TRAP NTS DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEI/EL SPREADER 2: 1 MAX. SLOPE LEVEL BOTTOM _ ~ -1 [ [:::::ffiill I' MIN.l / --I . -=1n~'hn1=TTT - -/ ,L,-111--111 111::--111=111-•''-.. ffi11l:::111m·=i i TI111E1, _:,;;::I :::'.:J~.'.J .i 11::-11 ,-, .. 2' MIN. 1. SWALE SPACING DEPENDS ON SLOPE GRP:DIENT MAINTENANCE STANDARD.$_;_ 1. DAMAGE RESULTING FROM RU\IOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO ~JOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE DIKES/SWALES SHALL BE INCREASED. [NTERCEPTOR SWALE_ NTS CHECK DAM CROSS SECTION NTS 2: 1 SLOPES ~\ ,· .. ,· "°~ r-=~~~ / :111=11 J=[Tr;::::;; 1 , A B i-J J 1=111 111=111=1 -1 -----L --a]\h.; ···-111=111 lll.,1ill111 Ill m-II ~-~~'e: ~~ "-111 =111 -111 111 = _ L = THE DISTANCE SUCH THAT POINTS "l-11 1=111 111 JI: "-111·-=1 A AND B ARE OF EQUAL ELEVATION CHECK _DAM DETAIL NTS MAINTENANCE OF SILTATION BARRIERS: 1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES. NECESSAf,Y REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALi_ BE DRESSED TO CONFOmA TO THE EXISTING GRADE, PREPARED AND SEEDED. NOTES: 1. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTAN flALL Y INCREASE THE EFFECTIVENESS OF THE PAD AllD REDUCE THE NEED FOR MAINTENANCE. 3. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIALS. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED D!lvlENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MA~IUFACTURER'S SPECIFICATIONS. 4. GEOTEXllLE: A. GRAB TEN SIL STRlNGTH (ASTM D 4751) 200 PSI MIN. B. GRAB TENSIL ELONGATION (ASTlvl D 4632) 30% MAX. C. MULLEN BURST STRENGTH (ASTM D 3786-BOA) 400 PSI MIN. D. ADS (ASTM D 4751) 20-45 (US STD SIEVE SIZE). 5. AGGREGATE: 4." TO 6" CRUSHED BALLAST ROCI<, OVER FILTER FABRIC. 6. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12 INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE E~ITRANCE MUST BE AT LEAST 100 FEET. 7. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROl,I ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAl<E WASHING MORE CONVENIENT AND EFFECTIVE. REQUIRED DURING WINTER CONSTRUCTION . 8. MAINTENANCE: THE CNTRANCE SHALL BE MAIIHAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAYS. THI'., MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AS CONDITIONS DEMAND, .~ND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED I ROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE-CONSTRUCTION MEETING 2. POST SIGN WITH NAME AND PHONE r,IJMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN) 3. FLAG OR FENCE CLEARING LIMITS 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE 6. INSTALL PERIMETER PROTECTION(SILT FENCE, BRUSH BARRIER, ETC) 7. CONSTRUCT SEDIMENT PONDS AND lR/\PS 8. GRADE AND STABILIZE CONSTRUCTION ROADS 9. CONSTRUCT WATER CONTROLS (IN!ERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC)SIMULTANIOUSL Y WITH CLEARING AllD GRADING FOR PROJECT DEVELOPMENT 10. MAINTAIN EROSION CONTROL MEASURES 11\J /\CCOf<DANCE WITH KING COUNTY STANDARDS AND MANUFACTURERS RECOMMENDATIONS 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIOI\JS CHANCE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE l<l~IG COUNTY EROSIOI\J AND SEDIMENT CONTROL STANDARDS 12. COVER ALL /\REAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT 13. STABILIZE ALL ARE/IS THAT REACH FINAL GRADE WITHIN SEVEN DAYS 14. SEED OR SOD ANY /\REAS TO REMAIN UN\vORKED FOR MORE THAN 30 DAYS 15. UPON COMPLETION OF THE PROJECT, Al.L DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD A~ID DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE SEPARATE REVIEW AND APPROVAL BY DOES PRlOR TO INSTRUCTION. (KCC 16.04.16.70, 14.20) 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAll'ilNG WALLS. ALL ROCKERIES IN COU~ITY ROAD RiGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH l<CRS, ROCKERIES OUTSIDE OF THE ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IM ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. NOTE: l<ING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Completed Date Senior Engineer Completed Dote MOLLY A. JOHNSON, P.E. APPROVAL Dote DEVELOPMENT ENGINEER "' n. <( z 0 i7i 5 '" "' Jo! <( Cl d ~ ,, F, r=i '" 'd 0 m u• ~ ~ fi""tc: (/J I z w :s "' 0 u (/J w 0 0 l) '" ,u I.:) ' ,,, ' ,n f I L c,' EE E~ :,~ +,I~ a,~ I al ..... o., N c~ ,r-;;o VJ~M -!, CX) ·-0 0~ ~~'1 3; _c:"" r-,. a,~ . co: m 2 00 I :::, "~ u, r.:r..-0 i1l Lf1 U) ~~ ~--- --I---'-'---' I I ~1 N !;I, " !ji, 'ls i" i" i" Ii! (/J f-z z z 2 z w w w UJ w ::, :s "' "' "' ::, ::, ::, ::, "' 0 0 0 0 0 (.) (.) c,, (!) u 1/l (/J (/JI in m w ti,: ~1 ~ w 0 0 0 0 01 GJ ,, u u u "' u ,: ,: ,: " ,: -=H I "' ! "' "' oj "' ~1 0 0 ..... "' ..... ', ro ~ '-.. 0, m Ni qi "' <::. ~ ...., ~ <::. 0 " 00 m .-T N CD 0 0 0 (/) (0 0 _J ,, I") (/) '<I" _J 0. <( ' D:'.' (/) 1--I' L,J 0 O"' __J 0 z I- <( <( (/) w w co __J I-(/) fl 0 LC) 0 z LLI CD I-> CJ) _J <( 0:::: 0 <( 0 Ct'. I ~ f-I-::-.c z r.o . (/) () ,--z 0 ,--0 ,--f- I z ..--z __J 0 I") w <( (/) co Cl:'. 0 ,- ~ 0:: 0 w ':!! n: w 0 Vl w z " Vl <( f- I C, CL iE CL -' -' CL <( ~ ci (!) ;:; " :, >- <( 0 0 LO "' ,ri 0 0 N g DRAHER: PG/CDM DESIGNER: PG II PROk ENGR./SURV.: CLG DAE: 2-17-09 PROiECT NO.: 05r94· SHEET C 4 mr ·11 L 9 6 so·_o_o...,s I -.. ---· .. ··-·------- l\1 Ji;. Ji\ :J 1ll ! ··, :l.f \:;1 J:iA •' (\. ;j; j\~\ ·l)'-" :lh ··t,·'~'~ ,1)•, :i{ ;~i '·f:,'.';\ A:j •{,f\ ·,-v ,1·t ·fl'{ .,,"t SE 1 / 4, NE 1 / 4, SEC 32, TWN ;~3N, RGE 5E, W.M. R/W N ' G!iAPHIC SCALE 10 0 k.s• 10 20 I I 40 f 1 INCH -20 FT. 34' 11' 5'-0" --·-,-- 11 ' w z SAN. SEWER ON SOUTH :::, & WEST SIDE OF STREET. a, -~ SEE SEC. 8.02C ~ R/W --=5'-0" MIN. 02 FT .02 "fr.£1fft.1.;..,, ~-='°" ~'"""''"':"""~'=/,01& :·::1: ~-· ·,;-:-~ :,CEMEN: CONCRETE SIOEWALK (TYP.) 1'-6" SUBGRADE SLOPE 0.02 FT./FT. W ' -·--ROl.LED CURB. SEE LlWG. NO. 3-002 WATER LINES ON-· ~o NORTH & EAST SIDE y OF ROAD. SEE SEC •. 8.02A CATCH BASIN & STORM SEWERS (TYP.) SE 183RD COURT N.T.S. ,_ GAS LINES ON SOUTH & WEST SIDE 1'-6" Of STREET. SEE SEC. 8.02A 2" COMPACTED DEPTH HMA (CL 1/2") 4" COMPACTED DEPTH HMA (CL 1") SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY (STD. PROCTOR) PAVEMENT NOIE._ 1. TRACT '8' PER l<CRS. SECTION 4.01F, A 1" FULL WIDTH OVERLAY SHALL BE REQUIRED. APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL, SURFACING A~ID PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE WAIVED ONLY UPON WRITTEN REQUEST AND AFTER AN EVALUATION OF PAVEMENTCONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. iJ :1 >;/ ;I 42' Ri6~T OF WAY PROVIDED TO ACCOMODATE POTENTIAL FUTURE ,i.,i/i'•.,,,.>(J• "~~?J3fJrPR01/EMENTS ' .,. j-\ ·i.;· 10' PEDESTRIAN lRACT 927 S.F. END CONCRETE WALKWAY, BEGIN ASPHALT WALKWAY. .r ROCKERY END ,:·1 r ROCKERY MID TOP:502.8± BOTIOM: 500."H: 'i /·, ,: \ ,.f 1 •f \ I'----.•. I-' ' t,)(;,U ,;._:i':::·1 "L \" SITE VOLUME CALCULATIONS "' C -~ CUT VOLUME " ·5, (CU. YDS.) ell-----~ J ,o / "' • 532 FILL VOLUME (cu. YDS.) 431 NET VOLUME (CU. YDS.) VAULT CUT (CU. YDS.) -------------! 101 CUT 1,200 CUT ! "ALL VOLUMES ARE APPROXIMATE AND REPRESENT FINISH GRADE TO EXISTING A GRADE AS SH OWN. ; THE VOLUMES DO NOT INCLUDE STRIPPING, STRUCTURAL EXCAVATION, EXPANSION e. FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE FILL VOLUMES HAVE INCLUDED A 10% TO COMPACTION FACTOR". .J ··· .. TOP:504.0± BOT~~1~'J{t~: HEIGHT: 2.4±" ,"1, ! ' 'ri Ii, ! . ! PROPOSED STREET ,-TREE 40' ON CENTER, (TYP.) 10: 1 ASPHALT TRAS1110N BEGIN AT SOUTH SIDE OF DRIVEWAY APPROCH - )' (f_ 42' TOTAL NEW ROW R/W R/W 1~--------=__:_:==-c..:=-=c.-_ _______ -+-1 . t---------_.=c22=--'-------~l30' EXISTING ROW R/W NOTE: SEE SHEET C10 FOR FUTURE LINE CONFIGURATION. 2% ~ CEMENT CONCRETE VERTICAL CURB AND GUTIER KING COUNTY 3-002 & 3-004 FOR DETAIL SEE SHEET CB 10.5 2% - w z :; " e 11.5' 7.3'-9' ~-'----..J...-1' SAWCUT VARIES VARIES EXISTING 2" COMPACTED DEPTH HMA (CL 1/2") OVER 4" COMPACTED DEPTH HMA (CL 3/4" OR 1 ") 9" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED TO 95% MAX DENSITY (STD. PROCTOR) 116TH AVE. SE. SECTION A SPOT ELVATION DETAIL . I I -~".Y~J { ·;'r,'.\ -·1·-,,1 ··-·1··,r ~/ ,,r ,,,, _:I ,'I\ / , .. /.,__~ ,, r ,.., ] , I j ,1 '-._ 6: '""') I \ l ~,4i~.of /: I I \ '/ ,I .,,-r' i ,! 7~ , I r . f I. . i ·• l! ' ·1 : I ! I ! " I FULL l~DTI-1 OVERLA y I ~I i MAYBE REQUIRED PER I · INSPECTOR. N.T.S. --r; I SAWCUT AND REPLACE EX. J!1-·-1 . [ DRIVEWAY PER 2007 KCRS. ll' ·'·-,,,,\ ;: , CONCRETE TRANSITION RAMP, SEE J ' . ' ' KCRS DETAIL 3-014 ' I I ,• 11,i,:,.:·:/'i~·t ·· I ··. i' 12' DRIVEWAY CUT PER flG 3-004 2007 KCRS. REMOVABLE BOLLARDS, T'IP 3 PLACES, SEE KCRS DETAIL SHEET C6. VAULT MAINTENANCE ACCESS PAD 20'x12'x12" DEPltt COMPACTED 3/4" MINUS. -PROPOSED NEW STREET lREE, SEE LANDSCAPE AND RECREATION SPACE PLANS (SET NEW MONUMENT, T'IPICAL 2 PLACES) 10+00 SE 183RD CT.= 22+68.06 11611-1 AVE. SE EL 497.1± 0 0 7 I iii' I /fJ I " I ~ I I I I J I , .. I ;/ .. r, ;il --~ I I I -.,, '•, .. ,,, ---.• ·o I[ 504.98 ·• ·.· . ( ~ .: ~ . filh__ll.Qtl (116TI-I) 22+20.45 6=91 "35'57" R"':35.00' L=51;.95' (SE 183RD C:T.)10+5!3.31 STATlot~ (116TI-I) 23+12.49 l"F8B'24'03" R=35.00' L="54-,VO' (SE 183RD CT.)i0t55.74 (SE. (SE. (SE, (SE. STATION 18.JRD C:T.)11+32.16 IF65'35'15" R=35.00' L~40.07' 18:';/W CT.)11+71.35 S--:-ATlON 183RD CT.)11+53~ 6=36'20'15" R~35.00' L=21.88' 163,D CT.)11+71.25 · ... ROCKE.RY ENO '··--.TOP: 504.0± BOTTOM:502.7± HEIGHT: 1'3J; , I ):' ••n••·•••---••·-• •-~~t:l:~:--->::,.,, ·,, 5' BSBL/ • •.• -----------7----'·s. ,,. . & TRACT "A" ANDSCAPE TR ., .. I QURB REJURN & OFFSET TO BOC 22.0' LT. 11.0' LT. 1/4A 1/2A 3/4A QURB REJURN & OFFSET TO BOC 22.0' LT. 11.0' RT. 1 /411 1/2A 3/411 QURB REJURN iA OFFSET JO BOC 10.0rRT. 27.38' RT. QJ.IBB REJURN 11_ .OcFSET TO BOC 10.55' RT. 21.61' RT. 1/4;\ 1/26 3/4A 1/411 1/211 3/46 EL @ BOC 497.34 497.35 497.35 497.36 497.37 JcL~_BQC 496.01 496.33 496.65 496.96 497.28 El. @ BOC 502.76 503.42 504.20 504.21 504.69 EL. @ BOC 504.65 504.73 504.84 504.73 504.69 NOTE: KING COUNTY DDES APPROVAL iS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KIMG COUMTY D.D.E.S. R1:1vlew Engineer Senior Englnetir MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Compleh.,d Date-·- APPROVAL Dote E .,. q cc E -iil E~ "tl 0 w rn i :,~ ....,~ cu~ 1i:i ,-. <lJ N 0~ ~~M __ en oo 0~ 7ij <t 0 ~~°? :? .,-. (D; > .<:: ,.,., z ro oo ::, . "~ LI) o-~ 0 "'LI) :J l.t'l ~ cy. V, r---- o:: r-·--~-- ~, I -· __ , _ __j._..j ___ _ I lit, "I ~ "" ;/;. \II, <.P '"' r-r-r-r-if) r-,- z z z w w w i'ii i'ii z w ::; :,; :,; ::; :,; ::; " :::, "' :;; ::,; :;; 0 8 0 " (.) 0 0 0 0 0 0 (/] (/) Vl w l':l w Cl Cl " 0 0 (/} en (/} ~· w w g 0 0 0 0 () ~ 0 "' " 0 0 0 " Y. "' ' --+·- I (0 (0 "' "' ~ .<:?.. a, ~ ~ co "' ~ "' "' N ~ "' ~ ~ '· -<:. 0 :: "' .. N L ·-- (0 0 0 0 U) ~ '(, I-z <( <( _J _J Q_ a.; (!) I-z et:: Cl 0 <( :c D:'.; (!) (J) ' ..:cl :c Cl _J <( <( 0 ~ u:: Dl~AFTER: DESIGNER: Li.I co (/} LO • 0 ~ OJ <( 0) if ~ c.o • .-z ...... g .,.... ..-z t"') w 00 er: ... I") """ 0 ' " et: i..: . , (/} § PG/COM PG PROcl. ENGR./SURV.: CLG ' DATE: 2-17-09 PROJECT NO.: 05294 SHEET C5 OF 11 0 w > n: w U} w 0:: V} ,- r " a" ~ ..J -< J :,:: .,; i-2 -< 0 0 w " '° " 0 "' © LOGS 006 ------ SE 1/4, NE 11/4, SEC 32, TWN 23N, RGE 5E, W.M. I I-~ ·-f--~~c-·9 _JD~---~J VARJEs/0 _,, .... -~ <.(-- REMOVABLE BOLLARD PLAN "'"' '"w "-Cl -"-,§ U) u st ~L -------...... _________ ... RECYCLED f".ll/1STIC OR TIMBER() ' J,rB" X 8" X 4'~0" /r·l/2" GALVANIZED /, / EYE BOLT W/WASHER 1/B" MIN. TIIICl(NESS , / AND NUT. RECESS GALVANIZED STEEL OR / NUT ANO PEEN BOLT w ALUMINUM. 11,1 IERIOR THREADS I SIDE DIMENSIONS 1/4·" / rSOO# Ml~. TEST °' GREATEll THAii POST / / GALVANIZED CHAIN DIMENSIONS------0=a=ate\.' / ANCHORED IN CONCRETE . 4" ·--.. l' .4" ·11-r---Tl, I ,·,,,,,,x ' I I · ·1 , ., .. , : ,.·· ,::, co ;,,[':,:,;,:,u,5 ··· .,;.,,,., :, ' s:t:_l·,:J$f .. _.\)};i{? -~.'. m!, ,1~;~; -~-f "•'.',' ~--~.', '..· 'l·~~""·t.~ : ::i_.:,,'.,._::,_:_•._:_;,'1'·.',1_•.::,f_;_·_._·.·.:, .. :.; __ '_ .. ·,:_,_t_,,·•·.-_l.:,'..'_;·.·.-. \\\t{ 7 ' _L 10 o b,.-ool - RECYCLED PLASTIC OR TIMBERO 8" X B" X 5'-6" N I GRAPHIC SCALE 10 20 I I 1 INCH = 20 FT. 15 <fl Lt.. LI.I ~ ~9 -< VJ :c u" ·.····1 --r DRAIN PIPE ,i;;/;:'t ;;/, ·l_b ,~JJ' ,};t:;r ~L ~ 3"0 MIN. -)~f_t,;_'._:_:.· .... '··.·.-: .. ,,-,·._·,,r,f.·.:_ .•• _i ___ :~,.'.:_ .. :_'• .• ,·._·:_•_·,: ... • ___ :_._.:~_;, ,',, <}f:jjti ', i:~H~~~l~H FIXED BOLLARD "' \,,:3~,:ri~,,~ .. ,\.,~-,:,.~_;·;_·_.~.--~.::.\,i;_J~tli'.J ~O_[l -· ",.;.:;\;;:';{;c--· •. ------~4''._ . ····· .. 1 Rl"MOVABLE BOLLARD SECTION A-A -----'-'-·--- MOTES: (D RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIRHAENTS OF SEC. 9-09.3 (1) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5 IN. OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307, 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 4000, 6. SEE SEC. 5.08. ([) MIN. 50 lfl. SPACING ON TRAILS LESS THAN IO FT, WIDE. 60 IN. SPACING ON TRAILS \0 FT. OR WIDER. FINISH GRADE EL = 500.00 ' <D I °' , I 01 -~1 I i ! 40 ; /I /1 Hl..il_J:.:il'. /:._: ".>: I% / !// i): f 1"'ce: ;~::,,,::.c:,:c::"': <·: ci'.i>..;,;.;:: .. ,.,;,<C_J co i_.-') ,J . \\ __ ,·, .-,;1-: TRACT 'B' 10' PEDESTRIAN TRACT 927 S.F. 30LF ±.' 6" CPEP /is.,~.6711: 24'¢ ACCESS MH SOLID LOCKING CbVER ,RIM = 505.06 IE 6 = 491.60 -•. 4.83' ROCKERY, LOCATED 6" MIN FROM PROPERTY BOUNDARY 6' I j I I I I I I I I I I I I EL = 502.00 EL -500.00 EL = 496.60 ----'------+ .------------------------·----------------~ DETENTION/WATER QUALITY VAULT, SEE SHEET C9 EL = 487.60 SECTION A N.T.S. PIWPERTY BOUNDARY .-.'.' IICU',[ ' <·J .'.·· .. '.·./ / , <·· ii ; ·.; 0:::1 // . ·; , /;.,:-_/'..:J · . i 5'X10' ACCESS GRATE W/ ~:x2· MAINTENANCE ACCESS , --RIM = 503.66 . --------·· ---..,,.. \ 24"¢ ACCESS MH ' •,, SOLID LOCKING COVER-·,-, RIM = 505.22 ·. pipe O.D. l'-D end cap or plug clean oul wye from pipe /,', .. :.·;;t;.~ J \,· ,, ... :1)1 <;}6~D \ici~~GM~OVER RIM = 502.20 24"'¢ ACCESS MH SOLID LOCKING COVER RIM = 502.82 flow ta second d!5persal trench !f necessary K 4 or 6 perforated pipe lald flol/1 evel t notched grade board 2 x 2 nolchas 18 0.C. t_we I CB w/solld cover (lacking) !)pe I CB w/,olld C 2 xl1 pressure bcoted grade board 0 a m go.lvanlzed bolts t' 4 l< 4-' ~11pport pest C -E filter fobrlo A ,I---+.,,__-~ • n Influent pipe (ma)( dealgn 4,o now 0.5 CFS per trench) dean out wye from p!pe PLAN NTS lpe O.D. 1'-o 1'-o m 1n""";,1m~1n"'" ~ «'-0-J. 4 or 6 perforo.fod pipe [old flot clean !5% fine}! 11/1-)' woshcd rock *15% max for flow contrcl/woter quality h"ealment in rural <Jfeos. SECTION A-A NTS V .,,__ - - --- t h. llow to other branching CB's os necessory 2 grada board notches NOTES: over <J-A 1 1. Thls tnmch :ahol! be oonstruded so as tu prevent poihl discharge ortd/of erosion. 2. Trenches. may be placed no closer than 50 foot to one onolher. (100 feet along flowline) 3. Trench and grade board must be leve!. Align to follow contoura of slte. 4. Support post spacing as required by soil conditions to ensure grade board rem{lins level. i I I I I I I I I ( ,J : () I 0 0 + r " I 'I \ -1- ' i ' I ,1 I r ' ' '\. ' ,c, J '/ I GENERAL NOTES , /.i , I ! I ,)rr _I f I '.1' ' I I I I I oo I :i: \ 't·' ! .II I I ,1 I .. . /1/ • I -I 11.! T OUTF All 12" SD STA. 24+17.16 22.88' LT. IE 492.19± (MATCH EXISTING DITCH IE) 10'x5'x2' DEEP 2"-6" QUARRY SPALLS CB 1, TYPE 1 W/ SOILD LOCKING LID MARKED DRAIN (PER KCPW STD. 2--015) STA. 23+91.03, 9.60' LT RIM 494.21 IE 492.34 REMOVE EXISTING DRIVEWAY CUL VERT. RESTORE/REVEGETA TE EXISTING DITCH AND REPLACE EXISTING DRIVEWAY PER 07 l<CRS CONTROL. STRUCTURE INSIDE VAULT, SEE SHEET C9 RIM = 501.60 STREET LIGHT 66 LF 12" D.I. @ 1.59% 36 LF 12" CPEP @ 0.5% CB 2, TYPE 1 W/ SOILD LOCKING LID MARKED DRAIN (PER KCPW STD. 2-015) STA. 23+22.36 10.S3' LT. RIM 496.16 IE 493.43 STREET LIGHT 37 LF 12" CPEP @ 0.5% I C85TYPE1 I STA. 22+46.21 31.97' LT. RIM 496.91 I I IE 494.83 (WILL ACT AS OVERFLOW IF I CONTROL STRUCTURE FAILS) I POTENTIAL CONNECTION FROM DISPERSION TRENCH TO SD SYSTEM I I i L ALL GRATES TO BE VANED GRATES PER KCRS 1993. NOTE: KING COUNTY DOES APPROVAL IS FDR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Rev!ow Engineer Seri!or Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Dote Completed Dote APPROVAL Date E U' a s u E _. jl E~ -0 g a, I :,,~ ...,~ RJ;~ a, "' 'I Wr-l o:; -t'::iO V'! co ('lj -CJ'l CO r rii<(O olu 2:s:00 'I • I >-~ ,,-,. (IJ; ..-'"c:: m z ~co c,; l.l'J rr-0 (1J u, LO Vl N -V)~ ---- , -· -1---1--l- z 0 Sh N \,I, ,,, "' "' to "" 'ls "'' I i:: [!: I!! i'1 i!2 ~ i!2 "' z z @ z z z w w w w w ::, :,; :,; ::; :,; ;;E "' "' " :,, :,; "' C 0 0 0 <:) 0 u CJ 0 0 u 0 I <fl 1/l 1/l f;j <fl ({) Lu w w w CJ Cl Cl 0 Cl 0 0 0 0 Cl " 0 0 u u u " l.) 0 "' "' "' "' "' "' I "' "' "' "' OJ 0 0 Ol ~ 0 ~ ,, -..., 0 ~ ,._, "' U1 ', OJ OJ ~ ~ "' c:, ~ z ~ z 0 -10 "' "l ,, -N -··--- (0 0 0 0 (/) co 0 < t') ' c'; ' ; J a:: .. i~ .iU) " ·-o _J I-z <( <( w _J -' (J) OCI 0... {L LO • 0 Lu ~ OJ I-(!) (J) a::: <( <( 0 z iE <( <( 3:: I a:: (0 ft (/) C\ ..... z .,.. () -::E .-I- I a:: ..-z _J g t') w <( OC) ~ (/) ..- :a: 0 '!! °' w <I) w rt" <fl f- I " ii' _, _, "' u ~ ::, :::, f- "' 0 0 w " '° 0 0 N g ]i-------.1 1 DRAFTER: PG/COM DESIGNER: 1PG I PRDJ. ENGR.jSUf~V.: CLG I DATE: 2-17-09 PROJECT N+: 05294 SHEET C6 OF 11 i L06S0006 ,_ a n. 0, 0 0 ~ $ ----~------------·------------------------------------------,---------------------------------------------..----+----i 6 (;.,JI SE 1 / 4, NE 1 / 4, SEC 32, TWt~ 23N, RGE 5E, W.M. I I 1· ···----------·· I I -520········-·· ---·-···------·- ···-500 i II w U) <1. '!! ..... <; ~ ;:: i-: 0 U)-H 0:,:"1 +t; r-,: ~00~ .... _) _________ 4:_,.,., __ "_ -- 1 ,-.w.J U)"' w I ' ' _I ·:_____ •. .I • oos1 ~~, • , ~ e= ------£······· ! .... . --1------- ----i -1-- 1 I ' i ··_1 - 0 II w ,n <1. ~ <( I i'a'"' U)() -I -o I ~~ I . "' ro- '°w-H + -\'! (.f)~I jNo~I -1,,,~-r --_I J>-o...J ---Iv,~ -- STA ca 6 TYPE 1 22+46 21 3Lil.1L.LL RIM 4,16.91 IE 4914.83 i ' ......... ·------.-----·-· --------·-------.. 20+00 I n "' O> .. ---L 20+40 ------····-··· · · -· L8W ~01NT--ElEV = 496.44 · LOW P:OINT STA = 10-i-27.48 P'{I STA = 10+3ojo1 II .. -520··--···--..... . PVI ELEV = 496.32 Ei d N --.±_ 0 A.O. = 5.36 K = 3.73 .. 20,0QQC VC 0Edii010N N "' ,,; "' + N N N QL()Ol'--0 ci lO NI • r....: "</' ' -t11.0 LO (!) + 0) + "' <O ~1 20+80 I I __ 1 _____ !'\ILSTA_~_ 10+~1,Qi __ _ PVI ELEV = 498.06 A.D, I= 6.78 I K f 7.38 _____ s_o_.o~. o_o_' _v_c ___ .c..._ I CB 5 TY~E 1 ---·10+57.88; 10.CO(-RT- ll1M""49'7. '14 ---- IIE 494.7'f I ! i jCB 4 Tl1l'E 1 fj STA. 10-1,67.91, 10.0' LT; ~ i7~,39 cii 0 <O d 0 "' w ~ w <nl a;.ii en: .... 21+20 0 -N "' + -0 -I() en w u §/ > (D (D IO "' ,; ,; "' O> .. .. 21+60 JVI STA = 11+5l PVI ELEV = 504.95 A.O. = -9.13 .. __ K .. = ll.57. 60,000' vc 1~6TH AVB. SE. .. . ---------1···---· '~ ,; "' .. 0 "' ro "' 'f' ·tri ... -0 -"' ui w ~ 0 > w w 0 ,; O> .. 22+00 iii ' "' 0 LO 4!-a N lJ) ... 1 II II I > ~ ~ 51 n_ .. !iTA: . ..11±66.,15, ',,.10' .LL=> .. .I. .. ·--····----·· "' "' 0 ;[ "' "' ,, O> O> m .. .. .. ]_ ............... L .... .. - 22+40 22+80 ; ... -·--1 I "' l <O ,ri I 0 "' 520 .. II I > I ':I I . ! .... II w 5 Q. ,q· --·---·---·· !E.--494 6~~---··------------·-·------·/ .---~ j \i~Xl{llNG GRADEi §l L OF ROAD I SEWER CIWSSING I A I ,:__4..-.:!.J .QO~Oilb~~;_;:-;;;-;:;;c..,::-1'o:J/-c!!.DOQ!j;-,.=:.:....;~~0e,..;:;-7,57% I ····6· ··~---01::f--o--,,.. .---; _j ..... lw .. <w .. ",I-V, t3 ~ tn1 U > w I > w a, vi w §/ §/ (D 1--, 1--500 I ! 1--~------- 1 ·480 ......... J .... . a, - ----· ··-.... '-----·-····--·· .. ·-··-··-·· I DATUM ELEVI 480.00 o, N • 0, (0 • "' <O "l!al! ------ 10+00 STA: 10+32.57 OFFSET: 20.95 l __ _J I ---r 10+40 "' I'} . "' ... !al! 8il" .. ·--........ , ·------·-·--· ---.. ·-·-· ------- 10+80 "'"' . "' N' o"' LOS¥ 11+20 <O I') . "' .,. . 0"' .,a "' --~--····-:-··-·-··----·-T-----------r· ·1 r : VAUl T CONTROL STRUCTURE II i STA. 0+07.50 I I I I I I ~I,~ O' ]~ 11+60 . I I ---I ----"-L! " ; _II_ ----__ I I os·urATFA1L+l331~3"7sooo' LT 36 I.F 12 DI @ 0.5% 1====6~8~lF~1~2'::' ~D~.l.~@=1~5F9~%~, ===~:f?~!::~~~~~~-i--. i . • r , !1--LF--1-2:' D,k-@,0.5% IE 492.19~ (MATCH I "'' r,-:i mi "! · __j_______ ~llo1Ld[o6i<TNJno · · L ----· · [ cs-r;TYPEir !~iiil~}1fEi~~6 . MARKED DRAIN I II ! W/ SOILD LOCl<ING LID (PER KCPW STD. 2-015) MARKED DRAIN ST(I. 23+22.36 10183' LT. PER KCPW Ism. 2-015) RIM 496.16 STA. 23+91'[03, 9.60 LT IE !493.43 RIM 494.21 ! IE 492.34 I I I -. . . . .. .. I SD PRfFILE ~AULT rp DITCH ouTFALY ·r ······-----·······-· + r --------i {'JI ml ~i ~ rrJI ,,;j 0· d ~ ri! cn 1 en mi rn mi s:r1 .I--st i st "1-1 480 I-. I ~i '°' o,I ' lf"!i~ l{}: . Oi~ "'·"' I • 12+00 GRAPHIC SCALE 10 20 _J I 10 0 .-....1 1 INCH ~ 20 FT. HORIZONTAL .5 0 5 10 p• -I INCH =10 FT. VERTICAL SDMI I 2 [fYPE 2 46"¢ W/ SOILq LOCKING LID MARl<ED DRAIN STA. 12+!27.77, 2.09' !F RIM 505.:,W IE 493.82 I 01"' ,,; .o . 500 ---1 --1 I ~!~ g "'I'° -_ :____ ---- 12+40 40 I 20 I [ _____ ,, .... -----'------------I --------~--"l I I i ---i ............... ··--·-··--·-·· .. . .J. . ---····-·'-I o+oo 0+40 o+eo 1+20 --- .. "'' ,I :ill ''I ' ·1 ·- i -· -------·--l .... _.,. ___________ -----r-... -520··-· n. ::, <( °' <( D <( ,,,, "' ... • -H S!o +,..; "'"' N·<t ~_j UJW V I I I ! ! ' i ' .. j---r "" I D z ! "' "' st ...:+I I'} r-- I +,; --_f"1 Ol .... --·· "" --"'"' ~.J ! _, UJW I 68 LF ~D.f@ 1.59:", --; . 0 1 I Q~ ~. JYPEJ . . ... W/ SOILD LOl:;KING LID (~AE~K~cf :A~~D. 2-015) STA. 23+22.1',6 I0.83' LT. RIM 496.16 IE 493.43 ----·-·· ----- 0 ~ "' .. 23+20 m "' ,n ,n m O> .. .. 23+60 GRADE AREA IN ROW TO -~~:il~V~~Tf ~~~~~PIPE-------500 --·· -.II EXISTING GRAIDE @ I!. OF ROAD I. .. -r:::::-__ _I I 29 F 12 DI. @ Oi5% I i I ---fl-L ! cs r.-~PET-I -i W/ SO,ILD LOCl<ING LIDI MARKED DRAIN (PER t:CPW sm. 2-015) STA. 2,3+91.03, 9.SO~LT ~M4:iitt l -------·'--------------------------------- IO "' .. ' .. ·----··-··--------- 24+00 24+40 ~---\'ONGUE'. END ON INLEf END / GROOVE END ON OUTLET EtlO ENOS TO FIT ADJACENT PIPE SECTIONS r ------''"'NDe...e,SE"'C"'TIDc,Nc_ __ _ I ------, . l' MIN, PA'!'MENT & Pl!<NNEO CULVERT lENGH! El EVATION S::ONCRETE PIPE KING COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON BEVELED 73 1' MIN. METAL 4' MtN. Pt.,\STIC END SECTION I ~ 'v-...,-~~---~~~-~~~~-1 ]~ PAYMENT &-PLANNED CULVE.~RT,_l~E~NG~T'~' _____ __,I METAL & PLASTIC PIPE NOTE: SIDE SLOPE SHALL BE WARPED TO f.lATCH THE BEVELED PIPE END. WHEN CULVERT IS ON SKEW, BEVELED END SHAI.L BE ROTATED fO CONFORM TO SLOPE. IF SLOPE DIFFERS FROM 3:1, PJPE SHALL BE BEVELED TD MATCH SLOPE. END PIPE SECTIOI\J GENERAL NOTES 1. P.ll GRATES SHALL BE VANED GRATES PER KCRS 1993. DWG. NO. 2-001 NOTE: KING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Senfor Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Date Completed Dote APPROVAL Date 0 s u E! ........ ii E~ 1! w "' I :,~ .... ~ "'~ ~ .... Q; ~~ U,eorn _ 0100 0~ IQ<( 0 2 ~ "i' s: ·P-· a,; -"'m Z '° 00 :, c,; L/1 UU) 0 <ON !.f) <Jl s;t 'f--~- $ 'ii, N "' v "' l&1 in "" "" "t·-"' Gi f!! f!! /!! /!! /!! f!! I "' z z z z z QI w w "' CJ w ::, ::, ::, ::; .. ~ ::,; ' ::; ::; ::; ;,; ::; ::; ' 0 0 0 0 0 oi " u " p " ul "' Vl "' en UJ v, I w w "' i!j "' "'' 0 p 0 0 81 D 0 0 0 p 0 (J u 0 0 S;1 I "' "' "' r "' --------1 l-(0 "' "' "' z { ~ "' 0 z '-. '(_ ·-... t':l "' O> O> ~ "' ~ '-N ' ' Cl ' r -ii) "' O> -N (/) .....I i'.:: w Cl Cl z <( (/) I-w _J <( L1.. w _J 0 (/) 0.. Ct'. a. ~ I-w n:: c., <( <( 0 z rE :c <( <O lffl 0 00 (.J) ~ • (J) ~ ..- 0 ..- ~ ..-I ..... _J ~ I") <( 0 (X) l·-.- z 12 z L,..J ~ ~ V) a w Cl z <( > O'. w UJ ,,, fr' 0 <( /!! ,: "' ix 0 0::: ...J ...J "" c.i " :,f, r- "" a 0 w "' ,n 0 0 N © DRAFTER: PG(CDM DESIGNER: PG PROJ. ENGR./SUf,V.: CLG I DATE: 2-17- 1 09 PROJECT NO.: 05294 SHEET C7 OF 11 L0f3S0006 'I. Ai 'l J1 ,_ 0 Q_ :;, l1 0 .; "' ~ 0 z fil 0 la I "' ~- c 0 u: f'AVEI.IDiT \\WJH 4 SA'!. SEWER ON SOUTH &. WEST SIDE Of" smm. SEE Ste. lt.020 7 CU1mr cmcn.ETE clllltl ac (;IJrM __ _,,I L ;;It DWo. NO. J-IX!l (!A'; LINES Ott SO\.fTtt & W.Sf SIOE -_ '-O OF !'.ill1ro. SEE SEC. aov. NOTES: NJDmOIW. TREATMOO W.\'" BE f!EQUlRED DE1'i:tjDIIUl Oil SOIL cormmous. sEE sw. -4.o:i &-'·" 5•-0• , .. 1. ·11IIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. ACTUAL SURFACING DESIGN FOR ARTERIALS AND COMMERCIAL ACCESS STREETS SHALL BE OASED ON SOILS AND TRAFFIC ANALYSIS PER SEC. 4.03. DESIGN FOR RESIDENTIAL ACCESS SHALL BE IN ACCORDANCE V!Til SECS. 4.01 AND 4.02. 2. cr<ADES: MINIMUM 0.5% MAXIMUM SEE SECS. 2.02, 2.03, 2.04, AND 2.11. 3. SIDEWALKS SHALL BE 8 FT. V!DE IN BUSINESS DISTRICTS AND 6.5 FT. VIDE ON ARTERIALS IF NEXT TO TRAFFIC LANE, 5 FT. \~DE IF NEXT TO PARKING OR BIKE LANE, OR BEHIND PLANTING STRIP SEE SECTION 3.028. 4. FOR VIDTI-IS OF PAVEMENT, SHOULDER, AND RIGHT-OF-WAY. SEE SECS. 2.02, 2.03, AND 2.04. 5. FOR CLEARANCE OF UTILITY POLES SEE SEC. B.02G AND DWG. NO. 5-001. 6. SEE CHAPTER 7 FOR CATCH BASIN ANO STORM SEWER LOCATIONS. 7. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. KING COUITTY PUBLIC WORKS KING COUNTY, WASHINGTON VERTICAL CURB TYPE ROADWAY OWG. 1-002 NO. R!G;IT-OF-WAY UHE SECTION A-A KING COUITTY PUBLIC WORKS KING COUNTY, WASHINGTON ,. .,. RlliHT-01'-WAY LlHE CURB & ~.---·-------''"'--''"'(''-·--------~ A u1·· w. KING COUITTY PUBLIC WORKS KING COUNTY, WASHINGTON 2 3/e" 2· 2 J/a" I I rl ~l~~ BE !'UJSH3 L.EVrutlCl PK! 8 -1/8" X 3/4" X 1 3/J.." PLAN CoVER SECT/ON k=.A NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS VIDfR TilAN 35' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF Tl-IE ACTIVJTY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID-VIDTH. SEE SEC. 3.04. 2. SEE SEC. 3.01. 3. SEE SEC. 4.01 FOR SURFACING REQUIREMcNTS. GUTTER SECTION DRIVEWAY DWG. 3-004 NO. A 1/2" TI?. NOTES; 1. USE WITH FRAME (DWG. NO. 2-014) DRILLED AND TAPPED FOR LOCKING BOLTS. 2. USE WITH TWO LOCK!NG sons 5/8"-11 NC STAINLESS STEEL TYPE J04 STEEL SOCKET HEAD (ALLEN HEAD) CN' SCREWS, 2" LONG". 3. MATERIAL IS CAST IRON PER A5TM M8 CLASS JO. 4. SEE SEC. 7 ,05. 5, THE WORDS "PROPERT!' OF' KING COUI\TI~ SHALL BE OMITTED IF' COVER IS ON A PRIVATE SYSTEM. SOLID COVER DWG. 2-015 NO. NOTES: 6" RJ5En SEcnotl 12' Rl5ER SECTIOl'l 1. ?. 3. 4. 5. 6. 7. tJ. 9. 10. 11. 12. KING COUITTY FUSLIC WORKS KING COUNTY, WASHlf.lGTON (SEE SEC. l'IG .J-012) -currn, OR C(JREI AND Gcll1ER CURB RAMP 1A@ omcrASL£ 1'1Afit1111G PliITTRtJ AfH:ll, SI-IAtl SE YEI.LOW, 1N COM?IJANCE Wl'tll STD. Sl'EC. B-M,J(J) CATCII ' PLAN LAYOUT I DEfECTABLE WARMING PATIERN DETAIL NOTES L PLACEMENT 01'" GMTIJ1GS, ACCESS COI/Cf!S A~D O'flim APf'URTE/-IANC~S SHAU_ NOT BE LOCATI.:O ot/ CURB RAW'S, LJ..NDltlCS IINO (JUITERS rnnmi THE ?EO~mw1 /1.CCESS ROUTE. @ !?AMPS SHALL f:IE 1EXTUHEO IJSIW> lRUN.CJ,lED COME PATifilH (5EI: DETAIL T!ILS Pt.GE). DETECTABLE \'/~RUING PATTERN Sfi,\.LL 5~ YELLO\'I I!! COl.'PUANCE VliT!I wsoor STAND,1.RP SPECIFlCJ\TIOM B-14.J(J) J. RAMP CENTER UNE SHALL BE PERPENDIGU!.J\R TO OR lVJllM. TO CURB HEllJRNS UNLESS OTHl:R\\'!SE Af'PROVf:D ilY 1HE COUNIT ROAD ENOINEER. 4, RA\\PS SHAU. Bl:; C0r1S1RUCTE!l AT CORRESPON.GltlG SICIEWPJ.K ~OCATIOt.S [!)I o;ipo:;:m: SIDE 01" STREETS WKrn AAIJPS All.E: CONSIBUCTED Ot,l OtlE SIDE OF SJR~Er. S~E Fm. J-010. @ !.ANDINO S(l,\LL BE WHlWJ1,l 4 X ~·. @ CWRS RAt.!P 1A MUST BE INSTALLED UNLESS OlliEilWISE APPROVED, 7. Sf'.E FlGURE J-001 F'OR cu;ie MIO Sillt'//11.UC ~DINT PIACEMENT, CURB RAMP IA RG. :3--011 3-21 CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE VITH ASTM C47B (AASHTO M 199) & C890 UNLESS OTHERVISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVJNG A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED VIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). VIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. ALL REINFORCED CAST-IN-PLACE CONCRElE SHALL BE CLASS 4000. