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HomeMy WebLinkAboutLUA-07-015_Large FormatHOUV~N~R 5HORf 5U~t?IVl510N L-AND~CAPE ~ITE PL-AN PREL..IMINARY '?HORT '?l.JBDIVl'?ION IN THE CITY OF RENTON, KING COLJNTY, WA'":JHINGTON '":JE 1/4, '?EC. 1q, TOWN'?HIP 23 NORTH, RANGE 5 EA'?T, W.M. I I SCALE: f = 20' • 11 11 11-.------::J i.r111111 • .. ~--___J 20 0 20 40 CITY OF RENTON FIL..E NO. A Typic:a! Sum;,vnd Plenting ln'.ltallaUon Us!ng DeepRoot Universal Barri~r f ;\~~.:t" _! ___ I_ -~-------I·-- = CJJ' r.,,,,:m,.,~ 1n,;rnJ rct :,! ~~\ B~m-o, ~i,.,~ "" 01,eo,,. 'f,· 111mm) 1~c-,·~ G;aM " Oe~pRo~! !JJr,11« (L;e:~.;,,,_,, usi4,?J •---&>•I il~ckf·U " . ' I' CHA!Nl--OCr: TREE Tic -TX?' D_ FIR <7T/\KECJ GHT DEPTH SW 19lh S1 '-------f:;,fh,r S 201h pj PJ~I s"<2ndp1 S 231d St ,::,' 21st St r1u,m.1s· T~,1srl.1i,; P.1,-x SE 231d'St SE 1b4th St SW~71h S1 , SI': ~-e51hi$t I.I.I ~ . SE 2:;lth st Ji..; i· 'JURROUND '?TYLE PLANTING WITH DEEPROOT UNIVER'JAL BARRIER'? WHE>i '?EI_-EG~IN6 THE 'JURROlc,;D '?TYL--E PlANTNC, APl"'-IU\TION <OU WU.- Ht.VE THE GRE4TE'?T ":::iUCCE'?'? BY FOL-l-OWIN6 THE'?E "Jl~APlX 7T=:P'? h/J IL.L-L.FJTR/\TED BEL-OW A PRt_'PARt-: TH: IN!TLAL-Pl~A!"'ITl~-JG HOL-E A''J ILLLJ'7TRt:,,T[D BELO\V. THlc:; 1cc; BA0E::> UPO~I Tc-IE cor,;IBNATION Or DE'>IRfD Bi\RRIPR Dl/11/C[EI<, ~ffTH Al'-ID GRAVEL--. CON01DfcF: IP DPAIN,\GE C:EVICE'? OR AMEIU-Atiff', ARE NtcDED TO COR.ZECT ANY AL)\/[Rc:;[ 701l-OR PU:1,,f'-JTll-~G CONDiTIOI'~':>. PLEJ\cJE NOTE THAT WE REGO:v1lv1END 0:661N6 J\1'1 ADDITIOl'>I.L\L 12" 00Clv1;, FOZ L.ARCiE'?T P0':771Bl-E Roo-:ING AREA B[LOW' ThE DEPTH OF Tl IE BARRIER, Af'Jj) THEN COMPA0Ti,'\j(i rH:7 7PACf: /:,,f.AIN, EITHER \;(!l:"H THE O~J6NAL-EXCAVATIO/'\l i'.~ATCfi:l~L-0 OR COhff ACT '?OL AMENDMENT'"~ 1\7 t'~ECE'::i'7ARY. THl':J El,l':JURE'"J THAT THE ROOT7 \Y/ILl-BE ABLE TO f'E~,;C:TR,\ TE THE 6ROU~~D BEL-OW THE fJARRl[R, YET V/lLL NO-I '7ETT_E BELOW GRAD[ WITH \</t--1 Tt:=RIN6 EXl"'::>TIN6 "'::>16NIFICANT TREE INVENTORY __ '.2.Y~j1BOL I QTY. I BOT AN!CAL.LC;OtvlfvlON NAME 0 I 1 18" flR (TO BE REMOVED) ----~---- 0 -.------ 1 26" flR (TO BE REMOVED) 0 2 i 20'' CEDAR (1 TO BE REMOVED) ' F~I ·----.·- 0 --.,~ 24" CEDAR L. __ ;--------- 0 1 12" CI-ERRY ---- ---------- 0 1 fJ" ASH ------ TOTAL: 7 ' 4 SIG. TREES TO REMIJN ! --~- I Ii I P~ANTIN6 "'::>CHEDU~E -·--- 0YtvBOL QTY BOT At"-~ I CAL-/CCl':{]MON --· ~,JAME TBD Kt,NACKINACK (GROLJl'--1D COVER) -:-.-:--:-> _,, _____ ----0 2 SM flR -------·- 0 . - 0 I.El)_ FIR ,~---- I ' ··----0 rz SM CEDAR ' I 0 - 0 LG, CEDAR -~------ 0 " SM DECIDUOUS SPEOES -- - '? I Z - --- ",M. ! ----------·-t '?tv1./M ==r=;E D ' -·· - --- L-G ---- ' '?M. ··-- ~~-ltW FlANTINGS MN. CALIPER Cf 1,5 INCi-ES PER RMC. F---- '?lJRROlJND f"L-ANTINCi VI , DEEP'ROOT BAK'R:ER PIPE":> TEM LOT 4 Z,000 ";,Q FT. GENERAL NOTE'? ----------·----a -·---, - "-THE Ge,JER;~l-CCNTR1\CTOR i':l TO PRO\/IDE ':JLJB-6RADE':l "":" BELOW Ht\RD 7URFACE':J PL.LJCJ/Nilf\JLJ'j I FOO r -/\L~ ROLJG.H 6R.ADIN6 '?HAl~L :>:: P071T!V[, DRAl/\l:NG AWAY PROt.J AL.L. -'?TRVCTURl:':'7 --AL-.L ':J TONE'? l~ARGER THAN 15 DIJ\METER '::iHt\L-L-BE REMOVED f'F..:'OM THt 6?0\VNG. tvtDl,)M T OP001!-'oHAL-1, B:" Pl->\Cf:f) AT A Mll,llvll;M OEPTH OF 0 \' N All--L--t'.WN AID E>ED AREA'? -T OP'':;OIL-':tHALL c'JE TIL-LED l~H O THE EXl'7 TIN6 °)UD-6RADE TO t:Ll~/1(,JA rE ?OIL" !i'-JTEf<'F ACE PROBL-EJi1'7 -T OP'?OIL-'-71-1AL-L E?E REIJ-E'0 WIT>·iEP:' MX OR N"PROVt:D EQU/\L. " ALL TREE RiN6"'J TO RECEIVE Z" O'r !"'INE GROUND FIR OR HEMI-OC< 15;\F~KJ CO/'v1PO')iTIOf,, ~AA--CHED ARE NOT At',J ,1\CCEPT AE:JL-t /\l, T[Rl'-J/\ TIVE -TRE['-7 A"-JD °::JrlRUB':J /\RE TO BE PL-N·.JTED AT /:1 OEPTH 3/4' H:6HtJ;:' THf'J',j rr.E L-EVEL-THAT THF~Y WERE 6ROWN 11-.J THE NUR0ERY -tlARK lvlUL--CH l's ciOT TO E>E PL/LED ABOVE THE ROOT CRO\Y/N -Ai..-L PL-ANT'? ''"JH.D,LL-AT AT L-E/.i//7 · GOf'.JFORlvl TO TH'.= fvllNlt-ALJM c-JTJ~~.?t..RD f'?-lt.\Bl--1'::i~E[) BY TH~ A!VE.RICAf\J /:,.'J'JOCIATIOi'-1 OF NUR'?ERYfvlE[\ -LAWN AREA':J ARE TO BE :-JYDRO'::EEDED W11H VAN DEf'.J AKKE'('':J C'MERAL-UVEi-\/E-:· MIX F-t::R ~;1,!\l'-IUFACTLJRER'':'J RECOMI/END~TIOl<B, OR APPROVED EQUAL, AL TERI-.JATIVE · cJl)B'?TITUTION"',,, ARE '::iTRONljL..Y Dl'?GOLJRAG.ED, !f PL...A:'--JT AVAIL-ABl 1jTY l"'J /\ 1:oROBI-EM, CO~Ht--\CT ':HE l-Al"-!D':JC.6.PE: 1-.,Ro-r·EcT FOR '?OUl<C,C':, OR ACCEPTA.BLE AL TER["'-1,ATl\/f''"J. ~ IF THE '?cT:'.: \VORK I'? D!r'r-tRENT THAN '?i-!0\i/l\ O'"I THE L-AND'?G/\.P'E: P[._..Al'l OF-: POOR '?OIL-'? Af'.JD DEBRl'::i J',.R'._': D17CO\/ERED, REQLJlRNCi CHM,J0E'=1 TO THE L-ANO'?CAPE PL-/\N, CON-I ACT Tr-lC L-ANDcJCAPE A?CHITECT FOR i!'--l':>.i"f":'.[.JGT!Ol'\I -TI-E LArlD"°CAPE CONTRACTOR 10 RE?PON"°:E"L-E "OR 106,NI /,INN~ THE LAI-.JP"JCAIT PIJRIN0 I~ ',TAL-lATICN, UNTIi_ Fll'-J/.\l-A.CGEP:.t,NCE BY Tl-t: OWN[R'c.) REPRE'"JEN~ ATI\/E -THE L.t.\ND'"7CAPF: co1,r' .. RACTOR ':)HALL-WARRANTY AL-L. r-AA fERIALC.J A\JD \1/0RKMl',N':JHP FOR t--\ PERiOD OF 01'-lE YE.6.R fROrvt THE Tll'J1E OF i"NAI.-f\CCEPT ANCE. -. Dl.JRiN0 Tl--:E WARRA['-lTY PERIOD, THE L-AND':JCAF-'E cor-.JTl<AGTOR WILl-NOT f:',[ RC'?PO!'J":;IB 1..