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALi. BE INSTALLED IN FACTORY PROVIDED l(NOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. I\NOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. ROUJO KNOCKOUTS MAY BE ON ALL 4 SIDES, VITH MAX. DIAL OF 20", l<NOCKDUTS MAY BE EITHER ROUND OR "D" SHAPE. Tl-IE MAX. DEPTil FROM THE FINISHED GRADE TO THE PIP INVERT IS 5'-0". THE TAPER ON Tl-IE SIDES OF THE PRECAST BASE SECTION AND RISER SECTIOI! SHALL NOT EXCEED 1 /2" /FT. CATCH BASIN FllAME AND GRATE SHALi. BE IN ACCORDANCE WITH STAl,DARD SPECIFICATIONS AND MEET 11-IE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-62ID. MATING SURFACES SHALL BE FINISHED TO ASSURE NO.'l-ROCl<ING FIT VITI-I ANY COVER POSITION. ] RAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. OR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. B1-b. EDGE OF RISER OR BRICI< SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. BASIN TYPE 1 CROSSl'l,\LK l,IARKINGS OR CROSSWAlio; LOCl,TION NOTES_ DWG. 2-003 NO. l~'O• ·14~ I _ CURB lffiCS_l- CURB RAMP 1 A @ CURB RAMP lA @ (i) RAMPS S!IALL llE COUJR/\STlffG COLOR OF LlmlT lO OAf'm OR OARK 10 LIGHT AfJD CDHlRIM: !JUST BE AN INTEGflAlE[J P/IRT or THE r1Al.tl'. @ 1/.t:Olt.;G SH/\U. BE LEVEL At;Q A MINll,HJM 4' X 4'. CURB RAMPS WrrHIN RADIUS EXTRUDED ASPHALT OR CEMENT CONCRETE C\IRB J,& "'"" ,,. 2·-0· OPTIOW.L FOR lHTECRAL POUfl ' . Oro COfWORM TO COOWII SI.OPE OR C.02 FT./fT. MOUNTABLE CEMENT CONCRfTE CURB EXPN/SION JOINT • ,Herr.;: TOP OF UP AT DRmWA'rS. CEMENT CONCRETE ROLLED CURB CEMENT CONCRETE CURB & GUTTER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE DRAVING NO. 1-006 FOR CONFIGURATION OF FILL & WALl<WAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. KING COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON CURB FIG. (HIS 3-23 ® _J 2.0' IAIN FOR TRUNCATED DOU!:: SECTIOM P\ll.\f. TEXTURE CWENT CONCRETE SIDEWAf.K ANO RAMP NOTES ,· !AIIJ. S~ECTION A-A 1. SEE !;(C. 3.02 FOR SIDEW~LK W1Dll-1S MATCH EXISTING ·oR PROf'OS:EO SURFACE ASPHALT CONCf!ETE SHOULDER :t SEE 5ECS. 2.02 AND 2,0J FOR PAVEMENT AflD !:HOULDER l'IIOTilS. .3. SHQUL!lER SHM.l. llE SIJRfACED AS REQUIRED Era' SECS, i'l,07 At-;O ~.01. PAVED SHOULDER SLOPE SH~Ll MATCH CROWN SLOPE OR 0.1)2 FT./FT. ~. SEE flG. ;3-001 FOR CURS AND S108'/AlK Ja:ms. @ RM!P SHAU. BE TEXTlJRED USINO TRUNCAT[O 00!,JE PATrEflN. (S€E Fl!J', J OIITECTAf!lE WE".Al11NG PATTERN SHALL BE YEU.OW !N COMf'L!AMCf.'. WITH \'ISDOT ST1'NDARD SPECIFICATIONS 8-14.~(3) 6. THIS DETAIL APPlJf,S TO ROLLED nm VERTIC.I.J. Ci,J;ll, ROMlWNiS, CEMENT CONCA~ SJDPNALK TRANSITION TO ASPHALT SHOULDER 011.) DETAILS FlQ. :Ht4 J-24 DWG. 3---002 NO. C.-:! ~ !IASJC DlS!'l:11.SJO:-l ].'[GUHi'. C.2.-i.U 1'\'PICA!. GRAVIU.·1'11.!.lm JllSl'El\SIONTn!!NCII ron U,\SlC msr1rnS10N TRENCH X0 SECTION NTS j :s700 oq. It. Slmple 10 T;·p ,.7ao &q. u. ___ , - ~ MaxlmtJm 50,loDt lrend1 w/r,,:,lch board (SBB Flgllrff C.2.1.D, p. C..J2) PLAN VIEW OF ROOF NTS l/l.111005 NOTE: KING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY 0.0.E.S. Rav!ew Englnoer Senior E:nglneer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Cornploted [.h1ta Completed Onta APPROVAL Ou!• ---1--1--1 z IN 0 'ii, "' .. "' <il '"!!:;, "" "" ~ i!l i!l i!l i!l i!l n: z z z z z w w w w w :::, " " :::, "' " :::, :::, "' :::, 0 [) 0 0 D u u 0 0 u 1/J u, 1/J rn Ul w w w w w 0 Cl Cl Cl 0 Cl Cl Cl 8 0 u Cl (.) 0 " " "' "' "' V) _J ,4'.: 'I-w Cl ~ I-V) <( ~ L&.J CQ _J iO U) (L z U') • 0 w ~ 00 I-(:!) <( 0) 0::: ,<( ~ 0 ,z if <( I ~ ID ~ U) Cl ...... z .... 0 ~ .... I- I 'fl:'.: ..-z _J 0 ,..., w <( I-00 0:: U) .... ~ Cl z <( b '<( '.O Lt: DRAFTER: PG/COM DESIGNER: PG i EflGR./SURV.: ID "" i!l iii :::, ::s 0 u t3 Cl 8 "' CLG PROJ. DATE: 2-17-09 05294 PROJECT NO.: I SHEET :ca Of 11 !a !~ !85 'Ul 'W !a::: :~ 1[3 ,_ ,a: ,_, 1-·l !~ ' . u 1~ l;:E. ,:, ,- 1"' :8 Lu ,'-' I • ,'° ,0 ,0 IN ,Q L06SOOQ6 f- 0 CL "' <( w + '" 0 m 0 0 ~ ~ + Ji1 0 "' 0, N "' r -' > "' ) m 0 / " C 0 iL "' ,§ • ID . a 0, r. ;:'J -Q 3- "' / 0, • TI -:; m N co 0 / a: E 1,.,. 8 s: E ·-E E~ rn .,, SE 1 / 4·, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. DETENTION: REQUIRED 14,525CF. PROPOSED 14,812CF. WATER QUALITY: NOTE: REQUIRED 4,047Cr-. PROPOSED 7,806CF. SEE STRUCTURAL VAULT PLANS FOi~ VAULT CONSTRUCTION DETAILS. 166' r 5'x10' GRATED ACCESS PANEL., W/ 2'X2' MAINTENANCE ACCESS TYP. IH-H·H-1-1-1-- 'ENTEF WALL 111TH . . :. " ,: .. ·.. ·. :. : :·. ., . . . ··--iG~ . ·· . . · . 1o .. ·. i,' -. ' ~-... ~ ( A ! L; 0.5% -- 12" HOUS AT W QC n INfl = 4~3.60 I \ . · ~. I W1 TIER C UALI~ · 0.5% . . . .· ·.·: , .. · . 90.5 ' :." . ' ' cc-· . ·j ::.' .-,' ... . . . ._. ---1-1- 1 . ' . 5% .·. ' .: . ; ,', i .ill]· ... ·:.·.··· ' I "I, ' .. r, .J il,.r /' ... r ,:i-J 1:.,_, 1, .. :; r, .. 1 r, .. 1 '"· .-,. f /;,.J /<.,; 'f!,,., /'-,,I ~--,1' 1'.) ,;_ ; .\., r 1:, .• r r, . .; !i .. :i 1' . ..r ,: ... r 1_, •.. r 501.50 " 12"0 I.E. 491. 60 487.83 ./ 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER r-PER l(CSWDM STANDARDS RIM = 505.06 I ·-- - - -- - - '---MAX. WATER SURF ACE ELEV. = 496.10 - -BOTTOM OF LIVE STORAGE D ELEV. = 493.60 - -BOTTOM OF WATER QUALITY I -STORAGE ELEV. = 488.60 24" ACCESS MANHOLE W / BOLT LOCKING RING AND COVER RIM = 505.22 PER KCSWDM STANDARDS~ - - - - - -- ! - 2.50' LIVE STORAGE - - - 5' WATE:ITY STORAGE - - ~ 1' A VERA GE SEDIMENT STORAGE @ Ci:. 8 ill>,. ,I 24" ACCESS MANHOLE W/ ~ BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS, TYP PLAN VIEW SCALE: 1"=10' HORIZONTAL 24" ACCESS MANHOLE W/ BOLT LOCl<ING RING AND COVER 5'x10' GRATED ACCESS PANEL RIM = 504.20 r PER KCSWDM STANDARDS r .,, . '"'·"' H - - -- - - - -- -- - - -- 11 v-<lGhe - -/ 49B.60 -/ - - - -491.60 - - ----r487.38 166' SECTION A SCALE: 1"=10' HORIZONTAL SCALE: 1"=5' VERTICAL FOOTING DRAIN-.......... - D II"" FLOW RESTRICTOR NOTES: 1. PIPE SIZES, INVERT ELEVATIONS, ORIFICE SIZES, OVERFLOW ELEVATIONS AND SLOPES; PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCOROANCE 111TH 111E REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL 5. THE VERTICAL RISER STEM OF THE RESTICTOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, 111TH AN B" MIN. DIAM. 6. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. SHEAR GRATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GRATE. C. FRAME IS CLEAR OF CURB. 7. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH 0.0. EQUAL TO CONCRETIE PIPE 1.0. LESS 1 / 4". 8. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 9. SHEAR GRATE HANDLE SHALL BE ATTACHED TO LADDER/ STEP LOCATED WITHIN 24" ACCESS SECTION. 10. IF NOTCHED \\1ER IS USED IN LIEU OF ELBOW, BAFFLE SHALL NOT OBSTRUCT ACCESS TO THE STRUCTURE. i PIPE: SUPPORTS (2 MIN): 3" X .09"j ALUMINUM W/ 5/8"-I STAINLESS BOLTS SEE NOTE 11 SHEAR GRATE r l-~ SOLID COVER MARKED "DRAIN" WITH BOLT LOCKING RING AND COVER RIM 501.69' 6" TOP OF RISER = 496 1 O' -SEE NOTE 10 AND 12 4" ELBOW, 12" MIN. DRIFICE=1.4"o ELEV.=495.25' 12"¢ RISER 12"o OUTLET PIPE I.E. 493.6' 1' SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL ll-lel-11'\0"!!1".fn -----il,,-,--1~ FLOW OUTLET __ .1_ RESTRICTOR PLATE W/ 0.68"0 ORIFICE SMOOTH EDGE i :Uc I V 0.5% 0.5% • .,. i I'-4'x35'x4' . DEEP SUMP I" I ~ J·.J •J 'U ••! /,J ,,.> ,,.Jc!L-~'~>'~-'~1~.\i,~--;-~'Lt!:·,~,Ei!~,';.r,~---------~ =- ' 4" o PERF PVC SD '\_ VAULT FTG DRAINS EL 493.60 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER r PER KCSWDM STANDARDS RIM = 502.82 I E:WPOSED GRADE - ~ ~ ... - -I ------ D...._ I -r ~~ L 0,5' FREEBOARD BAFFLE -- WALL~ -- --- . 491.2~7 - - 487.25 ; 5'x10' GRATED ACCESS PANEL RIM = 501.60 498.60 r' 12"• I.E. 493.60 35' 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS RIM = 504.98 501.50 ....... '---- 0 f-.-- ~ ,_5% L - - - - - - - =-- - '=- - - - - f---,, ~ SECTION B --- - -~ ELEV. 491.6' --------~, 485. 1' BOTTOM OF 4'X35'X4' SEDIMENT SUMP DETENTION VAULT / SECTION C NTS DETENTION VAULT i'lOTES: I. BAFFLE WALL TO DIVIDE VAULT INTO TWO APPROXIMATELY EQUAL SIZE CELLS. 2. MINIMUM ONE ACCESS MANHOLE PER CELL 111TH AT LEAST ONE ACCESS PER 50' VAULT LENGTH OR 1"1DTH. 3. PROVIDE WATER STOP AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS • PRE-CAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM • 4. VAULT SHALL BE DESIGNED AND STAMPED BY A REGISTERED STRUCTURAL ENGlfJEER. VAULT SHALL BE DESIGNED FOR HS-20 TRAFFIC LOADINGS, MINIMUM. ALL METAL PARTS SHALL BE CORROSION RESISTANT. 5. PROv1DE LADDER RUNGS IMMEDIATELY ADJACENT TO ALL INLET/OUTLET PIPES. 6. ALL INLETS TD FIRST CELL 7. IF PROPOSED COVER IS GREATER THAN 8. 1', THEN IT MUST BE 2.5' MINIMUM AND ACCESS MUST BE 46" ECCENTRIC CONE SET OVER 24" DIAMETER ACCESS OPENING. 49-6.iO .JL..±93.60 Q 48B.60 5'x10' GRATED ACCESS PANEL RIM = 501,60 24" ACCESS MANHOLE W/ I l. BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS RIM = 501.60 ----~ - ·- --- - -·--f-.- ·- --.:=-=--9.L..~ ~ ·- - - -- SECTION P ~ ·--- - ------- - - - l...r 49B.60 \_ FOOTING DRAIN, TYP l,.r 487.25 DETENTION VAULT / SECTIONS B At~P D SCALE: 1 "=10' HORiZONTAL SCALE: 1"=5' VERTICAL NOTE: KING COUNTY ODES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. 0 • "' I ::J0 ,. ..,~ RJ~ 0~ 0'1 a,~ u,cc :, V, ~--·· i 'ii, <ii, ~ u, ,-I:'! I:'! z z z L,J l,J l,J "' "' " el 6 el 0 0 0 t;J "' u, l,J l,J q D 0 0 0 0 <.) 0 i Ll "' "' " ' --~ <O "' "' " ~ 0 ..... ...... 01 m <:'. -t:. ...... "' OJ ' 0) (/) ....I <{ I- W1 I-o, <( ~ w _I U) CL z • <( ~ I-_J a:::: 0.. <( 0 I-~ ....I I ::, co CJ) ~ ..-...... ;/; I:'! z w :,; 6 0 "' '" 0 D 0 " .. "' -~ co t:. " - -· Ci.) r,,,,. OJ N '-0 1/lCOo, -moo i5 ,;( 0 2~'1' s: ...... .C: M Z ro 00 ::, U) 0-.--.. 0 It! U"') Ul Vl N !Jl ~ ~-- "' "' "" "" r I:'! z z w l,J 01 ::, i'i 5 0 () U) U) '"' w 0 0 0 c, 0 C) "' "' ~ 0 0 U) (0 < .~ co I() 0 ro O'l ~ • z g z w 0:: a::: : .IU) g 0 ca > 0: w "' w "' "' r :c Cl iE -' -' <( J "' :i ~ <( 0 0 w "' ,0 " 0 N © I ~~~-I .... D_R_A_F-TE_R_; ...,,., -PG_/_(_;D_M_·--1 Completed Dote j DESIGNER: I PG KING COUNTY D.D.E.S . Review Englneef' ______ _ Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Dote APPROVAL Dole i PROJ. ENGR,/SURV.: CLG DATE: 2-17-09 PROJECT NO.: 05294 SHEET C9 OF 11 L06S0006 0, 0 0 ~ s \1 0 .. 0, "' "' d 0 iJi r 0 ;::.- " 6 n: "' C ·c " " .c "' ~ a u / ,o / .[ / ·-a, N "' ? a: N ' GRAPHIC SCALE 10 20 40 Ji J: -= I I 1 itlCH -20 FT. " ) r:,.) SE 1/4, NE 1/4, SEC 32,TWN23N,RGE 5E, W.M. SIDEWALK RAMP TO EXISTING GROUND 1=~~===~====~=====~7~~---~-----~-----------------------------------,;.i :J:c;,;;i ----'---p;tff,' _..c. o o -PROPERTY BOUNDARY I" Ir TRACT "A" r----------------7 1 ,,-~' \ LANDSCAPE TRACT I / ROIJ.ED CURB/EDGE ~ ~ I / OF PAVEMENT LOT 7 STREET UGHT I / i I , / '1/-/ C• ' I { 1·:-c,·:. ! i l\,;u I L-----------------J I I I I I \ ' ' -ROW ~, __ -----~.fl.ft\'..:.. ,,---SI-DE-W-ALK-~~-~:-/Ll/\o...,- SE. 183RD CT. (PUBLIC ROAD) --~-~~- 11+00 -1----1 ~-y.t_ CURB AND GUllER/EDGE OF PAVEMENT J .,-,,----, -~ ·-• ROW---/!'~ , "'-. STA: 10+50.00 ---------= / 16" PLASTIC STOP LINE '-''_:r· __ ,_' :,_-, ___ ?t:-/ /////--: :-----~-----; r---------"\\ J-,;sc:.:.: ,,-, -1-_ -,-JI_ 11 I \ /'· ......_ __ .--/ -·,_,-. i~lr I I / : ' --1-:}--, r J __ I I I , , .. ,,. I -, -, 1,,::" '1. II ' I I I ; ;;11.1_~:·1 --"·;:,::. i --~---~ ------.. / r; ---:_1 r<;:_:,::t(i _ _l1.1.~, ,'_~~ /! ! __ ! -·: I I ,!t1,,,,,,,ci 1· -·, ,-I I I I I ,,. ---, , '1 I!-" '""I''> I I LOT 1 I I I " I '> 1 I ,_ ' I :,,{[,, LOT5 i i \OT4 i i LOT3 'i i' LOT2 i i ! I ~ /A 1-/ _; : I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I ' I / / / \,Vr,1/,_. / I 1 1 1 / / t;:._~ ___________________ 1 _L.... ... -1 _____ ... ____ --····n_ .. ~_'" .. 1;..r.:;:;.:.,ltL!;/"il~:.}j,i~i+t.::.it?-:::"'i"'t"'::.1:_: ______ 1 ...I .... .;.~ ..... --====..-==--: ;..;.j;..~;;;_--;;;--;;;;··"·;;;--;.;;--;.;;---"'--.;..,-.. -..... ===1= ..... _1 ..;;;."""'-;;;;-.. --.. -;;;-·-·;;;;--",' ----=-J ----1 ---··1 I " / ' '-, _,. I 1, .-,,·,·1:\ ·l'I' ,·t, [''II ', \ C ] ') ) '."./J:'.~'J'.') ·1::. \V 1 .,::_; --··. '-- R/W I >------- PR OJECT I SITE I 5' BIKE I.AN 6' SIDEWALi< " 4-2' 22' I SIDEWALK RAMP TO EXISTING GROUND FU1URE CONSTRUCTION I ---~~--~-1 30' R/W 22' I 11' TRAVEL LANE 6' (1 /,•_ 01 16' (1 /2 OF CENTER LI\NE) CENTER LANE) _ 11' TRAVEL LANE 5' BIKE LANE I - I - 116TH AVE. SE. FUTURE R.O,,W IMPROVEMENTS SECTION A N.T.S. NCITE: FINAL CHANNELIZATION TO BE COMPLETED WITH FUTURE ROAD CONSTRUCTION ON C:AST SIDE OF 116TH AVE SE. 6' SIDEWALK " i I I I I I I i ' I I I I ' I ____ _ _j >-' >-ffi i' rs ~ 1 ! t ,·~l·'" l1ids ~ I 11 ~ 8 • @ .,, "' I r w ' j! wi I t!I ,\; ~ Li] (!) I. --I Bi ' I "' lil_l il1 /!!!~ dig ii:!!~ fill 1!r2 -'~I 11!~1 /--.~ I •Zw ,zl'= zw :;:1 li§3 _ii§~ /§51. 11 u I r ,p 1 ·1 STA, 23 31.28 I , ! 10.#'LT EGIN 4" WHITE EDGE LINE lf--+1.1_.9_'_t-_1_0._3_• ii.-1..:.0c:.3-' .c'4::.:·3:.:-'-0.11'LT 8 GIN DOUBLE '!'El.LOW CENTERLINE I, , , 'iilATCH E • CHANNELIZATION I! / __ ~STREETLIGHT [ !lf''u I g Ii Ii ;); r,:,--,--,i---,-~S!:'-TA~:,..,2~2q.3!9~9.,25,?_3 __ _ N ''i ! 10.0'LT ND 4• WHITE EDGE LI E I I _j STREET LIGHT I 1'<-t. I Cl. l<'· ,- STA: 2i+99.53 0.0 LT ffND ,n r·· I _J :5 ~ 0 en I i !. I ! I I I ' i ! I ii i ? f12 1 2· I WI ' ( _J 10+00, I ,. I I I I ' ·. -I .J,j;; 1 I W I '. i m~ ., I ..J -. "' -~§ _' ! : <C~ ·= r I ::r:: .;[§ s~ I 1 F ':; I 1' (0~ ! . ,-! 'i 'C'-: i a a + ~ . I I .• I ;\;: I IW I@ i --~ I ~ I § 10.3' 10.3' :4.1'1 , I I 30· DOUBLEI YELLOW CENTERUNE O.OLT ND DOUBLE '!'El.LOW CENTERLINE STA: 2 +34.29 10.11 L BEGIN 4 EDGE LI E WHITE I ~t:~'r:;STA: 1+65.18 U) ;_) i w/-9. 78'L END EDGE LINE : (!l I 1@ z 0.48 R END DOUBLE YELLOW CENTERLINE i '< MATC~ EX. CHANNELIZATION Ill!!~ if' 1 ~1: F=Z Ul Cl 1.'J I ·1 ,-. . 15 ! ~-) a.' LL.:! 0' wl fil)•f \J GENERAL NOTES 1. CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206-296-6596) AT LEAST 10 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. 2. ALL CHANNELIZATION SHALL BE INSTALLED IN ACCORDANCE '1;1TH KING COUNTY ROAD STANDARDS. 3. EXISTING STRIPING TO REMAIN SHALL BE REPLACED WHERE DAMAGED OR OBSCURED BY CONSTRUCTION ACTIVlTIES, OR Wt-ERE FADED, AS DIREC1f.D BY KING COUNTY. KING COUNTY TRAFFIC ENGINEERING ENGINEER DATE ·-i-- --~I I I I i 'ii, 4i, Q. " \11, si- /:" /:" /:" ~l /:" H-- "' "" /:" z z z c'i 15 w w w z w "' "' "' "' "' "' "' "' "' "' "' "' 0 0 0 0 0 0 u 0 0 0 0 () (/) U) (/) U) m w w w w w (/) w 0 0 0 0 p 0 p 8 0 0 " (.) (.) 0 (.) ,, X ,, "' "' I I 0 0 "' l "' d, ro 00 ~ f(, "' ~ ~ a ' "' "' "' 0, ~ N N " ~ ,, ' cp ~ U1 "' a, 'TL....-~ "' p ' f<) ' ,,, co 0 0 0 (I) (0 0 ~ I") 'Sf" 0 -,-:10::: -1-~-,/ (/) -·ti _J I- <( :z w I.'() _J <( U) CL _J !() Cl.. • g ~ I-z <( (fl a: 0 t 0 i= rE <( :r: N co (/) ::i ..-z w .... f2 z ,-:r: z ..-z _..J <( ti) Li.I <( :r: ro 0::: 0 ..-- ~ 0 w > '" w (/) w n: (/) >-- I " °' ..J ~ < J .; "' " s( a a Cu c, ui 0 0 N © DF,AFTER: PG/CDM DESiGNER: PG --.,E""NG"'1N=E"'ER,_----------~0A=T~E ---l I PR OJ. EN GR./SU RV.: CLG D1\TE: 2-17-09 PROJECT NO.: 05294 SUPERVISING ENGINEER DATE SHEETC1 Q loF 'l'l ' L06S0006 ¥-1 I \, I i'L1 r" ~1 ,Ii ''h _,':"" ,]'.;\::1 t,,;.i --~, '('L ily_.A';\ ,!•' ,?1 ·,_,fl 10 0 i--c-- j N ' GRAPHIC SCALE 10 20 L.= I INCII ~ 20 FT, 40 I ' \i··-!-; ~; !, ' .... ; ,.-.. 1 l'c,\ I :/:-;' :'.. _, . .•· i:· _11-.L I II' . i . ,. ' i 1;-:( 1, 'l .. , '~1,. . I __ j , I) ""1U -~, ,,,1,,.,., !: /i'"J(' "' c_, ,., ' " " ' -i ,, SE 1/4, NE 1/4, SEC 32,TWN23N,RGE 5E, W.M. l'ld:-;1',j .:"21"[ .) I ' TO BE REMOVED · .. , TREE lO BE SAVED, TYPICAL •.) .-_,,/( Dbcid\\.,::,u :; t I NOTES; ,I/• ' \\I/, .. ' .) ' I I I ! I I I I I 0, ·, ' ' I I 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS, 2. FOR ROOTS OVER 1-IN DIA, THAT ARE DAMAGED DURING CONSTRUC110N, MAKE A CLEAN, STRAIGHT CUT TO REMOVE 11,E DAMAGED POR110N, ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WlTH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WlTH SOIL AS SOON AS POSSIBLE. 3. WORK WlTHIN PROTEC110N FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SH,~LL BE ALLOWED WITHIN 11,E LIMIT OF THE FENCING. TREE PROTECTION 'T ,_) ', I . 'i \!' i J ,-· ' I [,·I-, 1 1,i /< ·, -. ·-/ i I r I i ,-1 I'" I . . I I I I! I I : 1i" L I,; .. ,··1 1 '1J. !. I T ' II II ,'I\ ,'\ . i '.[: II I 'j ' ''\ ' I 'i r -···-r: r , i' I I I / I : 1 · I I i :1 · Ii II II'/ Ii I 0 0 + --I --........ JJ_ !:·:.'I . ·:·1 C;~ 1.:.1 -1: :~ , 'I .. ,. '" I .•I ;,j I J (I w ;, (/) I ,' '.J' . ..I I-• <C <r ~~ ::2 .. --.. <(~ ,·, ,.,I '·'' I i!:; ,_1._, n.l (l)e ... .... :c:: 0 ' 0 l'. + •, "' \ "' ' '' i I I I ' I I i I ' ,, •I I i .I ' ' I I I I I 1 ! I· J I I I -(.i- TREE LEGEND NOTE: KING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Comments: Completed Doto Complefod Dote APPROVAL Date z a iii Gi "' 'ii, "' S'S (/) I· fl! z :z: w w :;E :;E "' "' 0 0 " u "' "' w w 0 D 0 0 u 0 "' "' -· OJ "' ~, 0 ' ' 01 Z'. '-"' "' ~ LI.I IW ....I f- <( ~ n "" fl! z W, "' "' 0 u (/) w 0 0 u "'I I /I "' ~ "' N ,, m:1 'r"' I ;/. !\Is !\', fl! fl! (/) I-z z z w w tu "' ::, "' "' "' "' 0 0 0 u u u (/) (/) "' w w w 0 D 0 D D Cl u 0 u :,: "' y ro "' 0 ~ "' ' 0 "' "' ' !;:_ .!;:_ "' ·, 0 .. .. r N .... _,. 0 Is' u: w (/) w "' (/) I· I " 1E ~ ~ <: u ,:; :;i ::, "' " 0 0 w c., ,n 0 0 N g -----··-----·----DRAFTER: DESIGNER: PG/CDM PG PROJ. ENGR./SURV.: CLG DATE: 2-17-09 PROJECT NOf: 05294 I SHEET C11 OF 11 L06S0006 MALHI SHORT PLAT HEARING EXAMINERS DECISION AND CONDITIONS OF APPROVAL PROPOSED SHOR I.PLAT REVISED AND RECEIVED OCTOBER 5, 2006 (ATTACHMENT 1) IS GRANTED PRELIMINARY APPROVAL SUBJECT TO.THE FOLLOWING CONDITIONS OF FINAL APPROVAL: 1. THE PROPOSAL SHALL COMPLY WITH ALL PLATTING PROVISIONS OF KING COUNTY TITLE 19A. THE FINAL SHORT SUBDIVISION RECORIJING DOCUMENTS MUST BE PREPARED BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF WASHINGTON. THESE DOCUMENTS SHALL COMPLY WITH THE CONDITIONS OF APPROVAL LISTED IN THIS LETTER. 2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL SHORT SUBDIVISION. 3. THE FINAL REVIEW PROCESS MUST BE COMPLETED PRIOR TD THE RECORDING OF THE SHORT SUBDIVISION OR THE SALE OF ANY LOTS CONTAINED WI IHIN. THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) STRONGLY RECOMMENDS THAT THE FINAL SHORT PLAT REVIEW PACKAGE BE SUBMITTED TO THE DEPARTMENT AT LEAST ONE YEAR PRIOR TO THE EXPIRATION DATE OF THE PRELIMINARY APPROVAL LETTER, 4. ALL UTILITIES \\1THIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL SHORT PLAT RECORDING. 5. PRIOR TO RECORDING, THAT THE FOLLOWING IS REQUIRED PER KCC 19A.08.160: A. DRAINAGE FACILITIES AND EROSION CONTROL MEASURES ARE CONSISTENT WITH K.C.C. 9.04.090; 8. WATER MAINS AND HYDRANTS (IF REQUIRED) ARE INSTALLED AND FIRE FLOW AVAILABLE; C. GRADING AS NECESSARY SO THAT ALL LOTS ARE ACCESSIBLE BY PASSENGER VEHICLE; D. SPECIFIC SITE IMPROVEMENTS ARE COMPLETED THAT ARE REQUIRED AND CONDITIONED PRIOR TO PLAT RECORDING OR REQUIRW TO REMOVE ANY SAFETY HAZARD; 6. 20Q2.lilliG..J,:\lUNT SURF~_CE WATER DESIGN MANUAL (KCSWDM) THE PROPOSED SHORT PLAT QUALIFIES FOR FULL DRAINAGE REVIEW AS OUTLINED IN CHAPTER ONE OF THE SURFACE WATER DESIGN MANUAL. FINAL SHORT PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE 111TH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. A PROFESSIONAL CIVIL ENGINEER LICENSED IN THE STAii' OF WASHINGTON '.iHALL PREPARE DRAINAGE PLANS AND A TECHNICAL INFORMATION REPORT AS OUTLINED IN CHAPTER 2 OF THE DRAINAGE MANUAL THI DRAINAGE PLAN SUBMITTAL SHALL DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE CORE AND SPECIAL REQUIREMEJHS. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PREUMINARY APPROVED SHORT PLAT. PRELIMIIIARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL, WHICH REPRESENT PORTIONS OF THE DRAIIMGE REQUIREMENTS, ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 ANO THE SURFACE WATER DESIGN MANUAL (SWUM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. A. STANDARD PLAN NOTES AND A CONSTRUCTION SEQUENCE AS SPECIFIED IN THE SWDM SIIALL BE SHOWN ON THE ENGINEERING PLANS (REFERENCE SECTION 78). B. AS REQUIRED IN KCSWDM CHAPTER 2, A STORM WATER POLLUTION PREVENTION AND SPILL (SWPPS) PLAN SHALL BE INCLUDFIJ 111TH THE PROJECT ENGINEERING PLANS. C. TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES (BMP'S) FOR TREATMENT OF STORM WATER, THE FINAL ENGINEEl<ING PLANS ANU TECHNICAL INFORMATION REPORT (TIR) SHALL CLEARLY DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE DESIGN STANDARDS. AS DESCRIBED IN CHAPTER 5 OF THE DRAINAGE MANUAL, A SUBDIVISION PROJECT MAY IMPLEMENT THE REQUIHED BMP'S OR DEFER THE BMP REQUIREMENTS UNTIL FUTURE REVIEW OF BUILDING PERMITS. IN EITHER CASE, THE FINAL ENGINErnlNG PLANS S! !ALL CLEARL y INDICATE THE APPLICABLE BMP STANDARDS AND REQUIREMEN rs FOR IMPLEMENTATION ON THE RECORIJED PLAT. ANY PROl'OSED CLEARING AND GRADING OF THE SITE SHALL ALSO COMPLY WITH THE SOIL AMENDMENT REQUIREMENTS IN KCC 16.82.100 D. A PROPQ';AL TO IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES FOR DEVELOPMENT OF THE SUBDIVISION AND TO RECEIVE CREDIT IN SIZING THE FLOW CONTROL FACILITY SHOULD BE INCLUDED 111TH THE ENGINEERING SUBMITTAL. THE ENGINEERING PLANS AND TECHNICAL INFORMATION REPORT SHALL PROVIDE ALL REQUIRED DESIGN STANDARDS AND PROCEDURES FOR IMPLEMENTING TflE BMP'S WHEN APl'LIED. DURING ENGINEERING REVIEW, THE APPLICANT MAY ALSO CHOOSE ALTERNATIVE DESIGNS FOR BEST MANAGEMENT PRACTICES AS ALLOWED BY THE SWDM. THE FINAL RECORDED PLAT SHALL INCLUDE COVENANTS, EASEMENTS, NOTES, AND O'fl IER DETAILS TO IMPLEMENT THE BMP'S FOR SITE DEVELOPMENT WHEN APPI.IED. E. STORM WATER FACILITIES SHALL BE DESIGNED USING THE KCRTS CONSERVATION FLOW CONTROL STANDARD. WATER QUALITY FACILITIES SHALL ALSO BE PROVIDED USING THE BASIC PROTECTION MENU. THE SIZE OF THE PROPOSED DRAINAGE TRACTS MAY HAVE TO INCREASE TO ACCOMMODATE THE REQUIRED DETENTION STORAGE VOLUMES AND WATER QUALITY FACILITIES. ALL RUNOFF CONTROL FACILITIES SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO !(lflG COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR RECREATION SPACE IN ACCORDANCE 111TH KCC 21A.'!4.180. F. IF THE S IORM WATER DESIGN REQUIRES IMPLEMENTATION OF SMALL PROJECT BMP'S, THE FOLLtWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: 'PERMIT APPLICATIONS FOR BUILDINGS OR OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CRE.ATED BY THIS SUBDIVISION MUST BE REVIEWED BY KING COUNTY FOR COMPLIANCE WITH BEST MANAGEMENT PRACTICES (BMP'S) .\i~l) OTHER APPLICABLE DRAINAGE STANDARUS AS SPECIFIED IN THE SWDM. AS DETERMINED BY KING COUNTY, THE PEHMIT Ai'Pi.:ICA~T FOR EACH LOT MUST PREPARE A DRAINAGE SITE PLAN WITH PROCEDURES FOR DESIGN AND MAINTENANCE DETAILS, AND RECORD A DECLARATION OF COVENANT AND GRANT OF EASEMENT FOR IMPLEMENTATION OF THE BMPS. G. CONSISTEIIT WITH AUTTlORITY AND PROCEDURES OUTLINED IN CHAl·'TER 1.4 OF THE SWDM, ADJUSTMENTS TO ANY OF THE AIJOVE REQUIREMENTS MAY BE CONSIDERED. ADJUSTMENTS SH,\LL BE SUBMITTED '" ODES ON THE APPROPRIATE FORM AND WITH THE MINIMUM FEE DEPOSIT. 7. 1993 KINQ COUNTY ROADS STANDARDS (KCRS) FINAL SHORT PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE PROVISIONS SET FORTH It-I THE 1993 KCRS, INCLUDING ENGINEERING PLANS FOR ALL ROAD IMPROVEMENTS. THE ENGINEERING PLANS SHALL BE PREPARED BY A PROFESSIONAL CIVIL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ODES STRONGLY RECOMMENDS THAT TH!::. ENGINEERING Pl ANS BE SUBMITTED AT LEAST TWO YEARS PRIOR TO ITHE EXPIRATION DATE OF THE PROJECT, ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE 111TH THE KING COUNTY F<OAD STANDARDS t.STABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS). THE PROPOSED SHORT SUBDIVISION SHALL COMPLY WITH THE 1993 KING COUNTY ROAD STANDARDS (KCRS) INCLUDING THE FOLLOWING REQUIREMENTS: A. THE EXTHIT OF IMPROVEMENTS REQUIRES SUBMITTAL OF ENGINEERING PLAN AND PROFILES AND APPROPRIATE REVIEW FEES. PLANS SHALL BE PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND CONTAIN THE APPLICAIJI E ELEMENTS OUTLINED IN KCRS AND/OR THE 2005 SURFACE WATER DESIGN MANU.~L (SEE SECTION 2.2.2). PLEASE NOTE THAT THf APPLICANT SHOULD SUBMIT THE PLANS A MINIMUM OF SIX (fil..MONTHS PRIOR TO THE PRELIMINARY APPROVAL EXPIRATION DATE. 8. 116TH AVENUE SE IS CLASSIFIED AS A MINOR ARTERIAL STREET PER THE KCRS SECTION 2.02. URBAN FRONTAGE IMPROVEMEIHS CONSISTING OF CURB GUTTER AND SIDEWALK SHALL BE CONSTRUCTED ALONG THE FRONTAGE OF THIS ROAD CONSISTENT WITH A (2/3)(4)(5) LANE ULTIMATE ROAD DESIGN. DIRECT ACCESS TO 116TH AVENUE SE FROM THE ABUTTING LOTS IS PROHIBITED. A NOTE TO THIS EFrlCT SHALL BE SHOWN ON THE RECORDED SITE PLAN. C. ADDITIONAL RIGHT-OF-WAY SHALL BE DEDICATED ALONG THE 116TH AVENUE SE FRONTAGE TO PROVIDE 42 FEET FROM CENTERLINE OF ROAD Pm KCRS SECTION 2.02K. ADDITIONALLY, A 25-FOOT PROPERTY LINE RADIUS SHALL BE PROVIDED AT THE INTERSECTION WITH THE ON-·SITE ROAD. D. THE ON-SITE ROAD AS SHOWN ON THE SITE PLAN SHALL BE CONSTRUCTED TO THE URBAN MINOR ACCESS CLASSIFICATION AND BE DEDICATTJJ TO KING COUNTY PER KCRS, SECTION 2.03. E. A PERMANENT CUL-DE-SAC AS SHOWN ON THE SITE PLAN SHALL BE CONSTRUCTED PER THE KCRS SECTION 2.08. THE ROW FOR THE CUL-DE-SAC BULB SHALL BE PLACED WHERE IT CAN PROVIDE A 36-FOOT \\1DE STUB TO THE NORTH PROPERTY LINE. THE F<OW FOR THE CUL-DE-SAC BULB SHALL BE DEDICATED TO KING COUNTY. ADDITIONALLY, A 25-FOOT RADIUS SHALL BE PROVIDED AT IHE POINT \\1 IERE THE STUB MEETS THE BULB ROW. F. A ROAD VARIANCE APPLICATION REGARDING INTERSECTION SPACING WAS APPROVED BY KING COUNTY (ATTACHMENT 2) ON JUNE 20TH, 2006 (FILE NO. L06V0004). THE FINAL ENGINEERING PLANS FOR THE SHORT PLAT SHALL COMPLY WITH ALL CONDITIONS OF APPROVAL FOR THE 110AD VARIANCE DECISION. G. THE MINIMUM ENTERING SITE DISTANCE SHALL BE PROVIDED AT THE INTERSECTION OF TIIE Gs-SITE ROAD AND 116TH AVENUE SE PER THE KCRS SECTION 2.13. ADDITIONALLY, STREET ILLUMINATION SHALL BE PROVIDED AT THE NEW INTERSECTION IN ACCORDANCE WITH KCRS, su;TION 5.03. H. MODIFICATIONS TO THE ABOVE ROAD IMPROVEMENT CONDITIONS MAY BE CONSIDERED BY l(H·W COUNTY PURSUANT TO THE VARIANCE PROCEDUllES IN KCRS 1.08. ANY REQUEST FOR A ROAD VARIANCE SHALL BE SUBMITTED TO ODES ON THE APPROPRIATE FORM AND 111TH THE MINIMUM FEE DEPOSIT. ENGINEERING DETAILS THAT MAY BE SHOWN ON THE PRELIMINARY SITE PLAN MAY NOT HAVE BEEN REVIEWED FOR COMPLIANCE WITH KCRS. IF DIFFERENCES EXIST, THE FINAL DESIGN SHALL BE MODIFIED TO MEET KCRS. J. THE PROPOSED ROAD IMPROVEMENTS SHALL ADDRESS THE REQUIREMENTS FOR ROAD SURFACING OUTLINED IN KCRS CHAPTER 4. AS NOTED IN SECTION 4.01 F, FULL WIDTH PAVEMENT OVERLAY IS REQUIRED WHERE WIDENING EXISTING ASPHALT. K. STREET ll<EES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH THE KCRS SECTION 5.03. L. A 10-FOOT WIDE PEDESTRIAN TRACT EXTENDING WEST FROM THE CUL-DE-SAC TO THE WEST PROPERTY FINE SHALL BE PROVIDED. THE LOCA.TION OF THE PEDESTRIAN TRACT SHALL BE COORDINATED 111TH THE GREENWOOD SUBDIVISION. THE PEDESTRIAN TRACT SHALL BE IMPRUVED WITH 5-FOOT PAVED SURFACE, LANDSCAPING AND FENCES ON EACH SIDE. M. MODIFICAIIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS, SE']TION 1.06. 8. 8. HEALTH (KCC 13) THIS PROJECT IS EXEMPT FROM FURTHER KING COUNTY HEATH DEPARTMENT REVIEW. HOWEVER, IF IMPROVEMENTS ARE REQUIRED FROM THE SEWER AND/OR THE WATER DISTRICT, THEN VERIFICATION SHALL BE REQUIRED FROM SAID DISTRICT(S) THAT THE IMPROVEMENTS HAVE BEEN BONDED AND/OR INSTALLED, PRIOR TO FINAL RECORDING OF THE SHORT PLAT. 9. fil!.ILDING AND. CONSTRUCTION STANDARDS !TITLE 16)-THE APPLICANT SHALL COMPLY WITII ALL APPLICABLE PROVISIONS OF KCC 16.82. 10. FIRE CODE (KCC 17) SECTION 902 OF THE 1997 EDITION OF UNIFORM FIRE CODE A. DUE TO ltlADEQUATE FIRE APPARATUS ACCESS AND THE LACK OF HAVING A FIRE HYDRANT LOCATED WITHIN 350 FEET VEHICULAR TRAVEL DISTANCE FROM THE BUILDING ENVELOPE OF EACH LOT, ANY FUTURE RESIDENCES CONSTRUCTED WITHIN THIS SHOD PLAT WILL HAVE TO BE SPRINKLERED (NFPA 13D), UNLESS THE REQUIREMENT IS REMOVED BY THE KING COUNTY FIRE MARSHAL OR HIS/HER DESIGNEI', TO REMOVE THE SPRINKLER REQUIREMENT NO STREET-SIDE PARKING WILL BE PEl1MITTED WITHIN THE SHORT PLAT (ON TRACT A) AND IT \\1LL BE NECESSARY TO INSTALL A FIRE HYDRANT WITHIN 350 FEET VEHICULAR TRAVEL DISTANCE FROM All_ LOTS. THE INTEFNATIONAL FIRE CODE REQUIRES ALL PORTIONS OF THE EXTERIOR WALLS OF RESIDENCES (AT GRADE) TO BE WITHIN 150 FEET (AS A p1;11SON WOULD WALK VIA AN APPROVED ROUTE AROUND THE BUILDINGS) FROM APPROVED FIRE APPARATUS ACCESS. APPROVE!) ACCESS IS A MINIMUM 20-FOOT \\1DE UNOBSTRUCTED DRIVING SURF ACE NOT OVER 150 FEET IN LENGTH IF DEAD-END B. PARKING CAN ONLY BE PERMITTED ON ONE SIDE OF THE PRIVATE ROADS WITHIN THE SHORT PLAT. P; \05294 \dwg\3\plot\E_ngint'ering Plons\01-JCVf~5294.DWG 2/1 / /2009 4: 54: 01 PM PST C. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGlt!FER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNI'! CODE PRIOR TO FINAL ENGINEERING APPROVAL. 11. DENSITY AND DIMENSIONS (KCC 21A.12) ALL LOTS SHALL MEET THE DENSITY AND DIMENSIONS REQUIREMENTS OF THE R-8 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINAl1Y SHORT SUBDIVISION, WHICHEVER IS LARGER. MINOR REVISIONS TO THE SHORT SUBDIVISION, WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES AND/OR DO NOT CREATE ADDITIONAL LOTS MAY BE APPROVED AT IHE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. 12. STREET TREES (KCC 21A.16) -STREET TREES SHALL BE PROVIDED AS FOLLOWS (PER KCRS 5.0.5 AND KCC 21A.15.050): A. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET OF FROIHAGE ALONG ALL ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. B. TREES SHALL BE LOCATED \\1THIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPOIHATION UFTERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE, 1 LOCATED WITHIN THE RIGHT-·OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE. ! D. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIA'IION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. E. THE SPECIES OF TREES SHALL BE APPROVED BY DOES IF LOCATED WITHIN THE RIGHT-OF .. WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING TREES, OR ANY OTHER TREE OR SllfiUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE \\1111 OVERHEAD UTILITY LINES, F. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET ''OR REVIEW AND APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL G. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT 684-1622 TO DETrnMINE IF 116M SE IS ON A BUS ROUTE. IF IT IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. H. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTEil PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSF'ECTED WI FHIN TWO YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PlR THE APPROVED PLAN, A MAINTENANCE BONO MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, 1\ND HELD FOR TWO YEARS. AFTER TWO YEARS, THE MAINTENANCE BOND MAY BE RELEASED AFTER ODES HAS COMPLETED A SECOND INSPECTION .AND DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTTW AND THRIVING. 13. ROAD MITIGATION PAYMENT SYSTEM -THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH ROAD MITIGATION PAYMENT SYSTEM (MPS), KING COUNTY CODE 14.75, BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE AS DETERMINED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE ,PPLICANT HAS AN OPTION TO EITHER: A. PAY THE MPS FEE AT FINAL SHORT PLAT RECORDING. IF THIS OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF SHORT PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.7'5, MITIGATION PAYMENT SYSTEM (MPS) HAVE GLEN PAID." OR B. PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THIS OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF THE BUILDING PERMIT APPLICATION. 14. A COMBINED RECREATION AND DRAINAGE FACILITY TRACT IS PROPOSED. THE RECREATION SPACE SHALL BE PROVIDED CONSISTENT 111TH THE REQUIREMENTS OF KCC 21A.14.180 AND KCC 21A.14.190 (LE., SPORT COURT(S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[SJ, BENCHES, ETC.). THE RECREATION SPACE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES, WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL INCLUDE LOCATION, AREA CALCULATIONS, DIMENSIONS, LANDSCAPING PER KCC 21 A. 16 AND OTHER GENERAL IMPROVEMENTS. THE APPROVED ENGINEERING PLANS SHALL BE CONSISTENT WITH THE RECREATION PLAN. THE FINAL RECREATION PLAN SHALL BE APPROVED PRIOR TO THE FINAL APPROVAL AND RECORDIIIG. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT 15. A HOMEOWNER'S ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESfABLISHED TD THE SATISFACTION OF DOES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE PEDESTRIAN TRl,CT AND THE RECREATION TRACT. 16. SCHOOL IMPACT FEES-LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES FEES TD FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDiTIW OF FINAL APPROVAL, THE TOTAL AMOUNT OF THE SCHOOL IMPACT FEE SHALL BE ASSESSED AND COLLECTED WHEN THE BUILDING PERMIT IS ISSUED USING THE IMPACT FEE IN EFFECT AT THE TIME OF PERMIT APPLICATION. NOTES TO THIS AFFECT SHALL BE SHOWN ON THE FINAL PLAT OTHER CONSIDERATIONS A. PRELIMINARY APPROVAL OF THIS APPLICATION DOES NOT LIMIT THE APPLICANT'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMIT OR LICENSE FROM THE STATE OR OTHER BUT NOT BE LIMITED TO, OBTAINING A FOREST REGULATORY BODY. THIS MAY INCLUDE, PRACTICE PERMIT, AN HPA PERMIT, BUILDING PERMITS, AND OTHER TYPES OF ENTITLEMENTS AS NECESSITATED BY CIRCUMSTANCES. B. DEVELOPMENT OF THE SUBJECT PROPERTY MAY REQUIRE REGISTRATION WlfH THE WASHINGION STATE DEPARTMENT OF LICENSING, REAL ESTATE DIVISION PROJECT INFORMATION ENGINEER/SURVEYOR: PROPERTY OWNER: APPLICANT / DEVELOPER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: SEWER & WATER: PARCEL ACREAGE: POSTMASTER APPROVAL GEODATUM, INC. 22525 SE 64TH PL #266 ISSAQUAH, WA 98027 (425) 837-·8083 HARINDER BAPLA 9501 S. 207TH PL KENT, WA 98031 AMERICAN ASIAN CONSTRUCTION, LLC. 9501 S. 207TH PL KENT, WA 98031 (206) 478-0633 3223059014 18311 -116TH AVE SE, RENTON, '!IA 98058 R-8-SO SOOS CREEK UTILITY DISTRICT 47,969 SF (1.1 ACRES) \ TRACT "A" STOnMWA rrn REC. ,AHi ~~~:F9 .f. • SHEET INDEX C1 COVER SHEET C2 EXISTING TOPOGRAPHY C:l EROSION CONTROL PLAN AND NOTES C4 EROSION CONTROL DETAILS CS ROAD ANO GRADING PLAN C6 STORM DRAINAGE PLAN C7 ROAD PROFILES CB ROAD AND STORM DRAINAGE DETAILS C9 DETENTION VAULT PLAN & DETAILS Cl O CHANNELIZATION PLAN Vic in it y Mop Soils C I ..:iClJ e Notice Required 1 " N/1~ Contractors shall notify operators who maintain underground utility l!nec in the area of prnposed excavotion or blasling al least 1.wo business days, but not rnore than ten working days prior to cornrnencernent of excavation ~ demolition in accordance with RCW Title 19. Names or1d telephone numbe1'::.,-,, 0 -· of the operntors of underground utility lines in this project appear below. fhese numbers shall also be used to serve in an e.mergency conditions cs required. Phone ----------- Sanitary Sewer Water District Gas Company Power Company Call Before You Dig DIAL-A-DIG 1·· 800·-424-5555 Notes 1. The Developer is required to notify the Land Use Services Division, l..and Use !nspection Section (206) 296-6642, lhree days prior to the beginning of construction for a µreconstruction conference oriJ specifically requec;t inspeclion before begirrnir1g: A. Installing sil totiori and erosion control rneosures B. Clearing and grubbing C. Earlhwor·k D. lnstolle1lior1 of Ony underground utility E. Before placing subbase, base or paving surfaces F. Installation of uriy forms or placing any concrele 2. A perrnil must be obtained frorn the office of the Reside11l Engineer, \Vushington State Deportment of Tronsportotior1, before ony constn1clion is started on any exisling state route. J. A llydraulic Project Approval (HPA) Permit must be obtained rrorn the Washington State Deporl1ner1t of Fisheries prior to m1y woi-k wher1 required. Ronding lnforrnc1tiun Restoration Bond Amount Performance F3ond Amount $ - $-- Site Pion Approval Aprnoval· of these plans is for construction of road and drainog.:> improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do oot ou lhorize any other utility opprovol or improvements proposed in any State right of way. Site plan approval is void if the commercial building permit has not. been obtained or renewed within two years of approval. Subdivision plan opproval is void if the final plat is not recorded prior lo the preliminary plat approval expirolion. PRO 1,ATA SHARE ASSESSMENT ANALYSIS (County Use Only) Seclion Township Range Tax Parcel Numbe1 32 I 23N f L_ 32230590H f L_.~90~1~4-~ Site Location is within the ------"·--·-·------drainage shed(s) Pro Rota Share Assessrnent(s) ore: D Required D Not Required frorn the site due to development for increOsed storm water runoff. Peak Runoff Assessment [(ale($ Peal< Volume Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm) ) per Ac. FL increases.(2 year, 2 hour storrn) ACREEMEf, IS, Pl.AN REfTRFfJCES, PERMITS ETC. (To be completed by Consultant) Preliminary Plat Approval/Permit Issued [late: 11/9/2006 Expiralio1, Date: _JJ/9 /2011 Other l<eloted Permit Numbers Received: Right--of-Way Use Permit Bu if ding/Structural other __ _ ---·-- Ooord feet or lree removal on site: ___ ,(1 o~o,__ Cubic yards of moteriul hauled or1/off the site: 1,300 (:_ld_l_ Is this a highly sensitive areo site? (Yes/No): NO Note: If "yes", per SWDM Appendix 044 a llighly Sensitive Site Erosion Control Suµervisor is required. See ESC pion. Dote Ernergency 911 Pol ice-Fire-F\e;=,;cu e RECOMMENDED FOR APPROVAL (To be cornpleted by King County) '--··· --·--------·····--·----- Engineer Pion Reviewer Engineer-Supervisor Traffic & Planning Engineer Sensitive Areas Structural Review Engineer Other t.Q King County -·= APPROVED FOR CONSTRUC~~= DEPARTMENT OF DEVELOPMENT & ENVIRONMENTAL §BRVldES Doto ~~ CJ g () '"'· I.. (]_) ::::: +-' Q) (/) O_ C C O Q_ O 5 Ql <CU O .....J u_ _L " (l) I.. '--Q) (1) (l)~ C C m ~ 3 =i Co~ Molly A. Johnson, PE. Oevelop.ment Engineer PRO,JEC I CONTACT INFORMATION (To be colnpleted by Consultant) -~ GEODATUM, INC. 425-8.37-BOt,3 Name Phone 1505 NW MALL STREET ISSAQUAH, WA 98027 Address and Zip Code D A Prn-tnership 181 An Individual HARlfllJER BAPLA 206-478-0633 ----------- Name Phone 9501 S. 207TH PL KEN!, WA 98031 ------- G-Q D Address and Zip Code ·o L (]) ~' ti= (]_) ~ > L GE ODA TUM, l~IC. (l) -----------····-"------ ([) C l~arne l8 A Co1poralir"1 D A Porlnersh'.p D An Individual 425-837-80:l.l --- Phone L L 01 Ql :J I.. C UU1QliJ 1505 NW MALL STREEf ISSAQUAH, WA 98027 Address and ?ip Code E ~ E J Q 1l, I U1 [t'. LLI m 2 -, z w _J LL ln w Cl 0 j ei :!J :,~ ... ~ "'~ of o~ ?' GI> "~ _... a: (0 :c en :c JJ « :E I n ro ,J c, 0 0 [t'. C_) rn U1 I"-lO CJ 0 ~I. _J L L (]) (]) _o _o [ [ ::J ::J z z >, _,.., +...J u ·:,: Q) ·~ _,.., 0 u L <( Q_ f'J O'J 0 O'J I (]) ,.... C n 0 O'J _c I CL U,) C'-J -tj· L 0 0 '" [t'. 0 <( C ·-- [t'. -u ,_ ('J 0 0 _J u >-- [t'. .....j.-J L1_i u ::r: (]) ·-·, u 0 L Q. Q) C L 0 z ~ (]) _,.., i-= +' u (]) ·-, 0 L o_ 0 z +J C (]) E 0. 0 (]) > (]) 0 Lice11 se /Seal Sh eel q:;1 of 11 I >-if> a. ::, a " ,o "' "' "' "' 0 0 N .... ,. " N " " 0 ., "' N "' N O' 0 I n I N 0 / " C 0 a o• C ·c " " .s m C w / -0 0 / "' / cr. , u / ., m N •O 0 / Q 'b Of) F) ,1/f1 i'J - ·~ ., ; 1:~J J_!IO . CJ ! ~~ I. ,,~- 0 I m ' _,, _. 10 0 '"""'" N ' GRAPHIC SCALE 10 20 40 I I I 1 INCH -20 FT. 'I f i • SE 1 / 4, NE 1 / 4, SEC 32, TWN 23t\i, RGE 5E, W.M. SE 182ND ST . I • \ \ • REMOVE/RECONSTRUCT EXISTING FENCE AT / ROW LINE AS REQUIRED TO INSTALL NEW 12" __,,,/ i SD OUTFALL. COORDINATE 111TH PROPERTY OWNER PRIOR TO BEGINNING CONSTRUCTION \ \ I I I I I I I I I I I I ! ":': .. , I ,,,- 10 1N I fi·-fj ,=--cc--c· ' ··-· -FOUiH.i i,i'ONUIAFJ,JT HH C,s\$!E 1 LEGAL DESCRIPTION THE EAST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER F SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.; EXCEPT THE WEST 347 FEET THEREOF. BASIS OF BEARINGS SECTION BREAKDOWN PER ROS: 8706090587 ACCEPTED THE BEARING OF 114 TH AVENUE SE BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES L THIS SURVEY WAS COMPI.ETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBERANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NPL 352 TOTAL STATIOI~. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STAN01\ROS SET BY WAC 332-130-090. TRACT '8' 42' RIGHT OF WAY PROVIDED TO ACCOMODATE POTENTIAL FUTURE ROAD IMPROVEMENTS 10:1 ASPHALT ffiASITION~ I ~f}, I ! 3. THE INFOflMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN SEPTEMBER 2005 ANO CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 1 O' PEOESffilAN TRACT 927 S.F. END CONCRETE WALKWAY, BEGIN ASPHALT WALKWAY. .,_'Vt-=-=~~ -------~=.::-<~~to' -----.. _i5' _llSBL -----17L_2~ l=~====E==:::].C:::========-~======~~ ·--; lJ --~o~ -c-+.cc. ··= ~~::: ·-0 ·--.--~--------z ·-,jl TRACT "A" ----,-··--7 I 81 di-' NI ' LO m !-0 (?• I if! <t' I "' I;,., LOT 7 0 ; ,, J'/ 3,297 S.F. ~ / ..'; '/ : I '( I / / I , __ :_. -----5-'_B __ S_B_L ____ , ___ J __ -jf ( __ ~: \ ·'I ,· - I I I I • I .., 8.1 m u, ~ I m ;,., I I I I I. - 5' BSBL LOT 6 3,967 S.F. 5' BSBL NB9"47'21"E 51.09' / / -., ~'t?)'tro LANDSCAPE TRACT y'fo (WITH DRAINAGE EASEMENT -\. DEDICATED TO KING COUNTY) 5,375S.~ k-- @ [ 8 UNIT MAILBOX CSU ' / ,.S = PER U.S. POSTMASTER ,it'c,<>/:/,: ~ 11~ SEE DETAIL, THIS SHEET ~ · ""' 3: 0 : \.._/ ~ ./ / \ .-....ff ~~2-~~ .,> y.;::· 63.73' -,-,,----1'-IA...,..-----~ "-., 1· ' ;l: ·---. ::-·-_-,-__ -__ -__ -===------.. -... -.. -, :~-==== p:i:-::====-=-=_/// ~ SE. 183RD CT. 1H00 I ;: ~-::::~=-·=--=-·=-·~Q:,,,.;;·==--=-~=-==--=··=(P=U=B=Ll1=c8=-~=o-·o=A7=D!===-=~,~-~li··1··=-=···=··====;:'j=-+=-::..!..:=i========:::.-- i/ ,, 119 1'=-~-J ______ __,,/-§. / ;~~(-10' ::~OLD'----.··, ("SJ x \.~ ///-1 :----------i r--·· -10;-BSBL-- ...... 8.zs· . --oJJO· / I I I R"'5o~o··~-~ -,, I .,. ,;;<o" I I I ::-:--:::-:-~------~ 24.31' I ----.,-,'I, I I / I ioc-·-r -/ ,o II ;:; I I ;:; I Bse<-, ----, ;; :; \ I I I / I I I '° I I I 1zj 1"' I 5' BSBL I I • I i I I ----, 1 I :ll I I I I LOT 1 I I I :8 I : k I ! k I 4,134 s. F. r 5 · I I I o I .., I O I m..,I I LO-8 .., I .., aJ LOT 2 l)l 1 ;,., .., "' 5SF . I I ll)l ..,Ir l:fl rn;: ll)l rn1 I 4, 71 . . I g I LOT 4 aJI ,w I ca LOT 3 rn 5 I 4,277 S.F. . I o I rn . ~ i ~ I I ~ 3,688 S.F. :fl 8 I ;,., if! I z I "' '° I z I;,., "'I :gJm aJI m ·I;,., 3,869S.F. ;,,I I I;,., if! I~ : ;,., "'1 5 I I I I I I I ;,.,11;; I 1z I I I I I I I I ;: I I I I I I I I I I~ I I I I I I I I l -~---------_--__ -_··::_71~.3~1:..· --·-'-----1 -1='-:-:,~":',B"'._S'.'.:B"'.L"'._ .. _-_-_::5~5-2_00~·--_· ____ 1_L_~_5_·_s_s_s~_-_,E;50£;.£!00;!_' ____ 1_,L._' ____ 5_·-_s,.:s:;!!:;:::;·~~o-· ---~l~-:;l-;y-5-' _ss __ s_L·_··_--_·-_...::5:::.D·:::,DD:;.'_1 __ / __ -rt- S1Bf1"·.::11:t·"J il~VJ 2:&l0,4tY 12' RIGIIT OF WAY DEDICATION TO KING COUNTY PROPOSHl S llllET TR[E _j 40· ON cm I u, (TYP ) 10:1 ASPHALT TRASl110N BEGIN AT SOUTH SIDE OF DRIVEWAY APPROCH ~ I . I 10+00· -,"; i ,j : I 1 .I • 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN 01~ THIS SURVEY MAY EXIST ON THIS SITE. ALL M•JNUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTH.ERWISE NOTED, SAWCUT AND REPLACE EX. I DRIVEWAY PER 2007 KCRS. CONCRETE TRANSITION RAMP, SEE KCRS DETAIL 3-014 12' DRIVEWAY CUT PER FIG 3-004 2007 KCRS, VAULT MAINTENANCE ACCESS PAD 20'x12'x12" DEPTH COMPACTED 3/4" MINUS W/ BOLLARDS, SEE DETAIL SHEET C6 PROPOSED NEW STREET TREE, SEE LANDSCAPE AND RECREATION SPACE PLANS (SET NEW MONUMENT, Ti'PICAL 2 PLACES) 10+00 SE 183RD CT.- 22+68.06 116TH AVE. SE EL 497.1± TRANSITION FROM ROLLED w ffi ·.· ·i-1---.....::::::::,,.1cuRB CUL-DE-SAC TO > 1-,. VERTICAL CURB ALONG <( ';'i , , 116TH AVE SE AT i!= ~ I WHEELCHAIR RAMP (02.-1 ,-..... PER KCRS SECTION 4.01 F, A 1" FULL l\1DTH OVERLAY SHALL BE REQUIRED. APPROPRIATE REPAIRS TO THE EX!'..inNG SUBGRADE BASE MATERIAL, SURFP.CiilG AND PRE-LfVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. TIJE II -+.----+--T'+---:::;:;/70VERLAY MAY BE WAIVED ONLY UPON 11· WRITTEN REQUEST AND AFTER AN - ' I ' I I I I I I 0 01 +- N N -r--,-=-ll1i~- ! ... 1:i r I , I I Li I ' . ~,,·.·.'···· tfl ' 11&,' ; I ·I EVALUATION OF PAVEMENT CONDl'f'J;JS AND/OR CHANNELIZATION REQUIREMENTS HAVE BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. SAWCUT AND REPLACE EX. DRIVEWAY W/ 10' RESIDENTIAL DRIVEWAY APPROACH. PER FIG 3-004 2007 KC 0 0 0 o O 0 0 0 0 0 0 0 0 0 EXP/INSION JOINT ~,--...._j MCHOR BOLT PAmm, PER N.D.C.B.U. PEDESTAL ~_;"",...-~l,+-._'.IT~S°'.;PlATE . . . .•. . ~-. I ."· ~· :·· . :° -~·· •. . .f ,• ' ..•. ' SEE NOTE NO. 2 [_~ NOTES: 1. SEE SEC. 5.04. " .' 2. INSTALLAIION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE Bl U.S. POSTPJ.. SERVICE. 3. SEE SEC. 3.04 FOR JOINT REQUIREMENTS ,· t . 2'-7" PLANTING STRIP WIDTH MIN 5'-0" CLEAR WIDTH MOUNT ON PEOESTAL PRO\t1DED WITH N.D.C.B.U. lJNIT 0 TO VAR\ABLE _..--J-EXPANSiON >OINT. _i--,/ ............, ... •.• ·•• . i • .i ~ ' ' .. :.. "' • : : ·. J' •.· • , . ·; .. .... • >I· .•. •• ,· .• ~ ':. . . . . SEE NOTE NO. 2 ~ ~·,.'"·"'); j-. • ,·-e· NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MAILBOX INSTALLATION NOTE: KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. E i 0 ~ -5 s~ ! 0 ex'. I!, ::) I :,~ +11~ ,... {IJ v/ tu,-... <1>N Q~ .... 0 V)cx>M _a,CCJ oc: °iii«(O ~ ::s: "f :!,';; • "' (U; .c,,.., 2 ro oo ::, "; "" o-~ o ro "" u, Vi N .-~ !t. -i--:-----··· ---·-- ·1 -r !ii, N n ~ ~ "' " "" ... ,,. /'.I' f!' ~ U) V, V, ,_ ,_ ,. z z z z z w w w w w w ::, ::, "' ::, ::, I:> I:> ::, "' ::, I:> I:> 0 0 0 0 0 0 0 0 0 0 0 u U) U) U) VI VJ V) w w w w w ~. 0 0 0 0 0 0 0 0 0 0 0 0 u 0 u u u 0 '<'. " u "' "' " i --· -~ "' "' "' ro 0 0 o, "' 0 0 ..... ..... 0 0 ..... -,, "' il1 ..... ..... m 0, -~ !::'_ ,0 N .::::. N .::::. ..... ..... 0 ,o "' 0, --N -.. ·----- <O 0 0 0 (.() <O 0 ~ t') 'V 0 0::: (/) I"- 0 _J z I-<( _J ' <,( Cl. LI.I 00 _J (.() a... _J If) 0 • 0 I:!: ~ 0::, I-0) 0::: z l<e ~ 0 0 ii!: (.) I _J (0 • U) ' z <( ,..-..-g ,_ z ... I 0 .-z _J N t') l.oJ 00 0::: <( -0::: ..- ~ 0 0 I w > {)'. w U) Id O' V, ,.. I " O' '' ~ " u ~ ::, cl " 0 0 w " "' 0 0 N Q -1.-------1 , DRAFTER: jPG/CDM KING COUNTY D.D.E.S. SE 186TH ST I 0 ,;: 0 '·' + :.oL..; 0 ·,:( cc-----,N).\ f'L!UMD / . [i~Ob•J,JJ Jlj~ Elf(J . IN c,;,.sc I Review Engineer Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Dale Completed Date APPROVAL Date DESIGNER: IPG PROJ. ENGR.jsur,v.: CLG DATE: 2-17-09 PROJECT NO.: 05294 SHEET C2 OF 11 1------------------------------------------------------------·---· I ----------------------------------------------------~==========;;:;;==as-;;."'"·-;;-=·-=~-=---·"""""f""'~'""""'""'==,,."'1 I ··,··,;t~C'(\r .. ·:()f'~ I ' ' • i. \ \ ~1:1 ' h :JJ I I ' ! 11 I '.1 ~?' I I ''l ft,Vl I I It•\ 1.J.J ;)-' t··· ti-, f"' I I ' ! ,-u, o_ ::, o_ + 0 <O U) 'i I N ' GRAPHIC SCALE 10 0 10 20 Pl" I I INCH -20 FT. 40 I . " ( ; i X ,_> ·\1 L: ,_:c 1, ·11),; .~.1 SILT FENCE, SEE t·. l_ X_LAIL SHEET C4 EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE 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. Tl IL BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LrnGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISFURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY TIIE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURF ACE WATERS, DRAINAGE SYSTEMS, AND AD,IACENT PROPERTIES IS MINIMIZED. 5. TIIF ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING TIIE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS MID MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES NHl SILT FENCES, ETC.). 6. TIil ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE COIHINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS, THAT \\1LL NOT BE DISTURBED FOR TWO DAYS DUl<ING 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.). :ii SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. PROPOSED FINISH GRADE CONTOURS~ J / ,. SILT FENCE SEE DETAIL SHEET C4 SEDIMEMT TRAP 749SF SURFACE AREA SEE DETAIL SHEET C4 TEMPORARY , CONSTRuc·noN i • 0 ENTRANCE . ,,,oo----, 502 . '. ---::_ ----' - PROTECT NEW CB WITH CB INSERT \!PON INSTALLATION (TYPICAL) .! j. I I 's i ' ': ' .. . . . -_-,; ( ) ' ' I • I ij , !' I 1 ! ? I \: I , I I I ,. b I \/ J ' s'') • w (/) • w > <( I I ' I " \ t, ' ' TEMPORARY INTERCEPTOR SWALE W/ ROCK CHECK DAM SE~ DETAILS SHEET C4 t i t ' ' { ' • J CLEARING LIMITS 0 PROP. LINE ;:; i J ' I SILT FENCE, SEE . if ~,-,-u~j 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WIFHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAlflTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT ( 48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A 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 THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE F AGILITY !S 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 THICl<NESS OF 2 TO 3 INCHES. 14. PRIOR. TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWf.ll TO 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 THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR. TIIE DOES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. . I ' I CONSTRUCTION SEQUENCE I I 1. CONTRACTOR TO ARRANGE AND ATTEND A PRE-CONSTRUCTION MEETING WITH KING COUNTY DOES. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION SITE. 8. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 10. 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 111TH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, ;\LL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. VICINITY MAP SCALE -NTS LEGAL DESCRIPTION LOT 4, BLOCI< 2, LAKE UNION HEIGHTS ADDITION TO THE CITY OF SEATll.E, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 70, IN KING COUNTY, WASHINGTON. SITUATE lrl THE CITY OF SEATTLE, COUNTY OF KING, STATE OF WASHINGTON PROJECT NARRATIVE THE PROPOSED SITE IS LOCATED EAST OF STATE HIGHWAY WA-515 IN RENTON WASHINGTON. THE SITE IS 1.1 ACRES IN SIZE AND INCLUDES A HOUSE AND DETACHED GARAGE. THE TOPOGRAPHY OF THE STIE AND SURROUNDING PROPERTIES GENTLY SLOPPES TO THE NORTHEAST. SURFICIAL SOILS CONSIST OF SILTY SANDY LOA.M. THERE ARE NO CRITICAL AREAS ON THE SITE SUCH AS HIGH EROSION RISK AREAS, WETLANDS, STREAMS, OR STEEP SLOPES (POTENTIAL LANDSLID!': AREA). THE PROPOSED DEVELOPMENT CONSISTS OF A 7·-LOT SHORT PLAT, STORMWATER DETENTION/WATER QUALITY FACILITY. CONSTRUCTION OF A NEW RESIDENTIAL STREET AND CUL-DE-SAC 'MTH SIDEWALK AND LANDSCAPING. A COMBINED STORMWATER DETENTION AND TREATMENT VAULT WILL BE CONSTRUC,ED IN THE NORTHEAST CORNER OF THE SITE. NEW SANITARY, ELEClRICAL, GAS AND STORM DRAIN UTILITIES WILL ALSO BE CONSTRUCTED. NOTE: KING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. .-~~====~-------------·---~-----~--------CONSTRUCTION SWPPP REVIEW KING COUNTY D.D.E.S. REVIEW DATE ON-SITE INSPECTION REVIEW DATE CONSTRUCTION SWPPPREVIEVIER Review Englne1:1r Senior Englneer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Dote Completed Date APPROVAL o;fa-.- SITE VOLUME CALCULATIONS CUT VOLUME (CU. YDS.) 532 FILL VOLUME (CU. YDS.) 431 NET VOLUME (CU. YDS.) 101 CUT VAULT CUT (CU. YDS.) 1,200 CUT ~ w· B e i E~ "' I ::J-~ I ...,~ I "'~ 1ii ~ ' Qg ~~rn _O'IQO 0~ °iii<( 0 I ~ s: "j' ' s: .c:.· ,-.. Z ro"' ' :::, 00 CV; c,; L/"I o-~ 0 "' L/"I L/"I V1 N ~ ~ .:::!. "' Q. < z 0 iii ~ ----- I 'ii. N ' "" I:'.? I u, t-z z w . w ::, ::, :::, ::; 0 0 u u ,n "' w w 0 0 0 8 () "' "' <O <O 0 0 " ,, 0, N '-" '° a) ,0 ""' I:'.? z w ::, ::; 0 u U1 w 0 0 u "' "' 0 " "' <:'_ 0, - ;/,; If) <O ""' "" U1 U1 I:'.? ,_ I-z z z w w w ::, :::, ::; "' ::; ::; 0 0 0 0 u 0 (/) U1 U1 "'' w w 0 0 0 0 0 0 0 u u "' "' I "' <O <O r- <O ITT N N t'J --· ---'-- '2. '2. l ~ ?. ? -~- z <( ....J 0.. I !Z 0 F !Z ~ w 0::: (L I-z <( 0 ....J F (1_ :::> ....J I-....J 0 ct: 0.. 0 0::: I ~ (/) ~ I ::iE ....J 0::: <( 0 I-- ::?! V) i :z 0 F () :::> IE V) z 0 0 DRAFTE~: DESIGNER: ' w OCI {/) I{) • 0 ~ 00 Ol <( j!: ~ co ~ .-z ,-f2 ,... ,-z t0 lo.I 00 (\:: .- PG/CDM PG (0 8 0 V) CD Ct _1 , ... r<:1 ,q- 0 a:: V) f',,. 0 _1 0 !~ I <C 1td ,u, ·w !o: 1/) I- I 0 "' ., '__, "" 0 z u, 0 0 "' g PROJ. ENGR./SURV.: CLG DATE: 2-17-09 "ALL VOLUMES ARE APPROXIMATE AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. PROJECT NO.: 05294 THE VOLUMES DO NOT INCLUDE STRIPPING, STRUCTURAL EXCAVATION, EXPANSIOM . FACTOR OR AMY SOIL TYPE RESTRICTIONS. THE FILL VOLUMES HAVE INCLUDED ii ' SHEET 'C 3 OF 11 10% TO COMPACTION FACTOR". . ____ _J o• C ·c w 0 C ~ C ~ 0 3' n / 0 , u 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 R = 25' MIN. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-s" 12" MIN. THICKNESS PROVIDE 1·ULL WIDTH OF INGRESS/EGRESS AREA TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. / 6' MAX. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC ----- '=!Tl ~MINIMUM// 4". 4'' TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-. " V.ASf-'ED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE PC5TS, REBAR, OR EQUIVALENT NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL NTS SILT FENCE NOTES: 1. SEE ADJACENT DETAIL 30-100 SIEVE SIZE FOR Slc_T FILM 2. THE GEOTEXTILE USED MUST MEET THE FOLLOWING SPECIFICATIONS: MIN -1 z 2 ' " AOS (ASTM D-4751) WATER PERMITTIVITY (ASTM D-4491) 50-100 SIEVE SIZE FOR OTHER FABRICS 0.02 SEC GRAB TENSILE STRENGTH (ASTM D-4632) GRAB TENSILE ELONGATION (ASTM D-4632) UL TR A VIOLET RESISTANCE (ASTM 0-4355) 180 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS PER MINUTE STANDARD STRENGTH FABRIC 30% MAX. A COPY OF THE MANUFACTURERS' FABRIC SPECIFICATIONS MUST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. . 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H: 1V. SOLID WALLS /CATCH BASIN.,..,,.,.-GRATE Tr r::rrl I I I I I I I I ·:r:i ,.--.c=l"J. 111 OVERFLOW 111 1 -{_ 111 1 11 i I i...;;;,,, ........................... /--_1 11l' I POROUS BOTTOM ITII I 11 INSERT NOTES: NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE" THE MEANS TO DEWATER THE STvRED SEDIMENT~ AN OVERFLOW, AND CAN BE t.ASIL Y MAINTAINED. 1) ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2) ANY SEDIMENT IN THE CATCH BASIN_ INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. 3) THE FILTER MEDIA FOR THE I fl SERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. CATCH BASIN INSERT CROSS-SECTION SE 1 / 4, NE 1 / 4, SEC 32, TWN 23N, RGE 5E, W.M. 495.0 I -4' MIN. • I i _l 1' MIN. OVERFLOW SURFACE AREA DETERMINED AT TOP OF WEIR , EL = 498.50± 1' MIN .. : ·,. :. : '"' :.': ··:: . .: .·~.-: ... ~T 1' JIN. -/-~r··-· ······· ~ -------,------------- 3H: 1V MAX. 3·5 t 5 ' -~t 1.5' MIN. / "'I ! FLAT BOTTOM ____/ ~---~-----------3/4"-1.5" 2"-4" ROCK RIPRAP WASHED GRAVEL NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION SEDIMENT TRAE. NTS GEOTEXTILE DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER 2: 1 MAX. SLOPE LEVE~BOTTOM . -11-111-1~.EITIIIIIIIIII r MIN.l / --111=111=111=-~!l!~l 11~1.1 r=11,- r:=:m=i '="1111~1 ~==..!:_J 111=-111-• .. :ffir[TTIU TIT=--,.:' j 2' MIN. ~ SW,~LE SPACING DEPENDS ON SLOPE GRIIDIENT MAINTENANCE STANDARDS: 1. DAMAGE RESULTING FROM RI INOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO l~OT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY Of-THE DIKES/SWALES SHALL BE INCREASED. INTERCE;,.PTOR SWALE NTS ROCK MUST COMPLETELY COVER THE ~BOTTOM AND c;!DES OF THE DITCH CHECK DAM CROSS SECJLQfi NTS 2: 1 SLOPES CHECK DAM DETAIL NTS MAINTENANCE OF SILTATION BARRIERS: 1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURll,G PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO COHFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. NOTES: 1. FENCING SHALL BE INSTALLED AS NECESSAl,Y TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. INSTALLATION: THE AREA OF THC: ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIALS. THE GRAVEL SHALL BE Pl ACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOUl I) BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 4. GEOTEXTILE: A GRAB 11::NSIL STRENGTH (ASTM D 4751) 200 PSI MIN. B. GRAB I ENSIL ELONGATION (ASHA D 4632) 30% MAX. C. MULLUI BURST STRENGTH (ASTM D 3786--SUA) 400 PSI MIN. D. AOS (ASTM D 4751) 20~45 (US STD SIEVE SIZE). 5. AGGREGATE: 4" TO 6" CRUSHED BALLAST ROCK, OVER FILTER FABRIC. 6. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12 INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 7. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. REQUIRED DURING WINTER CONSTRUCTION. 8. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE-CONSTRUCTION MEETING 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN) 3. FLAG OR FENCE CLEARING LIMIT~ 4. INSTALL CATCH BASIN PROTECTIGN IF REQUIRED 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE 6. INSTALL PERIMETER PROTECTION(SILT FENCE, BRUSH BARRIER, ETC) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS 8. GRADE AND STABILIZE CONSTRUCTION ROADS 9. CONSTRUCT WATER CONTROLS (iNTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC)SIMULTANIOUSLY WITH Cl.EARING AND GRADING FOR PROJECT DEVELOPMENT 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURERS RECOMMENDATIONS 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANCE 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 THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED ,-OR MORE THAN 30 DAYS 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED IF APPROPRI.~ TE. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE SEPARATE REVIEW AND APPROVAL BY DOES PRIOR TO INSTRUCTION. (KCC 16.04.16.70. 