-l: FOR P'L-ANT DF.,\TH CAl.Jc:.J[D BY L..NLY:JLJAL Cl~l~J1ATIC CONDIT!O~,J~,;, VAN[)ALl':Jlv1, THE<="T, FOl<E OR' i?OOR' MAINiEN/\NCE F'R/~CTICE'"7. THE L-AND'?CAPE .A?C..HTEC-<-Ji-·IAl-l-HAVC ':::OLE AU-'"HORITY TO DETC:<tv1U"'-JE THE C.D,IJ':!E Or'" D[:/\TI--I. 11,0 T All, PLAG:T 3.4' HGi-lER THA~-~ 6ROWisJ AT ~-.UR,...:JtR''. ON Y 0 T AKc TREE0 EXCEEPIN6 5 IN HEIGH! B. /\c/:A."}J1BI __ E l;HE A~PR0°RIATt" NUIV:EX::R OF D::'EP-ROOT LJNVER?Al-BARRIER fAN'.::L'> THE VERTICAL ROOT DEFl--EGTIN6 RIB'"J Ol\ i f-:E PA~::L-fv!LJ"JT FACE iNWi!\RD, TO\Y/ARO THE ROOT BALL. (Tj-f''.'.J I':· VfRY 11,JPORT.l'lJ,ff, OTHERWi':iE THE ROO-'? \NILL B6C0~11t 61RDLED BY TRAVELING AROUG:D THC 0/v100TH WALLED 0LJRF/::,,CE) C f\JEXT PLAC-f THE BARRIER IN THE CENTER Of T"HE Pl-ANTING HOLE, KEEPll'-16 I, MIND THAT THE DOUE>l-E TOP fD6E OF THE BARRIER ',HOIJ!-D BE PO"°ITICNED t.fYROXllvltvTEI--Y 1/T !l31V!Mi I\BOVC' GRADE 7 1-il'o HElP', RETARD POTE~ITIAl- ~--Re<JT-c-·OVCRGKOi.\i'(l-·1-·F-AIL..if·~;G TO PO'?iTtor·J·=fH~ TOP t:D6E ;'.',BOVE--GRAOE S-A>.J-- N,l--OW ROOT GVtR-6ROWTH WHICH CAN L--EAP TO IJPROCTEP HARD'?Ci\PE', ' CHANL--OCK TREE Tl~ ~ Z'X2' D FIR ',TAKE'? b'HT Di\RK MUI-CH Z' DEPTH . ! / I --?lvli\LL BERf/ E)t\CKFIL--L V/ITh f:Xic,T1i:;6 =rrr---~~rr4 1 °l 1 -- 'JOIL--. IF UN"?l.JiT ABL-::: "::OIL l. 1 /\;~~) \ 1 ,<:i FOUND cor,JT ACT J, 1 , .,, l--.Al,'.YJCAPE 1'<RCI-HECT __ / I j' I --------?X ROOT BAI-L--\//IPTH lf.lcJTAl-1-Pl-ANT 3.~' HIGHER lhAN C,ROWN AT NIJR'?[RY PLANNER/ CONTACT '?URVEYOR ONl-Y 01 .~Kc TREE"> EXCEEDING 5· N Hl=16H: LAND PLANNING NORTHWE'J T ANDY MCANDREW'J 100 2ND AVE 'J 'JUITE 170 EDMOND'?, WA '18020 PH 20(;-71CJ-7'101 f'X 425-G40-85G2 'JUMMIT 'JURVEYING INC. 12GOG 82ND A VE NE KIRKL-AND, WA CJ8034 (425) 814-8487 D BACk.FIL.-L Al'-ID COHPACT w:TH '?OIL 11,:'?ic>[ THE BbJ<RIER OR r-"1..-ANTER TO THE '-EVEl WI JERE ThE BOTTOfl OF THF ROOT Ell1LL WllL ElE WHEN PO',ITICNEC> CORRl'CTL Y WITH :llE CRO\Y/N OF THE ROOi t>ALL-- t,PPROXiMATEL-'r' 1· tZGMM) ABOVE GRADE E RElvlOVE THE: TREE FROlvl 1TB CONTANER, O? ~LJT AWAY TrE TOP PORTION OF BWRL/\P ANI) 0 '0',ITION IN THE CENTER OF THE BARRIER OR PL-A~ITtK COfvlPLETE THC BACKf"ILl-OF -rr-1E 701L-lt'-,J'71DE AND GRAVEL OUT'JiDE. CW·;TRIBL:"f"[: EVEl"'-ll-Y TO MAINTAl~l THE 7Ht\PE Oicc THE E'iAZRi[R AND C0~11PACT Tl IE DAO~FILL EVCR'.':' LJ·-(," (!OCM-15CI\IV ROOTcJ \'(IIL.L. DI::: OUICKL-Y IF L-EFT EXPO',ED TO ; HF E--El/t,,1T'? ';0 K[['P EXF'O',IJF'.E OF TH' ROOT'J TO A 1/INllvlWlvl F. IF '7TAKIN6 OR 6UYIN6 1'7 REQUIRED WE REGOlv1L-1END lYJIN6 THE ,...-:.:iCFT, ':JAFE Al<ID f:CONOMICAl AL.TERl-jl\TIVF TO TRAOITIO~Jl,L--WIRE AI\D HO',E, ARBORTIE If THE TREC:-(7) ;WIL-'.-BE 7L5,Jl:CT ":O )l..·1AINTEl'-Jt\NCf WORK 7UO-l A0 L.AWN lvlOWING OR 'IIEE'c: lRIMMING WE ',TROi,GL-f RECOfAMEND THE l"-1',TALLATIOc, OF ARBOR6ARD, TREE FU,K PROTECTORB VIHICr, AR[ RlACtD AROW~ID THE BAcJE OF YOU!-..JG TREE".:i TO PRO-T"fCT -1·, .. ·.EM FROfv'. Oi\tv1AGC DY W::ED TR!!vttv1ER, LA\Y/J'.! ~;IOWER'? AND ':JMALl~ RO[)ENT'? 6. WATER J>ND fOL.L.OW f'ROP[R TREE" 1/1\l~HENt\NC-': PRACTICE'? TRCE'? [)0 REQUIRE CARE A:'-D NURTURING Af"TER f'Lt\NTIN6. CON'?LJ!...-T \'fl TH YOUR LOCAl-C;UF'PUEt'. FOR PROPER CARE PROCEDURE'-:; FOR THE ':?PEC!E'? YOU ARC PlANTl~:6. THE tL--ANTIN6 IN',TRUCTION'o GIVEN HERE APE iW NO MEAN'j A COMPREHE,J',1\/Q WDf:. Ri, Tl-IER THEY ARE GEN::RAL--GLJIDEL.f;E'j TO PL.Al'-FINC! WITH (JEEr':ZOOT Bt\RRiER"? AND A ,...?L'RVEY CF CURf:'.[t,JT PL-Al"-ITII-..JG ~~T~ibdfJ~S)'~g?1z;;~<:jJC~icci 'B~}6~Wf~ii~T:~~f IT 17 RECO~AMENOED THAT MAINTENAr~cE NOTECJ Pl-/'.NT ML,TERlt,l k41JBT BC' 1'1AINTAl,"ED IN .6, HE/1LTH GRCV/11-.JG co:1DITiOcJ DEAD CR DICJEA'-';E]) PL-Ar·nc:._) t-.~:f;T BE REf"L-1'\CED WITHIN 30 Dt,Y0 OF !'-1lTIFICATICN, OR A(:~) c;00l'~ A'? PRACTICAL IN RE6ARC/ OF fREEZINO WEATf-,f:R, OR SOMPl-EX 01TUATIO:'J0 NVOl-\/11'<6 THE REMO\//.\L-AN? REPLt,CEMCNT OF LARGE TR[E0. ALL L/\ND'JCAPED AREAc:J .\JIU')T BE KEn FKf:E OF V/EE0'7 ,4ND DEBRl0 Pc-ANT MA IERIA~ MUcJT NOT INTERrERE WITH PIJBl,C IFIUTIE',, RE',TRiCT PEDE') TRl!."N OR VE:HICUL-AR ACC['"fJ OR CONcJ TiTUTE A -RAFflC, Ht\ZAl<O THE Q\Y/r-..JER':::i, THEIR AGENTS AND A"?SIG.f\.J"? AP:f ?f:,..."JPON':ilBLE FOR f-"ROVIOING, 1°,ZOTECTIN6 A!1D l11ANTAINll:0 All l--Ar~C:',CAPING MATERIAL-IN A HEAL-THY GROWlc:6 CONDlTIOI,, REPI-AGNG :T WHEN l'iECE0cJ/',RY, AND KEEPING. IT FREE 01° REFU'?E Pf'-JD D[~BRi 0:;; ALL FCNCiN6, \l/ALL-7 Al'JD OTHER FtATUKE"'-J U0ED FOR '?CREE:Ml'-J6 '?HA;-·L-BE KEPT FR[E elf l:TTcR, DcBR!0, ANI) WEED'J APPLICANT/ OW~ER OTHER PARTIE'? OF INTERE':JT PAUL $ 6ALE HOUVENER PO BOX 13155 MILL CREEK, WA '18082 (425) 741-8500 WORLD '?AVING'? BANK, F'?B 1'101 HARRl'?ON '? TREET OAKLAND, CA CJ4GIZ ENGINEER MACLEARN'JBERRY ENGINEERING P ':J 15'1 WYATT WAY NE PROPERTY ADDRE'J'J 171CJ MORRl'J A VE 'J. RENTON, WA '18055 BAINBRIDGE l'JLAND, WA '18034 (20G) 842-771G TAX ACCT. NO. 7ZZZ00033CJOCJ FEB -6 2007 ·,; -__l -<r r lz f-- f-- 2 (Ll :::I S' -"' >-:c ~ " a a " ___l -;,:- (Ll z "" <( 2 DL -;) a <r D lU f--z DL tL lLJ f-- <( a a z <( _j "' Cl Cl SN __; "' z <( -;) C) ~ lLJ f-- :::1 S' .JOB No. 1738 ':JHT I OF I HOUV~N~R SHORf SUBDIVISION EXl0TIN6 TOP06RAPHY MAP PREL..IMINARY C;HORT C;LJ!?DIVl'?ION IN THE CITY OF RENTON, KING COIJNTY, WA'?HINGTON '?E 1/4, '?EC. I~, TOWN'?HIP 23 NORTH, RANGE 5 EA'?T, W.M. CITY OF RENTON FIL.E NO. r·• -------· ' I ' ' ! l ,---· -----------------,.,-: -!