14.20) 2. ROCKERIES ARE CONSIDC:RED TO BE A METHOD OF BANK STABILIZATION 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. ROCKERIES OUTSIDE OF THE ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. NOTE: KING COUNTY ODES APPROVAi. IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. ~----------~~---~- KING COUNTY 0.0.E.S. Review Engineer Senior Engineer Completed Pole NTS ,:; MOLLY A. JOHNSON, P .E. ----- "' N ,., I" I" z z w • w "' "' "' "' 0 0 u u <!) <!) w w 0 ' 0 0 0 (.) u " "' 00 (X) 0 0 ' ' "' N <::. ' U) 00 Ul ...J ~ w Cl Cl z I- <( <( I U) _J :~ a.. 0 z I-...J 0::: 0 0 ~ I z (f) 0 () z I ...J 0 <( <ii 0 ~ a::: w Cl z <( I (l_ I ll.. ~ Ul ---- I "' ,., (/) ,-z w "' ::a 0 Cl ,n w 0 0 u " OJ .\?.. "' N ' "' LLI U} • ~ ,.. <( ~ <O ,-.... ..-....... t') IX) .- -------- ;'I; VJ ,-z w ::a ::,; 0 u (/) w 0 ,, u "' 00 0 ' 0) N '· 0 ~ co I.() 0 00 0) ~ "' 'IS I" z w ::,; ::,; 0 (.) <!) w 0 0 u " (X) .\?.. "' N -, ~ ~ • z f2 z LIJ ~ DRAFTEJR: PG/COM DESIGNER: PG -~-". "' "" (/) f-z w ::,; ::,; 0 (.) (/] w 0 0 u " "' .\?.. "' <::. N (0 0 0 0 (/) (0 0 -< t') 'V 0 0::: V) " 0 --' D ~ (t 'w <fl 'w fr' ' I" I '-' fr' __, __, <( u z " ::, ' f- <( 0 0 'd ' '-' ' "' 0 0 N 0 PROJ. Ii:NGR./SURV.: CLG DA.TE: i 2-17-09 PROJECT NO.: 05294 SHEET 1 C4 OF 11 , ! DEVELOPMENT ENGINEER I 1.---------------------------------------------------------------•\l\l'M ______________________________________________________________ ,.:;;;;======-:;;:.,;;;;,==;;.-;;;:-;;;;:;-;;;;==;:;;;,,,.,~~.~·~=--"".·s,..__...,.,.,.,,..;<M'.-.. --='<-<tll:"'ffl "'"" · j •·1(•t-•d(1' "r\ I :: _-'. / ,. '' , I SE 1 / 4, NE 1 / 4, SEC 32, 1-WN 2.3N, RGE 5E, W.M. N I GRAPHIC SCALE 10 0 ioyyi 10 20 I I 40 I 1 INCH ~ 20 FT. R/W 1 '-6" w z ::J ~ WATER LINES ON -• 0 NORTH & EAST SIDE y· OF ROAD. SEE SEC. 8.02A CATCH BASIN & . STORM SEWERS (TYP.) 11 ' 5'-0" SUBGRADE SLOPE 0.02 FT./Ff. SE 183RD COURT N.T.S. 11 ' w z SAN. SEWER ON SOUTH ::i & WEST SIDE OF STREET. ,: ,,-SEE SEC. 8.02C g / u. R/W 5'-0" MIN. 1'-6" 1'-6" '-----ROLLED CURB. SEE DWG. NO. 3-002 GAS LINES ON SOUTH & WEST SIDE OF STREET. SEE SEC. 8.02A 2" COMPACTED DEPTH HMA (CL 1/2") 4" COMPACTED DEPTH HMA (CL 1 ") SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY (STD. PROCTOR) PAVEMENT NOTE 1. TRACT 'B' PER KCRS. SECTION 4.01F, A 1" FULL WIDTH OVERLAY SHALL BE REQUIF!ED. APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL, SURFACING AND PRE-LEVEL MAY BE REQUIRED PRIOR TO PLACING THE OVERLAY. THE OVERLAY MAY BE WAIVED ONLY UPON WRITTEN REQUEST AND AFTER AN E.VALUATION OF PAVEMENTCONDITIONS AND/OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THF COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. REMOVE/RECONSTRUCT EXISTING FENCE AT ROW LINE AS REQUIRED TO INSTALL NEW 12" SD OUTFALL COORDINATE WITH PROPERTY OWNER PRIOR TO BEGINNING CONSTRUCTION 42' RIGkT OF WAY PROVIDED TO ACCOMODATE POTENTIAL FUTURE ROAD IMPROVEMENTS . >i \'/ "J 10: 1 ASPHALT TRASITION 10' PEDESTRIAN TRACT 927 S.F. END CONCRETE WALKWAY, BEGIN ASPHALT WALKWAY. • . J ROCKERY END -,;1 ROCKERY MID ROft:~i9E~~.• ~ 5' BSBL I ---·------·------------- d I I ffi I 13 I ,o . I LOT 7 3,297 S.F. 0 - I I I ,.,,. I 5' BSBL j L _ ·-·· -----------· - I ,c1 I I Bl . , ,II ID "' I I I I ,_ I LOT 6 3,967 S.F. .5' BSBL - j .... /.'' 10> "-Else;·· ~ v, "· "' 0. 00 "' m g N ,, ,, ~ N \i! 0 .. m N "' 0 '" 0 O' n I "' 0 '"'"' -.. /l ' t' " I I I ffi ·1-~· I ! ~LO -----------· ------:;------, 5' BSBL LOT 5 4,715 S.F. ' O' I 0 "; I ffi. I :fl I LO I\, I I I '-· -------_ _. ----------·-------- 1., I I I r: ,. I I '.,r'\, I I _, LOT 4 I rn 3,688 S.F. VJ rn I . '° I I I I 1 J ~SBL J', ·-11 \ ! - .;;;rr------'-------------~-----------------, ! SITE VOLUME CALCULATIONS 0 C 'jj CUT VOI .. U ME FILL VOLUME (CU. YDS.) NET VOLUME (CU. YDS.) VAULT CUT (CU. YDS) ~ (CU. YDS.) ~If--------------------------------------, 0 !J-S2 431 101 CUT 1,200 CUT 3' n / m , 0 ~ "ALL VOLUMES ARE APPROXIMATE AND REPRESENT FINISH GRADE TO EXISTING ~ GRADE AS SHOWN. ~ THE VOLUMES DO NOT INCLUDE STRIPPING, STRUCTURAL EXCAVATION, EXPANSION I ··--, I . . -i· n \ -1 I I sof I I _, I ~I .,I I I I I I I r I r, I I I I _, I i)l I ID I "' I I I I I 5' BSBL L--- LOT 3 3,869 S.F. i · TOP: 504.0± ,. BOTTOM: 502. 7± HEIGHT:1.3± TOP: 502.8± HEIGHT: 2.4±' BOTTOM: 500.4± ~ BOTTOM: 498.0± H11GHT 10t -"'' ~--( :i . § T:~1~.. •>:; " . ·.. . ,<1;) .,,. " < .•• '"7 .•••.•.••.. •· ANDSCAPE TRACT .... ( TH DRAINAGE EASEMENT ,11,111,,,cDIC.ATED 10 KING COUNTY) ·-5,375 S.F. . , ~I r - I I I I I I I ; I I 1. .. 'i· . I . I I ' z I I J,r T . r··,,. ,,, .. I I I , I-'_, ffi I 13 I "'I I I I ID I :fl I "' I I I I 10-' BS ... --... -------l _, I LOT 2 'f, ID Ji' ~ I 4,277 S.F. ·· "' I POTENTIAL LOCATION! OF STORMWATER- DISPERSION TRENCHES/ ·( I I dj. -,,.;.; . I . !'' I• I I I I J 1 _, I I i)l I ID L.1.'!' "'a 0 LOT 1 'f, 4,134 S.F. ,, • 0' 001 ~ (/) ro ! . ; • ; • !'~ "'I ·-;! -·1 1 1 -...,.__..r 1 ~ •. I • ''--,__,____. '. I I : ~ I 1 \_,../(-, I. :. '. I I I I I I 5' BSBL I I: I 25' _FLOWjPATH l_5'_BSBL__ LJc'\.,;::)-. , . --_I 12' RIGHT OF WAY DEDICATION TO KING COUNTY PROPOSED STREET ,TREE I . 40' ON CENTER (TYP.) 1D:1 ASPHALT TRASITION BEGIN~ AT SOUTH SIDE OF DRIVEWAY APPROCH R/W 42' TOTAL NEW ROW fi. R/W I R/W 22' !30· 1----------=~--------l EXISTING ROW 2% ~ w z :J " f2 f----'-1 occ·.:c.5_-+-~---'-11"'.5"''------+--7 .3' -9' j--1' SAWCUT I VARIES - 2% VARIES EXISTING NOTE: SEE SHEET C10 FOR FUTURE LINE CONFIGURATION. 2" COMPACTED DEPTH HMA (CL 1 /2") OVER 4" COMPACTED DEPTH HMA (CL 3/ 4" OR 1 ") . I CEMENT CONCRETE VERTICAL CURB AND GUTTER KING COUNTY 3-002 & 3-004 FOR DETAIL SEE SHEET CB I :; .. .---. I } I I. 1' i 9" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED TO 95% MAX DENSITY (STD. PROCTOR) 116TH AVE. SE. SECTION A N.T.S. -~o I I ---7 I I I ;~-11' ~··· I I ./1-. I ' !· ' I ) I • ·1 ! i-~--: J I • __ ,._, __ SAWCUT AND REPLACE EX. I DRIVEWAY PER 2007 KCRS. CONCRETE TRANSITION RAMP, SEE KCRS DETAIL 3-014 12' DRIVEWAY CUT PER FIG 3-004 2007 KCRS. VAULT MAINTENANCE ACCESS PAD 20'x12'x12" DEPTH COMPACTED 3/4" MINUS W/ BOLLARDS, SEE DETAIL SHEET CB PROPOSED NEW STREET ii/ I /fJ I () / -I I I I J I ( 1 --------i I I l I I I I I SPOT ELVATION DETAIL I L ------.. /~/ . _...._,, --~-' ',. / /'-...._ ~ I 'io:------I Eisel --.. ---1 -r I I I I _, .• ·· . ROCKERY END / / ··.,. ,TOP: 504.0± BOTTOM: :';02.7± HEIGHT' 1.3,: Ii mACT "A" ANDSCAPE TR 10•\ BS ;--r I I I I I I I I I ' ----1-- I {,', I I I I I I I I \I I _, ID 1REE, SEE LANDSCAPE AND RECREATION SPACE PLANS I . I :fl . ,. ·_, I ID I ;,, I I LOT 4 _, I '----~o~~--,_,~ ________ __Jfu__L__L_ ___ __,,.,,,,O'-'--"----'O.~..,_--'-""'-----__J ID VJ rn LOT . ...; ~8 <( '.¥ 497.29 n: i!: 0 z· --I "' ::; --. .... .... !I o ·, o I I . • [ ! ' ' (SET NEW MONUMENT, TYPICAL 2 PLACES) 10+00 SE 183RD CT.= 22+68.06 116TH AVE. SE EL 497.1± TRANSITION FROM ROLLED CURB CUL-DE-SAC TO ,---::~ I VERTICAL CURB ALONG 116TH AVE SE AT WHEELCHAIR RAMP · 1/ . , .. \i1~-·\, ' .. • i It. 498.07 1 ':;/ i \ ,,, I .. ) Bs .lJa.12 I ··~.I , ~sAwcuT AND REPLACE Ex. I I I ',I I I : 'I I I I I • I , . I I. I I I. I I I I I I. I, : I I I I · 1 1 ,J--:. , I DRIVEWAY W/ 10' RESIDENTIAL 1] •• :/i' :· , DRIVEWAY APPROACH. >L' \V PER FIG 3-004 2007 KCRS. , -i/498'.49 • I i, 1 j i i . ' . I I \I I I ., ·1 STATJJ.ltl (116TH) 22+20.45 &~91'35'57" R=35.00' L=55.95' (SE 183RD CT.)10+58.31 ;ilMLON (116TH) 23+12.49 11=88'24'03" R=35.00' L=54.00' (SE 183RD CT.)10+55.74 STATION (SE. 183RD CT.)11+32.16 l\=65'35'15" R=.35.00' L=40.07' (SE. 183RD CT.)11+71.35 STATION (SE. 183RD CT.)11+53.89 lF36'20'15" R=.35.00' L-21.88' (SE. 183RD CT.)11+ 71..25 Cl/RB REJURN & OFFSET TO BOC 22.0' LT. 11.0' LT. 1 /411 1/26 3/411 CURB RETURN & OFFSET TO BOC 22.0' LT. 11.0' RT. 1/411 1/211 3/411 Q.\.!RB RETURN ffi !)FFSET TO BOC 10.0' RT. 27.38' RT. 1/46 1/211 3/46 CURB BEJl/BN & OFFSET TO BOC 10.65' RT. 21.61' RT. 1/411 1/211 3/411 EL. @ BOC 497.34 497.35 497.35 497.36 497.37 ll.._jD__!lQC 496.01 496.33 496.65 496.96 497.28 EL. @ BOC 502.76 503.42 504.20 504.21 504.69 EL. @ BOC 504.65 504.73 504.84 504. 73 504.69 NOTE: KING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. ~----------~-----··--. KING COUNTY D.D.E.S. Review Engineer Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed D0te APPROVAL Dote "' a_ < z 0 iii i:; 0:: -:----,· . I -------------r I I I I I I ~ N "' ;;, '° "" "" "" ~ ~ (/) (/) (/) f-f-f-z z z z z w w w w "' ::, ::, ::, "' ::; "' "' ::; ::, ::, 0 0 0 0 0 u u u u 0 (f> (/) (/) (/) (/) w w uJ w "' a 0 0 0 0 D 0 0 0 a () 0 0 0 u " "' "' "' "' I I OJ " OJ "' 0 !::. "' ~ 0 '-., 0 '-., "' '° ,, "' "' 0( 0( N N '-,, l .. ~ --~ --'-., 0 c• OJ -c• .... -~----· -··-- \fl, V) f-z w "' ::, 0 0 V) w 0 0 0 " "' ~ "' <::_ N . ·····-··- (0 0 0 0 U) (0 ~ I-z <( <( w (0 _J _J en (L a.. If) ' • 0 I ~ ro (!) I-z <( (J) Ct'. -C) ~ 0 <( rE I 0::: (!) (0 ft U) ..... z ~ ,--f2 ..-I C) ..... z I") w _J <( 00 0:: <( 0 ..- ~ O:i'. I ' ! DRAFTER: PG/CDM DESIGNER! PG i I") 'q" 0 0::: U) " 0 ....I PRO,I. E~IGR./SURV.: CLG DATE: 2-17-09 PROJEcrl NO.: 05294 SHEET C5 OF 11 0 w > 0: w U) w 0: U) f- I "' cc .a _, "' 0 z 2 .., , .. "' 0 0 L,.J " "' 0 0 N 9 a. FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE FILL VOLUMES HAVE INCLUDED A 10% TO COMPACTION FACTOR". II..;~~~~;,;:,;.,,'.:;;;.;.;.:;;.;...:..;.;;;;..;.;;.;.;..;. ______________________ ..._ __________ """'. ___________________________________________________________ .... ________________________________________________ -.... --.·-·"'·~·-, ' ·'=--· --------,,,-~-- t;(; · '.{·;:(;,(/t; m 0 0 N "· "· " N ;1 0 .; rn N ,n 0 V1 n I ~ 0 / a C 0 Q_ m C ·c V V C rn C '" / " 0 o_ / "' / • J. ., o, N if) 0 / Q_ SE 1 / 4, NE 11/ 4, SEC 32, TWN 23N, RGE 5E, W.M. I I <] I j "".,,;c)9, J j REMOVABLE BOLLARD PLAN RECYCLED l'LASTIC OR IIMBER () · · 1 /8" MIN. fHICKflESS GALVANIZED STEEL OR ALUMINUM. INTERIOR SIDE DIMEINONS 1/4" GREATER THAN POSI OIMENSION'.1 8" X 8" X 4'-0" 1 /2" GALVANIZED EYE 801.T W/WASHER 1-\ND NUT. RECESS NUI AND PElN BOLT w , THREADS. I N 1 GAi VANIZE.D CIIAIN J / , 500# MIN IEST A,~CHORE.D IN CONCRETE -. I 4" = i JI ~1 ; ' "' . I I 10 a r- RECYCLED PLAS IIC OR TIMBfR 0 B" X 8" X 5'-6" ., ' N I GRAPHIC SCALE 10 20 I I INCH = 20 FT. DRAIN PIP[ 3"0 MIN. Ni ANCHOR WITH FIXED BOLIJ\RD --- 6" X 3/8" DIAM. STEEL ROD 24" REMOVABLE BOLLARD SECTION A-A NOTES; (D RECYCi. ED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, lltNSE CONSTRUCTION GRADE, AND SHALL GE PRESSURE TREATED WITII A WATERBORNE PRFSfRVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH TIIE REQUll,EMEIHS OF SEC. 9-09 3 (1) OF THE WSDOT/APWA STANDARD SPECIFICATIONS TOP 5 IN. OF flMBER S!-IAI.L m: PAINTED WI-IITE.. 2. STEIL TUGE SHAU. cmTFURM TO ASTM A53 GRADE A. 3. 1•1LJTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A:307. 4. ALL STEEL PARTS SH1\LL BE GALVANIZED. 5. CONCRC!E SHALL BE CLASS 4000. 6. SEE SEC. 5.08. (j) MIN. 50 IN. SPACING ON TRs\lLS LESS Tl IAN 1 0 cl. WIDE. 60 IN. SPACING ON IRAILS 10 F1. OR WILJcR. FINISH GRADE EL = 500.00 EL = 496.60 DETENTION/WATER QUALITY VAULT, SEE SHEET CS EL = 487.60 ' "' I '" ' 0 I, n 40 I ., r ·• /1,r \ 1-·- I I ffi TRACT 'B' 1 O' PEDESTRIAN TRACT 927 S.F. I ,a -OT 7 40LF ± I in L 6" CPEP b I-3,297 S.F. S=2.15% -I . ,: [ SDMH 2 TYPE 2 4$"¢ · ., / · ' W/ SOILD LOC.KING~LID .. [i/J,· ! I ,uw MARKED D AIN STA. 12+27.77, 2.09' RT I_ _ _ _ _ _ ~· _§SBL ___ ~~-iit~g ,)5• BSBL' STA; 12+41.8, -32'LT 4LF ± 6" SD S=22.50% IE 6" = 495.50 ' ·' ,~' '\ ;,--, :.:.I V '.., ' ,:,,1, fJl •· i ·,1· I '° '· I in I ' I , , ,. -: I ·,) L>:c ~ I '° . i fil I in I I I I 5' BSBL LOT 5 4,715 S.F. STA:12+29.61, -86.71'LT 46LF ± 6" SD S=2.11% IE 6" = 496,00 ' ". '··· ---------------· --- ROCKERY, LOCATED 6" MIN FROM PROPERTY BOUNDARY 4.83' 6" -, I ' I _,., ffi ' '° I ,n I'. I I I ---,.. ---------------------------·--- -------·----·--· -----------····-~ SECTION A N.T.S. / r I I I I -" I Bl a, I . "' I I I I / / /f ,: >"J I I I I I I I I I I I I I L . . ' . STA:11t8Q.8, 50 .. 35LT IE' 6" · '= · .496.00 LOT 4 3,688 S.F. I _J __BSBL : '!/,\,' ' . EL = 502.00 EL = 500.00 PROPERTY BOUNDARY ' L. ;; ' .., I ~I io I I I I I I I . ' I ;i , . I , . 5'x10' ACCESS GRATE RIM -503.66 \,<,, \ 24"¢ ACCESS MH • c; · SOLID LOCKING COVER RIM = 505.22 ·- if [illwJTI • TRACT":'ir'A" .· :; ANDSCAPE TRACT. . ( TH DRAINAGE EASEMENT ~ D.ICATED TO KING COUNTY) · · 5,375 S.F. 'I I I ', t., STA: 10+95. • 2D'LT IE 6" = 496.00 ) "",.: ' STA: 11+46, 20'LT IE 6". = 495.00 ,,. ' I II 47LF ± 6;.C:PEP,·., S=3.89% , I I • I ·. ; • ' I -" I Bl 1m in I I LOT 3 3,869 S.F. >,I ffi I /fl I in I I I I ,., -" (0 I /fl I in I LOT 2 4,277 S.F. ' 5' BSBL L--·-T------' 5' BSBL pipe O.D. 1 1' -0 Pn ~;i·n ...-end cap or p!ug ' . ' :=Iv -_ v f.11 .,.... dean out wye from pipe 29 LF 12" D.I. @ 0.5% .• 24';¢ ACCESS MH j SOLID LOCKING COVER RIM = 502.20 24"¢ ACCESS MH SOLID LOCKING COVER RIM = 502.82 e.i · ,[\!\/ I:,,\ I . D TENTION/WATER QUALITY VAULT · 166' x:Js·xiii:5'··· I I ! I IE IN 491.60 IE OUT 493.60 LIVE STORAGE 14,812CF SEE DETAIL SHEET CS CB 3 TYPE 1 10+.67.88, 10.00' RT RIM 497.74 LOT 1 4,134 S.F. I I 151 flow lo second dispmr,1J! trench if neceimory ' {/) '° I . ' " llJ i ~)0' I /-'\_}, 25' FLOW PATH 'f. •• '--~....t I I - 4 or 6 perforoled pipe lald flat/I eva! t notched grnde board -..... 2 x 2 notches 18 0.C. A o t_ a "' __ c!aon out wye from pipe _____ P L.A.N --··-·· gaivonlzed bo!tm filter fobrlc 1-lTS 1'-ol --~ min t,15% mox for flow control/wt!lor quality hoalment in rural ornos. SECTION A-A --·-·----NTS 7 <l- ---,--· ~ ~ flow lo otlrnr brondilng CB's <.1$ tli':Cfi590f)' 2 grode bDard notches flOTE:S: l)Pe I 1:8 •' w/solid cover -<r-A 2 1. Thiu tnmd1 sfioll bs conulrn<:tcd so <lS to pnivent poi11t dfaichorge cnd/ur erosion. 2. Trenches may be pkmed no closer than 50 foel to unu cnother. (HID feet along flowline) 3. Trench oml grcde boon! mllst be level. A!lgri io follow contours of s!te. 4. Support post spacing as required by sott con<lit!ons to ei-1surn gro<le bourd rerna!ns !eve!. .: l ! I ~ .. I J '' : I I I •, '-' ; ' .... .... I I g l +· " I I I I <I I ' 'i • ' : ' ,J ' ! GENER.A,L NOTES I ' \·' i ' I .. r ' .• 1 cl\ '· ;d ' ; /!' ' l+, • ,- • -· • ' ('i -, - OUTFALL 12" SD STA. 24+10.95 23.53' LT. IE 492.19± (MATCH EXISTING DITCH IE) 10'x5'x2' DEEP 2"-6" QUARRY SPALLS CB 1, TYPE 1 W/ SOILD LOCKING LID MARKED DRAIN STA. 24+17.15, 22.88' LT RIM 494.21 IE 492.34 REMOVE EXISTING DRIVEWAY CUL VERT. RESTORE/REVEGETA TE EXISTING DITCH AND REPLACE EXISTING DRIVEWAY PER 07 KCRS CONTROL STRUClURE INSIDE VAULT, SEE SHEET CS RIM = 501.60 STREET LIGHT 68 LF 12" D.I. @ 1.59% 36 LF 12" CPEP @ 0.5% CB 2, TYPE 1 W/ SOILD LOCKING LID MARKED DRAIN STA. 23+22.25 10.94' LT. RIM 496.26 IE 493.43 VAULT MAINTENANCE ACCESS PAD 20'x20'x12" DEPlH COMPACTED 3/4" MINUS W/ BOLLARDS, SEE DETAIL SHEET C6 REMOVABLE BOLLARDS, TYP 4 PLACES, SEE KCRS DETAIL lHIS SHEET 24"¢ ACCESS MH SOLID LOCKING COVER RIM = 501.60 STREET LIGHT 37 LF 12" CPEP @ 0.5% CB 5 TYPE 1 STA. 22+46.21 31.97' LT. RIM 496.91 IE 494.83 (WILL ACT AS OVERFLOW IF CONTROL STRUClURE FAILS) POTENTIAL CONNECTION FROM DISPERSION TRENCH TO SD SYSTEM 1. ALL GRATES TO BE VANED GRATES PER KCRS 1993. NOTE; KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Sen[or Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Date APPROVAL Dote E 0 V E i " 1 ! ~ ~~···· I I I I I z 1il ;,jj;, Gi f'l a:: Zl w "' "' 0 0 V1 w g 0 "' ~. "' 0 " n N " •1 j s-' <( 0: :::, :,r· u ..,~ cu~ 1f, ,-.... Q,>N 0~ po VJ 00 /Yl -°'OO 0~ 76 <i: 0 2 :?: "f :?: ....... (flw .<:m > Z ~00 "~ ll'l er-0 t1l LO LO ~ Q! ~-- ·---------· N ~ ..,. ,o "' "" "" "" /!.' /!.' /!.' /!.' /!.' z z z z z w w w w w "' "' "' "' "' "' "' "' "' "' 0 0 0 0 0 0 CJ 0 0 0 V1 V) U) {/) {/) w w w w w 0 0 0 0 0 0 0 C, 0 0 0 () 0 u u "' "' "' "' "' ~ -~- OJ "' "' "' ~ 0 0, 0 0 -.... 0 --... ,, "' "' " "' "' N ~ "' ' N ', ' " 0 ::: "' "' N ----·" --- co 0 0 0 U) (0 0 ·~ I-z <t: <( w ....J _J U) a.. Cl. • w ~ I-(!) a:: <( <( 0 z ~ <( I 0::: (D (/) Cl ...... ..- ::i: .... :r: 0::: .- ....J ~ I") <( 00 U) .... ~. I I 00 I{) 0 OCl m ~ • z f2 z w a:: ti) """ 0 0::: U) I' 0 _J 0 "J > cc w V1 w C)' VJ >-- I Cl ii' ··' -" <: ,i "' °' :0 •·-<: C, 0 Lu C, "' 0 0 N Q - t-------------- DRAFrER; PG/COM ! DESIQNER: PG PROJ) ENGR./SURV.; CLG DATE: 2-17-09 PROJECT NO.: 05294 ' SHE~T C 6 OF 1'1 w 0 n 0 l.!i m C ' V V C m C w / ~ 0 a / n / m • n / " 0, N ITT 0 / " L 520 I 500 520·-· 500 500 .• 480 SE 1 / 4, NE 1 / 4, SEC 32, TWN 231\J, RGE 5E, W.M. 20+00 ' -----1 -- 1 i . LOW POINT ELEV = 496.44 LOW P10INT STA = 10+27.48 PVI STA = 10+30101 PVI ELEV = 496.32 A.D. = 5.36 I K = 3.73 .. II. I 20.000' .VC R,. W I '·· ; DEDIGATION I N s s o•"' "' '° "i I I': ci "' ci <O N .,. ~'1~ <O <O ±. C, ·····6 ·~·· ;!. I ;i" 0 " °'I . I DATUM ELE'Vi · 1ao:oo I 011N ,JO, lD' ' ~!~ l - vi w u \.< > [Il (0 I '"I"' . "' " . O),~ "<Tj,q- ; I l -- VJ "';;' ,. .,i:.. O"··· '° + !" "' {A 0 N· 0 0 EX. R/W 10+00 STA: 10+32.57 OFFSET: 20.95 VAULT CONTROL S~RUCTURE TA. 0+07.50 SEE SHEET C9 i L • ..J <ii w ~lw u VJi u > > uJ w _ _J _..;.. -- I 3.36% I I 30' I r:, <O en " I !> "I w '"' <n <O ro • m_!g "T :"<t" 10+40 N c1 0 N " ,.: ,0 + C, 0 * GJ <ii §l \.< al a, I ;_____,.,' LANDING ·1· l ~1~ ())' . oi:f"- --t-1~ I _J '° cxi m ", I I L-'" 20+80 pv1 STA jea JQ+~?Q,? PVI ELEY = 498.06 A.D. = 6.78 K f 7.38 so.qoo· vc CB 5 TYl1'E 1 10+57,B8; 10;08'· RT-- 'RIM497.IJ4 ---- 11E 494,7,\ I I CB 4 TY\'E 1 STA. 10+167.91, 10.D' LT I .i39 IE-494.6~~- i ' \ lc•, XISTING GRADEi \ '@ q:_ OF ROAD I ~ _J_ I --------: @ ti. [OF RO.AD --1 ---- / EXISTING GRADE L'.'__ l:::_ ' LO; ., OJI "'' "' 21+20 "' 0 oi 0 0 N ,.: <O + s ci -0 "' + 0 ~ "' <ii w -u \.< <ii w > u [Il [Il "' > > w w . I I ! I I I '· 1·· ' I I I "'• lf'.I OC): WI ml ~i +, 21+60 i ' PVI STA = 11+5p P)/1 ELEV = 504. 95 I A.D. = -9.13 ! ~--., K :=:=. Q,5.7... : 6D.ODO' VC _ .. STA; \ . .11±66.45,. '~.10 .LT . .,., PRO!?OSED GRADE. @ ti. OF ROAD SEWER CHOSSING i ,. I I I Q_ ~ "' < 0 ··<·1 · ~ ,- PROPOSED G~ADE @ WESTERN ROAD I( . 116TH I ---··--·-···- ' i I n: co: ~, 0 ~, ro N + co 0 "' VJ w u \.< > w w I AV8.. SE. • I Oi co: 01: <J 22+00 11' ' > < ~ 0 w 5 > n.. [L CB 6 TYPE 1 STA. 22+46.2UJ.:,zl T I "'' •' "' "' -stj I I ! Ri'~ 44,lti~ I L.0: ·I I'-' 0,1 " ' 22+40 II: > <' "I 1-i w v,, 5 5 Q_ o...j1 II 0 > ".J j'; w (/) 5 > 11. [L I 01 ,cl en: "I I i i -.LOD1~-la--1iBOf)c---~7S7%i ' ' 1! 11 ... ' l ·1 '-STA: 111+84.97, 3.20'1 LT I l WATER CROSSING I I •,9 1 l . , LF 12" CPEP'@ 0.5% I t====-=-=--=-==-::...=-=--=-==·====::=::J 0 tl5 LF 12" CPEPi@ 0.5% 0 N ,, ,.: C, " !> w ..J w i I --: ~ tt)!N ··°' 0 {() l!)·O'J 1~ N' o°' LO~ 10+80 --·,-.- ......... . ! ; I mMH 3 TYPE 12 48"o l ~. 11+61.21111.26' LT 1. RIM 504. 73 I ; IE 494.17 , I I ' SE. 183RD CT. I / ' I l"-1,-ll::'.:2 ro'.t.n Li"Ji~ t<:i:~ ··" " . gs!-.i ~lin ~\~ on L0g 1n:O F[)I~ I ,,o ' I I . I ' •• ,.L.- 11+20 11+60 10 0 ....... 5 0 ' ~ ""-! 500 OUTFALL 12" SD i 01'.tD .1st \[): . O'I() 10'.~ 12+00 GRAPHIC SCALE 10 20 . I INCH -20 FT. HORIZONTAL 5 10 ' I INCH = 10 FT. VERTICAL MH 2 [YPE 2 48"¢ 1 1: I / SOILD LOCKING LID , ARKED DRAIN , I A. 12±27. 77, 2.09 RT, RIM 505::20 ' lc.493.Bj(._ 12+40 40 j 20 I n "i 0 "' I 36 LF 12" DI @ 0.5% 68 LF 12" D.L @ 1.59% STA. 1+33,37 0.0' LT. l-''29-:::::Lfl:'-12'::'j' i:D.l:~:@::. :'.. ~5%).. _j__ IE 492.19± (MATCH ' °'I C· m "'' I O+OD ci:I WI m '<I! I I CB. 1, TYPE 1 W/ SOILD LOCKING LID MARKED DRAIN I ST,'.. 0+35.82, o.o.· LT RIM 494.21 IE 1492.34 I-EXISTING DITCH IE) 10'x5'x2' DEEP 2" -6" CB 2, TYPE. 1 W/ SOILD LbCKING LID MARKED DRAIN STA. 1 +04.21 0.00' LT. RIM 496.26, IE 493.43 i i OU ARR T SP ALLS 480 SD PROFILE ~AULT Tp DITCH OUTFALL i 0+40 I I ml 1Il! m "'' I 0+80 f',l '<J:: m "<t[ L 1+20 I -+- 22+80 520 ·500 I .., t o I z w ~ ro . '" " ' L ~o ,....::+! +I' '+~ MAINTAIN 1FTiMINIMUM ,. 520 500 -~ ~ ~~ . I COVER OVER pUTFALL, PIPE ~-~ d ~d L -IT' EXISTING GRA~E @ q:_ OF ROA 1 D 1...;;;=i:-1 ~=-a.t 7 4 LF 12" D-__ J -l ' . i O ~==~===5~:==·l.=@=0.39"='%======:1 -··-·1 ro '° "' "I I i· lsDMH 1 TYPEi 2 48"¢ . '!/.L SOILD LOtKING LID ' MARl<ED DRAIN STA. 23+22.~3 27.71' LT. RIM 497.45 I IE 493.52 ! 23+20 ! ! ,,I <DI o,' "I I ' I 23+60 I r '°I ,ri! ~i I i. .. 1() ' "' ~ 24+00 ---"· -l0!1GUE END ON INLEI mo GROOVE END ON OUTLEr END ENDS TO Fir All,IACENT Pll'C: SECTIONS 1-· I ~I~ END SECflON··----~ r:=.=====l'S====:~-3 _)~-.__--~:~-(~; .) ':.===:::. ===:=12::=:=====.:=.-=: ..... .::: -------:13i . _____ J PAYMENT & PLANNED CULVERT LENG"IH --··----··--- CONCRETE PIPE KING COUN1Y PUBLIC WORKS KING COUNTY, WASHINGTON BEVELED 73 I I I I l .J 24+40 .------~-END SECTION -------- 1' MIN. ~lETAL 4· MIN. PL.1.sliCI r----._/'-.~'---?'~./''-._/' ,..-._,----..__,-..__,..-x~...___ 3 "-, ~1 ............_ (lYP) ~].~ '<..-,:'-...-"--._,--._,--..._--~~~-........ ~~~--~J _ ::. PAYM[NT & PLANNED cul.VERT LENGT_H._ __ • -~---J METAL. & PLASTIC PIPE NOTE: SIDE SLOPE SHALL ElE WAf~PED TO MATCH THE REVEi ED PIPE END. WI IEN CULVERT IS ON SKEW, BEVELED END SHALL BE ROTATED TO CONFORM TO SLOPE. IF SLOPE DIFFERS FROM 3:1, PIPE SHALL BE BEVELED JO MATCH SLOPE. ENO f~IPE SECTION GENERAL NOTES 1. ALL GRATES SHALL BE VANED GRATES PER KCRS 1993. DWG. NO. 2 -001 NOTE, KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Engineer Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Dolt, Completed Oats APPROVAL Dote E ~ 0 i -E~ ; 11 • "' i :,~ +,,I;'. RS'-V, 0~ o~ >" Cl); "'~ v; -- I I 'ii, N !;l, ,. "" "' V) V) i" V) f-f-I-z z z z w w w w "' "' "' "' "' "' "' "' 0 0 0 0 u u () u V) (/) (/) (/) w w w CJ 0 0 0 0 0 0 0 0 u '.;)1 u u ,, "" " --···---- ro <O "' 0 ro 0 0 ' 0 " ' OJ '-en 01 .;::'_ N "' N '-'•, 0 ,o 00 C, ~ ~---.. _ ---- a:; ..... OJ N ~o i~ co (V') =~~ rtl <( 00 2~j ~ .,., .<: m z "'co ::, If) o-~ 0 rtl Ltl "' ~:;:; ~-- ---··~ "' ID "" "" i" i" z z w w "' "' "' "' 0 0 u u (/) <n "' w a 0 0 0 0 u " "' (X) 0 C, "· 0 "' '-N "' '-"' ~ ~ N ---~ --- <O 0 0 0 (/) <O 0 ~ ~ <( I-w Cl Cl z <( (/) I-w _J <( G: Lu _J 0 (/) OJ Cl. lk I{) (l. • 0 ~ OCl I-w m ex: 0 <( <( <( 0 z r!: 3(: :c <( ID • U) a::: .-z 0 ··-0 ..-1-- :c ~ .,..., z _J a::: I") w <( ~ 00 u::: ..- :::E (/) ~ <( Cl <( 0 Cl::'. I DRAFTER: PG/CDM DESIGNE~1 PG PROJ. ENGR./SURV.: 2-17-09 DATE: ti) '<I' 0 0::: (/) " :3 CLG PROJECT NO.: 05294 SMEET C7 OF 11 C, ~ cs u, w °' u, f- I Cl ix _; _; < Li z <n 0 0 N i i I "' D 0 ~ ,, z:._ N ~ 0 .... "' N "' 0 z 0 1/l 0 QC n I 00 0 / 0 C 0 0. "' C ·c m C .s o· C ~ .. 0 3' ~ o, ' ,'.), <t o, N "' 0 / cc r.====~==~-~=--==~~======-~=-=-=================================-=-~=-==c='==·---~-=======================-====================,=======~=='-=,=~~==-~~=~====,i 1 '-o• SIOEWAI.K J t.llN. 'I" C~ENT CONCRETE C~ENI CONCRETE CURB & GUTIEll. --~ I j SEE owr.. NO. J-002 G.oS UtlES 0/i SDLJlH & WEST SIDE ,_6 . _ OF STREEL SEE SEC. 8.0V. _ CLASS B ASPfillLT CONCRe:TE SAN. SEWER ON SOUTH & WEST SIDE OF" STREET. SEE SEC. 6.02C CRUSHED SURFACING TOP COORSE CRIJS~IUI SURf!-aNG BASE COURSE.1 NOTES: mornoW.L lRE,l.lMENT MAY EE REQUIRED DEPENDING otl SOIL CONDITIONS. SEE SEC. 4,02 ,Ii: 4.0J PAVEMENT WIDTH 4 5'-0" 1. THIS DRAWlNG ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. ACIUAL SURFACING DESIGN FOR ARTERIALS A~D COMMERCIAL ACCESS STREETS SHALL BE BASED ON SOILS AND TRAFFIC ANALYSIS PER SEC. 4.03. DESIGN FOR RESIDENTIAL ACCESS SHALL BE IN ACCORDANCE WlTH SECS. 4.01 AND 4.02. 2. GRADES: MINIMUM 0.5% MAXIMUM SEE SECS. 2.D2, 2.03, 2.04, AND 2.11. 5'-6" TO a·-s·1 3. SIDEWALKS SHALL BE 8 FT. WlDE IN BUSINESS DISTRICTS ANO 6.5 FT. WIDE ON ARTERIALS IF NEXT TO IRAFFIC I_ANE, 5 FT. WIDE IF NEXT TO PARKING OR BIKE LANE, OR BEHIND PLANTING STRIP SEE SECTION 3.026. 4. FOR W1DTIIS OF PAVEMENT, SHOULDER, ANO RIGHT-OF-WAY, SEE SECS. 2.02, 2.03, AND 2.04. 5. FOR CLEARANCE OF UTILITY POLES SEE SEC. 8.02G AND DWG. NO. 5-001. 6. SEE CHAPTER 7 FOR CATCH BASIN AND STORM SEWER LOCATIONS. 7. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. KING COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON RESIDOflW_ 10'-0" MIN. 20'-o" MA'(. VERTICAL CURB TYPE ROADWAY ~ I . co~~lb!i~~· Pl.ANTlHG STRIP, IF ANY. J!S'-0" W,X, RIGHT-Of-WAY LINE': NOTES: DWG. 1-002 NO. \__ MATCH E)USTJN'J DRIVEWAY GRADE 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WlDER THAN 35' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVlTY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOlflT LOCATED MID-WIDTH. SEE SEC. 3.04. CEMENT COHCRElE OIWEWAY 6" lHICK SECTION A A KING COUNTY PUBLIC WORKS KING. COUNTY, WASHINGTON CURB & 2. SEE SEC. 3.01. 3. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. GUTTER SECTION DRIVEWAY OWG. 3-004 NO. 1 fl llAR HOOP -- fJ llAR EACH CORNER flWdE AND GR'\IT SEE SEC. 7.05 ANO APPUCABLE DWGS. 12· msrn SECTION PRECAST MS€: SECTI~ (MEASUREMENT AT lttE 1DP OF Tl-IE EME) NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH AST C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON Pl ANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASHA AL97 (AASHTO M 221). WIRE FABRIC SI IALL NOT BE PLACcD IN KNOCKOUTS. 3. ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. 4. Pl<I.CAST BASES SHAI_L BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS ff 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED l(NOCl<OUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALi .. IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "o" SHAPE. 7. TIii: MAX. DEPTH FIWM THE FINISHED GRADE TO THE Pll'E INVERT IS 5'-0". 8. Tiff TAPER ON THE SIDES OF THE PRECAST BASE SECTION ANO RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OI< CAST INTO RISER. 11. FOR CATCH BAS"IS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. Bl-b. 12. EIJ(;E OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. KING COUNTY PUBLIC WORKS KING COUNTY, WASrllNGfON CATCH BASIN TYPE 1 DWG. 2-003 NO. SIDEWALK- (SEE SEC. FIG .3-il\2) -CUR8, OR ;3/8" EXPANSION CURB AND GIJI JER c~~~ = -=r..,.;::::::J ,, CROSSWA1K J\'.)INT (NP.) --~ ~-~~-~--~C~U~RB~~=M~P~!A~-~®~·_:_ ___ _ D(IECT/\BLE WARNING PAD[RN AREA SHALL l:IE YELLOW, IN Ct:MPLl(l~!CE WITH STD. :'jPE,;:. 8-14.;3(3) ·CE!.!EMT CONC, . SIDEWALK RAMP TYPE 1A ~LIi' -r:ihi-,,~,-~ ELEVATION ~-~· PtAN LAYOUT ·1 DETECTABLE WARNING PATTERN DETAIL NOTES 1-PLACEfJENT OF GRATINGS, ACCESS covrns AND DlHl:Jl APPURTENAfJtES SIIALI. [JOT !.lt I.OCAl[I) Oil CURB RAMPS._ lANO!NG~' AN() ~UTTERS ~I rlllN .Tift PEDESTR!M< ACC[:,s ROI.JT~. ® HAMPS SHALL i:iE'TEx1t.iRfo"uS1NG muNcATEo oc'JtjE ·PA.HERN (SEE DETAIL THJS PAGE). u1c1t9rABLE WARN1rm PAITTRt,j Sl!'\Ll. BE YELLOW IN COMPUANCE WITH WSDOT Sli\Nt>AIW SPEC!r!CAT_l[)N 8:-14.3(3) 3, ~MP CENTER LINE SI IALL El( -PERPENDICULAR TO OR RAIJl/11. TO r.URB RETURNS UNLEVi OTHERWISE APPROVED BY TH[ COUNTY ROAD ENGINEER. 4; RAMPS SHALL BE C00NSTRUC 0 T~~ Fir curmc:sP01io1NG SIDEWALK LOCATIONS ON Ol'POSITE SIDE OF, STREETS \\'HEH RAMPS Al1E CONSTRUCTED ON ONE SIDE or SlREET. SEE FIG: J ·'01D, . . @ i.A.NDIH(J SI.IAIJ 8E MINIMUM 4 j_ ~·; @ CLJRB FlilMP 1A MUSI BE INSTALL[D UNLESS omER'I/ISE APPROVED. 7. ;'3,c:i;:y1Gu~E ~-Ol)J_FQli, !;,UR~ ~.Ni? !,lDEWALK JOINT PLACE!,!E(lf W OepottlO\e"t"fTrnnspnrtn!lo~ • Road S•rvl= DMalon ' 2007 o,,,l~n ond king CQunlv Const,~cUon st~ndards CURB RAMP IA FIG. 3-011 ]s21 CROSSW,\L.~ .-.,\RKINGS OR CROSSWALK LOCATION ,· -~·-- ,, cr,oSSWALK M~.RKINGS ,,.. OR CROSSWALK LQCATION-/ ·.--·- CURB RAMP lA@ ________ ,,.,, __ _ _ NOTE:i. G) Rl\11,PS SHALL RE CoNrnASTING l:oLuR OF UGH! TO DARIS OR DARI\ TO LIGHT Mm COLORING MUST Bl Ar..J iWEGRAIED FART OF THE RAMP. @ lAMlJ!'IG SHALL 8E UVEL AND A, MINIMUM 4' ){ ~·; ti1 D<rt1'1,rento(1ia,,,p"'''""" • n~aci £e"'I"' Ol•1i,lor1 1U(17 Oe,lgn ,r,J Kin~ t,un(y (0<1slru<tlan ~lond01J, CURB RAMPS Wll HIN RADIUS I ,,. l.f.r 2 1/2" :i• 2 1/2 ·-· .. ·~ ... -=-:1. VARIES EXTRUDED ASPHALT OR CEMENT CONCRETE CURB 3 •5 • • >I<• TO CONFORM TO CROWN SLOPE OR 0.02 FT./fl. .MQ!.lliTABI E CEMENT CONCRETE CURB 'NOTE: TOP OF UP i,T DR!\1£WAYS. CEYEHT CONCRETE SIOEW,IJJ( QEMENT CONCRETE ROIi FD CURB Q:MENT CONCRETE CURB & GUTTER NOTES: FIG. 3~013 J"23 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVA TION. 3. SEE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. l<JNG COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON GEMENT CONCREIE SIDEWALK ANO RAMP- __.:_ MATC!I EXISTING i.n PROPOSED SURFACE --ASPHAI.T CONCREE SH0Ui-OE:R ~~~~~~--SECTION A~-~A~------ NOTES 1. SEE SEC. J.02 FOR SIDEWAI I< WIDTIIS ~; ~EE s~cs. 2.02 AND 2.03 ro~ PAVEMHff AND .SHOULDER WIDTHS .. CURB 3, SHOULDER SHALL BE SURfACtD AS REOlJIRfD BY SECS. 3.07 /\NO 4.01. PAVW SHOULDER SLorE S!