-I - ' I ' ' __ J -.. -· ----: i""' -~ --. ',_;-- ' I I 0 ,9 ', 0 '// :'.E ( I I I I I / ( I I /'" ... _ ; Ir/_,. :/·- I "ii I VI : I I I I I SW ;\,ill1 St ~ IX ~. ,, ' S 20th P) S·<:.?11.~ Rj S :?3°,'1,St · ·7"!'!6/;,;';' re:,s-;131,; , ,P;,,1,· • "' . ~ ·~ • .• • ~ . ,, . . ; ' !i u,r _s,: rs1·, ~:-· VJ rf. '" • C ~- SE 231d St SE 164th S1 S"'{t7th S! -~ w: se !e51n:$t 1" : 0 . ,S_E 29th St .;. ' . f. SCALE 1" = 20' '.,/" • •JI.£ -•-• ---· -·-~~--• •,,•~o., ·• 20 0 NOTE~ ~. I. 'JITE L-OCA TED WITHIN Hl6H COAL-MINE HAZARD AREA. "7EE 6EOTECHNICAL-REPORT FOR DET AIL-'J AND RECOMMEND A TION'J. 2. NO CRITICAL-AREA'J EXl'JT ON "JITE 3. THl'J 'JITE CONT AIN'J 20,"108 FT. OR 002. 'JO ACRE'J. 4. AL-L-'Jl,OPE"7 ARE L-E'J'J THAN 15%. 5. CONT OlJR'J 'JHOWN ARE AT A 2 FT. INTERVAL- PL.ANNFR/ GONTAtT 'JURVEfOR \ EN61N1ER I I APPUG~NT / OWNER1 \ ! OTHERi PARTIEp OF INTERE'JT L.AND PL.ANNll\16 NORTHWE'JT ANDY MCANDREW':::> 100 2ND AVE ':l. ':JUITE 170 EDMOND'?, WA GJ802.0 PH 20G-71GJ-7GJOI FX 425-G40-85G2. "JUMMIT "JURVEYIN6 INC. 12.GOG 82ND A VE NE KIRKL.AND, WA GJ8034 (42.5) 814-8487 MACL-EARN'JBERRY EN61NEERIN6 P 'J 15GJ WYATT WAY NE BAINBRID6E l'JL-AND, WA GJ8034 (200) 842-771G P ALJL. $ 6AL-E HOLJVENER PO BOX 13155 MILL-GREEK, WA GJ8082 (42.5) 741-8500 WORLD 'JAVIN6'J BANK, F"JB IGJOI HARRl'JON "JTREET OAKL-AND, CA GJ4(,I;;'_ PROPERTY 171GJ MORRl'J AVE ':l. ADDRE'J'J RENT ON, WA GJ8055 TAX ACCT. NO. 722200033GJOGJ " ~ _l ::::-<r tz~ 2 (l:l :=, "' p -"" >- L' 7 a ' ci >'-(l:l z ~ <[ ['.c a b LU ~ ['.c [L LU 2 r --:i <r <r a "' <::) 0 ,.._, -((\ z <r --:i Cf) I- ~ l- a3 ~z: z8 -Zb:5 z :::::) <(~ _j <:( D._ __J a z <( _j s.JOB No. 1738 "JHT I OF I FEB ·· 6 20D7 HOUV~N~R SHORf SU~t?IVISION 01TE PL-AN/ COVER 0HEET PREl-lMINARY '?HORT '?IJBD1Vl"7ION IN THE CITY OF RENTON, KING COIJNTY, WA'?HIN6TON '?E 1/4, '?EC. IGI, TOWN'?HIP 23 NORTH, RANGE 5 EA'?T, W.M. t:;,1 '\ \,0 TL 0335 TL 0356 TL 0541 I _l_ I , .. O• Cf) CITY OF RENT ON FIL.E NO. R ,.-, TL 035S TL 0337 SWCOR.CF 0..3' WIOC CON::. RET A1NNG WALLIS 0,4' S. CF PROP UM: 5' LANDSCAPE STRIP I -·-·~ 15' ~· I is " I ' I 1-- 0~--t-- ' I I I I I SC/-\:_E: f = 20' rr&YiNJ --~~~--"'I --•s• 20 0 20 40 DENc_-:ilTY CAL-cc_-:i GRO':J':J ':JITE AREA. LE':J':J: PUBLIC R/W: 20,"K,8 ":>QFT. (.02 AC) NONE PRIVATE ACCE':J':J E':JMT":i CRITICAL AREA":i 3,4'1'1 ":JQFT NONE NET ":JITE AREA: 23,4U1 '?Q.FT. C54 AC) 4 NO. OF UNIT":i PROPO':JED NET AREA. .54 AC • NET DEN":ilTY 7.41 DU/ AC < 8 (MAX • LE"h THAN/· 8) DEVEL-OPMEN·r INFORMATION TOTAL LAND-AREA 20,'l('.,8 "JOFT (('.,2 ACRE"Jl AREA OF "JHARED DRIVE N/ A TOTAL ROAD L-EN6TH N/A PIPE'JTEM LOT 3 LEN6TH 75 PIPE"J TEM LOT 4 L-EN6 TH 100 PIPE"JTEM TOT AL AREA 3,4GJGJ "JQFT NET DEVELOPMENT AREA 23,4GGJ "JQFT AREA OF LOT":! Z3,4GGJ ":!OFT. (54 ACRE":!) EXl"JTIN6 ZONIN6 R-8 PROPO"JED ZONIN6 R-8 POWER "JUPPL-Y PU6ET "JOUND ENER6Y WATER "JUPPL Y CITY OF RENTON "JEWER "JERVICE CITY OF RENTON GRO"J"J DEV. DEN'JITY 0.45 DU 'C;/ ACRE NET DEV. DEN".JITY 7.41 DU "J/ ACRE AL.LOW ABL-E NET DEN':JITY 8 D.LJ. ':J / ACRE AVERA6E LOT "JIZE 5,807.25 'JQFT "JMALLE':JT L-OT ':JIZE 5,085 ':JQFT (net ~rea) NO. OF LJNIT"J PROPO"JED 4 TOT AL-AREA OPEN ':JP ACE -0- % TOTAL AREA OPEN ':JPACE N/A ':JCHOOL DIC;, TRIG T #403 FIRE Dl':J TRIG T #0000 PROPO':JED LAND LJ"JE "JIN6LE FAMILY RE"JIDENTIAL LE6AL DE0CRIPTiON THE EA'?T HALF OF L.OT'? 58 AND 5'l, PLAT N0.2 OF RENTON CO-OPERATIVE COAL COMPANY''? ACRE TRACT":i, ACCORDING TO THE PLAT H-iEREOF RECORDED IN VOLUME '1 OF PLAT":i, PAGE 27, IN KING COUNTY, WA'?HINGTON. EXCEPT THE '?OLJTH G5 FEET OF "JAID L-OT 5'l, AND EXCEPT THE NORTH 01 FEET OF "JAID LOT 58. NOTE0: I. '?ITE LOCATED WITHIN HIGH COAL MINE HAZARD AREA '?EE GEOTECHNICAL REPORT FOR DETAIL'? AND RECOMMENDATION'?. 2. NO CRITICAL AREA"J EXl'?T ON '?ITE. 3. THI'? '?ITE CONTAIN'? 20,'1(,8 FT. OR 0.02 "JQ ACRE'?. 4. GRADING QUANTITIE"J ":JHOWN 01\1 TARGETED DRAINAGE PLAN":i 5. 5 LAND'?CAPE '?TRIP ALONG MORR!'? AVE IN ACCORDANCE WITH RMC 4-8-120.D.12. DROUGHT RE"Jl"JTANT LAND'?CAPll>.16 TO BE IJ":JED. C, ALL-"JL-OPE":i ARE LE":i":i THAN 15%. 7. MINIMUM LAND"JCAPING REQLJIREMENT":i PER RMC TO BE MET AT TIME OF CON":iTRUCTION. 8. MINIMUM OF IZ' OF PAVING TO BE PROVIDED FOR DRIVEWAY"> W /IN PANHANDLE'? TO LOT"> 3 ~ 4. sw211r, ;,1 -,._. _ __-T.1:iHJt $ 29th Pl P;;:J,. s ~?•ia ,,, $ 231d,?! , , Tln!tl;,1.5 t~:,1r11I_;; P'{ef,;·. .. . ' ' s~2.\;?\ · SE 23ri St SE 164th -St w " SE 1_6~th·SI ~ . . ' . < . ,. ·sec 2Gth SI -i • :: VICINITY MAP 1'' = 2000' L-E6END <:7J ___ FNJ f/DNUMENT, AS NOTED Q ------SANITARY SEWER MANHOLE -0-UTILITY POLE ~ UTILITY POLE WITH STREET LIGHT ar,,,<:T, WATER METER ~WGV1 WATER VALVE D CATCH BASIN TYPE 1 @SDMH: CATCH BA8N TYPE 2 Cl MAIL BOX a-' FIRE HYDRANT --ss--SANiT ARY SEWER --SD-__ STORM DRAIN --w-WATER LINE ~-G-GAS LINE -OH-OVERf£AD LINE ---D----0--worn FENCE ----0------0--~---CHAIN LINK FENCE _,.-._ -.. ---___ WIRE FENCE ___ EDGE OF GRAVEL PLANNER/ CONTACT ".JURVEYOR ' ' ENGINE;:ER APPLICANT/ OWNER ' OTHER P ARTIE"J OF INTERE'JT PROPERTY ADDRE':l':7 -x--x- ~--~ ----ASPHALTPAVING ~---' ____ CONCRETE PAVING C.O.R. CITY OF RENTON .n5FSN : ___ STREET SIGN ,,_,,., ___ GUY ANCHOR rJfoV, ___ GAS VALVE ---DRAIN -UGP -___ IJNOEflGROUNO POWER LIM: ---ROCKERY LAND PLANNIN6 NORTHWE"J T ANDY MCA.NDREW"J 100 2.ND AVE "J "JUITE 170 EDMOND"i, WA '1802.0 PH 2.0G-71'1-7'101 FX 4Z5-G40-85GZ "JLJMMIT "iLJRVEYING INC. IZGOG 82ND A VE NE KIRKL-AND, WA '18034 (42.5) 814-8487 MACL-EARN'JBERRY ENGINEERING P 'J 15'1 WYATT WAY NE BAINBRIDGE l"JL-AND, WA CJ8034 (2.0G) 842.-7710 PAUL 1;c GALE HOUVENER PO BOX 13155 MIL.I.-CREEK, WA '18082. (425) 741-8500 WORLD "JAVING"J BANK, F".JB ICJOI HARRl'JON "i TREET OAKLAND, CA CJ4Gl2. 171CJ MORRl'J A VE 'J RENT ON, WA '18055 TAX ACCT. NO. 722200033~0~ 0 ' ~ __\ ~ <[ 1-- 1--:,: cD :::'I '5'\ ... "' ti h LU .. >'-1--Cl -z () fl cD DL <:-.1 ? z CL -"' l'; ~ LU :z' a <[ 2 I-- 5 a DL -:> <[ <[ __\ a <( a -:> <:-.1 '5) Lf\ <0 Cl I "" Cl Cl «:) '1' <T '5) <r- 3~ ''1' '5'\ -ax Z<r Clu_ 2 D LU • () r--... LU I-- :::'I ~r. • <:-.1 '5'\ () LU "' >, <[ ei- a"' Z"' 1--<:-.J m () <:-.J \J'i Cl =1:: UJ ~ I 1--U) 1--DL :z: C) <( I-z 5 U) ~ :z: 0 z u -z w U) z ::::) <( Cl :z: _j <( (J_ _J ::::s \J'\ a \.-z <( _j .._I _,1_0 3_8_· __.I I ~ITI Ori I ' NO. NAV088 CITY OF RENTON SURVEY CONTROL NETWORK STA 476 TOP OF 1/2" IRON PIN IN CONC MON IN CASE LOCATED 15' E OF CENTERLINE INTERSECTION OF SHAITUCK AVE & S 15 ST. ELEVATION = 132.86' _a SITE BENCHMARK V RR SPIKE IN WEST F'ACE OF UTILITY POLE LOCATED ON E SIDE OF MORRIS AVE S APPROX. 80 FEET NORTH THE SE PROPERTY CORNER OF SITE. ELEVATION = 172.09' DATE DESCRIPTION \,0 TL 0335 -~-~ \) TL 0336 TL 0341 TL 0340 BY Houvener Short Subdivision SE 1/ 4, Section 19, Township 23 North, Range 5 East, W.M., City of Renton, King County, Washington I I I ·- +------~----- [ 20 0 10 20 ~-~ I I 1 INCH = 20 I I ----------------------. ----------------__ j TL 0337 I CARPORT ' _____ J ' ' ,, (, PIPESTEM LOT 4 / 2,000 SQ. FT. __ __,// N88'30'00"W TL 0338 ------------------------------ ! i I I I 15' <O co ,,-; LO I " I U) I (/) l'>--<---Q_ r-1-D I ! I I I • I I I I ),i I +-1 ··--·--------. --------- /!' 1J If iii s. 17TH ST. I _.J ! 5 I"' z I ~\ I i-J I I~ I ry\ I II I ' I I i I I / I 1 t; I 11 I ' ! -w~ I I T I r I I --1 1' I -c-+ -1 I -, 1 ·--------------------- -I -----OH--....____,-·- .....:1 I I ' I ! I I I [' • 1 YI (J)f .:r.: o •I "' W' W~, >I <(j (J)I -1 0::: 0::: 0 ~I I I I I l ___ -------------- i ------·------------------·-·----C).l___ ss --------------- r 40 80 I I FEET 26528 Ul (/) I i EXPIRES Sheet Index Sheet 1 Sheet 2 Sheet3 Sheet4 Cover Sheet Water & Sewer Plan Drainage Control Plan Erosion Control Plan Planner I Contact Person Land Planning Northwest Larry D. Deisher Suite 170 Harbor Building 100 Second Avenue South·-,, Edmonds, WA 98020 , phone: (425) 339-1302 Owner/ Applicant Pau I Houvener P.O. Box 13155 Mill Creek, WA. 98082 phone: (425) 238-2328 Legal Description ,~.~ffton_ \tlllag~ l'_I_ ·:·~---·~-" -~ Vicinity Map 1" = 1200' Surveyor Summit Surveying Inc. 12606 82nd Ave NE Kirkland, WA 98034 phone: (425) 814-8487 Engineer MacLeamsberry Engineering • 159 Wyatt Way •·, Bainbridge Island, WA 98110 phone 206-842-7716 email: chubarmac@aol.com _I :,, ) --' . \ Tax Account No. 722200033909 Site Address 1719 Morris Avenue S. Renton, WA 98055 The east half of Lots 58 and 59, Plat No. 2 of Renton Co-operative Coal Company's Acre Tracts, accor(!ing to the plat thereof recorded in Volume 9 of Plats, Page 27, in King County, Washington; EXCEPT the south 65 feet of sal<l Lot 59; AND except the north 61 feet of said Lot 58. Notes: 1. Transportation mitigation fees'.are $75.00 per additional generated trip. These fees shall be assessed per new single.family home af;a rate of 9.57 trips. 2. All wire utilities shall be install(ld underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. 3. All building addresses shall be visible from a public street. Construction Sequence Legend 1. Attend Pre-Construction Meeting "\ i..J 2. Flag clearing limits SANITARY SEWER MANHOLE --·-·,,·W--EXISTING WATER LINE 3. Install gravel construction entrance as needed. ·-C-UTILITY POLE ---G -----EXISTING GAS LINE 4. Install silt fencing (} "{ UTILITY POLE WITH STREET LIGHT -··---OH---EXISTING OVERHEAD LINE 5. Clear and grade site ' ;,- 6. Implement temporary BMP's as rn WATER METER ---0----Cf -WOOD FENCE required during grading activities. N WATER VAL.VE ~:.)-----0---CHAIN LINK FENCE 7. Complete site improvements WIRE FENCE 8. Seed/hydroseed finish graded areas D EXISTING CATCH BASIN TYPE 1 --x---x-- 9. Maintain erosion control until the site D EXISTING MAIL BOX EDGE OF GRAVEL is fully stabilized and the potential for q_ EXISTING FIRE HYDRANT erosion has passed. ASPHALT PAVING ·-·-·-------S~ ---EXISTING SANITARY SEWER _n __ . STREET SIGN ~-.. --··--SD -· -----EXISTING STORM DRAIN jlJ-J ;1 CLIENT Paul Houvener MacLe~rnsblry Enjneering, P.S. Civil EJg\n,eers '?'/rAanners Houvener Short Subdivision , .( ' ,., \ ,-? ·f .L 159 Wyatt Way~ l~\!brijg~ I~d, WA 98110 phone: (206) 844t771' l, facsimil~: (206) 780-2408 i t')l' DRAllf,I BY CHECKED BY CAH DATE MCM SCALE Cover Sheet January 23, 2007 JOB NO 26528 1" =-20' SHEET 1 OF 4 -, ... t) _J NAVD88 CITY OF RENTON SURVEY CONTROL NETWORK ST/I 476 TOP OF 1 /2" IRON PIN IN CONC MON IN CASE LOCATED 15' E OF CENTERLINE INTERSECTION OF SHATTUCK AVE & S 15 ST. ELEVATION = 132.86' d SITE BENCHMARK V RR SPIKE IN WEST FACE OF UTILITY POLE LOCATED ON E SIDE OF MORRIS AVE S APPROX. 