-IALl IJATClf CROWN SLOPE Ofl 0.02 FT./FT. 4: SEE: .fl.Cl. _3-•UOI FOR CUR.a (IND SIDEWALK JOliHS. @ Rl>MP SHALi. BE TfXTl!Ric:D US!NG TRUNCATED DOME l'AnERI~. (SIT flG. J O 11,) DETEC:Tf,BLE '#EARING P/1.lTE;RN ·SHALL J3E YELLOW !N COMPLJ.I.NCE WIJ!I \',~DOT ?TI\N[)ARD SPEt;lflCATIOHS 6.,C.14.J{3) 6. :n11s DETAIL APPUES TO nm LED AND VERTICAL CURB ROADWAYS . ti1 l)o~,r11n,nt of rrans. port,i!im, Road Sorvlc"" Dl•,l,loi, , J.007 lleslgn and l<lng Com,ly ConetoJctlon ~lar><fard, CEMENT CONCRETE SIDEWALK TIJANSITION TO ASPHALT SHOULDER DETAILS DWG. 3-002 NO. ·--'·~' >_llASJC Ul~t'~RS!ON Fl(JLIUE C.2..1,8 T\'P[CAL CRA \'l:l-~'/LL.lm !IISl'l:RSlON ·rnr,r,c11 ~01( UASJC n1sr~:us10N TRENCH X-SECTION NTS >700 sq ft ,cs Maximum 50-loot 1,encll wlnotch ~-~ boar(I (se·e Figure C.2.1.0, p. C-32) PLAN VIEW OF ROOF -NTS FIG. 3-014 . 3-24 '.'llllj Smtace WotCL 0,:1:ge, \form,I ,\p~,n~i, C ·-------··-.. ·-------~,,,~.,=2u{~,, ('.,.1 NOTE: KING COUNTY ODES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. IY. Q_ <( E -, i E~ ~ ::, ~ +-'~ iCU v,, Q; 10; :a,;: "~ ---.------ ' I I !ii, ~ t;/., ~ "' <O "" ""lh "" ~ ~ ~ Ul U) u, f->·-I-z z z z z z w w w L,J w w ,, " "' ::a ::, ::, :,e "' " " "' ::, 0 0 0 0 0 0 u (!) u 0 u 0 u, VJ U) Ul Ul Ul w w w w w w Q Cl 0 0 0 Cl 0 "' 0 0 0 0 0 0 0 u 0 u "' "' "' "-" " ----~-·-~,. "--·-- "' "' "' OJ D 0 '" OJ z z ', ' 0 0 '° "' ' ' Ol Ol N '~ "' N ' "' "· ' ' ' ' 0 -"' <O Ol --N --. (/) ..J ~ l.LJ en I ~ I-ch <( ~ w LQ _J 0 (/) 0.. z I() • 0 ! ~ w O'J I-(!) <( (J) er. <( <( 0 z ~ ~ <( I a:: (0 ~ U) Cl ..-z .-0 ~ .. -I- I a:: .,.... z _.J ~ t') l!J <( OC) 0::: (/) ..... ::?! Cl z <( 0 <( (D ct ID 0 0 0 (/) ID 0 < I") "<I" 0 a:: (/) " ! 0 ..J 0 ~ (< w ,n w °' 1/l ,.. er: Ci fr'. c5 z ~ ::, >·· <( 0 0 "' ,, "' 0 0 N ,() -·-------·-------! KING COUNTY D.D.E.S. --11-------1 DRAFTER: PG/CDM Review Engineer Completed D~fo DESIGNEf,: PG Senior Engineer Completed oar;· -PROJ. ENGR./SUl,V.: CLG DATE: 2-17--09 MOLLY A. JOHNSON, P.E. APPROVAL Dale: PROJECT NO.: 05294 DEVELOPMENT ENGINEER 11 l-----------------------------------------------------------------------------------------------------------·------·----------------------------------------------------------------------...::::;::;:;;:;:;;;;;:::;;:;;;;:;:;;;;;;:;;:;;;;::;;:;:;;;;;;;;::;::;;:;;::.:.::-:;;;,,,,4 >. "'""""'''"'· "0...-t{W,.....,-----,,·'!';, _ _.,,,,_ ..,.'M.,.s . ... ' f')r)f"",(';(\f'\{"' SHEET CB OF ', _} ! , .' \..' ', I I I e- "' Q_ " Q_ w n 501.50 SE 1 / 4-, NE 1 / 4, SEC 32, 1-WN 23N, RGE 5E, W.M. DETENTION: REQUIRED 14,525CF. PROPOSED 14,812CF. WfaJER QUALITY: NOTE: REQUIRED 4,047CF. PROPOSED 7,806CF. SEE STRUCTURAL VAULT PLANS FOR VAULT CONSTRUCTION DETAILS. 166 FLOW RESTRICTOR NOTES: L PIPE SIZES, INVERT ELEVATIONS, ORIFICE SIZES, OVERFLOW ELEVATIONS AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5. THE VERTICAL RISER STEM OF THE RESTICTOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MIN. DIAM. 6. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. SHEAR GRATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GRATE. C. FRAME IS CLEAR OF CURB. 7. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET l'IPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE 1.D. LESS 1/4". 8. MULTI--ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 9. SHEAR GRATE HANDLE SHALL BE ATTACHED TO LADDER/ STEP LOCATED WITHIN 24" ACCESS SECTION. 10. IF NOTCHED WIER IS USED IN LIEU OF ELBOW, BAFFLE SHALL NOT OBSTRUCT ACCESS TO THE STRUCTURE. . ~-------------------------------------------------~---------------------------------------------.------~ ·-·-- ':}··fl,) 'I\.~:;,;-:-; ·;c;,>·'C;, ;i·i1'.;1 "ti\:; ·1c;; 'T>'.::f" :-p,:,;·:;:~:-J·li.::i'Y;.:; ,,, I·;> -·';~;,-•·-),:/''«;J:}'\o'. ;<:,.·,;--:: '),~; - _, m . _ ... __ -1~--'-_II -,':t,1:,: I ->--LLc'--L-L-JI •." ! i I '.!;;1_; 1-w __J z 3: 0 __J LL 0.5% 24" ACCESS MANHOLE W/ 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER BOLT LOCKING RING AND COVER / RIM = 505.06 RIM = 505.22 B .....- B...._ 5'x10' GRATED r ACCESS PANEL, TYP --_· .... -· -. -·-. ------ ------ lf;\'1;1;"~-';-'rFFil,I " i!--1--1--++-++++-+---,I . ; . .... ++-1-11·· ... i! 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS, TYP PLAN VIEW SCALE: 1"=10' HORIZONTAL 24" ACCESS MANHOLE W/ BOLT LOCKING RING ANO COVER PER KCSWOM STANDARDS RIM = 504.20 5'x1 o' GRATED ACCESS PANEL RIM = 503.66 '_.·: 0.5% 0.5% .. ' 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS I RIM = 502.82 D .....- -' l~-11-1-1-1-----,~J FLOW OUTLET C ~ _,c++~ ++--'; ..A C • D It,.._ ' '-.._ 4'x35'x4' i DEEP SUMP 5'x1 O' GRATED ACCESS PANEL RIM = 501.60 35' 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS RIM = 5D4.98 1 PER KCSWDM STANDARDS PER KCSWDM STANDARDS 7 '----'-BL_-.J.1'------------------------~'--~-~~~---~'---LI-------------'-'-=-=-=-;;__:_=-=-=-~[_~;::__~;el-c5:.~e:===========il:br=--========i=-f'ePR0P0SED G_ll_~!-..... 501.50 --..... 498.60 -MAX. WATER SURF ACE ELEV. 496.10 491.60 FOOTING DRAIN l L-- 0.5' FREEBOARD BAFFLE WALL 12"¢ I.E. 493.60 - 0 - l - - - - - --- - - - ------~----- ----------L+-----+~ SOLID COVER MARKED "DRAIN" WITH BOLT LOCKING RING AND COVER RIM 501.69' PIP{ SUPPORTS (2 MIN): 3" X .09": ALUMINUM W/ 5/8" ' STAINLESS BOLTS a SEE NOTE 11 SHEAR GRATE -------- .----- .. ---- --SEE NOTE 10 AND 12 u,--, 4" ELBOW, ORIFICE=1.4"¢ ELEV.=495.25' ---12"¢ RISER 12" MIN. 12"¢ OUTLET PIPE I.E. 493.6' 1' SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL RESTRICTOR PLATE W/ 0.68"¢ ORIFICE SMOOTH EDGE ELEV. 491.6' 485. 1' BOTTOM OF 4'X35'X4' SEDIMENT SUMP DETENTION VAULT I SECTION C NTS ' DETENTION VAULT NOTES: 1. BAFFLE WALL TO DIVIDE VAULT INTO TWO APPROXIMATELY EQUAL SIZE CELLS. 2. MINIMUM ONE ACCESS MANHOLE PER CELL WITH AT LEAST ONE ACCESS PER 50' VAULT LENGTH OR WIDTH. 3. f'ROVIDE WATER STOP AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS. PRE-CAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 4. VAULT SHALL BE DESIGNED AND STAMPED BY A REGISTERED STRUCTURAL ENGINEER. VAULT SHALL BE DESIGNED FOR HS-20 TRAFFIC LOADINGS, MINIMUM. ALL METAL PARTS SHALL BE CORROSION RESISTANT. 5. PROVIDE LADDER RUNGS IMMEDIATELY ADJACENT TO ALL INLET/OUTLET PIPES. 6. ALL INLETS TO FIRST CELL. 7. Ii" PROPOSED COVER IS GREATER THAN 8. ·1 ·, THEN IT MUST BE 2.5' MINIMUM AND ACCESS MUST BE 48" ECCENTRIC CONE SET OVER 24" DIAMETER ACCESS OPENING. 5'x1 o' GRATED ACCESS PANEL RIM= 501.60 24" ACCESS MANHOLE W/ BOLT LOCKING RING AND COVER PER KCSWDM STANDARDS~ RIM = 501.60 \ r - -- I - / 498.60 -- --496.10 ----- -- 493.60 Q --------~ --- ,,12~"",¢ -~e+-=----..0 I.E. 491.60 BOTTOM OF LIVE STORAGE ELEV. = 493.60 5• WATER QU1LITY STORAGE ~ ~ _5%.., ~ - - - \_ FOOTING DRAIN, TYP 487.83 BOTTOM OF WATER QUALITY j STORAGE ELEV. = 488.60 ---"-~ --- ,---------------------------------1--------,4 491.25 487.38 l~--_____________ L __ ,._-_Av_E_R_A_G_E sED1M_E_N_T_sT_o_R_A_G_E_@_<1_ ___________________ 1"'6"'6-· ------------------------------ 487.25 SECTION A SCALE: 1"=10' HORIZONTAL SCALE: 1"=5' VERTICAL ---488.60 ---5%.., -,..5%--- SECTION B SECTION P DETENTION VAULT L SECTIONS B AND D SCALE: 1 "!io' HORIZONTAL SCALE: 1 "= 5' VERTICAL -· - / 487.25 NOTE: KING COUNTY DOES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Review Englheer Senior Engineer MOLLY A. JOHNSON, P.E. DEVELOPMENT ENGINEER Completed Do!.a Completed Dole- -----·----- APPROVAL Dole '---------------------·--------·-----------------------------,-----------·-·-·-• ----,---------------------------------------------.;;;;;;======-·"''-.. -.. -;;-:;;,....;:;;_;;;;=;:;;:-;;;;---,_-.-... a--c: ...... E ~ a V 5 -a E~ ~ ,, g "' :::, i :, ,- ~ ' u '+'~ 1RJ~ QJ r-,.. . . ' <IJ N 0~ ~o \J1~rn -00 ,O~ "iii <( 0 ::i! s: °r s: _,..._ a,> ..c: ,,, Z n, 00 ::, "~ LO O".-o "' en en V1 N -...!:!!!!. ft ··-·· ·-~··-·-····-- !iii, N '" ;:, "' "' "" ~. "" "" /1! /1! U) U1 U) U) t-t-t-t-z z z z z z w w w w w w " " " ::; " " " " " ::; " " 0 18 0 0 Cl Cl (.) 0 0 u u f/1 "' " U) U) w i;] w Lu w w D 0 0 D 0 0 0 I§ 0 D 0 0 (.) () t.) u () "' "' "' "' "' ·---__ _!__ __ i <O <O .. a) 00 0 0 '" "' 0 '<.. ...__ ' 0 0 ' "' "' ;:,-' "' o, N N N <::. N ' ,, <::. ' ' 0 -"' <O '" --N <d d d d (/1 cd d ~ I') -st' d o::, U) ' r--1 (/) o: i-,1 .....1, ~ I w I I-p I <( ~ w _J I U) 00 a.. I I{) z • 0 <( ~ 00 I-i-J (}) 0::: 11. <( 1-, ; 0 rE .....I I :::> (0 • (/) <( .-z > ...,. 0 z ..... I- I .-z _J 0 ti) L,J <( F 00 0::: z .- ~ ~ ,0 w w i> ""' 0 w "' w O'. "' ,_ :c 0 ii' ~ ~ SC 0 " " ::, I·- ""' 0 0 w 0 '° 0 0 N {J DRAFTE~: PG/CDM DESIGNER: PG PROJ. ErGR./SURV.: DATE: , 2--17-·09 CLG PROJECT NO.: 05294 SHEET C9 OF 11 "' \1 0 "' o, N "1 --' u 0 °' "' I 0 ;:; w C 0 Q_ N ' Gl!API liC SCALE 1 o a 10 20 i-::::-::s J = I 1 INCH -20 FT. 40 I ' ' ',/) ,. ,1 / '): }; SE 1 / 4, NE 1 / 4, SEC 32, 1·wN 23N, RGE 5E, W.M. 'L ' SIDEWALK RAMP TO EXISTING GROUND SlREET LIGHT Ll STA: 23 31.28 ~~:::;::::~~~~~~~~~ii=~~··----------~:...;': ;;;;.....;_-=------=-= ........... '· ....................................................... ....__;._I ______ -, I Jc=_._o_ _ ___ o_ _-o_ )!C E-CC·~~Htf:=it=:',,c:n·)::J=:' ==---·~_c,o=_--,,=========~__:c.'"0 ---_ ----_.-_-_-_--~ _-.,, ~"'-/-"7/~-~-·---=---:·-<.'-, ---· ... ·--.. --..... -----PROPERTY BOUNDARY _. ~ -i ii-+ 111 -·9-·-+-1-0'-'3', l0.3' ,,-----<.::·" ·-TRACT "A" u; I (4.3~ 10.44'LT EGIN 4" WHllE EDGE LINE 0.11 'LT B GIN DOUBLE YELLOW CENTERLINE ATCH Er. CHANNELIZATION ~---------------7 / I I / I / I LOT 7 I I / I / I I I ., "' I L ______________ I ,. I I I _I \/•'' I ; lt; ;11/' v ,, I L_ ---' i./ ', 'j' ·;, '', ' ., 1 ' .. --1 LOT 6 \ \ \ \ ) ~--------------, I I I I I I I I I I I I _) 't' LOT 5 L. ----------------- I I I I I I I I I I I I I I r I I I I I I I I I PROJECT SITE ._ - LOT 4 r 6' SIDEWALK LANDSCAPE TRACT OF PAVEMENT ' SlREET LIGHT ·- ---- 5' BIKE LAN I I I I I I I I I I I - ' e, I I~ ,J.. ·• ROW ~~:::L LOT 3 I I I __________ I ---,,~,.~ ,----- SE. 183RD CT. I I I I I I I I I I (PUBLIC ROAD) LOT 2 ==-=-==·-==·=--=· -~~ 11+00 --l------' I I I I I I I I I I I I I I I I I I I I I I I CURB AND GUTTER/EDGE OF PAVEMENT LOT 1 ' ' " \ \ \ I I I I I I I I I I I I I I -J I I ):1=. y'-... ):_ . :.1 -, SIDEWALK RAMP TO EXISTING GROUND f----------FU_T_U.cR.=E_Cc.0'-N'-S-T_RU'-C-'-T--IO_N ________ .-J <t 42' 30' -----------+----------_.c::::~ ________ _..j R/W 22· 22· 6' (1/2 OF 16' (1/2 OF LAN~r~NTER LANEL,~_E_R_LA_N_E+) __ 1_1_' _TR_A_V_E_L_LA __ N_E-+-5'_B_IK_E_LA-N~E I 11' TRAVEL 116 TH A Vf.. SE. FUTURE R.O. W IMPROVEMENTS SECTION A N.T.S. 6' SIDEWALK ~ SlREET LIGHT .. ,..--I , r::, .. 0 0 + ~-,--;---;:-r-'fS,!'TA:,,,,:~2~2,:p9!3!9,;;.5~3 __ _ SJ 10.0'LT ND 4" WHITE EDGE LI E I STA: 2 +99.53 0.0'LT ND DOUBLE YELLOW CENTERLINE 1010.Q; ,,_.; ---~·~ :S ~ §l I I 11 r ' ' !12· 2' ts W' I ) i. r I 0.. ' u. lo tw ; (!) D w w (/) ~ _, . "' ~m <~ ~; <0~ I .-,- 0 0 + N N 10.3' 1 / .J J -, STA: 2 +34.29 0.0LT ~ND i DOUBLE YELLOW CENTERLINE l _, " STA: 21+34.29, ): i~ ,. 10.11'L~BEGIN 4' WHITE ' EDGE LI E 4 10.3'. .1 r RQW .. [. ·~)" :r ·sTA: 1+65.18 i w i 9. 7B'L END EDGE LINE '-' 1 oz 0-48'R END DOUBLE YELLOW CENTERLINE ,1 w le MATClj EX. CH ANN ELIZA TION ~::,; II;~ -~f? 1z1u d;; f§ x• w.J ,_ j i:'il ~··· ..,:1 0. ~1 I bk o, LLJ:- GENERAL NOTES 1-CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206~296~6596) AT LEAST 1[) BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION_ 2. ALL CHANNELIZATION SHALL BE INSTALLED IN ACCORDANCE WITH KING COUNTY ROAD STANDARDS. 3. EXISTING STRIPING TO REMAIN SHALL BE REPLACED WHERE DAMAGED OR OBSCURED BY CONSTRUCTION ACTIVITIES, DR WHERE FADED, AS DIRECTED BY KING COUNTY. NOTE: FINAL CHANNELIZATION TO BE COMPLETED WITH FUTURE ROAD CONSTRUCTION ON EAST SIDE OF 116TH AVE SE. KING COUNTY TRAFFIC ENGINEERING ENGINEER DATE ENGINEER DATE SUPERVISING ENGINEER DATE a...----·-----,""'·---------·--------·-------------------------------------------------- I . !ii, N "' t <D "' "" eta I /!! (/) /!! 1/1 /!! ,.. I-z z z z z er w w w w " " :,; :,; " :,e " "' " :, 0 0 0 0 0 u u u 0 u 1/1 ~ u, 1/1 1/1 w w w w D D 0 0 D 0 D 0 D D u u u u u y y y "' y ' ·------ ro ro <O ro 0 0 "' 0 0 ' ' a '-._ ,, ro <D -, a, a, N N N " ~ ' ,_ '. 0 :: "' ro a, ... ·-~-l___.. .• 1-,- <( z ..J :5 a.. CL 1-,-z a:: 0 0 J;:: ~ :c N U) i:d z ::c z ..J <( <( ::I: 0 :::e DRAFTER: DESIGNER: Li.J (/) f.O LC) • 0 ~ OCl Ol <( i!: ~ (0 ~ .... z ..... 0 .--I- .-,-z ti) w OCl a:.: .- PG/GDM PG ill, (/) I-z w :,; " 0 u (/) w 0 0 u y a, 0 '. "' " N (0 0 0 0 (/) (0 0 < I") """ i 0 0::: (/) f'.. 0 -' D w > fl'. w (/) <u Q! (/) ,. :c CJ °' _, _, .,: u z oi ~ ,- .,: 0 0 u.f CJ ~ 0 0 N g PROJ. ENGR./SURV_: CLG DATE: I 2-17-09 I PROJECT NO.: 05294 SHEETC1 Q oF 11 •n O• • u sf m N m i'c n I / ID C 0 ii: C w / 0 / n / o• • u / s-o, N m 0 / 0.. 10 0 ~ N ' GRAPI IIC SCALE 10 20 I I INCH = 20 FT. 40 I ' . ' . 1·• !1 • 1, ' "'" SE 1 / 4, NE 1 / 4, SEC 32, l"WN 231\J, ~GE 5E, W.M. ,":_1\(; ·"·: 'i. TO BE REMOVED ,)\ ', \ ' '\i (.'; ''' -,, •,' • I \ TO BE REMOVED j : TO BE REMOVED ?/~/71)/ L/ fl DRl?LINE ; I r l I > TREE TO BE SAVED, TYPICAL (;. ' .. I , \1:: I·-' ii ,, I •I TO BE REMOVED ' ' ' ' I j ,. ' \ I I . ' \ '·1 f NOTES: 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WlllllN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PROTECTION " f ' r i I I I I I I (,'. I CJ . -!.; w U) ::1 • -< : ~§ I <(~ I I rE~ i ' w2. j I ..... I ..... '\ I i ;j ,;, i ' j I d ! ., I ,I ' I ,• ' . ' ' ·1 TREE LEGEND NOTE: KING COUNTY DDES APPROVAL IS FOR STORM AND ROAD IMPROVEMENTS ONLY AS SHOWN HEREON. KING COUNTY D.D.E.S. Revrew Engineer Completed Dof,u Senior Engineer Completed -Date MOLLY A. JOHNSON, P.E. APPROVAL Doi• DEVELOPMENT ENGINEER Comments: E ~-0 ' E -~ E~ 0 • "' i :,~ ..,~ . I-,Uv; -a; ...... a., N Q= .:::,o Vl"°M 2: -er, CQ 01 "iii <C 0 ~ ~ "'i' ~ ...... CIJ; -'=M z ~CQ c,; lfl O'"~ 0 rt) u, t.{) V"I N ......-.!a~ ~· ---·------ i ' I i I I I 'ii, N "' "" "" ... "' lll, "" UJ I'.' I'.' I-· I'.' V! UJ ,- z z z Lu w "' z z z uJ w w ::, ::, ::, "' :, :, ::, ::, ::, "' :, :, 0 0 0 0 0 0 0 0 0 u (J u UJ UJ UJ U) U) UJ w w w l,J w w 0 0 0 Cl 0 0 ' 0 0 0 u u u (1 0 0 u u u ,,: " ,,: " " ,,: .~ ! P-,! < 0 "' I "' "' 0 0 ~ ' ' 0, 0, N '-N ' ' "' OJ "' "' "' ~ 0 OJ ·, 0 "' "' ', s::_ N "' ' ,;: 0 ~ -'~ . -··------ <O 0 0 0 (/) (0 0 ~ I-z, <( :5 ! ......1 a.. 0... z I-0 fl.'.'. F z 0 I=! I w U) 0::: w I w .....I g: <( ~ DRAF'TER: DESIGNER: w 00 fJ) l{) • 0 ~ OCl 0) <( ~ I I- (0 ~ ..-z .-~ ..-.-z I") w IX) IX ..- PG/COM PG I"} ,;f- 0 0::: (/) " 0 _J PROJ. ENGR./SURV.: CLG DATE: 2L11-09 PROJECT NO.: 05294 SHEET C!11 OF 11 0 w > IY w v, '" n: v, ,- :c CJ QC -' -' " (_) Cc: :, ,:, <( 0 0 w (.'I "' 0 0 N Q ----~-----··--~"""'"'=-~·-·-··.,,-,,...,.,.,.,...,_,,,.,.f""'C/':', ·, --' ,; 7'''\~ i ·i ' ' ' i'/.) C· 0 , .. '" v;: (~· ?; w 4 \)} (',j Li) C:'. > u n I L g ,. I 'i:;r, L L,.~ ,, Q N I GRl\f0 HIC SCALE 10 0 10 20 ~1 · 1 INCH ~ 20 FT. WATER METER WATER \/Al.VE FIRE HYDRANT ASPHALT GRAVEL CONCRETE WOOD DECK 40 I ' ! )< r: 01 (/) : I ROOF OVERH/1.NG UTILITY POLE ELECTRiCAL METER GAS METER FLOWLINE " 1' _; ,.... "' . (/) "' ' "' "' I "' 12" REINFORCED CONCRETE PIPE CHAIN LINK FENCE WOOD FENCE TELEPHONE RISER LOT 5 4,715 S.F. SE 1/4 NE 1/4 SEC. 32 ,TWF>. 23N ,RGE. 5E I W.M. MALHI SHORT PLAT ENGINEER/SURVEYOR: PROPERTY OWl~ER: ' , '! " /J>.. I; \~,\ 1· ! .. , / F_' ! I n / i lj I I APPLICANT / DEVELOPER: TAX PARCEL NUMBER: PROJECT ADQRESS: ZONING: I REVIEW AGEN:CY: POSTMASTER: SEWER & WATER: FIRE DISTRICT: PARCEL .i\CREAGE: 1'!, ii I J r FOU~Di I -fo/ MONIJMENT ii IN QASEJ I : I . ' i I ·, LL ,. CL A I ) *i ' rf[ \ ?l ! i '. ! ,, ,I , \ 1) :",'.1_-i /~ ~:, I {i·/0~'-,: ''' :::'_:_:. 1! ! ,! ' l 1 ' GEOOA TUM, INC. 1505 NW MALL STREET ISSAQUAH, WA 98027 ( 425) 837-808:, AMERICAN ASIAN CONSTRUCTION, 9501 S. 207TH PL KENT, WA 98031 HARINDER BAPLA 950·1 S. 207TH PL KENT, WA 98031 (206) 478-0633 322305-9014 ll~C. LLC 18311 -116TH AVE SE, RENTON, WA 98058 R-8-SO KING COUNTY DDES 900 OA'r<SDALE ,o,VE. SW RENTON, WA 98055-1219 17200 116TH AVE. SE RENTON, WA 98058-9993 SOOS CREEK UTILITY DiSTRICT 14616 SE 192ND STREET RENTON, WA 98058 FIRE PROTECTION 400 W. DOWE KENT, WA 98032 DISTRICT NO. 37 47,969 SF (1.1 ACRES) GENERAL NOTES \ \ -. ' I . l I / l . 1 : i L-~.-~·· ----' ... -~" ·:' '·"'--·-.. -_ :· -.·~· _. _, ~ VICINITY MAP NTS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), KING COUNTY ROAD STANDARDS (KCRS), KING COUN fY SURFACE WATER DESIG~I MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMIN.t1RY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE F,ESPONS131LITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER IO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLA~IS. 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 (ODES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEf, OVERLOOKED OR MISSED BY THE ODES PLAN REVIEWER. ANY VARIANCE FFWM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY Pf!IOR TO CONSTRUCTION. 3. APPROVAL OF THIS RsAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OT-iER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, EL.,CTRICAL, ETC.). 4. BEFOF<E />.NY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEi'.ti THE DDES LAND USE INSPECilON SECTIO~I. THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE AP''RO\/ED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN F'ROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12:se); NORMALLY, THIS IS 7A.M. TO 10 P.M. OI~ WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEXENDS. / 7. IT SHALL BE THE APF'i ,:ANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEM. HS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT--OF-WAY. 8. FRANCHISED UTILITIES ,.·R OTHER INSTAL.LATIONS THA.T ARE NOT SHOWN ON THESE APPROVED PLANS SH/,LL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES LAND USE INSPECTION SECT!ON THREE DAYS PRIOR TO CONSTRUCTION. 9. D/>.TUM SHALL BE NAVO 1988 UNLESS OTHERWISE APPROVED BY ODES. 10. GROUNDWATER SYSTDii CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DF,AINAGE. EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDW/>,TER SY$TEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACf<FILLED AND COMPACTED TO 95 PERCENT DENSITY. ' 12. t,LL ROADWAY SUBGRADE SH,;LL BE BACKFILLED AND COMPACTED TO 95 PERCENT lJENS!TY (WSDOT 2-06.3). 13. OF'E'l CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECWICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLA.NS. NN OPEN CUT SHALL BE RESTOFlED II\ ACCORDANCE WITH KCRS 8.03(B)3. 14. THE cmHRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUi"MENT, FL.~GGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HE/>.L TH, AND SAFETY OF THE PUBLIC, .~ND TO PROTEC PRCPERTY IN CONNECTION WITH :HE PERFORMANCE OF WORK COVERED BY THE COl~TRACTOR. ANY VvOR'-< WITH!N THE TRAVE!_ED RIGHT-OF-WAY THAT MAY INTERRUPT NORM/1.L TF<AFFIC FLOW SHALL. REQUIRE AT LEAST ONE FLAGGER FOR EACH L/1NE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TR>\FF!C CONTROi.," OF THE WSDQT STANDARD SPECIF!CATIONS SHAL!. .i\PPLY IN ITS ENTIRETY. SHEET INDEX ·--------- C1 COVER SHEET C2 EXISTING TOPOGRAPHY C3 EROSION CONTROL PLAN C4 C5 C6 C7 ROAD AND GRADING PLAN STORM DRAINAGE PLNJ ROAD PROFILES ROAD AND STORM DRAINAGE DETAILS CS DETENTION VAULT PLAi'l & DETAILS t;_':-~ r---= ["'Ji RS; '~-" [lfl!J 0::, CJ = "'' r.ti uJ d c:i d ~ ~ ~ s ---il E~ .:g I ~ :,~ it ~ .., ;; 'ta C" . Vl -:,; "' i ' W N O,~ ~o ~COM -"'"° 01 '1,j <:t: C ,e;· s: "" ..!! I :s: ........ (11, HJ • ..c..,., > ;;e: ~ "" "~ ,.,., o,:;:; Ct ffl N "' "' "SI" V1 ~~- {!~- "' ' , I I : ~!J __ J__ ___ L_: 1--------·-----1 I I- <( w ...J U) a_ !--w • w ~ I-:I: a:: (lj < 0 ~ :c ;:r: LI.I F· > ID U') 0 ..... ... 0 .... :c .... ...J I") <( OCl ..... :::E 00 I.() 0 00 0) ~ ~ z g z w 0:: c, ' > Q' '/ ~ Q' (./J f-- I: (~-' Q' ;_i z = .. ,-.. , g 0 N ,Q; ,I\SIAN AMERICAN CONSTRUCTION INC. 9501 S. 20 7TH PL. KENT, WA 98031 206.478.0633 DRAFTER: PG DESIGNER: PG PROJ. ENq;R./SUR\/.: MXP DATE: b7-09-07 PROJECT NO.: 052.94 SHEET C1 OF 8 _______________ ,_..._ _____________________________________________________________ , ________________ RJ,_"ll"_-1_/_,vl_t-\_A ___ :r::._/ __ lii'--Ul---,,-7-----..1.------- -'--- ---------------------------·---------------------·------------------------------------------------------,-.. ;;-, --:-~----------, ... ,_ ~ -~-· ~ .~ SE 1/4 NE 1/'4 32 , TWP, 23N ,RGE. 5E ,W.M. SEC. ,-. I'/ N 0 / C C 0 a: I '"' bl~ U1 . m . '· "' 0 U') :N l") 1·' ;_ ~a , en I I _,, (/) rrl -,r-----,, N ' GFU\PHIC SCALE 10 0 10 20 EVY' I I 1 INCH -20 FT. KEY NOTES WATER METER WATER VALVE FIRE HYDRANT ASPHALT GR.~VEL CONCRETE WOOD DECK ROOF OVERHANG UTILITY POLE ELECTRICAL METER GAS METER FLOWLINE 40 j 12" REINFORCED CONCRETE PIPE CHAIN LINK FENCE WOOD FENCE TELEPHONE RISER _) ) ;;:: / ' ' N 01 0() ' ~ a if} SE 182ND ST /\ l .,r\ NB9'47'21 "E -,r,-------" .... J.i_(l_._-----·--~-------... ---.. ---;;;.. .......... l.. .... .Z.. ..... =~-= ... >:;..,<====--..i."...,--.. --.. -,.;-·,;,,· ........ ....;;"';...~ ..... ---.;;..;,:.....;,,~--.. --.. -..-.... --..... ~1..,,~:-·,.· > ()\ >-,. I ( ,]JO.'..>,, 78G( \ ) ' ' ' ' ' ' ' ' ' ' \ ' \ \ H ss9·39•12"w SE 186TH ST 1331.49' N89'31'04"E \ \ ' \ 288.24' \ \ 1328.71' S89'23'38"E --,---;; /\ 1/':4\_ !NV S ,--:::. ' ' ' : ! i ! I'/; :; / lf 1r r- ; ' 1/j rr-- 1 b I ! UJ ,J) V I r I' FOUND MONUMENT IN CASE ' • I ~I ,f' ~! I ~. if} ' - ~I !l'. <( l.,J ill' ,.,_ a i 1 ! t I j \ '~ \J i 1 ~ I i 'i I 1 ! I\ I /,,\ ' /,1 ~1 r--.0 ij ' ' LEGAL DESCRIPTION THE EAST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF Tf-lE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER F SECTION ,32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.; EXCEPT THE WEST 347 FEET THEF,EOF. BASIS OF BEARINGS SECTION BREAl<DOWN PER ROS: 8706090587 ACCEPTED THE BEARING OF 114TH AVENUE SEL NE BASED ON FOUND MONUMENTS IN CASE. _VERTICAL DATUM & CONTOUR lt'.!TERV~A=L- ELEVATIONS SHOWN ON THIS DRAWll~G ARE ON AN ASSUMED DATUM. 2.0' CONTOU,'< INTERVAi_ -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PRO,iECT. NO VERTICAL BENCHMARK EXISiS WITHIN 1/2 MILE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT Of-A CURRENT TITLE REPO,H. E1\SEMENTS AND OTHER ENCUMBERANCES MAY EXIST ON THIS PROPERTY THAT ARE l~OT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3--SECOND NIKON NPL :,52 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR f:XCEED STNJDARDS SET BY WAC 332--130-090. 3. THE INFORMATION ON THIS Mt,P REPRESENTS THE RESULTS OF A SURVEY MADE IN SEPTEMBER 2005 AND CAN m,L Y BE CONSIDERED AS INDICATING THE GENERAL COND1Tlor,s EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND 0BSERVP"10NS AND AS-BUILT PLANS WHERE AVAILA81.E. ACTUAL l_OCATIDr,'S OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MO>'UMENTS WERE LOCATED DURING THiS SURVEY UNLESS OTHERWISE NOTED, CONTOUR INTERVAL 2.0' CONTOUR INTERVAL ·-THE EXPECTED VERTIC,\L ACCURACY IS EQUAL TO 1 /2 THE CONTOUR iNTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. xx-----INDEX CONTOURS -10' INTf:RVALS xx---INTERMEDIATE CONTOURS --2' INTERVALS CONIF'EROUS TREE (LABELED \ViTH CALIPER) D~CIDUOUS TREE (LABELED WITH CALIPER) DECIDUOUS MULTI-TRUNK TREE (LABELED W!Tf-l OVERHEAD ELECTRIC1\L LINES CALIPERS) -------Oi-E ---SANITARY SEWER LINES (PER AS-BUILT INFO) ,_. ,, WATER L:N[S (PER AS-BUILT INFO) ---'t'i~ STORM SEWER LINES (PER AS-BUILT INFO) I ] rn ~. ~ -1 ---:-- jl __ I->- <( ::c w ll. w ...J <( ,VJ 1.n 0... 0:: i • 0 (!) ~ (() 1--0 < CD 0:: CL ~ ~ 0 ~ I (!) ID ~ (/) z .-z != ..... ~ VJ 'F'" I X --z ...J H<') 1.1..1 <( w ro 0::: ,...... ::iE 1.r, ,_ f!5 e:::: _, _/ < 1.ri 0 0 N I © -·---'"""! A~! AN AMERICAN CONSTRUCTION INC. 9501 S. 207TH PL. l<ENT, WA 9803'1 206.478.063.3 DRAFTER: PG DESIGNER: PG PfsO,J. ENGR)SURV.: MXP DATE: 07-,09-07 PROJECT NO.: 05294 SHEET C2 OF 8 ----------,__ -·~------------_ ______L --------------·--------------:----~=--=-=~=-=-=--==-~------------------~,~ij. ~·--s I SE 1/4 NE 1/4 SEC. :,2 iTWP. 23N ,RGE. 5E ,W.M. t E~ ,_ 0 0. -0 "' , •. 0 C: ,_ 25' MIN. 4"-8" AS PCR KING COUNTY ROAD STANl)ARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-0-W PRIOR TO INSTALLATIOI~ OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROAOWA Y IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD CONSTRUCTION SEOVENCE 1. PRE-CO~ISTRIJCTION MEETING, 2. FLAG OR FENCE CLEARING Lll~ITS. .3. POST NOTICE OF CONSTRUCTIO~I ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOI,. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S), ) 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC .. 6. GRADE AND STABILIZE CONSTRUCTION ROADS. O 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, ~IPE SL 0 PECT DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING ANO GRADING cOR PR JE DEVELOPMENT. . v 8. MAINTAII~ EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNT, STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE SURFACE WATER CONTROI.S AND EROSION CONTROL 1v1EASURRES51o0RN A'ID INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE E O ,. SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION /,ND SEDIMENT CONTROL STANDARDS. 10 COVER ALL .~REAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING . THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH COMPOST, PLASTIC SHEETING OR EQUIVALENT. 11. STABILiZE ALL AREAS THAT REACH FINAL GRADE WITHIN SE\/E~l DAYS. 0 TEMPORARY GRAVEL CQNSTRUCT 10N ENTRAN.Qf;. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 _?AY.:i. _ 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE ::, TABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIA rE. NTS I N ' GRAPHIC SCALE 10 0 10 20 40 ~i"iit'!~-2'-!.iiiiiiiiiiii1"1 ~~11.iiiiiiiiiiiiiiiiiiiiii,iiiij' i \ i INCH = 20 FT. /~-~:S"·· cu I"· ID (0 ('\l o· ro ,.--' ,:.:, : .n I / • CLEARING LIMITS ;'\ /]ti\ -------"~ ------'j JOINTS lN FILTER FABRIC SHALL BE SPLICED MAINTENANCE QE SILTATION BARRIERS;. A OSTS. USE STAl~LES, WIRE RINGS, OR E U )AALENT TO ATTACH FABRIC TO POSTS. 1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY .AFTER EACH / T 2"x.2" BY 14 Ga. WIRE OR EQUIVAl.ENT, IF STANDARD~- ---STRE:NGTH FABRIC USED FILTER FABRIC ----- RA.INFALL AND AT LEAST DAILY DURING PROLOrJGED RAINFt\LL. CLOSE ATTENTION SHALL BE PAID TO THE REF'AIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BE;NEATH BALES. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BAI.ES SHALL BE .ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINc-ALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 1--'ill !li lijf,g!yll!Il~ -I I -l]}-ITT--'ITT"",i"'ffi-~c -m!IJ~illffi -m--I mw.;illi;;: _m_ ~m=:m:;::::ml!.J:rr,;_ ----· 6' MAX. -l~INIMUM 4"x4" TRU,CH/ / / ' BACKFILL TRENCH WITH / MQla -1. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD ANO REDUCE THE NEED FOR MAINTENANCE. / NATIVE SOiL OR 3/4"-1.5" / POST SPACING lvlAY BE INCREASED WASHED GRAVEL TO 8' iF WIRI:: BACKING IS USED / \_ 2"x4" WOOD POSTS, STEEL FENCE 3. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS, ANO OTHER OBJECTIONABLE MATERIALS. THE GRA\/FL POSTS, REBAR, OR EQUIVALENT NOTE: FILTH! FABRIC FENCES SHAU. BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SHAU. BE PLACED TO THE SPE:CIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED I ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, SILT FENCE DETAIL THEY SHOULD BE INSTALLED ACCORDING TO M.".NUFACTURER'S SPECIFICATIONS. NTS 4. GEOTEXTILE: S!l • .I....ffJiQE NOTES: A. GRAB TEN SIL STRENGTH (ASTM D 4751) 200 PSI MIN. 1. SEE ADJACENT DETAIL 30-100 SIEVE SIZE FOR SILT FILM B. GRAB TENSIL ELONGATION (ASTM D 4632) 30% MAX. 2. THE G[OTEXTILE USED MUST MEET Ti-IE FOLLOWING C. MULLEN BURST STRENGTH (ASTlvl D 3786-801\) 400 PSI MIN . SPECIFICATIONS: -/ MIN D. AOS (ASTM D 4751) 20-45 (US STD SIEVE SIZE). AOS (ASTM D-4751) WATER PERMITTIVITY (ASTM D-4491) G.RAB TENSILE STREJJGTH (ASTM D-46.32) GRAB T'::NSILE ELONGATION (ASTM 0-4632) ULTRAVIOLET RESISTANCE (ASTM D-4355) 50-100 SIEVE SIZE FOR OTHER FABRICS 0.02 SEC 180 LBS MIN. FOR EXTRA STRENGTH FABRIC I 00 lBS PER MINUTE STANDARD STRENGTH FABRIC 30% MAX, 5. AGGREGATE: 4" TO 6" CRUSHED BALLAST ROCK, OVER r·1L TER FABRIC. 