80 FEET NORTH THE SE PROPERTY CORNER OF SITE. Ei.EVATION = 172.09' TL 0336 TL 0341 TL 0340 Houvener Short Subdivision SE 1/ 4, Section 19, Township 23 North, Range 5 East, W.M., City of Renton, King County, Washington PIPESTEM LOT 4 /. / 2,000 SQ. FT. ____ _./ TL 0338 S. 17TH ST. \ i r~ / lo~ I I \ i I I , I I ~L I OI I ; I I I . ' w11· I 0 I ' I I . I "---'-1" WATER SERVICE (TYP.) EXISTING WATER METER TO REMAIN _ _1 f r I ,,,.---,--CONDITIONAL -G~ FIRE HYDRANT -11 _,r-OH·---· (SEE NOTE 2) • I • i i x l Cl) /0 w}j --""'""t-6" SIDE SEWER 5 CIJ I_I I Wt-ml I . O I I I , I I I ,( ' J 0 Cl) -0::: 0::: 0 ~ -cl ~~ --" ~v~~ nm----.. @2% MIN. (TYP.) /(y:r· 1 ~, s. 18TH sT. -r-----'-------------------------i ' \ I 2JL ---S'.3-... __ ··-- Notes: 1. Any existing substandard fire hydrants will need to be replaced and/or retrofitted with a quick disconnect Storz fitting. 2. Conditional fire hydrant may be required. If the building exceeds 3600 square feet in area, the minimum fire flow required is 1500 gpm. This requires two hydrants within 300 feet of the structure. 3. A fire mitigation fee of $488.00 is required for all new single family structures. 4. A water system developrhentcharge of $1525.00 per new lot is due at the time of issuance of-a construction permit. 5. Side sewers shall be minimum.of 2% slope. 6. The Sanitary Sewer System [)E;velopment Charges (SOC) is $900.00 per single-fam\ly hoi/1e. This fee is due at the time of utility construction permit. \ Legend 0 ·0- a D D -·OH-· --0-·---0--· -x--x- EXISTING SANITARY SEWER MANHOLE EXISTING UTILITY POLE UTILITY POLE WITH STREET LIGHT EXISTING WATER METER EXISTING WATER VALVE EXISTING CATCH BASIN TYPE 1 EXISTING MAIL BOX EXISTING FIRE HYDRANT EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD LINE WOOD FENCE CHAIN LINK FENCE WIRE FENCE EDGE OF GRAVEL ASPHALT PAVING .J:L STREET SIGN :;~1,,.,;, lti t'ti,:~~ ,,1 CLIENT Paul Houvener MacLe~r~sb,lfY Eitneering, P.S. 20 40 Civil E,~\l.eers :f r{annets I 159 Wyatt Way NE ~~~rb11g~ l~and, WA 98110 Houvener Short Subdivision Water & Sewer Plan JOB NO 1 INCH = 20 F-EE-T---------" phone: (206) 84f7711 i~~ ,facsimil'\: (206) 780-2408 DRA'M'I BY CAH DATE January 23, 2007 26528 NO. DATE DESCRIPTION BY f ' '~;l ,, CllECKED BY MCM SCALE 1" = 20' SHEET 2 OF 4 a......i...;iiii ... ~ ......................... ..i. ... ...1 .................................................................................... 2es2s ........................................................................................................................................................................................................................... ...i1111111 ... 11111111 ...... .a NO. TL 0335 SHED TL 0336 TL 0341 ·------~ NAVD88 CITY OF RENTON SURVEY CONTROL NETWORK STA 476 TOP OF 1 /2" IRON PIN 1N CONC MON IN CASE LOCATED 15' E OF CENTERLINE INTERSECTION OF SHATTUCK AVE & S 15 ST. ELEVATION = 132.86' /'111, SITE BENCHMARK V RR SPIKE IN WEST FACE OF UTILITY POLE LOCATED ON E SIDE OF MORRIS AVE S APPROX. 80 FEET NORTH THE SE PROPERTY CORNER OF SITE. ELEVATION = 172.09' DATE: DE:SCRIPTION ,-,, ,v "---__ _/<? C" cp I BY / / / / Houvener Short Subdivision SE 1/ 4, Section 19, Township 23 North, Range 5 East, W.M., City of Renton, King County, Washington TL 0337 Legend • Proposed Catch Basin ••••••• Proposed storm drain line • Proposed yard drain 20 0 10 20 fl-• ~ I I 1 INCH = 20 CB 1 TYPE I TOP= 162.64 INV= 161.28 S. 17TH S • EXISTING CB TOP= 162.64 INV= 161.14 (12" NE) INV= 161.29 (12" SW) Note: 1. The Surface Water System Development Charges (SDC) is $715 per lot. This fee is due at the time the utility construction permit is issued. 40 80 I I FEET 26528 NOTES: r-1\ YARD DRAINS TO BE CONS!RUCT[I) FROM CONCRETE Pl~~. \JI IN ACCORDANCE WllH ASlM C 14 UNLESS OTHER\11SE SnuWN ON THE Pl.INS OR NOT[I) IN TliE SPECIFICATIONS, (2) Clll"OUT HOLE SIZE IS EQUAL TO OUTLET PIPE Olll"SIDE DLAMETER PWS YARD DRAIN WALL TlilCl<NESS, PLAN VIEW (3) CONNECTION TO OUTLET PIPE TO BE MORTARED ANO t.lAOE FWSH WITH INSIDE OF TliE YARD DRAIN WALL /;I\ CJ.ST IRON BEU. GRATE. FITS INTO QELL RECESS AND EXTENDS ~ "11· ffi' _._ 1 ""' FLUSH WllH FACE OF BELL TliE GRATE SHALL .HAVE SLOTS -rl IHOLESl lHAT CONST111/TE 50 PERCENT OPEN ARl:A FOR DRAINAGE. :0 ,._ iNLET SELL SURFACE SHALL BE FINISHED TO ASSURE NON~RO<:KING 'i .-le @ FIT WITH ANY COVER POSfflON. • (5) WASHED DRAIN ROCK, 6 INCHES MINIMUM DEP™. !,! ' T l,, (!l) VARIES 12 INCHES OR 18 INCHES. SPECIAi. CAST YARD DRPJN t.lAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS, YMD DRAIN IS NOT PERMITI'ED WllHIN TI-IE RIGHT-OF-WAY. ~ 5 • FINISHED GRADE -.J="" .' II. ELEVATION VIEW ED YARD DRAIN CONNECTION~T.S. Random fill 4" Perforated pipe Filter fabric Trench X-Section Slope ' ~ - ' ' t-2' X 10' level trench ed with perforat pjpe Plan View of Typical Roof CD PERFORATED STUB-OUT D~-~~GN NOTES: TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX, ATB, OR STEEL PLATES. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE PLACED PER SECTION 5-04 OF THE WSDOT/APWA SPECIFICATIONS • (i) LONGITUDINAL TRENCH -2• ASPHALT CLASS B OVERLAY. TRANSVERSE TRENCH -2" ASPHALT CLASS B OVERLAY WHERE MULTIPLE CROSSINGS BY SAME UTILITY. @ EXISTING PAVEMENT @ 0 MATCH EXISTING PAVEMENT SELECT MATERIAL, BANK RUN GRAVEL, OR CONTROL DENSITY FILL, AS REQUIRED BY ENGINEER. (95% COMPACTION) STRAIGHT SAW CUT, CLEAN, HEAT & TACK EDGES WITH SEALER SS-1 & SEAL WITH HOT ASPHALT CEMENT. 2 FEEJ MINIMUM COVER TO FINISHED GRADE. © UTILITY TRENCH RESTORATION 3 AND BACKFILL N.T.S. 1" VENT HOLE WHEN NOT CONNECTED TOSS PVC FACTORY TEE • "' PVC PLUG -"' 0 • "' • "' To Road 0 Drainage FROM SD System -SL INV EL z " • (0 ~ • "' - OIL/WATER SEPARATOR IN CD TYPE30CB CLIENT 3 TO SD "-(__ ADAPTOR OR PIPE JOINT ~VC PIPE AC COLLAR PVC PIPE i 2' MacLearnsb ,;,iry En:glneering, P.S. Paul Houvener Civil Edgw.eers @Janners ii , Fi \ ___ At . .i. j., DRAIIN BY CHECl<ED BY Houvener Short Subdivision Drainage Control Plan CAH DATE January 23, 2007 ,KIii NO 26528 MCM SCALE 1" = 20· SHEET 3 OF 4 . .~· . -~ . ' t~ 11''{~{ rt'.o ~ u ·-· " ';;. - NO. DA1E DESCRIPTION BY STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRAN51:'0RTED ONTO PUBLIC ROADS FROM CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD REMOVING MOST MUD AND DEBRIS FROM TIRES, DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) SEE DETAIL 2-C-1, (2) STABILIZED CONSTRUCTION E}!TRANCES SHOULD BE LOCATED v.HEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MATERIAL SHOULD BE QUARRY SPALLS, 4• -e• SIZE; (4) THE ROCK PAO .SHOULD BE AT EAST 12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES 'MTH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) 'MOTH SHOULD BE THE FULL 'MDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM 'MOTH SHOULD BE 20-FEET. ADDITIONAL SUBGRADE STABILIZATION SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED. PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT-LADEN RUNOFF FROM THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM VEHICLE WHEELS, THE \\1-\EELS SHOULD BE HOS.ED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET, THE WASHING SHOULD BE DONE ON AN AREA COVERED 'MTH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; (3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED. MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING 'MTH 2-INCH $TONE, AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AS A MINIMUM AT THE: END OF EACH DAY. SEDIMENT SHOULD BE REMOVED FROM ROADS BY SHOVELING OR SW!:EPING. STREET WASHING SHOULD TAKE PLACE ONLY AFTER SEDIMENT HAS BEEN REMOv£D AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD ANO END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. . CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON-SITE TRANSPORTATION ROUTES 'MTH STONE IMMEDIATELY AfTIER GRADING, REDUCES EROSION CAUSED BY CONSTRUCTION TRAFFIC OR RUNOFF. DESIGN CRITIERIA/SPECIFICA TIONS: DESIGN: (1) PROVIDE ROCK STABILIZATION Y,HEREVER THERE IS THE POTENTIAL FOR EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CO"!STRUCTION TRAFFIC DURING WET WEATHER; (2) ROCK STABILIZATION .MAY BE UNNECESSARY WHERE SOILS ON SITE ARE GRAVELLY; (3) A ~-INCH DEPTH OF 2' -4' CRUSHED ROCK, GRAVEL BASE, OR CRUSHED SURFACING BASE COURSE SHALL !;IE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLETION OF UTILITY INSTALLATION. WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK. PROCEEOURE: (1) \',HERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDlllON, THE OTHER FOR WET CONDITIONS v.HICH INCORPORATES THE MEASURE LISTED BELOW; (;1) TEMPORARY ROADS SHOULD FOLLOW THE CONTOUR. OF THE NA TUR,',L TERRAIN TO THE EXTENT PO.SSIBLE. SLOPE SHOULD NOT EXCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN TRANSVERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE OF A CROWNED SECTION, OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3) INSTALLED INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING lHE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE-STABILIZE ANY AREAS FOUND TO BE ERODING. CONTROL MEASURE: DUST CONTROL. PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABIUZA TION PRACTICES. (SEE BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED 'MTH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS 'MTH AN APPROPRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE. CONTROL MEASURE: LIMIT CLEARING OF SIT£. PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM STORMWATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF. DESIGN. CRITERIA/SPEC.IFICATIONS! CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA NECESSARY TO PERFORM WORK AND IMMEDIATELY REVEGETATE CLEARED AREAS. \\1-\EN POSSIBLE, CONSTRUCTION SHOULD BE PLANNE.D IN STAGES, AND ONLY THE STAGE BEING WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF CONSTRUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERl',ISE STABILIZED. CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS. (SEE ALSO MULCHING, SODDING, PLAS11C SHEETING BMP'S). PURPOSE: MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY REDUCING THE AMOUNT OF EROSION