6. E~:TRANCE DIMENSIONS: THE AGGREGATE LAYER MUST SE AT LEAST 12 INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 1 00 FEET. 7. WASHING: W CONDITIONS ON THE SITE ARE SUCH THAT lvl0ST Of' lHE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, A COPY OF THE lvlANUF,\CTURERS' FABRIC SPECIFICATiONS MUST BE AVAILABLE ONSITE THEN THE TIRES MUST BE WASHED BEFORE. VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST 8E CARRIED AWAY FROM ENTRANCE TO A SETTLll\iG ARE.'\ TO REMOVE SEDIMENT. .I\ WASH RACK MAY ALSO BE USED 3. STA~IDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASF THE STflENGTH Of' THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE TO MAKE WASHING MORE CONVENIENT /,ND EfTECTIVE. REQUIRED DURINC WINTER CONSTRUCTION. REQUIRED FOR EXTRA STRENGTH FABRIC IF ~-IELD PERFORMANCE 8. MAINTENANCE; THE ENTRfa.NOE SHALL BE MAINTAINED IN A CONDITION WARR.i\HTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHAL.L. BE NO STEEPER THAN 2H: 1 V. WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF--WAYS. THIS ,IA Y REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY I 1 ' 10+00 ROAD "A"= 22+68.06 116TH AYE. SE EL. 94.0± STRUCTUi<ES USED TO TRAP SEDIMENT, ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY or, INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. EROSION AND SEDIM~.IJ.;!QNTROk NOTES 1, APPROVAL OF THIS EROSION ANO SEDIMENT CONTROL (ESC) PLAN DOES Nor CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FAC:LITIES, U TIUTIES, ETC.). 2. 3, 4. 5. 6. THE IMPLEMENTATION OF THESE ESO PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS fHE 'lESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL Bf. CLEARLY FLAGGED BY A CONTINUOUS LE~IGTH OF SURVEY TAPE (OR FE~;c,NG, IF REQUIRED) PRIOR ro CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE: BEYOND THE GLEl\f11NG LIMITS SHA.LL BE PERMITTED. THE CLEARING LIMITS SHAl.L BE MAINTAINED BY TH[ APPUC/cNT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. THE ESC f~ACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CO~l.JUNOTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. THE ESC FACILITIES SHOWN ON THIS PLAN Ji.RE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SiTE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTE:D STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC). THE ESC FACILITIES SHALL BE INSPECTED DAILJ 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. 1 TO APRIL 30) AND OF MONTHLY REVlfWS DURING THE DRY SEA.SON (MAY 1 TO SEPT. 30). I\ ,A 7. ANY AREAS OF EXPOSED SOILS, INCLUDING FWADWAY EMBA~JKMENTS, THAT J l:ViLL NOT EIE DISTURBED FOR TWO DAYS DURING THE WET SEASO~J OR SEV::~i ' . /I ,\C;',. D.A YS DURING THE DRY SEASON SHALL BE IMMEOIATEL Y STABILIZED WITH THE l.JJ' APPHOVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ) ETC.). ~ . 'A )..•( 8. ANY /1REA NEEDING ESG MEASURES NOT REQUIRING IMMEDIATE ATTENTION ~q.,) ~ ~\ ~ p(c,d?'/ SHILL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. s lf-J /\ · .,.( J-/ 9. THE ESC FACILITIES ON INIICTIVE SITES SHALL BE INSPECTED ANO / IJ,} ~ I }" \ •}, I],__~( M!1l~ITAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT ( 48) \J\J (/ , 0__· q • HOURS FOLLOWING fa. STORM EVENT. s .;f"' , fl~/ 10. AT NO TIMI: SHA.LL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO / S'" j;J/ S ~ A:XU.!vlULATE WITHIN A CATCH BASIN. ALL CATCH BASll'<S AND CONVEYANC~ ...,_,g.,J ~,,i,1 1 ~l~fCL ~~tfLF~UES~L~t~l~~:r~r:D~~ ~~1~RG.1Ni61ETJtE:~~N~Tii~~A~$~TEM /s ;~:r· .:; r' 11. STABILIZED CONSTRUCTION ENTRANCES AND i<OADS SHALi __ BE INSTALLED AT 7 HE BEGINNING OF CONSTRUCTION AND MAINT.AINED FOR THE DURATION OF THE ,0 ROJECT. ADDITIONAL MEASU 0,ES, SUCH AS WASH PADS, MAY BE RcQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DU~ATION OF THE PROJECT. _J _____ -------------- ~~::.,o. ';-,, \ , \ / -~~t-~-( I 12. ANY PER~1,\NENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHAI_L BE MODIFIED WITH THE NECESSARY EROSION CONTFWL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPA.CITY. IF THE F.ACiLITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM. THE TEMPOR.ARY FACILITY MUST BE GRADED $0 THAT THE BOTTOM AND SIDES ARE -AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. \ I/ )! ,'/ t I 12'.,-RIGH"f OF WAY j : DEDICATION- ' \ ' 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SI-ALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. Pf,IOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREi\S SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDllJ WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASGr,!. A SKETCH MN' OF "fHOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR. THE ODES IHSPECTOR CAN REQiJIRE S[EDING oc· ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE F/\CILITIES. I ,:,~ -~::, ~·r:r. ti~ Q~ 0'1 a,f . "' :::, V) -+------,--+ ---------· - l--z < < _, w _J CL (I) IX) CL _J M1 " 0 0 ~ 00 I-a::: o; I-< ~ z < 0 ~ :it -i-0 ..... ID • en z ..-z 0 ,,.... 0 -(() .... 1--::r: 0 ..... z I") w _J 0:: ro a:: < w ...- ~ 0 L-'..-I > '}'. "-v: ~ "' [/, C. cs ' rr: , ci z C) ' 0 ASIAN AMERICAN CONSTRUC!ION INC. 9501 S. 207TH PL. KENT, WA 98031 206.478.0633 1-----...... ---·----1 DRAFTER: PG DESIGNER: PG PROJ. ENGR./SURV.: MXP DATE: 07-09-07 I PROJECT NO,: 05294 SHEET C3 OF 8 1,------------------·-·------·-------------------------------------·-------------·------------------------------------------------·"-"_m_m,..--......1 ------------------------------------------------------------------------------T-T-;';;-,,--rr __ ,_,......,..,, r-ij ~ ,l;li;,,/ 32 ,TWP. 5E I W.M. 23N ,RGE. ' C 0. ,. 0 r< ,.1; ,, § u 0 C ~ C .c / 10 0 e,. AA I N ' GRAPHIC SCALE 10 20 1 1 1 INCH ~ 20 FT. , , f ,__ __ 1_2' DEDIC.~AT~IO~l~1 -~ ---.. <•J I •') y,.:c - '. \ , / " .~ '\. t;>-1.:: ,i,( __ \ ''/ ,, ' ! .., ··_<l,,,-I .• · I I /4-0 =pl \"I., ( \ \ ( I'\,' (_\ /\ \ ''. ,\ I '7 I !~ \ /[ __ , ____ .,. ' [, t 2'-6" 5' IDEIVAL\J ..... fr- ~-Or~:f~ CIURB 4" CcMENT CONCRETE _/ CEMENT CONCRETF CURS & GUTrER Cl.JI.S'.Y B ASPHALT CONCRETE CilUSHED SURFACING TOP COURSE _/ < ,·. ~-... --ADDITIONAL rnEATMENT MAY BE REQUIRED DEPENDIIIG ON SOIL CONDITIONS. " '-CRUSHED SURl=-ACtNG BASE COURSE 116TH AVE. SE. SECTION A N.T.S. R/W ---· WATER LINES ON NORTH & EAST SIDE m· ROAD. SEE SEC. DRAINAGE NOTES --·-------·---- 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DOES 1°RIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). ~E ], . ·. ~ r,; :, f-! -~ .,3' R/W ·----------···---·----.... -.... ·-·-------·-------------- 13' ---·------r ,3• ---.. ·----· SAN. SEWER ON SOUTH & WEST SI DE OF STREET. 5'-0" V SEE SEC. 8.020 ' , .. .. / / 2. 3. 4. 5. 6. 7. 8. A) B) C) D) E) / '-..,__ 5" CEMENT CONCRETE S1DEWALK (TYP.) TRACT :A: ACCESS ROAD SECTION B N.T.S. k ~ ROLLED CURB. SEE DWG. NO. 3-002 ---GAS LINES ON SOUTH & WEST SIDE 1'-6'. 1'-6" _ OF STREET. SEE SEC. 8.02A ~ \ ./~:3 J{J~ \ ~ -C:...UPHA CONCRETE ) t-r [,,/ • r ~ /."J I/An< 1 j ('. ... C MIN. COMPACTED DEPTH lfi l "' °?, SPHALT TREATED BASE vi 'I / •. / ~~-ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SE!;: SEC. 4.02 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA TIO~i 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. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TRE.ATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCI\ TED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH .A PERMANENT RETENTION/DETENTION f'ACILITY SHALL HAVE SOL!D LOCKING LIDS (KCRS 705). ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-018, 2-D19, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUffALL DUMP NO POLLUTANTS" AND "PROPERTY OF Kl~IG COUNTY" (KCRS 7.05). 2-013, TO STREAM, ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFf.lCIENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FFWM THE EDGE OF THE DRIVEWAY TO THE BOTTOM Of' THE DITCH. CULVERTS SHJ,LL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2-001). 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% PASSlt,G; .AND 2" MINUS ROCK/10-20% PASSING. INSTALLATION SHALL BE IN +J~ •. I- th ' _, ~ I : ; I ACCORDANCE WITH KCRS 7.02(8), DRAWING NO. 2-024. ;~ DRAINAGE OUTLETS (STUB ... OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL ~ LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION SY KING COUNTY. ,;;s STUB-OUTS SHALL CONFORM TO THE FOLLOWING; ~~ EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE ri: LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTINC DRAINS, ~ DRIVEWAYS, YARD Dl'<AINS, AND M1Y OTHER SURF1\CE OR SUBSURFACE DRAINS .. ~. NECESS.~RY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTl.EJ----·-,---------1 CONVEYANCE SYSTEM OR TO AN APPROVED OUTF/1.LL LOCATION, ~ SHALL HAVE FREE-·FLOWING, POSITIVE DRAINAGE TO AN .~PPROVED STORMWATER ~ ,-. l ....... 1-1· -H'' ~ ... i~~~EETSMftf(fi~~T~~T/'~L~,i:Al~9,CAWi~ ~1-f~s~o~iEsif~LT E~1[E~D 2 :a1v~ SURF A ·-i .. .... . ! r·-·--···. LEVEL, BE VISIBLE, AND BE SECURED TO THE ST Af(E. I I PIP!:: MA TERI AL SHALi .. CONFORM TO UNDERDR/\IN SPECIFIC,~ TiONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FL•'.lWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RE'.SPONSISLE FOR COOROlfiATIING THE LOCATIO~IS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS, TELEPHONE, TELEVISION, C:TC.). ALL INDIVIDUAL STUB-OUTS SHALL BE PRIW1TELY OWNED ANO MAIINTAINED BY THE LOT H'.lMEOWNER. filATION (116TH) 22+41.02 ~91·35'57" K=14.50' '-=23.18' (lRP.C! 'A") 'i0+35.59 .STATION (116TH) 22+91.80 l,e83'39'15" R=l 5.00' L=21.90' (TRACT "A") 10+37.74 STATION (TRACT "A") 11+31.52 1,,,65'05'39" H=34.5D' L=30.D4' (TRACT "A") 11 + 70.21 ST!\.TlQH (TRACT "A") 11+53.38 b=:-36'20'15" R=34.50' L=21.88' :'.TRACT "A") 11+ 70.32 ' : : i ' CURB BEilJRN & .QfFSE T :IQ.. BOC 22.50 LT. 11.50' LT. 1/4,1 1 /2LI 3/4,1 CURB REWRN ffi OFFSET TO Jl.OC 22.50' LT. 11.50' RT. 1 /411 1 /211 3/4!1 CURB RET!JRN & .QFFSETJ~ 11.50 RT. 28.60' RT. 1/411 1 /2L1 3/4!1 CURB REJURtS & OFFSELTO ~oc 12.09 LT. 22.69' RT. 1/4!1 1 /211 3/4!1 84.15 94.28 94.44 94,89 E:L. @ BOC 93.56 92.64 93.26 93.94 94.96 101. 79 101. 95 102.01 102.04 EL, @ BOC 101.86 1 01.88 101. 90 101.92 102.01 ,, .-: I.,·,. .. ,:-} .. ,. ,, . r: '.\ .. ,1,~ .. -"_" . ., -- • -.cc-,_-_,.,,,,., . ., .. , -----------.·-·-' SITE VOLUME~CALCULA TIONS ,, <: ...... DnfilT-IOc\L\iALI.LL... _ ......... / .. _... ... / FILL VOLUME EXCAVATION ' • I l-z <C <( ...J i.J.l _J 11, I (/) ro in o_ (.;) ' 0 z ~ 00 l--m 0 < n:: < I ~ 0 0::: . i:': c., I .;g ' «:I ~ (/) .,,.... z 01 .-g ..-:::t < ...-z ...J 0 I"'.) i.u <( O::'. w 0::: ..... ~ 9501 S. 207TH PL. 0 u > Cc: , .. r.n u O'. v; f·- ~L cc " '" .. ' q <._) z 2 =i y... < 0 0 u cc CUT VOLUME (CU. YOS.) (CU. YDS.) _lCUJQ;,_J.__ I KENT, W.~ 980:51 206.478.0633 1-=--------·~......,1 50 400 1135 CUT "ALL VOLUMES ARE APPROX!MATE AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. THE VOLUMES DO NOT INCLUDE STRIPPING, STRUCTURAL EXCAVATION, EXPANSION I F fr.CTOR OR ANY SOIL TYPE RESTRICTIONS. THE FILL VOLUMES HAVE INCLUDED A 10% TO COMPACTION FACTOR". DRAFTER: PG DESIGNEF,: PG PROJ. ENGR./SURV.: MXP DATE: 07-09-07 PROJECT ~O.: 05294 SHEET C4 OF 8 l ' ' 0 0 I'S ,, 0 0 5 u 'J") u / j) 10 0 I'"~'" j N ' GRAPHIC SCALE 10 20 I I INCH = 20 FT. 40 r-j I (D (.0 > r· ' i : i ' ,. .~ ,- '·' (/) ' '----------- SE 182ND ST LOT 6 3,967 S.F. LOT 5 4,715 S.F. '-, l-,-,-,-----------_._ SE 1/4 ~~E 1/4· ' ' ' ; /' I_ -- \i,i ., SEC. 32 23N ,RGE. 5E , W.M. '! \ ' '' : Ii i !'f ){(,.)[ ; lrft i: 1/1 i' ' I,) ! I / \/ IL 1 If I !,.· 11 ,::1,>< ';1j, r , k \' !~· j f ,,l I ; / II/ I i I i I J.\ i ! ::-<(/~ CJ) 41 ! i·· I I I i I. I ' Ir I ·-1 I I d, \ /;< ' ! I : , f i ~;~ \ I i '.5 i~I, \? 'I I l ,, i)'. ~"I '·, /(fY FOUND l MONUME~T IN GASE' ' ' ' "' I l I •• If' I i ' I I i I /I / ' r~! ! ~:! I '''j (;, .-+ \---- f rri I i : I _1 1 ' , 'I I I · ' r \/\i I \t i :, ~ ~1 I \ ,, l 'I I " ':l-t+; I\ { i l;~/ ~\\ i I' ' I i ,_ ' I, t, I >' A\ , d ,, tr 1, 1: · ,~ "i, 1: / 4 \ ... / ' ! t' L1·-\ U---}-"··r" I : ',,"I i I l I i' I --CB 4 1YPE 1 1 I / STA. 23+26.22 23.90'± LT. % /~ ~Mgii:3 i ~! (/1 i f~ 81 +- /' N I _\N ,·/ L \ //_-' _\ j' 'DI [JJ I ~,./ / / _ ,2· SD IE 90.~9 ,J 'Ii I * ' ' I ' ' .cl " I ,': i i I j 'I j 1 ' ), 'I ,I I _.,.- '1 .f"'i II / CB 5 TYPE 1 , , i STA. 23+26.22 23.90 ± LT. J ' -RIM 93.66 IE 90.46 I \ "· ,, C ---, __ ------- ----~IJJII/ _ "' n. •( ' ' I ' ---+----,_ !' ·r :rt-Hr i. ' I- <( ..J 0.. I- C::: 0 \I \ V) ) ·- 1/ ::r: / ..J ' <( / :ii: , I . ,I, : i ' ' ' : ' I -~-C'----·- z < !',,J 00 .• J if) 0... i.O • 0 w ~ 00 QI ,.;;> O'l < < z < < if ~ ~ (0 " C ·~ z .,-f2 ~ .... 0::: ..... z 0 ti') w ~ OC) ~ (/) ,- - -C .> y "' J] ,. Ct' -'.0 c- cc 0 '.t-: ~ ~ ,c;,· u z 0 0 " u ASIAN AMERICAN CONSTRUCTION INC. 9501 S. 207TH PL. KENT, WA 98031 206.478,063,3 .__, ________ _ DRAFTER: PG DESIGNER: f'G PROJ. ENGR./SURV.: DATE: 07·-09-07 MXP PROJECT NO.: 05294 SHEET cs OF 8 __ I_ I Ii I \"-! iij \Cl ,A ?L >?l ___ l~llLil I - I --·-------------------·-----------------~----------------------------------------· ·rr~. ·~.-. ~. 0 CL C· 0 D c, ' u •O 0 / en Q_ SE 1/4 NE 1/4 SEC. ---!------------_,, r Pv1 SlA = 10+25 .• 0_1 ~'----S v' --&<'-- PVI 9LEV = 94.4<T ~- A.D. = 6.50 I< = 3,85 ------- ( \ 32 , TWP. 23N ,RGE. 11+20 SE. 183RD CT. I GRAPHIC SCALE 10 20 I -t:: 1 INCH = 20 FT, HORIZONTAL 5 10 INCH = 10 FT, VERTIC/'L 11+60 20 5E , W.M. 12+00 12+40 I z! 6 Iii 5 ~ Gi .,,..,., i s,~ ~. .::, 1! +·· ;,,.. u ' ! ! ' ! Vl w ....J lJ.. 0 0::: 0.. I-· w I <( (!) 1.1.J ....J <( (/'j 0... z i • < ~ I-0::: 0:: C < 0 ~ i:!:: I 0:: ID ~ en ,... ..- (I) ,,- I Ci -ir··"' ....J z !"') <( <( 00 ... - ~ ' Cl <( 0 0::: ' ' ' I ' ' ' __ L___ L___ 00 in 0 00 0) ~ & z ~ z w 0::: G w ' rs Id v, u (,'. (_) z " :::, r c( u 0 lJ.! -'...) ASIAN AMmlCAN CONSTRUCTION INC. 9501 S. 207TH Pl .. KE~IT,1 WA 98031 206'478.0633 DRAFTER: ,PG DESIGNER: .PG PROJ. ENGR)SURV.: MXP 0.~TE: 07~09-07 PROJECT NO.: 05294 SHEET C6 OF 8 -----------------------------------------------------------------------------·--------1 ___ :_: __ ___J \4 , .. \ :;: CL 0 C') c. n n (.') :?. 0 0 z Cl l/) 0 O'. n I ,-- 0 0 C CEMENT DETECTf,BLE WARNING PATTERN (SEE DETAIL) SIDEWALK·- ~ . . \p:.-'I .,c,..·_i CEMENT CONCRETE --~-~- SIDEWALK RAMr 1 A. /,/ CROSSvV/il.~ SEE NOTE 1 \ I S DEWALK RAMP TYPEj 1 A / LAYOUT 1 / N.T.S. 4' -O" MIN. 6' -o" MIN. =i <( 3' (/) (/) 0 (Y 0 I-LAND11-.ic 1 · RAMP , --:. 0 ,j 6 ,, I 4" I l :t TOP OF ~/7 _:_~,_::; ·r:_.::;,_ :~...:y•:~·;_~=: ~~ ROADWAY SIDEWALK -DrC~T~-BI .WARNll''G/7 \ DEPRESSED F-TE ·· . ' : -CURB & GUTTER ~ATTERN SEE DETAIL)' (SEE NOTE .5) I , : / .SECTION A I t N.T.S, (, 6' -O' MIN, ----.. --- ' // '-------__ ./ vi I y TOP OF V~,:'.:,;> .. , .. ' . ,: ; . : ' .. ·1•·.'. X. ~~~"$",c--•--. . .. T~' ··-. / L CEMENr" CON.CRETE_/ /' iC::;,''1 ': SIDEVALK \1, CEMENT CONCRETE + CURB P, GUTTER VARlts /• \ <SEE NllTE 5) I , . \ . SECTION 81 • ~--=~:....-1 N.T.S. / I , RiGHT-Of'-WA'f' LINE • MATCH E.'X\STlr.G ORM:WAY ilAADE NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY BE Al'PROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY ANO NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPAl1SION JOINT LOCATED MID-\VID'IH. SEE SEC. 3.04. 2. SEE SEC. 3.01, CENE'.NT COMC!lffi DRIVEWAY 5" THICK 3. SEE SEC. 4.01 FOR SURFACING REQUli<EMENTS. SECTION A-A KING COUNTY PUBLIC WORKS K1NG COL;t-, TY, WASHINGTON I ___ _ CURB & GUTTER SECTION DRIVEWAY DWG. NO. NOTES 1. THE TYPE 1 A RAMP IS USED TO PROVIDE A.CCESS TO TWO CROSSWALKS ONI.Y WHEN IT IS INFEASIBLE TO PROVIDE A SEPARATE RAMP FOR EACH CROSSWALK. 2. LAYOUTS 1, 2, & 3 REQUIRE TWO (2) OF THIS BID ITEM: "CEMENT CONC. SIDE--WALK RAMP TYPE 18". THE BID ITEM DOES NOT INCLUDE THE ADJACENT CURB (OR CURB & GUTTER), OR SIDEWALi<. .3. RAMP SLOPES SHALL. NOT BE STEEPER THAN 12H: 1 V. 4. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. V / / M!H, A ',,,. • ... 0 7"'1' NOTES 1. A~ld pla:J1r,i,1 draff!:age ntn.11.·:tul'tlr,., juoa!.!Gn OOl\00 or t.:itlw.r obstrudlona·1n frorit cf ramp accar.u erooa. :2. Oetscteble warning pattem, ,riay m,. created by any rnnt~;.i-d !!if.rt wm achieve tt,:s truncated dome d!mi.:nski~ arm 6-ieclng a:oown. · .il, cum end m.rtt.er ishoor., soo the c~ Plar,s fur the (;.1.lf'b dasfgri lliP!JclHed. See std, Ptan F~t for w!t ®tails. 4. Soo Std. Plan F-3 for sidewalk tf.!lffl .i:4e.eement and data!@. 5. Ramp slopes shall not be $!&aper than 12N:1V. """·' ~"'" 111.l' $11(-' -·- 5. CURB &. GUTTER IS SHOWN, SEE THE CONTRACT PLANS FOR THE CUf,B DES!GN SPEC!FIED. SEE STANDARD PLAN l'-'I f'OR CURB DETAILS. SIDEWALK MW' TYPE 4A PUN 0 71~ 17hB· qj~ 1T;_-"~~.~. 6. SEE STANDARD PLAN F-3 FOi, SIDEWALK JOINT PLACEMENT AND DETAILS. 7. DETECTABLE WARNING PATTERNS MAY BE CREATED BY A~IY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SP/,CING SHOWN. , . ~ im:'11' w"'MIJ.l{;fl" l. .,,_ ..... ,, I ·-. l r--~" I "" -~.-----,,---.. o,cf'_,, ·-·f ... ~ ,. .. --· SUEGRAf:IE SI Cl~E 0.C2 i'T./l'T. '"''~" "'"~" "" NORI'H 11: E!IS'l SlDI:'. CF ROJ>O, Stt SEC, , a.OU NOTES: CRUS!-lED SU~ACINO TO/> COURSE 1-:y CRUSHEO SURFACING BASE C0Uf'l$E J ,I.DtJffi(lt!/1!. ffiE,(l"MF.N'f MAY at f1fQUJRW Ol'FENDING QI,'. SOIL ~UITIQNS. SEE Sf.:C. '>.(y,t 8l ~ CA"ftH BASl/'l lli 1,,'TQIW St.11/i!RS (m',)6 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE !I. ACTUAL SURF ACING DESIGN Fm ARTE!MLS AND COMMERCIAL ACCESS STREETS SHALL BE BASED ON SOILS AIJD TRAFFIC ANALYSIS PER SEC. 4.03. DESIGN FOR RESIDENTIAL. ACCESS SHALL BE IN ACCORDAflCE WITH SECS. 4.0i Ai'ID 4.02. 2. GRADES: MINIMUM 0.5% MAXIMUM SEE SECS. 2.02, 2.03, 2.04, AND 2.11. 3. SIDEWALKS SHALL BE 8 FT. WIDE IN BUSINESS DISTRICTS AND 6.S FT. WIDE ON ARTERIALS IF NEXT TO TRAFFIC LANE, 5 FT. WIDE IF NEXT TO PARKING OR BIKE LANE, OR BEHIND PLANTING STRIP SEE SECTION 3.02B. 4. FOR WIDTHS OF PAVEMENT, SHOULDER, AND RIGHT-OF-WAY, SEE SECS. 2.02, 2.0.3, AND 2.04. 5. FOR CLEARANCE OF UTILITY POLES SEE SEC. 8.02G AND DWG. NO. 5-001. 6. SEE CHAPTER 7 FOR CATCH BASIN Al,D STORM SEWER LOCATIONS. 7. SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMl':NTS. KING COUNTY PU8LIC WORKS KING COUNTY, WASHINGTON Vl RTICAL I ------------ #3 SAR EACH GORNl:'Jl __ ..--- ' FRAl,!FJ: /IND GRATE SEE sr.o. 7 .Q5 .AND WPUCA!!l.f owes. 12• RIS~I< SECT10N f'R_EGl'SY !l,liS£ SEl.'TIOtl (M&SUREIJOO f"J THE TO? OF THE ~E) CURB TYPE NOTc:S: ---·-··-·1--ROADWA Y DWG 1. --000022 I NO. _____j 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UflLESS OTHERWISE SHOWN ON PLANS OR flOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS, 2. AS AN ACCEPTABLE AL TERNA Tl VE TO i<EBAR, WELDED Wll<E FABRIC HAVING A MIN. AREA OF 0.12. SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PL,\CED IN K110CKOUTS. 3. All REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. Kl,OCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KflOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. fHE MAX. Dl:PTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'--0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECllON SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN f'RAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING fH WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH 3AS1NS IN PARKING LOTS REFER TO WSPOT/APWA STANDARD DWG. 81-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VER1ICAL EDGE OF CATCH BAS1i1 WALL. ----.~---~---------------------l BASIN TYPE 1 DWG, NO. 2-00.:, I I I NOTES: CEMENT CONC~ J SECTION© EXTRUDED ASPHALT OH CEMENT .CQNCRFT!;; ..Qll.RB. ~.5 CEMENT CONCRETE ROLLED CUR8 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. z. ROLL GUTTER TO MATCH POSITIVE SUPEf!ELEVATION. 3. $EE DRAWING NO. 1-006 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURS IF REQUIRED. TOP OF ROACM,l<W • • f!l.'EVATICIM 'l'RUNCATEO DOME$ (SEE' N0re 2) Ol!TfQTASLE WARNING.·· PA TI'EAN OE:TAJt. tsOMlmUC VIF!W SIDEWALK Mfi!I' '!Yl'll! 4A S'l'MDA.Rll l'I.AI\! !i"•lkl >l<l<ro CONFOAM -W CROl'IN SLOP!! Ofl (I.C\2 fT./FT. SHI!£!'' 1 Of 1 6HSIT CEM~NT_i;QJ'i.CllJ;J~ CURB & GUTTER i 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY i REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. · E SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. NG COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON ----·- CURB DETAILS ----- -~VIG 3-002 NO. ---- -,~~--~---- 4' CEMENT CONCRE:Tf.:- SJDEWilJ.K /It<[) RAM? ... ~. ;. :. ,~: •, SECTION A--A MATCH EXl,,"'TING 01! PROPOSi:D SURFACE ASPi-1.oJ..T CONCR'll!," NOTES: FOR WIDTHS OF SIDEWALK SEE SEC. 3.02. 2. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.02, 2.03, AND 2.04. 3. SHOULDER SHALL BE SIJRFACEO AS REQUIRED RY SECTIONS .3.07 Ar,o 4.01. IF PAVED, SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR .02 FT./FT. 4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001. 5. TRAMSITION RAMP SHALL BE TEXTURED BY IMPRINT OF MET AL GRID WITH 1/2" SPACING. I II I --------------..a ~ -· -t._L_j. !. i : I i I • I I i T I _ __l _ ___L__J!·~ L__!__ __ U} ...I < 1-- !JJ 0 Jg 1--(I) <( l=l w 00 _J 0 en (L :ei..:: I!) • 0 w ~ 00 1--Cl < m a::: < < 0 2l ~ 3: < I 0::: w ~ (f) Q ...... z ,--~ ~ .... I 0::: ..... z _J Ci I') IJ,J .<( I-ro 0::: U') ...... ~ 0 z < Q < 0 0::: 0 _c > O'. u, C! w O'. , < c3 z " C• u (') ' ASIAN AMERICA.N CONSTRUCTION INC . 9501 S. 207TH PL. KENT, WA 98031 206.4-78.0633 ~-------·-----... ..i DRAFTER: PG DESIGNER: PG PROJ. ENGR./SURV.: MXP DATE: /;)7-09-07 PROJECT NO.: 05294 (~7 SHEE1" "" OF 8 ------. ---·-----______!!t.1.i:~_ ----------------------------------------------·----------------------------------------r-·-----. § i SE 1/4 NF 1/4 SEC. C :": c_, I r;o 0 / (.') C ,_, c::: "' A ... DETETION: REQUIRED 13,540CF. PROPOSED 13,600Cl7 . W/, TER QUALITY: REQUIRED 3, 750CF. PROPOSED 10,200CF. 136' 11-------------------------------------------·---------·-------------------------·------ i --~, I I j I I I I I ' ! I I I I F"""'i"~~~~~"""'F""F""""'~!l """'"'""F'l~· 11 """'" ~I-~~-~ ¥"'\. 9,~~~~~""""F""""i'II·~,' ""="·-·aaj"""'I . -~rl ~"'f"ll """ff~ I\~~) I I 1· 1· I 1 ~r , I . 1 1 1 :;. ·-.. . .. I i • ' I p%i I j ' i I I ) I ' I ' ' I I r··-, I ( ·-\, I I I ! I I : ' I ' I ' I i ' ) I ! I I I I ' l /~N\ I I I ( 1><1] I I I I \1:: ... "1 ' ' I I I I I l I I I ' If*~ ! i (~) i I ! I I I i r1 ;.'.: ... , I .,. ! I ! ' i I i I • ' I I 15%! ' ' • I ' l I i I ' ' ' ... ' . . 32 ,TWF'. 23N ,RGE. / // FL~r I 25' 24"¢ SDMH W/SOLID /,.,.~ LOCKING LID 5E ,W.M. ·-----------"-1----·-H SOLID COVER MARKED "DRAIN" \',1TH B0l T LOCV,ING RING AND COVER RIM 100,05' 8" MIN 100 -YEAR DESIGN W.S. ·= 96.D' -SEE NOTE 10 AND 12 4" ELBOW, ORIFICE;;:1,11"¢ ELVE.=94.5' -----,,.. __ __...... SHEAR GATE 24"¢ SDMH w/:;ouD / LOCKING LID _, , 24"¢ SDMH W/SOLID .. LOCKING LID 1' SECTION OF PIPE ATTACHED BY -rr-+--GASKETED BAND TO ALLOW REMOVAL t RESTF:ICTOR PLATE W/ 0.57"o --ORIFICE SMOOTH ED(,E 88.5, 24" ACCESS MANHOLE W\ VANED GRATE: RIM 102.31 .-· -- 24" ACCESS MANHOLE [ W\VANED GRATE RIM 100. 75 PLAN VIEW SCALE: 1"~1 O' HORIZONTAL j PROPOSED GRADE -·---~.--· ---· 24" ,\CCES'.i MANHOLE W/ BOLT l.OCKIN'J RING AND COVER PER STANDARDS, SEE NOTE 2 RIM 100,05 96.5 ~:::L=-::L~=.::.-===-=--======_=-:::_===-~=---------===-=~~:::jL~=-=-=·==-=-====M~Ax=.=w=A=-,2ER~su~R=-F=A=cE;=::EL=E=v.===9;'6~.o===-=~~=-.:.=~-~-~--~~=~_::---==--=~---=--~-=----~~~~-~--- 4 :--:~t-o-RA-GE _____ ,__, __ ~r 1 --1 0.5' FREEBOARD 1, BOTTOM OF LIVE STORAGE ELEV. ~ 92.0 -·---. ---.-. --- l ___ , _§Q_TJQM 0[_'11'1@1 QU_!\~lI}'_S,TORAGE ELEV. = 89.Q__ t-.:1. AVF.RAGE srn,:;,~~STORAGE ====================== \0/ . I • <I" ,11, ,~ r . ', _.... ..f' -~ ~,> /' . ....... _______ ,, ~ "' ;f-/ 88.5 °" I oi1 1os· ----·--· V -·------------------··------------ SECTION 8 SCALE: 1"-10' HORIZONTAL SOALE: 1"-5' VERTICAL 8' FLOW RESTRICTOR SEE DETAIL THIS SHEET --- -- --- ,-r·---·----- ·- IL 5·e '~·-- I .. 88.5J iL. --· ---·- ELE'i. 90.0' _ .. -. ~ 5% I I -..J DETENTION VAULT I SECTION B SCALE: 1"-10' HORIZONTAL SCALE: 1"=5' VERTICAL FLOW RESTRICTOR NOTES: 1. PIPE S1ZES, INVERT ELEVA110NS, ORIFICE SIZES, OVERFLOW ELEVATIONS AND SLOPES; PER PUlNS. t s~ I :,~ 4J;;:: n,.~ Q~ O '; >-a,~ I fl~ ~'" ' 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL SE CONSTRUCTED IN ACCORDANCE WIJ---------~~-1 THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR SHAU. BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM, STMJLESS STEEL EXPANSION BOLTS QR EMBEDDrn 2" IN WALL. 5. THE RESTRICTOR SHALL BE FABRICTED FROM .060" ALUMINUM, PVC, CPE, OR HDPE PIPE PER THESE ENGlflEERING STANDARDS. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTiCTOR SHALL BE THE SAME DIAM. AS THE HORIZONTt\L OUTUC:T PIPE, \'IITH AN 8" MIN. DIAM . 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. SHEAR GATE IS VISIBLE FROM TOP. 8. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 10. MIJLTI .. QRIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 11. SHEAR GATE HANDLE SHALL BE ATTACHED TO L.~DDER/ STEP LOCATED \~THIN 24" ACCESS SECTION. I 12. IF NOTCHED WIER IS USED IN LIEU OF ELBOW, BAFFLE SHAL.L NOT OBSTRUCT ACCESS TO THE STRUCTURE. DETENTION VAULT NOTES: 1. BAFFLE WALL TO DIVIDE VAULT INTO rwo APPROXIMATELY EQUAL SIZE CELLS. 2, MIN!MUM ONE ACCESS MANHOLE PER CELL WITH AT LEAST ONE ACCESS PER 50' VAULT LE~IGTH OR V.1DTH. 3. PROVIDE WATER STOP AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS. PRE-CAST VAULTS SHALL HAVE APPROVED RUBBER GASKE r SYSTEM. 4. VAULT SHALL BE OESIGNED AND STAMPED BY A REGISTERED STRUCTURAL ENGINEER. Vft.ULT SHAI.L BE DESIGNED FOR HS-20 TRAfflC LOADINGS, MINIMUM. /l.LL METAL PARTS SHALL BE CORROSION RESISTANT. 5. PROVIDE LADDER RUNGS IMMEOIATEL Y ADJACENT TO ALL INLET/OUTLET PIPES. 6. ALL INLETS TO FIRST CELL .. 7. IF PROPOSED COVER IS GREATER THAN 8. 1', THEN IT MUST BE 2.5' MINIMUM AND ACCESS MUST BE 48" ECCENTRIC CONE SET OVER 24" DIAMETER ACCESS OPENING. , I h , I ! I I i • I . ······-······1·· . -· --1 i I I . w , 1 , • I ~ ! --~ ... L..I .. (/). ..J < I-w I-0 <( Jg w 00 -I en a.. z !.O ' 0 < ~ 00 1--...J O'.I a. ·< 0:: I-< 0 ::i:: 31:: ....I l-· :::c :) (0 ~ en <i .... z >' ..,... ~ -z .... I ,..,.. z: __J 0 I"') w < I-00 0:: z .,- ~ I:::! Lu 0 (:) f- I '-.) "' -" ' <(' ASIAN AMERICAN CONSTRUCTION INC. 9501' S. 207TH PL. --KENT, WA 98031 206.478.0633 DRAFTER: PG DESIGNER: PG PROJ. ENGR./SUR\/.: MXP DATE: 07-09-07 PROJECT NO.: 05294 SHEET CB OF 8 :n :1. I I I ' I '1 I .~. ~ l "'t <"E'('' ;:::, .J •• 4 I TVVF> .. , VV.M. MALHI SHORT PLAT • I 8' di l('.) I N.Ei9"47'211'jE· LCIT 7 S.F. LOT fl ~-·-~·--·--··---· -... ~ ----.---···-----·--· Lor ,, .. . ~,) ' • I 1,~t i •ll •:.·' I I LfJ I I 4,.7115 S.F. ' / / I / / / / I I -- LOT 4. -, i' I I \ R/W ------------"-~·-.. ·----·---4:?.' _R!(~~ r_ o~ wt:,Y ----.--·-----·---.. ________ J1_ --~-----------... .:10' F:IG;-rr _;)F _ W;\'( -·----·-·-----.. -·--·----------·-. ~-f 11 J 22' ,;;AVEME:n ::----··-·-·-"---·--~·---·-·-·--,----·-··----··---·--.. -·_ .. ,, _______ J 1-,,:;i:E'c "'[' . -··· .. ···-··-I 8' EX.lell'l1'G .. PAVEl1•IENi ----l----"'14' _l:XIS'ilrCC: P~Vcl/E\IT ____ 1 i 12' 01:DIGArlm,J r . . .. . . -· i ! I CP.USHED '].URf--,'~.CING BASE CCIUF6E 111.,. '' c·' T " B " 'f, i;J~ ,{} "'l"'lR"V'·1A""'£" ·11• R"''(' ""'1 ·1... ,.v,i v .. 1 ,..,(~1 oc; .t:. h 1f.)1 .:2'l 8 S.F. TEii! P ORA.l~ Y AREA. I n:~IPORAF,Y 18£:NCHMAl;,K EL. 9tt '18 --..," \ r--:-r!./ ' . 11, , : . ii i. ! '.' · 11 :·::·Ji .. . /1 ,j/ j " • ... 11 ;{I /;,' ., .,. cl·o· ' , -----Ji)'!' \;I • I l.1.J 0:) i:E l,0 .. ,-,,..,.~-"'""'""'"""""'""' .. ~"--~,•--..,_,.,,,...,.,.,.,.,.il>Uu,,.""...,. .. _,....,,.,.,J~,.-"''"''_..,.,,..,.,"'"""""'"'"""'t''"""'"'"""'"""'"...., ,' .. ' " •,;t ·,.-f. ' . ' ,. ,.-,~ ,. ' \ .I_. lslTE PF<:OJECT .. INFOfcM A llQN__ ---·----·--· _____ ____ _ __ _ ENGIN E:EIC: /SU F:Vl':YOP: APPLICANT / D[1/E:LOf'E:R TA:< PM!CEc i'JU~IBEi,: ZOl~INC: SCWER (k NA.HJ; G'.~0[)/l f1J,vl, 11-IC. 225?5 ~)E 64TH PL 1r266 iSSAOU;\r., W/:., ']802'/ ( 4.2'3) :3.'.3"'/~-/30(3.j HI\PINDE:R l.3AF'i_A 9.'jCJl 20 7H I f'I. 1::;fJ~l, 'iAA 9fVJ.:3': AMERICJ,J\J ASIAl\j cor~~)TPUCTICf.;i LLC. 9,.i01 2CTfH f'I._ K::'.NT, Vli'A gn,0-:r,·1 (206) 47e-.. ,O,S.3?) 322210590 ·1.-+ ·ta.::;·1 ·1 116 th SOOS Cl,[EI< UTILITY DISlHlCT 47,969 (I LEGAi •... DESC~11Pl1011\ -----·---------"--··---------·-·-----··" Tiff E.,\ST H11IF ()F TH[ l,CJ?TH HALF Or THE '30UTH l·1ALF 0> THE SOUTcl HAI..F or· i'HE SOLHl'[A:lT QUAfFU, OF THE j·JOcTflf:/\S" OUAF?iER F' SECTICN ]'~'., TCV,ii\lS·1il:i :i:: !