OF BARE GROUND AND THE AMOUNT OF SEDIMENT THAT MIGHT COLLECT IN SEDIMENTATION CONTROL STRUCTURES, SUCH AS SEDIMENT PONDS OR SILT FENCES. DESIGN CRllERIA/SPECIFICA TIONS: DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30, AND AT OTHER TIMES OF THE YEAR v.HEN THERE. ARE EXTENDED PERIODS OF INCLEMENT WEATHER, ALL PROJECT-DISTURBED SOIL AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 48 HOURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS PROCEDURE IS BASED ON THE INCREASED POTENTIAL FOR, AND CONSEQUENCES OF, FAILURE OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH PRECIPITATION AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE LIKELY TO BE LEFT UNATTENDED. . CONTROL MEASURE: MULCHING. (SEE ALSO NETS AND MATS). PURPOSE: MULCiilNG PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS AND ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTIJRE, MODERATING SOIL TEMPERATURES, AND HOLDING FERTILIZER, SEED ANO TOPSOIL IN PLACE. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND SPECIFICATIONS, SEE TABLE 3-1**; (3) NETS AND MATS USED IN CONJUNCTION 'MTH MULCH SHOULD BE USED ON SLOPES STEEPER THAN 2:1; (4) WOOD FIBER CELLULOSE BLANKET ARE CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL TIMES OF THE YEAR. Houvener Short Subdivision LEGEND SE 1/ 4, Section 19, Township 23 North, Range 5 East, W.M., City of Renton, King County, Washington ~ Clearing limits --a--Silt fence MATERIALS: (1) HAY OR STRAW: USE STRAW v.HERE MULCH EFFECT IS TO BE MAINTAINED FOR MORE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO 'MND BLO'MNG UNLESS KEPT MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND 'MDEL Y USED MULCHING MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING, ROLLING OR PUNCHING INTO SOIL, COVERING 'MTH NETTING, SPRAYING 'MTH A CHEMICAL OR FIBER BINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARll Y-DIGESTED WOOD FIBERS): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE SHOULD BE DOUBLED. APPLY 'MTH HYDROMULCHER. NO TIE DOWN IS REQUIRED. PACKAGED IN 100-LB BAGS. NOT RECOMMENDED FOR HI.GHLY ERODl13LE SOILS IN HOT WEATHER; (3) GRAVE, CRUSHED STONE OR SLAG: EXCELLENT MULCH FOR SHORT SLOPE AND AROUND WOODY PLANTS ANO ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHREDDED INTO 4" -e• LENGTHS, DECOMPOSES SLOWLY AND .RESISTS 'MNDBLOW; (5) WOOD CHIPS: CANNOT BE CLOSELY MOWED, DECOMPOSE SLO'M.. Y AND DO NOT REQUIRE TACKING. ~\'f:J~\\'f~~~ Nl-rs1GENB:~K s~~~\Js~fgD~E:~~; c1!~igT T~E wiL~se°t.~~o~~ES ADDITIONAL NITROGEN FOR SEEDS Nor REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER THAN 6%. AVOID 11LUNG 13ARK OR SAWDUST INTO SOIL. AS IT TENDS TO REMOVE NITROGEN FROM SOIL, RELEASING IT ONLY WHEN IT DECAYS. PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS 'MTH SLOPES STEEPER THAN 2:1; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE SEEDED BECAU.SE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS (INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADED 'MTHIN 15 DAYS) UNLESS COVERED WITH PLASTIC SHEETING. MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE-DOWN MATERIAL SHOIJLD BE REPAIRED. .. -SEE TABLE 3-1, THIS SHEET CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO TOPSOILING, SURFACE ROUGHENING, MULCHING, PLASTIC SHEE11NG AND NETS AND MATS). PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR, DESIGN CRITERIA/SPECIFICATIONS: (1) SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE REMAIND'cfl OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE '.,PREPARATION, INCLUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES, SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED .BED SHOULD BE FIRM BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY TRACK WALKED UP SLOPE. TRACK WALKING IS DRIVING A CRAWLER TRACTOR UP AND DOWN THE SLOPE, LEAVING A PATTERN OF CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEEDING APPUCA110NS l',ITH APPROVED SEED-MULCH-FERTILIZER MIXTURES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS, v.HEN SEEDING OVER SUBSOIL (l',ITHOUT TOPSOIL), AVOID OVER-FERTILIZING, ESPECIALLY NEAR AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL. PROJECT SITES ADJACENT TO BODIES OF WA~R MUST USE NON-PHOSPHORUS FERTILIZER; (Ih APPLY AN ~=:Et~~~!;~~ ~l;Jg:~E1iE~ErJ.ffc\'t!W~ i~6goiEDctJrt'ot~1lEDOFMli~RE.s. PER ACRE. MAINTENANCE: (1) INSPECt SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEED IMMEDIATELY; (2) SEED SHOULD BE. SUPPLIED 'MTH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. CONTROL MEASURE; PLASTIC SHEE11NG PURPOSE: PROVIDE$ IMMEDiA TE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS v.HICH . REQUIRE COVERING DURING PERIODS OF INACTIVITY IN \',INTER MONTHS. PLASTIC SHEETING IS THE PREFERRED .COVERING ~OR SEED BEDS PLANTED DURING 'MNTER MONTHS, IN THAT IT NOT ONLY PROTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH AND LIGHT TO PROMOT£ GERMINATION AND GROWTH OF SEEDS. DESIGN CRITERIA/SPECIFICATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2) COVERING SHOULD BE INSTALLED AND MAINTAINED TIGHll Y IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN All DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A ·10 - 24-INCH OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED; (3) COVERING SHOULD BE INSTALLEO IMMEDIATELY ON /\REAS SEEDED DURING WINTER MONTHS, AND REMOVED AS SOON AS POSSIBLE' ONCE VEGETATION IS WELL GROWN TO PREVENT BURNING THE VEGETATION . THROUGH THE PLASTIC SHEETING, v.HICH ACTS A$ A GREENHOUSE; ( 4) WHEN COVE.RING IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEAl'H SHEETS. MAINTENANCE: PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS .BE MAINTAINED. ANY AIR BUBBLES F'OUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING THE NEXT 'MNDY PERIOD. RE-ANCHOR OR REPLACE AS NECESSARY. •.._SEE TABLE 3-2, THIS SHEET TASLE 3-1 MUlCH MATtRIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MA TERI AL QUAULTY APPLICATION APPLICATION RA TIES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 SQ FT GRAVEL, WASHED: 3/4" -9 CU YDS 400 CU YDS. 3• CRUSHED STONE 1-1/2" SIZE OR SLAG HAY OR STRAW AIR-DRIED, FREE 75-100 LBS., 1.5 -2.5 TONS LIGHTLY COVER FROM UNDESIRABLE 2-3 BALES (90-100 BALES) EN TIRE SURF ACE SEED & COARSE (MIN. 2") MATERIAL WOOD FIBER DYED GREEN. 25-30 LBS. 1000-1500 LBS. 2· CELLULOSE NO GROWTH ORGANISM INHIBITING FACTORS 26528 TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBE) 10% 92% 90% ANNUAL RYE (LOUUM 40% 98% 90% MUL TIFOLIUM) CHE'MNGS FESCUE rESTUCA 40% 97% 80% REBRA COMMUTATA JAMESTOWN, BANNER. SHADDOW OR KOKET \',HITE DUTCH CLOVER 10% 96% 90% (TRIFOLIUM) EROSION CONTROL NOTES THE FOLLO'MNG EROSION AND SEDIMENTATION CONIBOL NOTES APPLY TO ALL CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHER'MSE SPECIFIED ON THESE PLANS! 1. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE .AT ALL TIMES. FOR PREVENTING SILT-LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILAB~E FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE CITY. 2. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION, .MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS SWPPP IS THE RESPONSIBILITY OE',~THE OWNER AND/OR CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNJIL' ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE CITY ANO,,THE SITE IS STABILIZED. 3. PRIOR TO BEGINNING ANY WORK ON~)HE PROJECT SITE, A PRE- CONSTRUCTION CONFERENCE MUST BE 'HELD, AND SHALL BE A TIENDED BY THE GENERAL CONTRACTOR, THE BUc.DINCU!'./SPECTOR, REPRESENTATIVES FROM AFFECTED UTILITIES, AND A,.REPRESENTATIVE OF THE CITY, 4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION, EQUIPMENT FOR THE CLEANING OF PUBLIC ROADWAYS SHALL BE AVAILABLE AT ALL TIMES DURING CONSTRUCTION. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED AOEQUA TE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. MINOR DEPARTURES FROM THIS PLAN ARE PERMITTED SUBJECT TO THE APPROVAL OF THE COUNTY INSPECTOR. HOWEVER, EXCEPT FOR EMERGENCY SITUATIONS, ALL OTHER DEVIATIONS FROM THIS PLAN MUST BE DESIGNED BY THE PROJECT MANAGER AND APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. 6. All EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CON11NUED FUNCTIONING. . ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1 /2 ITS MAXIMUM POTEN11AL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE FLUIDS, PAINT, CHEl,!ICALS, OR OTHER POLLUTING MATIER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE, 8. ALL WORK SHALL BE PONE ACCORDING TO BEST MANAGEMENT PRACTICES AS DEFINED IN THE DOE STORM WATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN AND CITY OF RENTON STANDARDS. STRAW BALES AS REQUIRED I STAKE BALES TO MAINTAIN POSITION \. AS REQUIRED ( 2 STAKES / BALE ) 1.-· 111. ~-1'-0" MIN. FREEBOARD TL 0336 0 TL 034! \ 0 ) NOTE: SILT INTERCEPT SWALE MAY BE SUBSTITUTED FOR SILT FENCE WHERE APPROPRIATE. ,, 0 / / / o-- i 6 6'-o,, 6:1 STRAW BALE . (USE: AS REQUIRED) N.T.S. ED SILT FENG: Ht MIN, RUNOFF WATER WITH SEDIMENT -ii -;1111 111111rnm11111 i' 111 " 1-1 11-TTI-1 11 SEDIMENT GRAVEL (12~ MIN. DEPTH) FILTERED WATER GRAVEL AND WIRE MESH FILTER INLET BARRIER TYPICAL ALI. CATCH BASINS AND YARD DRAINS NO SCAf...E CARPORT -, 5' X 2" X 2" POSTS INSERTED 2 FEET INTO GROUND ,t POSITION FILTER FABRIC OVtR ENTIRE TRENCH Silt fence 12" MIN.----' 4" -8" QUARRY SPALL$ , '\I-\~· \? PROVIDE FULL WIDTH Of . y""' INGRESS/EGRESS AREA ~ ED STABILIZED CONSTRUCTION ENTRAN~~ LOCATION OF ROCK CONSTRUCTION ENTRANCE(S) SHALL BE AS DIRECTED BY THE CITY OF RENTON BUILDING INSPECTOR. DIMENSIONS MAY VARY PENDING CITY APPROVAL. 10 20 40 80 1_1 '--~--'' 1 INCH = 20 FEET CLIENT • W, > c:( i (/)' -/ O:::, a::/ 01 ~! I I NAVD88 CITY .OF RENTON SURVEY CONTROL NETWORK STA 476 TOP OF 1 /2" IRON PIN IN CONC MON IN CASE LOCATED 15' E OF CENTERLINE INTERSECTION OF SHATTUCK AVE & S 15 ST. ELEVATION = 132. 86' ~ SITE BENCHMARK RR SPIKE IN WEST FACE OF UTILITY POLE LOCATED ON E SIDE OF MOR.RIS AVE S APPROX. 80 FEET NORTH THE SE PROPERTY CORNER OF SITE. ELEVATION = 172.0 tft;{ if Paul Houvener MacLearnsb(try Enj;neering, P .S. Civil Epf\i;teers #Planµers /! ! ht __ ·-1 fl i, 11----H-o_u_v_e_n_e_r _S_h.,...o_rt_S_u_bd-iv-is_i_o_n _ _..s., -r<c.io ~ ti 15i\l1 Temporary Erosion & Sedimentation Control Plan 1. , . .. : ' -DRAv.N BY CAH DATE January 23, 2007 .x,e NO 26528 CIIECl<ED BY MCM SCALE 1" = 20' SHEET 4 OF 4