\IOFtTH. :?i~JlGF 5 Eti.ST, \A.',P,i\., II\J 1<.li\~G COUNTY) WA;3.-!i['.JCTCi~.; FXC[l=•i-THE vv~=sT 3.47 FEET TH[PEOF. 8 fl,,SI S OF . 8 EA,.R.I N GS ..... ---···------·-·---.. -.. --·-··-·-.. ·---·-... _ SECTION !3P[A.KDOV\II'\ F'E1::: ~:'.OS g70G09()5,'3l A•:Cr:PTED TH[ E:E!;F,ING OF 114TH i\\/Ef,I')[ SEL. ~II: l'IAS[C ct, !vlOl'•.IUMIJHS 11,1 CA'.SE. El..E'/f\TION~; DAT!..,.\11 SHO\\N 01,; 2.0' CONT)UR II, TEF:VM.. T'1[ E:<F'ECTED IS [OIJ/,.L TO 1 /2 THE CONTOUI, !l~Ti:fiVI\L ·1 O' FOf, TH IS l"IW,l[CT. VLl,TIC:fa.L or, PLU:3 ACCIJ.::;:1\CY / \Ai~1US / I hi CJ VicfsTIC/\1. 0 LNCHl,PJi::, E:!(ISTS WI T'rllll I/'' fll' ,. C , ,.. I I ... C:., 1 .. GEN ER AL . NO TES_···-··--· ·-·-··-··· .. ~---··----·---·--'---.. --.. -------···· 2 4 THl'S SUli'VC( \VP.5 GOMFLE:TE) \!VITI· OUT Ei[,,[FIT Of' t, CUsfiEJIT TIRE i'!E:F'OHT. E/1,[lvlENf'.i il•IO OTHIH l::tlCU~IB[P,~~ICl:S l,IAY DIST ON THIS PnCPEPTY Tl-!A.T 1-\FE l•,J'OT S!-lCVi~.J H[l~tl:ON. il<ei'RU10[:,n11noN f'l1"1 THIS SUR\/Ei w.•.s A 'fCJTA:_ ~r:-kl'JON. FF(:)CE.DUF\F,S U':::E:O IN THIS ST,~,~JDARDS '.3EI HY W,i~C ,3-):~-·-l 30--CJ90, 3 ... -s[.CO\JJ ~~lk:Or~ su1,,vE: Y lvif:E r or, 'i'HE INFOf'!IViATIOl,I Oi·J rHiS MAP REPHESENTS \,1/.\Dl:: II\J G[I\IE_:~,:)\l. S[P TEivlPE]\ 20.'Y::1 AND CAI\! ONLY BE C(iNDITIOl,:S D:ISTil~C ,l,T TH1I.T fll1IE:. THE f~[SUL TS cm, ,]DU,,:o OF' SC' M.::.'!> ~!PL 352 i,::XC[Ef.J A SUP.VEr' 11,1Ui er, Tl:\ C UTILITIES 3flOWN ON THIS SUPv'EY .41:1: 13A:3EU Uf'O~.! ?\HOVI: DFWUN J 08!3E:(l"AT!Cil\1S /;iJD A'.:; .. BUil T F'i.J\~IS WH[HE !\Vt\lL/\13LE. N>TUAL I.OCATIUN,; (lF U~iDf:FGflOUJ\1[1 IJTIUTl[S iv!A.Y \IA,HY /11,!D iJllUTlfS IWT SHCWN or,J THIS SIJF<VE:Y :,iAf E/1:3T Oi·J THIS :31TF. t,LL MC~IUfAEtHS 1,10TEI). V/Ei~I: LOCAT[D uu1:<iNG TH!S SIJRV[Y' Ul'~L.ESS CTI-IERW!SE REVISl()f\J -i'' c-~-'"'''\ TH[ _0 "°""'"'_'"'_"'•·'"'"''""""-"'"'"'-~"'-""~--11t-·••-•-••--Wll.lO<l> ___ fl, ", J -e I """ ,,_r,.,,.,: __ ,..,.,..,,..,..,.,.;,.,..11,,....,..., .. """""~""""'""''"''"" t .. -... I-·· <( ·<(:: ••.• I ....... J 0 .• 'l t .. "'' I-· ll:: "'21" f·-· () . .. ~-(Jr.'. J:: ~. ·-l VJ (') a. ·-· """["' ),"" "''" ., i..1.l Cl! Or' f-·· ,c( i7i _ . .,. -·· ,&I,,, ""['"' ""'"'" ~,- ""' '"' ,...~~ •...• JI :J '111~'"' hJ ... n:: •-=: ,.;2 0 ... 'l1.I C() Ul ~l:"J • c:i !!,~ 00 ..... O') ,,,( ::r . ,. rr: ..,,llll> I··-!:j:ar, (0 " 'It"""' ··;,, ''t··-"-() ~--if"•~ .. ., 'i"' .. .-:: ... I'') L,w (0 ~ ,,~ ..... D 1y a: 1.,: 'JJ LiJ • Ct: fh' , .. I' i:,:;,' 'i -· ·< c, z. A:"'ilAN i~.NIEf~ICA:-.i Ci)NS':'RUCTlm,l 11\IC 9blJ\ S. 207TH F'L, l<EHT, ·/IA 980:,1 2{l(3. 4713. 0633 1 "'""'' ______ ,., ___ ,_,, ... ,~ ... --·-·"'""'"' Di,A,:TEr?: IVIES UE.SIGNcFI· NO .1_ ... '.···1', ·11e·nf·0 ! /.,\lE SE·-· SEC:TlQf,J I :\·o_J.\~(j[~\\~/L;:,\.,O\ 1/i;.c.o?'•! i --. ,';\,, ::;I l~.T . .S. ,.\ ..l GC1 iJ 5 lf]Ub . ~-ll>W''. PRO,J [NGR /SUHV.: '}i ~-. ~:.\ i , .. ,"' i,=. r"'Ot n{f-f DDES Di\Ti:: f3~'··151~··"·05 :/'I• ~-·····--"t// f,ai'•i'-" ,., .,. . . . '1(''(")5 ''i94 ·~.·. Ft.::,m,11:,. . ·. P .. l~(:).JECT NO.: "· J .. , --., .. · '. J ... ,, ... ,I)"'"'""'' .~ ·, ,:•J m~ m11;k,i u \ :.f, IN Cillll!! •· ;;l-11:ET l""' 1 OF .· 'I 'll /I -----.·---· ·L \., . r1r .J : , I u / ... ---·-'""""""'''-• .. •''"""'""'_,. .. , ......... _.,,.,,o ... l\ljlO.!EIIBla_, _____ ,,...,_ ... ~a ..... 11 ... ..,.,-.. .,., .... ,, ... ....,..,,.,111111e;;i,o _ _.,......,,,..,,•llU--OS--"-l"l'nl""-"'~--:-, ... ,"'i ... ____ ,_.,, __ I_U_llll'l'lli"' _________ l"lfl...,._ .. -......... , ... ,.ll', ....... ___ ,""""''""!'-"""'"_..._ .. ,.,,_ ... __ ,,.,.,_,...,..., ... ___ .. ____ .,,_/'l~llla>;UO'"'•-llU-lls'W-~,;oe-•t1•--11 .... ----·1!111)1 ___ ,, __ .,. ______ ill ... llll--lllllHI .. O-••-<illUl ..... ,., ..... -·;·llilll ___ .. ,.,.,,.__,.lll __ ..,,,__.y11 ___ ,,..., .. ll;!IIUll,U\ _____ , ___ ,'111l:la ________ .,..,...,.. .. 111,__ "'IR!"""'"'l---.-· .......... 1111.l"""'llJ .. Uljllla,llll!~W°", "-,.,_~,/ ---------------------------·--------------------·----·-------- I >- V, u j N ' GR/1.PHIC SCALE 10 20 I I 1 INCH ~ 20 FT. '/ c:.•-'Or,' _1 ,;;. - -'.-. i •j ', :, ' ) '• 40 I r ,i ,-,, ·,: /, .,, , .~ ' ' I ,;·'. 90.68' :e LOT 7 , __ , ___ , , 3,799 S.F. ' T~; ---· ---· --·--. ------·----- ' ·, NB9"39'12"E .--)":>_ 90.72' J -· ----------· --·----------------·1 I. }-.. . ,,, :i: 1, I , ALHI 4 NW 1 /4 SEC. ' ,TWP, 22N ,RGE. 5E , W.M. . ' ,• i ' . ' 1''"· \/ '\ \ I ' ' \ '• ~ROP6SE:c<oETEN110N/WET VAULT .,~' ,' ' . . . "fRACf 1•s» STORMWATER &; REC. AREA --------7 ,·817 S.F. PI,OP6SED ·STORM DRAIN LINE l----,--------·-···-----···--·-··---1 I• N89,_·3~9~'1=2~"E~-----c----1~. 90.75' ,, ---------------~-~ ' .. i' I "' I l "' ~I :; LOT 5 3,801 S.F. N89'39'12"E 90. 79' I .1 , i 1-------·------·· -------~ ---~--------1 I I LOT 4 3,803 S.F. L -·------~----· ----·------ 90.82' I ·. . I • :r l!i'i'i1 :or. C, LOT :; 0 . 4,606 S.F. '1 ~ --------+ --"" --· - i lPROPOSED 'r I ·. I ! SANITARY SEWF;R LINE I Lei ·I ,,-., I '...l __ m -. , .. ,; P,[ri i .• . Ii) I . : r · r-· I ~, [8., , O · -1 .. , 'I . .z: I LOT 2, ·. 4,732 S.F .. IW ' : O') .. I Q i,r') ; 1o ~ I ,-!l) < r-co .---o 1.z I I I. ' I I I I \.I ' I I LOT 1 4,732 S.F. i I_ -----------' I ... --... ·-· ---,_ ··. SSMH (TYP.) \! 1-:1..., I "! ' L.'1 ' 00 ! /1 -' 0 A 'i_2' .. 55,02".. '-~ 1--...;.,.,,._-_. _____ 5_.5._',Q-' 2_'.,..L_. -----! #...;.;J.; .... ....;,;.,...;...;;.·;;.··~·::L~cr.;;;:.'-'~,--'"'-~ .... """";.....;;.;.;;=;;.,;;.;;;,;;:;;;=;;;,;;;;~ .... --::""'."."-~'~~- \_ . ' ' \ , :: ;i]' , PROPOSED FIRE HYDRANT PROJECT INFORMATION ENGINEER/SURVEYOR: PROPERTY owr,ER: -----------------·-- GEODA TUM, INC. 22525 SE 64 TH PL #266 ISSAQUAH, WI'. 98027 ( 425) 837-8053 HARINDER BAPLA '_.') ( ' -/ ! '., / '. ' I _.· ' ,.-· I I I I 't ,, .. --~ I , " I t: w > <: ,, , I ') ... · I ' / ''.-, ;' v1c1~11·y MAF' NTS LEGAL DESCRIPTION THE EAST HALF OF THE l•WRTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER or· THE NORTHEAST QUARTER F SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.; EXCEPT THE WEST 347 FE:ET THEREOF. _BASIS OF BEARINGS SECTION BREAKDOWN PER ROS: 8706090587 ACCEPTED THE BEARING OF 114TH A VENUE SEL NE BASED ON FOUND MONUMENTS it, CASE. KEY _NOTES __________ & WATER METER & UTILITY POLE ~\ WATER VALVE ~ ELECTRICAL METER bi FIRE HYDRANT & GAS METER ffi ASPHALT ~ FLOWLINE /5\ GRAVEL ~\ 12" REINFORCED CONCRETE PIPE ,~ I~ CONCRETE A CHAIN LINK FE~ICE & WOOD DECK ~ WOOD FENCE & ROOF OVERHANG A TELEF'HONE RISER GENERAL NOTES ·-------------·-' ------- 1. THIS SURVEY WAS CCMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBERANCES Mi\Y EXIST ON THIS PROf"ERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A :l-SECOND NIKON NPL 352 TOTAL STATION, PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 3.32-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN SEPTEMBER 2005 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4, UTILITIES SHOWt, ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS A~ID t,S-BUIL T PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY /\~ID UTILITIES NOT SHOWN ON THIS SURVEY MAY EX!ST ON THIS SITE. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, . LEGEND --·------·-----------·---·--',----- INDEX CONTOURS -· 10' INTERVALS INTERMEDIATE CONTOURS -2' INTERVALS CONIFEROUS TREE (LABELED WITH CALIPER) DECIDUOUS TREE (LABELED WITH CALIPER) '· '· \ DECIDUOUS MUL,T!-TRUl~K TREE (LABELED WITH CALIPE'RS) OVERHEAD ELECTRICAL UNES SANllARY SEWER LINES (PER AS-BUILT INFO) WATER LINES (PER AS-BUil T INFO) STORM SEWER LINES (PER AS-BUil T INFO) I f- ' ef a _J 0. <ii 5 }i1 i8 I=! ! 6 < i ..- 0 i I i o; ~- n ' r-------·- I r-I- <( < w ..J ro ...J ll. II) CL IO I-' 0 n: w 00 r 0 ;z. > m et: J: < < ...J ~ 0 VJ a.. ~ ::r: )-~ ID 0:: ,, U') ..-z < U'.l ,,,.. ~ -z: 'F" :t --:I!: ..... z ...J ::::l I') w 00 0::: <( w ,,,_ ~ 0:: n. 0 L._j > ,v 9501 S. 207TH PL KENT, WA 98031 J)NT9LIR INTERVAL -·, \ oC 0 '."'. I I APPLICANT / DEVELOPER: AMERICAN ASIAl'I CONSTRUCTION, LLC. , ,g 9501 S. 207TH Pl ll-",'-~---0-"'=----""""I KENT, WA 98031 EL.EVA TIONS SHOWN ON THIS DRAWING 11.RE ON AN ASSUMED DATUM. A?IAN AMERICAN CONSTRUCTION INC. (206) 478-0633 \ 9501 S. 207TH PL " 2.0' CONTOUR INTEF<VAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL \, KENT, WA 980.31 TAX PARCEL NUMBER: 32230590"i4 TO 1/2 THE CONTOUR INTERVAL OR PLUS/ lvllNUS 1.0' FOR THIS PRO,JECJ. '•,. zos .... · .. 478 _0633 ,rJJI/N._ I/.."'.'.~-.'.~,,..! PRO,JECT ADDRESS: 18311 -116th Ave SE, Renton, WA 98058 ['~\;) L~ (r] i~ ~ [~ I [)') t"'D-R=A-F=T=E,..R:,,.'\""'"'"'G-A-B=B=A-S-~--1·-& ,.,...,,... : 1 .: --JAN i 2 20D~ L_/ DESIGNER: • .. ,.Gf"'"AS ~ ZONING: R---·8·--SO ., \'"'"'" " PROJ. ENGR./SLJRV.: TWH 0 SEWER & WATER: SOOS CREEK UTILITY DISTRICT KC, CUJ.E,S. ·, 7 DATE: 01-'10-06 /""' i PARCEL ACREAGE: 47,969 SF (1.1 ACRES) L_ <·.·> 6 ..... s-_-,,.· ·.o o·_. 0 ~-·-BCEAFLOLR.i .. 8 YOHU0 u0R1SG PROJECT NO.: 2005-294! //:.\, J l '\Y ·,-aoo-=424-5555 SHEET c1 OF 1 r :i1 1 ;'L----------~--------------------------~--------,------,~-·=-----~-·-·--.. -----~~------------~----------------------~---···-----------------------""""'---------~-j ___ ~- ------·----------~----l -----------------·------- -------------------------------·· -----------------------------------------------------------------------~--.__ -----------------------------------' --------- -----------------------------------------------------------------------------------------------------------------NE 32-23-05 -------------------------------------· . ---------------------------------------------------------------------------------------. ---------------------------------------------' --------------------------FILE COPY ,·------------------------------------------------ II I KING COUNTY DEPT. of ASSESSMENTS :313cl\l s~ 3.02 AS ... I< ~2-2l-02 S1. ' 'I I· I ! 49. ,n I ! ------------ ' AOS~O SF ... ' ', ' ' .as +/· S2032905110 ~80739 ' . I s I l8 l,68 ... ------~~ 2.31 - 9J.E;8 .,,. -.. ,. ' ' ~' f0872 SF I 6B AC ""' O.B7 Al. .. ,, ! ' e I ! 63060: SF 1.45 AC "" -' ---· ----------------Street Cont~--------------------~~~~~~-~!~~----------________ Rights of We.y _______ ···--- Plat I_ 2369@ 'o ' ,W l(C-91"1~4031 ,1 86080~:131 1+8~ The information lnc::luded c,n thls miJi hn been compHed by King County staff from• variety of sources and is •ubji!Gt to change without notice. King Coonty meku no representations 01 ~errantlH. expraes or implied, u to accuracy, complateneU. tlmelinees, ,,.,. rights to use of such Information. King County shell not be liable for lily general, special, incirect, incidental, or eonnquli!ntial damag&-!ncluding, but not limited to, lost revenues or lost profit, l'ff!Jltlng trcm l;he uae or misuse of the Information co~nsd on this map. Any aalu _of this ma~ or Information on thi• map is prohibited except by written permt6iion of King County. 3,6~ AC [57, 74~ S ~ ~··ssc-J~""~, ,_ " . . ~ °" '' .... ~j I ' I I ' 1· ' 1~~60 s --,"'" ,, / I 'rill' P.'\ ,,,,I'll ---- .f:.,-.~' <o~"' '315 ... ' KC124 Q "' Scale 1:1200 (1" 100') Plotted October 10, 2001 6044 ,a"j'/ g ' . ~ 8111~" 9 N ---2-4~ • • " . ,• ~; ,- Tl'I.C,~"'-"~5BO; 55,11 -~ " e: " ' ;:~'8F"··.-fh- ' ,,-'.( . ..~. g %.,"E.oso s ii3-f'~ " 513')10 ~4&1 s:i ~ , , R 5~5 .!,_ ~.., -,,~OSF, ~1-, llm ·~ i!l! ,,, in ;: ·,f!~l f;:;• # ~ 4;.t~ ., 1i~.., -~ "'· .... ~~,;;t,'S'527 s~ 603~ , ._a. , 09J ~'" 322305 KC SP C!77114 REV· 780412:0887 ! ' z KCLLA S91L0057 9407260!:iici.63 AC ... " ' ,, -' i ~~2 -s. LN, ~ 3a32·-s 1/1:' E 1/2-! D .83 ~ "" ,. a, a1 ... 0.20 AJ;, "' - 0 .2:l A "" ~ ~m~--~a1c---,------___________ ,_-__ ~ "~7'1,. , llE, 17iTH FL ' 30/ 1 ! <:.WA ... .. 0. !S C .!"' ,19 A ,,., < • " ' S4 AC( .. i !BB._ -~·C,----'N 69-23•66 ~ -154.!l'h ' "- ' • ... ""' --' 13JS!l F "" 5 _:s-~o 36 E 1B6, 0~ IP ' '°' ... . "' ,, 36 I ' 2 ml ·-ffl.. A • " .i 619660 i ~ (C.SP. 07~8 '' •;, ""~ 7712.22.00U s LOT1 ~- 61966, 4 NO VOL.41i ... ' ' ' 7 -, • " ' ' ' '"' ... ft 7801270S82 , ,,,, _ ---·-___ LOTZ ' I• I~ ... "" S 89 i;.:l 42 E-588~ 792 ,,_ ' "" 8.E, IIOTH 8T ' -- - ' . -' ' ,;;f ii! '{.& ' 837B s~ ... 1,i" ,,,i,;,', ffl '> ISBOQ S ---0021 2 ~g:st)· 193,BO 123.57 --- " ' 1------- 155~0 "" --, 1-•Jil --.,~,OOlO ... ...JC.-1/i.--'-...1---""'-.J.--•°"'..;_1.. __ -_..Jl_,_,lli-,-.... _J,.,a-... ""° -~··~,-"if : i JO t~ · . rn = S.E. 182ND ST ~ , cots OOlO -· -... -- ~ 89-17-!9 E ~64.93 1i! ---· KCBLAL.OiLooae ------• g. 890610 ----------··-· ---~ - ' ' 25505 SF ... Short Plat Paroel Lot Easement ----------------------------------------------------------------·-------------------- 177B7 SF ..,, ""' ' ! "'·' "' -OIXI -- '" -· KCBLA L01L0017 40:781* "" 20010806990013 Lt.Al EIS06040 \ ~ ?!I: ~1 SF 1 t\4542 ... !:.25 AC ... ~SF'. -l' 1--->,, \ ' ' ? ' ' , ------------• • ,,,<fl i ,;g;,...,0 b o.ao AC ... . -• ' -I -t-200.._.?0416800003 ~ 322306 1. 3~ AC ... ·" !.99 AC ... ' . """ -- .37 AC o "" 1.IG AC ... ' .4i ~c i!' "" ,41> AC al "" • 619720 -- • 619720 KCSP ~,?.1197 M. 781~99 7 LOT1 -- • " '------'·m·•"•w...· " "' • " ,..-.., ........... -.. --'"- JC! ""' " __ -----------~-•""Y~'!'.8'___________ ___ _ -~~-------_______L:::J Paro_•'.~'"'.""-~"'---__ _ _______ J '.J .... ~~·~~~-~~-"""':' . _ --------------------------------------· ---------------------------------·---------------I \ ,_.,/ ~,,,-·· ~<, ) . /~r ~ L06S0006 ------------~-------------------------------------------------· ® KING COUNTY DEPARTMENT of ASSESSMENTS ---·---------·----------------------·----- The informetior1 indudad on this map has been compiled by King County staff from a variety of sc,urcea and is subject to change without notice. King Coun~, mE1keS no representations or warranties, express or implied, as to accuracy, complet~ ness, timeliness, or rights to use cf such lnforrnation. King County shall riot be liable for any general, specal, indirect, incidental, or c()nseq_uantial damages incltJding, but not limited to. lost revenues or lc,st pmfrts resulting from the use or miaJse of the lnformatlon contained on this map, Any sales of this map or Information on this map is prohibiited except by written permission of King County, -. __ ,,_ CONTROL MAJOR CONTROL MINOR FUGHTOFWAY PLAT ' • --·------- ----------------·-- SHORT PLAT PARCEL ORIGINAL f'l,.RCEL EASEMEM' SURVEYILEGAL HVDRO CITY 80UNDARY Parcel eoundery Platted Major BaunQary _____ ,, ___ _ • ---------------------------------------________ . _______ ,. _____ _ SW 33-23-05 FILE COPY + I I I KC 129 Scale 1:1200 (1" = 100') I I May 27, 2004 /2-~ -04 ;-,_/ /, .27 ..?. I I o,t ij&//6 "' "" "" iO, ,~ e t :;i; l!j ;: i~ i~";i>:l-------I ,-1:l AC fe "" ' 2095'.• C - ! , . -"~TH~ 'ES"tjff\N C ~ROEN , TJV ~TS )IV. NO. 6 ji1 ~4C-~ • 3iOM · - 0002 .r 42300 5 "" 1 ,, l,i ~ 5. 17 ,\c I -I 1L06S0006 I I I I ; g ----·-------· -- 1 C -; u,, .u, S 56 0 ., 3~ ~c .. , ' C,33 1~ eom m -------··---'-- ~' ---··---·--- 7 9~ AC .... l.;5 AG .., ' g ~ ~ ~ ' ' : ' l )5105 5 """ ' • ' 4 : 788~ SF ""' ' " " 1.0'. AC ... s.e.1S4TI-I, ST, 2 ,. ' 7 '.~· ~~B. 7! 205841' "'" ' !. 11 SF ""' ' >sa •.. -- 619780 11'.CSP !_177121 ,,d 'tbr1 PC _on-.+r 2 20530 ,; "" AF7S1127111lil ,, ~~ 2J53C s 0222 1.rm AC - 9. 7l ' -- 619780 -'" 0.s;,~ \2cgo SF .., • S37CO SC ,. "" " _., ~ ,;.u ~ i'i5 z II[ l """1.g1 ~c ,., • t"':--------,,.,,m"''_""_"--_ """'--,-----'""JZ.'!T,.,,,,. __ . __ ;,:_.fi ~ 7. ~~. ~~ ~27.87 'i' ~ .; LOT 2 KC.SP. 1181061 8302~8&7 LOf'V° "' ~'.7H I-----~ la, ' ------------0'2J55""" 24' RD. ESMT . ' . ' ' • 8690 S "" '. .l:8 AC "" ' 1 0'. AC ... '' ' "" ·2· .r '" 2~~00 SF .. 7" 0262 ~TC-2 619780 ~ LCITC-1 I.OT 8-.l NORTfNVESTERN l..«,RC.il\l{ TRACTS DIV. N.Q:' ~ mas i ""' s ffl :4·47 E ;o 13306 f "" 00 · '8 .07 " LOTB-1 KC LLA I S91L0199 ',9 ., _ _,_ "0~71 SF '·"'" Ol7II ,_ ' ~as.3l es ,OTAi, iJ, ~fi? 30j0967 27S!J7 "" •• ..l.04 ·'" C ' 1.02 SF , . ., ,, 4 • ' ' ! ' 7 HC57 ; " a ~C0'.1 S ' ,, ' 9000 S ,--0154 ? .4 . ,. . ,, l\~32 s, "" ---.---- ' ' 11S92 ' "" • 4J. 70; ,? 0ff' ' 22~76 ~F w @+1 D ~ • . '.1147 q '-... ~ 11147 S J ... :A· .8B .75 4 lop xfZ,J· I] ! 1 L __ ' • '" R <cJJ: :g ~ :57~0 s~ I I .. _____ _. --"''--;'":':..-J....l'~'--<' « 7 g (' ~ ,/:"i:, "" ,,, 3r,oj:> SF,r. ri, 01i!1 .'. CJ 2M02 SFlil nco s 1aa. • '5 01fl3 • • 01!!0 s.e. 188TH 8T ~6. -- ' ! !.'.O A 0021 - 619840 aooo s~ "" ' -' 1. JI ' "64. --0020 ""' - 4-·~s r 164.7 WI!~ "" A~_a"[ <~(<.B' NORTHWEST j ~ GARDEN TRACTS DIV. IC . 4 \IOL.41•74 ··-o. -7 o~o .. 4 ' 2.04 A ~ I' "" - t1 ~9 , ' ! ,, ' ! i ' ..• l'i4.AB '"" - ' ' '"" ,0 - • .5J 75 ---- 0 1<' LLA ,J)91L0119 /0 FT 02 ~l "'" -. - ""' /4 bd "p 0Jl rr . ' 2324B SF r--' 4 • • 2.11 A ""' 1 2, 1G AC ""' :,n ' I ' • ' ' ', • • - """' TRANS. LN. ESMT • -- "'" " 619960 S4COO SF - ' ' • jJ380 1 ·" 00W ' I I • "- ~[]Qi,() SF . " C C -w; 1 C ' 49500 S .1• AC ""' " NO$THWEST RN GARD l:N 0~'-" TRACTS DIV. JO. 6 ' "' 7 S.E. 188TH ST • pj> B \313.B; 3 . ' I r ' i,7"1 A "" "' . - ,. ----- ' I I 2.8~ A~ ""' ' 0 I ··' TRANS LN. 60' ESMT 'I< •• ~asen29 __ 'tlllif.---"' ESf,fr. 30' RANS. LN. I ee ---. ... ,, ' ' 14~. ,- 10~96 S ... l2l37 E ... ' • ' '' l w: KC. 2,i ~i ki zi iu• 1~ c!093 SF "°"' ~ B"-3~-39 E 576l/ :0 I. 32 ,c OI» LLA. L94L009 ' ' i 1.0" ;a i jj6Bl3f 1 '7,'5D SF ' ' ~ r~ 14G00 srl ~, -819900 --i ~ «Kif i ~ AC tf/ffl'fHWE•,iE'i$ GA! DEiW"" -",, '°' • $AC,]$ DI '-NQ;,;5 , ., ; "! --a4-«<> c-,? ~ 554 :• VO :7.90 c, ,/ ):> '-. ' t ,. ________ ._4;? ____ arm -------2-!0~~ii"~sz \ cr.n,7_! 30' IN3,E5S 1/, E ESE Q~ ~F 1 -~~ ~r • """ ' . 0 -, ' ' -"' l5E00 SF .. , - ,,, 1'''l -- ' ' J23S7 S" OHO .. ·- . -- 253~0 BF "" "" j, 91 AC "' 1<1-T 'JO E 1)125 I H" _,'!fl' • ! ' ' ' ' 0 ~ 21600 ~f 1eood sF ""' i 157"G 4.' ~ ,-~ ,, I "" .192ND ST 1710011 :·o~w aF 2.53 AC •• I I -------------___ --------------------\~~s12s1~ -~~· S.E.19:l:ND ST ____ --____ --------_ :.l ,...--024911,a s.e.1a2No.ST. ------------\ Ei9"-3~-54 ~---·"~--------- e._i:, 192ND. ST, ,,~i-.::;--~-~--;·;--:;<;;·--:.;;-~-~-~-~-.,,~;-oi:-~J'',;-~-.::;;f--,,· o!""-r---._. ,;.,:.~ __ ;;;;:.;.;,.,,~,.,,-,,---,,,:,,,--T--"",---f"!r-.r ... --,,1!"----"T-------{ROBERT MCL 1/Il..LE !}O. NO. 1: 19, EST. 2-!5-17) r _ , " 3·.1.-~A 1; ,u, .2(; ,,_ A,'·.· 1 \S, "' Sc •• • 0 0 "" C 0, 1' ,S ' ,/:ia, 1 .~ ~ ~ ~I I ~) I ~-----·------ 78032.10871 10,;.~, ='"·~! I /~~~~ ,, ! ""' --------- ------------------------ I I I '',_ \ -7 .. I I ' ,, \\f 1% 1t { I ' . ' I I ' \ I I ' .\ I I \ \ 5.1C /, ... I ' I I I I '2.3"l •E2.39 ' . .. " 619900 KC '180828102B I ' I _\ ' \ I \ I ' ,, " '-· I' ' " I ' ' ' ' ' KC 7711221~ ~ I I I ' I I I I . I \ ' I ' I I "'" .. H~ .3•-·~~ .. , , . \ I I 5.24 A "" I I ' I ' ' I ' ' ' ' ! SP271!1113 I f ' ' I ' ' ' I 3 -'1 A•} .~.~i ' ' I ' I "'" : ' ! I ' I . 1.Ga ~F ~1 \ g \ \, \~ \~ I I "'" " LOT 2 1-' ' L.Or:t.-f 30C· ' :. i?S<\,H ll CIC S\, COi', . I ;I ~· \ f \ . ' ; i! I \ \ • ' I ' ' \ I ~\ _9'0 0 I ' I ' ' I ,or'!\ 1 V ~~'1-l. .. --___ "\ ________ ---· \ no' ' I, ' I I ' I I I I I I \ I I I ' I I ' ' \ \ I I ' I I \ ' ' \ ' 1/J.,----·---:;1---199gog2200~57 • 2~~~ -----;-m:23\ __ _ -------- K.C D.D.E.S . ------------ ,-------1 --------------------- ' ~-- 8 KING COUNTY DEPARTMENT of ASSESSMENTS -33 W ' -~· ~ w, .,.,. ~~:. ,' 4267aa ~1 ~.eo M: .,,, ' '" i-"-' I, a .4: ""' '°_.-----,1'._i e''.' ~ '.;: ' 1'~ 15000 SF 'i\ .., -I ' I ! ' I ' 2 ""' ' ... .. ' ' -~--;---€ ~300.6~> 6.16 563590 MORGAN COURT ~:\'~o =~ 1 w.. \~~~r~"t,q*- PHAe'E 3 WL 114 I 4~ "" ~I~~: ~1·~-----~-·.·r·.-------1 ""' 3.46 ~ :;I, ' *1I ! I + ! ~ ti ·1 I l2 ,J','~2~· '/> ;,,,. ..... " ' " J ,J...:'" ~ ~ _.,) 4 g - . ·" <528.60> ----~""'=..J' 662340 2567Ct - • ----·-1 ::- 1sa~o ,., o~O I I ' I PANTHER ~'AKE o.e,. A~ ""' , J,1 AC "" -P ~ "%~<'" .2\ A "' 85 AC ... !l AC "" JI,{ ~ ,,,:;,..,~ "' 21 ~c .., B.E, 192ND. ST. --1>------~ ----------- 8.!. 192N0.8T . lhe information Included on this map hBS bMn compiled by King County ataff from a variety of sou roes and ia subject to change without notice. King County make• no reprasentatluna or W(lrranties, express or impll1d, as to mcQuracy, completeness. timellneA, ot rights to u,e, of such information. King County shall not be liable for any general, special, indirect, ltteidental, or consequential damages including, but not limited to, lost ravenu81 or lost profits resulting from the use or mieusa of the information contained on thit: map. Any sales of this map or inform,tion on this map la prohibitld except by written permiaaion of King County. ,, +'l:IJI -~ 4" ~Ii "' .,1 vi . ' ' oe2t1~: I ' ~----~ ~-- 77 , .... CONTROL MAJOR CONTROL MINOA IUOHTOFWAY PlAT ~ ~'ll, J' ~ ""~~p " .,., 322305 KCS,P#7-4040 LOT 3 •{+'-"'" 9117\0 ~ ~ viiA ~ 4 '.1 ~ 17~G~Oi ' 322305 Kr,SPSl40112 -,_ N ag-.,. -,'ff '"' 1. 26 AC "" -27 ~ .,, -,.'Jr om """ ,, ' Tfl':t " OPE~ AAEA ST AD 2 ', • ~ ~ ~~ • .... ~ "7'!::"\ ' SHORT PLAT PARCEL ORIGINAL PARCEL EASEMENT 3oi-30 ., "I ~I S, SURVEYJ\.EGAL HYDRO CITY BOUNDARY Ptrce! Boundary Platted Major Bot.indarv 20497 SF "" § ,I OED BY KCSP L9ES0017-SS0~269004 ' ! 1.QO AC "" ' - 14i2S "" !.~4 AC ""' e ! ' 0.49 AC" "" . ' " ! , " ' N + ' t --------- SE 32-23-05 KC126 Scale 1:1200 11" = 100') October 12, 2004 Rev. 12/9/04 • • "' "" ,41 AC ' ' .,, ''-------l ~t-- ;ii, '=SF, .. + ~ 1.36 A "' IO~~; ~!J-5S• I -2 - 0370 " 0.3~ "" om S90M015 "" ' ;,0. 24390 CF 17;, "" - 322305 Z ICC8P 281!!,14 810&1~5 ' LOT I 35100 SF 002<) Tfl~CTS ,, "" ~ :il -··------------------- --~..:sw n&~di.ii fflit",lff ---- ,-'r z~'\l.6S OJ \~ 1' <i1°"~s35 sR , ""' 1' ' - ' 2o043 SF ""' ; ----g ,,{ ~ 0~:e; 7500 S "" S.E,187THCT jg I; " 1'' ! ' i 8208189007 ' si LOi 4 Otal 1~54_ ' 4 31,~.Ja r • \ROBERf MCLVILI..E FlD. NO 1119, -""' ~, ~ 7055 S ""' ;,o . r,..#,~ co~'1Cm s~t·" lo -'.j:,>S' ' 7P.fE PAOPERTY TYPE II :l96Bl s, s ' ' i9BO SF 4~ \,•, o 1302~ SF ! om TA,Q . " ~B49i .. .,. :<.84 AC ... J.33 s ' i ' 1,0 AC Q07~ "" J----,-----=-t II 1.0S A "' \.__ __ -----------·· 7.96 AC "" C, 5 0.C i ""' " -----. ------·--------L----"'-'----..:::....J i ' ·11 ~9~7 (P.J ;oO 3s.21 iP; ' ES ;~~~5~1~~--;.-co-.-,;;;-~OL. ;.~--,-,·,-,-,-,-,·,·,-_;o-,---;~;~-.-,,-.; --__ . __ -.-:.:.!si~.43 ________ S,.E.,02ND,!I,_______&i',,-.. -.-.,-.----------_____ !:_ "' fill ' ~l o' M I ' ' ' \; ' ' ' : " ' ' ' FILE COPY ... ' ' s 4 • • 7 ' ! • ' le I;, ' ' e. ' ot" ;:,';P ,, "",,"".\.-, ,. ~,;; ,0~, 9760~ .,. • !1232f ' 11232+ ""' ' • i ' "'"" 181~Sf "'~ "" ~· " ~ ,.,0 •• ' "ti" ssg~,i,. 149 ~R 0044 /1,t U16JI "',P "" ~---------. -g----~ c;;'>" cjJ. " '>°"{" °'s,'' 1116M . 000, . ·-. --- 4 C ·~ ~ I,, I " ' • " , ' 0 0~~ • >f}P, • 1575 a--... ' 7 ,, • -~cf~,,. "',,> " ' ,, .. :ti ' .,, ! •' ,,, ~ 0~~ ; ,, ~ 0,,:"i~ " ' 192M,i> ... • • ---~~-49/l?~ ---.,_------- ' __ __J •. I 'I ,) ' I . ' " " ' I I . ','1 '.L :{ _, G'<1\PHIC ~:;CALE ·o o 10 20 -10 !1'lii~1-i•tiiiii ..... il"'"!~~ ...... ,,., •• ~ .... J 1 lt,:CH :::: 20 1::-T. ,,, '" i!~ 1~;; I , .. ..,._ I I I I §I , ..... ······ · · · · ··· ··· ·11.:,i; · -· ·· · ·· -·· -I 1 · · ·· · ·-s:s:ocl'-· ·· -·-· ---··· ~~o~o()' -~=----~····- ,_, ____ .. _" .... ""' ..... -..... -...~,-·,, .... ,, ..... -l<W.< . ...,.--.. -·-------,-·-.. -·,.. ........... -............ -.... ·'"' ___ ... _ ... 111 ....... -... ~-• I ,e2: F<IGHT oF WA! I :'.o' 1~1cr1 r c):0 v1r.d .. ~---·-··---·---------------··---~--~---------···-----· ---------------··-----·------·--------------·------.--~-"·"--·"'·--·-·---·-"·-----.. ·-----.. ---------------------.. -··-·--------------.. ·----... ~--·-.. ---------. ... r .. ----·-·---.. -----.. -·-------------------,--·-"'-·--~----·----------·---------------·----------.. --·--------------·--------· :2:~!' PiWE..'v1U,!T I 2 D[DICATION 4-•· CD,1UIT CONCflf:fE --------· --·----. .. --. -------··-·-·-----.. -·----~--·-----~-----·----·------------··--------,-,.! __ +'.. ··--~··· -··· L~'._J>,1;~111~c;-~'t:''E:~l:t1r_ .. _,L_ ... -.J.'.2:~.J~~1sr1~1G_£11'11~~E:~r_. ___ ._'" \/AFiE:S ADDITIO~l;\L TR[1ITMfl\rf i,t1/1Y 13[ REOUIHED DSf'c}JCilflC ON '3Gll .. CON)ITiOtJS. Cl:Z!.YS:r~f]) Sl.J~:FAClhlG BASE COLR;::E s1 I • c'p 'f11 11 t' "fLl I~ 1 ,'[:'' ("' E. ·-· ("' 1=· (' 1·1 () I\ J I\ ~.~~i.-,llE~-~j/ wl 11 J ~ \J [ •• , ,) ... .;:) -· . ' • ! ' ·· ,/'1, """" " < 'J ,,., ....... , .......... _,_,,.,, .. _,,,...,_,.,. ........ _ _.,, ... _,.,. ... , ___ , ____ ,,_.. ...... _ _._ .. ..,..,, ..... --.... --,, l I ' .. , ,-; ;•, t:• ~ITS F'J10JECT JNF'Ol;i:Ml:,.TION __ ·-............. --····---···-···--·-···-···· LN GiN EER/su1:zvEYO :~: f-.. 1\0JECT ADDf~E G: ODi\TUM. INC, ') ~: ~-, ·;., i.:> ,., 1::· 6 A Tl-·I p I Jf ') p, (:, <.-<'.., "'"' .. ).. '1 --JJ+-'''·' 15SAOUP,H, WP, 98027 . 'h') 13''• 1·-0-· ., (•1r.(.,) .. )!--,,:, O.J HMll~1D[I~ 8t"l'LA 9~10·1 S. ?07TH PL. KE}JTI V//'-!,, 9[3C.":\'1 N,.JEF,!C/\~i t'.::1;,,i~ C()l•JSTf''.tUCTIOl·i, LLC. 9:iOI S. 207TH PL. l<E:NTI W/1. \jBQ2;-1 ('.Z06) 47B·-0El.:_1J 322.:30590 ! 4 R---13···· SO SOOS C:~IJ:h U TUTY Dl~c'T?ICT IH[ [/IST HAIS CF ·,·Hie l·JORTH H,\1.F OF "l,E ~,OUTH Hi\'J OF THE SOUTI: H!\L.F CW Tf-'[ SOUTHl::1>sr QUARTl:R OF TH[ 1•iOF'.THic~ST :JU/\1':TEf, 1·· :1ECTIO\I :32. TOWl'lc1HII" 2j 1~0:~··}1, f(,'.i>,GI: 5 [f,,:,·c, N.M., l:\I l<IHG COIJf]T", 'i/.'\SHINGTCII~ .• ,:XCcf' r ]HE W[ST 347 H:l.T THEl,U)f, B ,~SI S .... O l"'_EIE Al'< IN GS ······-· ___ -····· ··-··---·--·-·-·-···· ...... . . ... . '::;[CTIOt,i BF~~:Af\DO\N1~ PFP POS: B7060S.i05i3/ /',,~CEFfED THC :![t,J<IHG OF '!'I •HI' 1\V[hlUE 'o[L ;.Jr: 81\S[D Obi FOi.iND lvlO~IUMEIHS l~I CASE. [l.!:\/i\TIUl'l'.3 SHDWl,I 0:\1 THIS DFU,.Wl,\G ,,If<!: rxi Ml ASSUMEU DA.TUM. ~· u· C()i'HCJUR I ~I TER \/AL .. ··}IE [XF":CHD \/[IHI C,\L Accur;: /\CY IS EQUA: ... 10 ·1/2 THE" COl·-nou~~ 11,1TE:~VAL cm PLUS / l\,1:[',~US ·1. c' For-:: TH! '3 F'.IF,u.::,JE C:T. NO \/[RTl'.:111 3d1CfihMr;i( CXIS rs WI THl'l 1 /2 HILL c lt,STl'":UMENTATIOI\' FOF1 fHl:3 SUP\/EY WAS A .3-;';ECOND 1,111,mJ ~lf'·t .. :\:\'.' TOT,i\l SlATIOl,L PPC1Cl:DUfffS U'.>ED 11,1 THl'i SU'"I/E:v MffT OF: E'XCEED ~;T,'\l'JDARDS SET f3Y W1~,.c :::,2)2:··-1.:S0--~090. 3. T.0 ,E: lfFO'cl\lATICfl OtJ THIS 1,1Af' Pl:F'FtE::;[NTS Tc'[ flE3Ui .• TS OF A Sc.lf':VEY i,IA[):': le.I :;EPTEf.AEll:f! :2,:,05 ,qi[) Cl'.tJ r)r,:_Y 8ic COl,SilEF1tD /,S 1,D'CATIIIG THE GHlf.Fi\l. CO:~DITiON'i E:<l'.3TING AT THAT TIME. 4. 1 . ..-'Tll..!TIE'::, ::.HOYVl'l (:;ii·~ -,T·JiS sur:?\/1::Y ,t,RE f:l,ll,S'.:]) UPOH r\80\/[ GHOUND oasEr?\i1.\TiON5; ,:\~,JD A~:l·-·EL.lil_T PL.i!d~s 1.,VHEl~E A.\/,4.llji-EJI..[. ,t,,CTUALS 1_.0C/\TICJr,,J'.:; OF U!'JDEF~C::F<CUND :.::'iliT![S h/iA.Y \/;\f<Y ~i.t'·,lD IJTILl-l'![~S NOT SHOWN m.J THIS RV!:( Mfa.Y [XIST Oil THI,; S:TE. ALL MOf\llH1IEfJTS WEl'<fc ,0:::1\TE) DUF:11,C THI'; SURVEY UI\U:::S CTl+Y:'Ni'i[ Non-:o, OCT O 5 rlJ06 Iii N.T.S. !!-~~---- ' . -~,.......,_-.,....,..,;,..,.,, __ ,._.. ..... ..,, ... ,,. .. __ , ___ .. ,.._j> ______ tt, __ l!lfim; __ IIS"""''"'"-"""""'""""'"" .. RtiJ-r,i--oll••"'a~-... --,:U~11m--.. _ .. __ l .. llllml ____ .. , __ ( _____ , ______ ~--AIOl"'W!I--Ol.._,,..., ... ~--~-·HII_.IM_-'"""'IJ _____ '!_!" _______ """"lll ... ,_.. _____ ..,._Ul•-••·--li-·"""------l..__-i~-'""-'-''_mil ... ___ ..,,_ .. , _ _... _ __,1"""'"'"'•-MI--Ol--ttJU:!ll'a'iU'I-I/Olll"''"' ..... "'',_,\til .... l..,...<._, __ ,,..,1111110-IO,l,...,.l ... --,L--.1\lll,1....,_ .... ,_.._l""-l"<"'""""'' '":Ji" ,,g~. ui::(~ , ..... 1 ~··-·· CL. ,cii'"' , .. )P ' '•• __ .Ji ~- ("' <:( J.. f.l~ c:i 1--· '2' ' .. Ct' '5 ,,( ,!ill .. , .-I ... O!". (") a ... ""'' Cl ::r i,; .. '"' VI ~! tfli >"'" <n '"'"'""" ,.n::: ·-r <( '"'"· .~ .. , .... ..:1 """,111• iie' ... •(( ..... , ... ..... ,lit!!~ <IJll',c,; :::i ,.,g., I.JC! ,ai::: Ct LiJ Vl • !LI..! > •( T r.: (0 'iii''"'" ,- ,- ·4-~ ,.,, co ,-· tn:J ~n c:i ti() Ol < . .. :!lllo '" .,. .jli, .. () g.,..,,.. -~, ,11..,,. L.1.J (Y. C! l,_J ·,., [E'.: '"' \f) ,,, U:'. ! " I· T ,, ~-°' _, u ::::: I(:· cl C1 ,,, 0 ,., .. ,-,rn111 ..... un,IIIN'1,,.,.,u;_u1«11•1!1G'""•..,ll<llllllU>"""""'i..,__,.,;,,. ASl/'N AMEl·,(1(/V;J cor~SlRUCTION !NC. 95,0·1 S. 207TH PL. 1<1::.1\JT, WA 9d031 206. 47fl.OE ~).,) D[S GMEI,: N 0 :.,Rr.·.\i. E~·"1c,n 1c.1J"'1· ..... 1-.;,r\./_J,r'i' .. TWH DATE: ,l:J·-151-{)6 1 f>I''' JE ... ,.,1 .. '·'O 2nt·)1"' ·,g, ''1 "·i,· ,,i,.. . " / ~·' .,.r·· ,<,• s:s, . SHE!:r ,t.1'1 '1 OF <1::r\l'\ 'I~· ( 'I t:/ ·/ ..... -.u .. tilfllll(Nlll"'OIDl'"'"""""''"n,, ..... ,, ... --,-~·~. P L A N T SCHEDULE as as as 7 5 13 ffi 32 e 7 15 17 48 8 57 8 21 $ needed I ',,, ,.,.;::,,.,; needed ~ " D . needed W:;:11J Botanical Common Name Size Remarks T R E E S: Acer griseum / PAPERBARK MAPLE min. 2-1/2" cal., single trunk Acer c. 'Queen Elizabeth'/ HEDGE MAPLE min. 3" cal. Cercis canadensis/ REDBUD min. 2" caL SHRUBS /GROUNDCOVERS: Corn us 'Elegantissima' / VARIGA TED flEDTWIG DOGWOOD min. 5 ster1,:; @ 36" llex c. 'Convexa' / BOXLEAF JAPANESE HOLLY min. 18" spr. -compact Juniperus s. 'Sky Rocket'/ UPRIGHT JUNIPER Myrica californica/ PACIFIC WAX MYRTLE Nandina d. 'Cornpacta' / HEAVENLY BAMBOO Potentilla f. 'Kobold' / SHRUBBY CINQUEFOIL Taxus b. "Repandens' / SPREADING YEW Thuja o. 'Emerald Green'/ ARBORVITAE Gaultheria shallon/ SALAL Mahonia repens / CREEPING MAHONIA Lawn min. s·o· hr,L min. 36" spt·., bushy min. 24" h,Jl. min. 15" spt., compact min. 21" spr., spreading form min. 6'0" hgt. 1 gal. at 18" o.c. 1 gal. @ 18" O.C. Pennisetum a. 'Hameln' / DWARF FOUNTAIN GRASS 1 gal. at 24" o.c. * Plant sizes are specified per the American Standard for Nursery Stock, Publicotion-May 2, 1986 sponsored by the American Association of Nurserymen, Inc. * If plant quantity shown on schedule conflicts with what is represented by syrnbol on Plan, the quantity represented by symbol shall be used. PLANTING/ PLAN NOTES: 1. Planting soil for shrubs/groundcovers shall be deemed as new topsoil/compost cultivated into existing prepared subgrade. Trees shall be pit planted with prepared planting holes being a minimum twice as wide as the rootball and ai: least nine inches (9") deeper. 2. Soil Preparation: Planting Beds: Determine/ attain shrub bed subgrade and cultivate to a minimum depth of ten inches (1 O"), clean/ remove all roc:ks, roots, debris over two inches in diameter. Lay a two inch (2") depth of Compost over entire bed and lill again to a minimum depth of ten inches (10") to incorporate Compost thoroughly into grc1de. Then lay a two inch lift of Compost and till again. New Lawn Areas: Same as above but use a three (3") depth of 'Winter Mix' topsoil for the first lift of amendment. 3. Fertilize all .installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended by Manufacturer. 4. Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. 5. Mulch all beds with a minimum 2 inch (2") depth of approved 'mulch'. Finish grade of mulch shall be 1" below adjacent hard surfaces and flush w:th lawn(s). 6. Rock Outcrops: Shall be igneous boulders or weathered granite with flat surfaces suitable for seating. Minimum dimensions shall be 24"x30"x30". Set rocks as directed by Landscape Architect @ 18-21" above finish grade. 7. Stake trees as directed by Landscape Architect. 8. Maintenance: Provide landscape maintenance immediately after planting and pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/ debris as required for healthy growth of plants for a period of not less than 30 doys. Lawn maintenance includes mowings (min. 2) and fertilization. 9. The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at rmy time. This includes but is not limited to size and condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. 10. Replacement of Plantings: Remove from site and replace with new planting, at Contractors expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. 11. Warranty: This Warranty shall include replacing and planting same size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect/abuse by Owners/others. All plants replaced shall be reinstated under plant guaranty conditions. SE 1/4 NE 1/4 SEC. 32 , TWP. 23N , RGE. SE , W.M. ,;,~, =1 c.:.- '.---,· I ! o I _, ,X l!) 00 6'0" SOLID FENCE ( typ.) Ii£ LOT 7 !l.l I~ ~1 /i\ 4,212 S.F. ~ / ! I/°'· I ': .... j,' ' ( __ ·/y~; I .,Ju.. I 'I "u L ______ 5' BSBL ______ j LOT 5 4,715 S.F. '------------------- 71.31' I 103.38 Ii) ' ' ' "'-.,,-I --.. I ·-i ·- / \ OVERALi PLAN:TING PLAN GENERAL NOTES: \ * Coordinate work with other trades as required. Deterrciine location of underground utilities and perform work in a manner which will avoid possible damoge. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. * Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building clean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors/trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work. - * Verify installation conditions as satisfactory to receive work. Do ~at install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth/contructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. IRRIGATION NOTES: * Automatic 'Spray' Irrigation System by Bidder Design. Design/ Installation to provide full and even coverage per best trade practices. Coordinate with General Contractor the size and location of the Irrigation Meter. Coordinate with General Contractor the provision of electrical service/ mounting of Automatic Controller. Sleeve under all pavement. Use Schedule 40 PVC for all lines. Provide an accurate, neat and legible 'As Built' record plan showing layout and locations of installed elements. I I " l,r ,, I ' ' 4'0" SPLIT\RAILi ,I\ FENCE ( typ:') i ,,~, 1-,I---·- 12' RIGHT OF WAY DEDICATION 10 J -s ' '1'' \ i I I II/ \ ')/; \Jn ' 1 IX 1/'i / --,-'( ,........,.., -.. / :11 -,--Ii ·-- r) 'j :' -w --w-ii1 (I) I ,_.,1 r I GRAPHIC SCALE 1.0 2.0 40 I 1 INCH • 20 FT. I i : l..!....,' w' ';cf > CC! < 2.ji' e::::: Ll...' I, n. f-' < lO i'. ' ' ' I I ' I I i ·' e.- ' ;~ j ·1 ) < ! ' 'I ·-- '] \ ,! 1, "! ' 'I I' \) f I ( I ·Tr ,• ••· ••··" ••-•••••·-·••••·••· """'" "'=·••· ~-~=~-, I J/1,:, Jr:' r,,.,,·,; 11\l/'\_:1 i /",Ji\"'-:: "-',UUi"4, I 1 , "'-"'""~ E/-\. TIC)N PL/\h1 ! £tnp1~:)(""'f\/,':.n i f ,.r ""'.,,, 1, -~IJ I l1.,.,;=,;:"'.r~ ,,,'JJ; .. 4.!_l'f~.'if-_ ... l I ·---··· ·-"~P,TE ---· . .J ~"·--,~"--~"·" ~·------~-------~~--~~--,~~-¥~~' l tz .• , .. l',·"JG' ,-'"'(~1; ;R1,·,--.1 1'11•1,;'1, ·~., ,--! J-"ft..JV,\c. ( 1 i-1(,,.-_· z·: ·~ ~ 1 U\f\JDSCi-\PE PL/\l\l I I A O r:q:;1 t;· \f>= "j ~ I ,f, . .,.~~ '·· 1 __ ,,, ! I ::;·.f) <;./11/6/? I , --------~-----~ ---,-,,-a_~-=-=~,-~~--" I i OATE I L.~~~-7------_ ~-·-··c ·=-~~-~·---·-- LR EVJ_S.ID.fii Glenn Takagi Landscape Architect 18550 Firlands Way N, Suite #102 Shoreline, WA 98133 (206) 542-6100 FAX: (2D6) 546-1128 N "' " I{) <D o_ o_ o_ "-o_ o_ .,: .,: .,: .,: .,: .,: " 0 " 'C ~ -I U) f-z w "' "' 0 u I U-" U-N "' "' "' .,: > > > > > f-w w w w w <fl O'. O'. O'. O'. Q'. " 0 N r0: " ,0 <D "' w w ~I w w f-f-f-f- N .,: .,: .,: .,: -0 0 0 0 CD 0 0 0 (J) CD 0 _J z '-.... n ~ C 0 Q:'. I-.J (J) f'.. a. 0 _J c:Cz ..Jo 0.. i= 00 <( W LO I-I.LI U) 0 (I) 00 a: a: > 0) 0~ <{ ..c <{ 5 :ca: +-' (D ~ ~ (l)C ,-z 0 z .,--f- c( ..--z -nw :c. CX) 0:::: ..JC, ..-- <C 3': I-:E z c( .J a. AMERICAN ASIAN CONSTRUCTION, INC. LLC 9501 So .. 207th PLACE KENT, 'WA 98031 DRAFlER: XXX DESIGNER: GT ISSUE DATE: 12.19.07 PROJECT NO.: XXX SHEET L1 OF 2 0 ~ 15 C/l w "' I!! I C> ii' :J .,: ii :,: (.) "' < c z < -' Cl < :,: .,: f- c5 ..: 0 0 "' 4 4 44 4 4 4 4 4 4 4 44 CHAINLOCK TIES -------, TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL.BE LONG ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. ~,---cc..D=E~Cl~D~U~O~U~S~T~R=E~E ~P_L_A_NT_I_N_G __ _ V NOT TO SCALE ROOTBA; L + 1 'o" U11ilf\l) ---B&B OR CONTAINERIZED SHRUB, TYP SET ALL PLANTS AT NURSERY LEVEL MIN 2" -3" DF MU~CH (PER SPECS) UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) 0 1-S.c.cH_;_;,R~U;_;:B;__P.:.;_LA_N_T_I N_G ______ _ NOT TO SCALE P=R LAr;JDSCA='E P.AN JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES ~--------------OVER 2:1 ,--------MIN 2."MULCH (PER SPECS) -------FINISH GRADE ~----TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL 8 GROUND COVER PLANTING NOT TO SCALE SE 1 / 4 NE 1 / 4 SEC. 32 , TWP. 23N , RGE. SE , W. M. -·---~-·-----~ )< ~~i®·~- ---=------ -"' -~-----~-~ ROCK OUTCROP (typ.) 3'0" DIAMETER GRASS- FREE MULCHED RINGS AROUND BASE OF TREES. (TYP.) LIMIT QF ON- RECR ATIONAL ARc.n-..__ (295 ~F.) \ \ - 4'0" WIDE CONCRETE WALK AND TERRACE. ··,.MEET PLAY AREA WALL FLUS!:-[, \ • :\~"' : " 'V "' -~ "' "' : "' : "' "' "' "' --~, ,, "' "' "' 'V 'V ~ "' "'·'<_ . -~ -~ "' "' "' 1' • 1 5 I ALLAN BLOCK SEGMENTAL l, RETAINING WALL-AB 'THREE''B!.,_OCK (TWO TALL) WITH CAP. COLOR-CHARCOAL. 1 :=~~ y c:~~~~RI; J~E M~~i~~ ~~i~~IN' ~"" ---~~,-1 ··) Q p '.). c-1. ' /:::____ (__) 1_.) " _ '"·l \/ ~~.:.:_ "' "' "' w 'V ~--~..'.'.:. ~-~_--\;:::;::--'::='-=;l~~~~~~c,-::_ ===J:·=··-~='F-='~o!;;=~a==i3'cc-"-""'--'-~~~=~r,· \ . "·· --r . ---11--I ' / -------':, I I ' i '! \i' ) ~ X le " I : ·' / i// .. / ./11.1· ... .---~/ ! :! ,, . ( r~ ' / r ' / rr 1 !I ,,_1_ .. __ ·-1 I ! I I I I I I ! I ' ' " 1·-- ' i· ----------/-c-----PLAY SURFACING OVER FIBARFELT , / 1 -/ ,,I _/ /@} .. ~ ~AsR1c , ~----+' ;-~->,-~------_ _,_0 _ 1 -~--i-B:~~;"'s+i--.=~-1 ___ -+-+-~ \ <if ii 0> I I I I j! I ,. i GRAPHIC SCALE RECREATION AREA DETAIL 5 --------0 5 10 20 (Total 2,959 s.f. of 5,479 s,f. Tract, 2,730 s.f. required-260 s.f. x 7) 1 INCH -10 FT. GENERAL NOTES: * Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. * Provide protection of all property, persons, wc,rk in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building clean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors/trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work. * Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth/contructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. * Local Play Equipment Representative for Playworld Systems: Northwest Playground Equipment, Inc., Issaquah, WA 98027, (800)7269194. During layout of Allan Block Play Area dimensions, Contractor shall verify Play Equipment field layout meets or exceeds Manufacturer's and Consumer Product Safety Standards recommendations ( to ensure adequate 'Safety Zones' distances and surfacing). * Adjust planting area finish grades surrounding Play Area as coordinated with Owner's Representative. is ;;; > w "' Glenn Takagi Landscape Architect 18550 Firlands Way N. 0.. <( " 0 sf ~ I ,n ,-z w ;::; :,: 0 'i "-'L ·> I- If> ,. 0 '° ,- t,.j .- Suite #102 Shoreline, WA 98133 (206) 542-6100 FAX: (206) 546-1128 N "' .,. "' 0.. 0. 0. 0. <( <( <( <( ' N S: .,. '!2 > > w w w w (l'. "' (l'. "' N "' .,. ,B w w w ,-,-,-,- <( <( <( <( 0 0 0 .o <O 0. <( ,g w "' <O w ,- <( 0 CD 0 0 0 en CD 0 _J z ~ <C n -s:i- ..J 0 I-O'.'. Q. en r-.. <C 0 z _J ..J 0 ll. -I-CXJ <C w L() I-(j) 0 I.LI CXJ a: Cl) 0) a: > 0 <( 0 I.LI <C ...c 5 ::c a: -I--' CD ..-~ u, Q ..-z 0 z ..-I- <C ..-z -rn w ::c CXJ n:::: C, .,-- ..J z <C -I- :E z <C ..J Q. AMERICAN ASIAN CONSTRUCTION, INC. LLC 9501 So. 207th PLACE KENT, WA 98031 DRAFTER: XXX DESIGNER: GT ISSUE DATE: 12.19.07 PROJECT NO.: XXX SH[ET L2 OF 2 f\~1 f-:>;.,\ '.•• ft,, k:O' ,,., ~ ... , to}:\ 0 !.\! "' "' If) "' "' lrh I!! :,: "' (,,,, i2 -' -' < I!! ::t: 0 "' < ci z <( -' 5 <( " ~ ci N '1.;1 ,..: j--iA a 0 0 "' P L A N T 7 13, EB 31 49 7 15 Q 17 48 8 53 @ 21 • as needed r · 1 as needed ~;;fd] D as needed !Blril min. 2-1 /2" cal., single trunk Acer c. 'Queen Elizabeth'/ HEDGE MAPLE min. 3" cal. Cercis canadensis/ REDBUD min. 2'" cal. S H .. R.U 8 S / G R O U N D C O VE R S : Cornus 'Elegantissima' / VARIGATED RED1WIG DOGWOOD min. 5 stems @ 36" llex c. 'Convexa' / BOXLEAF JAPANESE HOLLY min. '18" spr. -compact Juniperus s. 'Sky Rocket'/ UPRIGHT JUNIPER Myrica californica/ PACIFIC WAX MYRTLE Nandina d. 'Compacta' / HEAVENLY BAMBOO Potertiilo f. 'Kobold' / SHRUBBY CINQUEFOIL Taxus b. "Repandens' / SPREADING YEW Thujo o. 'Emerald Green'/ ARBORVITAE Gaultheda shcllon/ SALAL Mahonia repens / CREEPING MAHONIA Lawn min. 8'0" hgt. min. 36" spr., bushy min. 24" hgt. min. 15" spr., compact min. 21" spr., spreading form min. 6'0" hgt. 1 gal. at 18" o.c. 1 gal. @ 18" O.C. Penniseturn o. 'Hameln' / DWARF FOUNTAiN GRASS 1 gai. at 24" o.c. • Plant sizes are specified per the American Standard for Nursery Stock, Publication-Moy 2, 1986 sponsored by the American Associa\ion of Nurserymen, Inc. " If plont quantity shown on schedule conflicts with what is represented by symbol on Plan, the quantity represented by symbol shall be used. PLANTINGL PLAN NOTES; 1. Plcmti;;g soil for shrubs/groundcovers shall be deemed as new topsoil/compost cultivated into existing prepared subgrade. Trees shell be pit planted with prepared planting holes being a minimum twice os wide as the rootboll ond ot least nine inches (9") deeper. 2. Soil Preparation: Planting Beds: Determine/ attain shrub bed subgrade and cultivate to a minimum depth of ten inches (10"), clean/ remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2") depth of Compost over entire bed and till again to a minimum depth of ten inches (10") to incorporate Compost thoroughly into grade. Then lay a two inch lift of Compost and till again. New Lawn Areas: Same os above but use a three (3") depth of 'Winter Mix' topsoil for the first lift of amendment. 3. Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended by Manufoctt;rer. 4. Substitutions. or changes in materlrJls and placement shall be made only on the written change orders as agreed between Contract.or, Landscape Architect and Owner. 5. Mulch all beds with a minimum 2 inch (2") depth of approved 'mulch'. Finish grade of mulch shall be 1" below adjacent hard surfaces and flush with lawn(s). 6. Rock Outcrops: Shall be igneous boulders or weathered granite with fiat surfaces suitable for seating. Minimum dimensions shall be 24"x30"x30". Set rocks as directed by Landscape Architect @ 18-2'1" above finish grade. 7. Stake trees as directed by Landscape Architect. 8. Maintenanc<o: Provide landscape maintenance immedfately after planting and pruning, resetting of plants, restoring eroded areas,, adjustments to stoking and removal of weeds/debris as required for healthy growth af plants for a period of not less than 30 days. Lown maintenance includes mowings (min. 2) and fertilizQtion. 9. The Landscape Architect retains the right to inspect trees, shrubs and groundco'/er for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and cqndition of rootb,ills, root systems, insects, latent injuries and defects. Remove rejected material immediately from praject site. 10. Replacernent of Plantings: Remove from site and replace with new pion ting, at Contractors expense, an:, piont that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessC!ry steps to prevent similar demise of plant materials. 11. Warranty. This Worranty shall include replacing and planting same size and species of plant material shown on Drawlngs that is designated to be replaced by the Landscape Architect. Except for loss due to excessfvely severe climatolcgical conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect/abuse by Ownern/cthers. All plants replaced shall be reinstated under plant guaranty conditions. SE 1/4 NE SEC:. LOT 7 4,212 S.F. , TVVf:). 23N ,RGE. SE (TYP.) ·. '---" \ - , ::.. ____ '-_ --. _____ __,,_\+---SE. 183RD CT._~'~ ! , I ' ; 0 . if I C: I tH .,, i:) I "' ,I "' I 1 lo >< / \ LOT 6 3,967 ss, LOT 5 4,Y-15 S.F. \ I I I I I 5' BSBL I Gll!EBAL NQIES; ; ')''v,,, L ii L---·--·· -·--... _ ....... _ * Caordinote work with other t.rades cm required. Determine location of underground utilities and perform work in o manner which will ,Jvoid possible damage. Coordinate with Utilities Underground Locc1tion Center <md Owner for locations of existing underground utilities, etc. servicinq or routed through the ,iite, • • Provide pratection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfac®s frorn damages incurred arising from this work. The Contractar shall pay for any such damage at no additional cost to the Owner. • During construction, keep pavements, building clean. Protect site and adjacent properties from damage due to construction operations, operation.s by ather Contractors/trodes and trespassers. Unfinished and completed work shall be protected from damage by erosian or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Immediately notify Lcmdscope Architect in writing of any variance between plans and actual site, Landscape Architect hm, the rir,Jht to adjust the location of elements. Verify iayout with Landscape Architect prior to any installation work. * Verify installation conditions as satisfactory to receive work. Do not instoll any site elements. until any unsatisfactory conditions ore corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth/contructed elements, are encountered such ,is rubble fill, adverse conditions, or obstructions, notify Landscape Architect. • Automatic Irrigation System by Bidder Design. 1:' ' ! r I \ I ~ GRAPHIC SCALE 11) 20 I I J -----1 INCH w20 fl. I ' >c:1 '"'I ::;;-:_' cg: J J 'i j I ' 1 ! J ' ' 1 I 1 ! ) ' 1 STATE OF ,~----,, _______ _ Glenn 'Takagi Landscape Architect 18550 F!riands Way N. Suile#102 Shorellne,1 WA 98133 (206) 542-6100 FAX: (206) 546-'l 128 _Ju.. 0... 0.. 0.. Q.. ~. N ,,--;,r~- ·-·'-~. __::._)_ <( <i: _ I I i I > ~ "' "' "' I '° > > > > w LO w w w lw °' cc "' fr'. a'. "' ~- ' ' I w N "' -st i tO LO LU ! W le' I le' le' r' ,-I !- "' "' I "' "' "' "' 0 " 0 C) I 0 "' . ,---·-~- I I (fJ 0 0 0 IJ) r.o 0 _J '.... I") -tj- C) O::'. (f) w U) (J) > <( _c +.., CD ...-,- .,- .,.- rt] co -.- i ___ ,, ___ _ r--. 0 _J CJ() L() 0 co 01 <( 3: ~ z 0 I-z LL! n::: ! AMERICAN ASIAN 1 1 CONSTRUCTION, INC. LLC I 9501 So. 207th PLACE , KENT, WA 98031 DRAFTER: XXX DESIGNER: GT ) ISSUE DATE: 10.3.07 . XXX i PRO,JECT NO,: 0 ~ "' Ill w "' ~ i :1 i « l'l 0 "' "' d ~ ~ ~ ci SHEET L 1 OF 2 __ I L __ {J-7 M LL) &r i ------ --------------- CHAlNLOCK TIES ---- MIN. 1.5 x 1.5 IN. ~ APPROVED STAKE MA"f!:RIAL ·-·---· ----T _ 4 IN. HIGH EAR11-l SAUCER ALL STAKES SHALL BE DRIVEN OUTSIDE BEYOND EDGE OF ROOT BALL. THE EDGE OF THE ROOT !:JAL:'.~----=___,; .__r J~ _ 7 ~ --FINISH GRADE AMENDED BACKFILL -_ . ' -; i· ' I ,-, ~-PU\NT PIT 'MTH 16" -DEEP ROOT BARRIER , ,,·-, .' /\ •, " • • £ '/ , ANGLED SIDES (PLASTIC), /I AS REQUIRED (MIN. 4 0 ). ' " fi2,""'-·-· ROOT BALL S~T1/2"BELOWGRADE0NS1DETO, , , --·· I IFPLANTISSHIPPEDWITHAWIRE ee: PROTECTED. _J__:_.\---~~ ... ' ' .-/ T ~ ~CfKME Av1~tI? ... ~~T~~oloi~LL, COMPACTED AMENDED 81\CKFlU. ' , --~-1---Pw\CES AND FOLD DOWN 8 IN. INTO TAMP SOIL AROUND ROO~ BALL ,'", \,-s, J'/.• _·2 x r,OOTB,',cL I-PLANTING HOLE. SET TOP OF ROOT BASE FIRMLY Wint FOOT PRESSURE BALL FLUSH TO GRADE 1-2 IN. SO TI-IAT ROOT BALL DOES NOT SHIFT. HIGHER IN SLOW!. Y DRAINING SOILS. TIGH"ftN TIES ONLY ENOUGH TO KEEP FROM SLIPPING. AU.OW FOR SOME TRUNK MOVEMENT. Ct!AINLOCK SHALL BE LONG ENOUGH TO ACCOMMODATE 1.5 IN. OF Gi'<OWTH. {7\__p[CIDUOUS TREE PL.L\NTING \_J -NOT TO SCALE ~U_B PLANTING \:::__) -NOT TO SCfo.LE ,--------·-· JUTE FABRIC UNDERNEAlH BARK MULCH ON SLOPES ---OVER2:1 -MIN 2'MllLCH (PER SPECS) ---FINISH GRADE ~----TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL :cL:..c,cL~1~~r-"--'-"--'-_ SOIL AMENDMENT MIXED Wlrn ---~~e-,..,. "7""7' NA"flVE SOIL (SEE SPECS) '~-SCARIFlED SUBGRADE (SEE SPECS) ~G::.c.., R:.:::O:.::::U..:..:N.:::D...::C::.:::O~.:V:..=E::..::R..c..P-=L::...A:.:..:N...:...Tl"""N-=-G-,_-- No, TO SCALE ----------------------------------~-'--- SE 1/4 NE 1/4 SEC. 32 , TWP. 23N ,RGE. SE ,VV.M. --------- ROCK OUTCROP (typ.) ---- 3'0" DIAMETER GRASS- FREE MULCHED RINGS AROUND BASE OF TREES. :~\TYP.) \ -..c,- ("' \--\,., 1-, /,', ,\/_4 \ \ \ < '-.__/ ' -'),,, -1-,_ \ -. __ )·\ -- () •.··"-,\:..) I \ ,,· ,-e" 4'0" WIDE CONCRETE ALLAN BLOq<t·SE'GM{~TAL ------WALK AND TERRACE. RETAINING WALc11qJAB 'THREE' BLOCK \··-MEET PLAY AREA WALL (TWO TALL}ji11·f14 CAP. COLOR-CHARCOAL \ FLUSH. APPLY APPRO~IATE MASTIC ALONG - ---. / EACH COURSE. ~CE FINISH SIDE 'IN'. \ 'PLAYWORLl1SYSTEMS' PERFORATED / ·-, \ STEEL BENCH "MOQEL # ZZX~449, 1 ''-.J \ COLOR-DARK GRl\Y .. _BOLT -~ I ____ 2 _4-'0" m'i n. ; MOUNT ro CONCRE:TE. • -.. ( y ------------,r "'-. --\ ) "I I '--,,c•-) o,;1• -----------/-,-- '--:_ .--, -. "' i ' ' I, --.... .,...._ L. (j ,:-_;' / ~-!- {y-,~--------"' ----___.l., ----~ -~/----=.-=:.. -::::..[-;;:.;;;.. ---y--.. _____ -..:;-___ 1 ~"-_.....:·-~--=---·----~..::::-:-, --------.:.~ .. -_7.L · ··-----==----·---1==--=:·-~ ~;::-------·---·----__ -. --- I --:J-+-~11 --+-SE. ,_-1,ntt----l . __ (_i '1, ' -1 r· /1, I ! I I ! I I ' I ' I I I I -----y ~ i I I 'I .lfl '-1 ' . I \ (), ,M L!_L _________ /-4:lY. --..,-~------I -• -- RECREATIO~~ /\REJ\ DETAIL ----~,~- (Total 4,07:3 s.f. of 5,479 s.f. Tract, 2,7:30 s.f. required-260 s.f. x 7) ~--~------:,',, -------\------ -------------- GRAPHIC SCALE k -2 f 1F d 0 ----t INCH •10 FT. GEN!;:RAL NOTES: • Coordinate work with other trades as required. Determine location of underground utilities and perform work ln o manner which will ovoid possible damage. Coordinate with Utillties Underground Location Center and Owner for locations of existing underground utilities, etc. serviclng or routed through the site. • Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. • During construction, keep pavements, building clean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors/trades and trespassers. Unfinished and completed work shall be protected from damage by erosion ar trespassing, and proper safeguards shall be erected to protect the Public. • Staking and Layout: Immediately notify Landscape Architect in writing of any variance between plans and actuql site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect. prior to any installation work. • Verify installation conditions as satisfactory ta receive work. Do not install any site eiements until any unsatisfactory conditions ore corrected. Eleginnlng of work constitutes acceptance of conditions os satisfactory. When conditions detrimental to plant growth/contructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. • Local Play Equipment Representative for Playworld Systems: Northwest Playground Equipment, Inc., Issaquah, WA 98027, (800)7269194. During layout of Allan Block Play Area dimensions shall be verified with Play Equipment Manufacturer's recommendations to ensure adequate 'Safety Zones' distances. • Adjust finish grades surrounding Play Area as ccordinated with Owner's Representative. -----------------·--------------------------· -- STA"fEOF Glenn Takagi Landscape Architect 18550 Firlat1ds Way N. Suite #102 Srlorellne, WA 98133 (206) 542--6100 FAX: (206) 546--1128 f----------------1 p ,, v, .. ,n "' CL " [L "-0. < <( "' ,( <( " I I > ~ "' :;: " <O > > w w ~, w w "' "' " O'. O'. "' "' - w ~• " I .. ,o "' i" w i" w i" >->· >- 4C <( < ' -,; <( -< 0 " D I C, a "' ··-·------- co 0 0 0 !n <.O 0 ~.J z '-.. c( r'"l s;j- ...J 0 I-(JC ti. (/) r,, cc 0 z _J -I 0 0. ...... t-co C w LO (J) 0 I-I.LI (I) CO: Ct fj 0) > <( ow ..c <( < :ca: ~ __,. (0 ..- (I) Cl -.--z •, 0 z ,-I- Cl~ ...-· z -n :c (X) LLI C, ....... Ci:::'. -I z cC _ .. t-~ z c( .... I Q.. AMERIC!IN ASIAN CONSTRUCTION, INC. LLC 9501 So .. 207th PLACE KENT, WA 98031 DRAFTER: XXX DESIGNER: GT ISSUE DATE: 10.3.07 PROJECT NO.: XXX SHEET L2 OF 2 ~ I l!l ~ Ii! ~ rd ; ci ~ !!I < ! c.; " ~ ~ v, Q_ ,.. " " cu 'f -'.)) "' 0 0 cu ' '0 ' C, -, q " '" '" "' CL ~ 0 10 ' 0 / CL CL / ~ 0 0. / .. , / J 3 TI / .. ~ cu / ~') 0 w IC / Q_ ~\ 10 0 ""~ N I GRAPHIC SCALE 10 20 40 I I I 1 INCH -20 FT. MALHI GA TED COMMUNITY NW 1/4 SEC. 90.68' , 6.51' 16.5 ' " j --------' ii l 11 ·· ~ ~ - ; : 3\~J iF. 1 ~: "JI -. I I ·: I I . 1i ... Ii. 1::\ \ 1-c~ll-._-~------__ --'--'N-=-89'--9~-=-~~'::-,~c:'-~'-;;E"-, ----__ -_-_---. __ -.·-·._1----,1 "r/ ! ! ~;' I .'I . ~"-,----,....~......,- I CB -~"--- 4 , TWP. 22N ,RGE. SE I W.M. 165.05' PROPOSED DETENTION/WET VAULT TRACT "B" STORM WATER & REC. AREA 7,817 S.F. PROPOSED WATER LINE PROPOSED STORM DRAIN LINE ----------,-----" . 4 4 ", . ' -'' -----"--'---- \ '-,' 1 1 1 1 l (TYP.) --.. i--.l .-LOT 6 " . . -"!i "! 11 l _ TRACI_ = 18s1.8097·~9·12·w _:___-21_1_.9§_'__ "' "-P ~,' 30 ___ 0,.---~.-··-• ~ I 3,800 S.F. ~ .• ~ RR. IVA_TE' ~ ~ I') ~ I '1 ';,'I· ,----,:' . ···...:..:.....:..:...:.:·.:::.' ~~.,-...:.;.:;_~_.l..-r-----------r--t---+-+----t---!!:H-t..+:"-=·, ! ' ·:J . V-.))i-. . . . <D '·.QI I I , w ·-. -: __ ,·,~ '' __ , ·-=-~-~~---= ----!!!11. ~ t --------N-89'39'12"E ----, -/.: ·,1'11 . -·.~·11·'> , .'··. -,··. /,;::=.·. '_. ·._.··--.'· 30 .. if' ~ '......,."'-+·-·! -· -"-,5""5""'.0~2,,..., 140.75' , ~ _,:· __ .j·_---5;_02..,..~-· ...... 1-----_-_--------~-0-:?_-5-=-._--_-_-___ -_-_--.-----i. . ~ ) ,( J~' / _ -------, ----------IPROPUSED------- I . ~1-· ~I . / . ._'::i· . / PROPOSED I ACCESS (~~-H) : I • I ~I ~I LOT 5 3,801 S.F. 1;,1: 11.··-~f t O / El~~TARY SEWER GATE ~ , t' .. 1 1 . I , i . ':,·,11• " I I. 8 ) I I ; I g ~ I . ' . 'I ' . I I 1. , __ ,_·,_! 1 N89'39'12"E SJ---~~,--------~. ' I I 90.79' I • 1--------. I i--. I <D. . ' ~ -.;-I I I --------------'" ------· ----·1 LOT 4 3,803 S.F. 90.82' I I ______ I ! ll ~ ii ' co I I, J .<l.l i--.1 • (0 ·q. ~1···• . IL_ . I PROPOSED FIRE HYDRANT PROJECT INFORMATION ENGINEER/SURVEYOR: PROPERTY OWNER: APPLICANT / DEVELOPER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: SEWER & WATER: PARCEL ACREAGE: . I LOT 3 4,606 S.F. ,· 5.4.52' GEODA TUM, INC. I ' I ·w I ' , O'> • I ' o "' I ' • IO , IO • i ..-lO I • Q) ' 15 I I z I 22525 SE 64TH PL #266 ISSAQUAH, WA 98027 ( 425) 837-8083 ASIAN AMERICAN CONSTRUCTION, 9501 S. 207TH PL KENT, WA 98031 ASIAN AMERICAN CONSTRUCTION, 9501 S. 207TH PL KENT, WA 98031 (206) 478-0633 3223059014 LOT 2 4,732 S.F. X . .. -------____ I 5!\.02' INC. INC. 18311 -116 th Ave SE, Renton, WA 98058 R-8-SO SOOS CREEK UTILITY DISTRICT 47,969 SF (1.1 ACRES) I I .w I m • I 0 I') I • LO I IO • I r oo I ~ Q) 0 lz I I I LOT 1 4,732 S.F. ------_____ I 55.02' i~ I If: I :fl I I I I w Cf) I . ' ~ <( ~I (0 I ..-..- I .-_ I · "'i" Hl1J'.n $1 . -·::.. .. ---,.'.' ' ' '' . ! i !.'"1 . ' :, . I , ··-. . .... ! .t , •· ... SE 178~11~li · I ' :3:'.: ·)8\)~1 s: ,:.J! ,'_•\ \bl11,::: : r . I , I I i : SITE 1: ·' I ; i i I I ·--·---,-.. -~------ ' :;f. i!!%1E: ------···· i i 1 I --I I . ·, \ -1:::;1 ,;,·,· '"' I , 'rtl· .<..:,,' __ -I ! I , ... _:. >{>" I __ J . ', .';·_· I ' i I . ---, i i VICINITY MAP NTS LEGAL DESCRIPTION THE EAST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER F SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON.; EXCEPT THE WEST 347 FEET THEREOF. BASIS OF BEARINGS S[CTION BREAKDOWN PER ROS: 8706090587 ACCEPTED THE BEARING OF 114 TH AVENUE SEL NE BASED ON FOUND MONUMENTS IN CASE. KEY NOTES & WATER METER & UTILITY POLE & WATER VALVE & ELECTRICAL METER ~ FIRE HYDRANT 8 GAS METER & ASPHALT ~ FLOWLINE & GRAVEL ~ 12" REINFORCED CONCRETE PIPE L~ CONCRETt: 8 CHAIN LINK FENCE lt::. WOOD DECK & WOOD FENCE & ROOF OVERHANG ~ TELEPHONE RISER GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBERANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NPL 352 TOTAL STATION. Pf,OCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC .332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN SEPTEMBER 2005 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. ' 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS-BUil T PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MONUMENTS V/ERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, LEGEND INDEX CONTOURS -10' INTERVALS INTERMEDIATE CONTOURS -2' INTERVALS CONIFEROUS TREE (LABELED WITH CALIPER) DECIDUOUS TREE (LABELED WITH CALIPER) DECIDUOUS MUL Tl-TRUNK TREE (LABELED WITH CALIPERS) OVERHEAD ELECTRICAL LINES SANITARY SEWER LINES (PER AS-BUILT INFO) WATER LINES (PER AS-BUil T INFO) STORM SEWER LINES (PER AS-BUil T INFO) VERTICAL DA TUM & CONTOUR INTERVAL I i ELEVATIONS SHOWN ON THIS DRAWING ARE ON AN ASSUMED DATUM. 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. CALL 48 HOURS BEFORE YOU DIG z 0 !ii ~ I I . I E 8 E il ro ·~ 0 w "' i 0. X "' -- "' 0 I 0 I i >-I- z :::) ~ ~ 0 (.) 0 w I- <( c., I _J <( ~ ~ < ~ ::J 1-- '...) :.i r.r:: -~tJ.llul f-· ·-'?'I.~ v·, t:l~ j > 0 .. , ,., I ~\ :~ \,l,f > 1n; ~1/1 I ~-l- ' I i i I- <( ....J a.. I- 0:: z 0 I <( ....J U') 0. >-I=! 0:: <( U') z ::E ::::i w 0:: a.. I _i w U') • ~ <( iE (0 ..... ..... ..... ..... I') IX) ..... K.C. O.D.E S. .n • I l_g1· !'--, l~i 1~i ~' ! :.:i '- ! - I IX) 1/) 0 IX) 0) <( 3: ~ z 0 I-z w a:: u z ASIAN AMERICAN CONSTRUCTION INC. 9501 S. 207TH PL. KENT, WA 98031 206.478.0633 DRAFTER: MCG DESIGNER: ~CG/TWH PROJ. ENGR.~SURV.: TWH DATE: 10-24-05 PROJECT NO.: 2005-294 1-800-424-5555 SHEET c;1 OF 1 I _'!!_I - I I I