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Plans (43) eJ2E I t.. r'Lr t � ')�y NOTES ,s 1.Trees adjacent to designated clearing rmirs � 1 r shall be protected within the critical root Idkk "s zone 1CRZ)os dir. volo i"�r ,�,; ..7 !//r(c�G1 ' � F 2.The CRZ for Nees 4"dicer smaller shat/ / / be an area with a radius at least 5'from �: 'lye S,,,,,,A:':!..- i['(Af'l r r`v'v*r�,;,, , ' the trunk. .3.The CRZ for trees over 4"dia shot/be on Orange plastic area with a radius of at least 18"from the mesh fencing Teary trunk for every r of dim size. I fencing7 4.No sol grade changes or compaction shall IIF I�jj, I I'+* o tate place within the CRZ.except as dr. (/ I*a ,'+39,1 s(v : ! %!T: ./ sane wffh; RZ.Dare must v j Ir I -*-4. ;h k+'.,:- turbahca Specialcavation. AI mo)'be required �'k+rot' when the work area is within the CRZ of6'metol'7" 1A0 4.44i o trees fence stokes TYPICAL TREE PROTECTION TEMPORARY FENCING t. v� Approved 777 Icon Daae: p ay)/)o6 TREE REMOVAL IDENTIFICATION TABLE 1h {/ POINT NO. TYPE SIZE IIN.) REMOVE p W !r<jfl' q' Lg50825 Obddmous 18 X w 50825 Deciduous 10 X 51028 Deciduous 10 X A 51225 Coniferous 8 X i en max. Deciduous 6 X t Between states 51477 Deciduous 10 X r r r 51478 Deciduous 10 X wf a 014 4 , A 51479 Deciduous 6 X I 51480 Deciduous 11 X Temporary51481 Deciduous 8 X 6'metal'T" fencing fence stokes I Zone of protection �I 11 (CRZ) 111111 FENCING DETAIL GENERAL NOTES: The construction.adjustment,maintenance.and upgrading of these Erosion and Sediment Control measures is theCONSUME? W°Ma. responsibility of the contractor for the duration of the project to comply with Section 00280 of the Oregon OEf C mien sea s nwe r+ OREGON 97401 eye Standard Specifications for construction and the Erosion Control permit. PRQ T OF — ` "m `"�0b f eSvr a101.90.670Y101.90.670Yw ` £ sr TIE RNAN REALIGNMENT Erosion and Sediment Control measures shown on this plan are for anticipated ale Conditions.Adjust or upgrade V� GIN F FANNO CREEK GREENMEN TRAIL these measures for unexpected storm events to ensure that sediment and sediment-loden water does not leave CWS STANDARD DRAWINGS � 80 the site. SW TIEDEMAN AVENUE ■ 805 Matting Channel Installation _ -i WASHINGTON COUNTY Develop a revised plan of the Erosion and Sediment Control measures shown as required by Section 00280.Oregon I e R 0 N 2 hheWMe e,-Nicholas►w«,... Standard Specifications for Construction.Implement this plan for all clearing and grading odhnties and in segments • 855 Construction Entrance i ,� _ applicable to eoch staging phase.Construct in such a manner so as to ensure that sediment and sediment-laden ■ 875 Sediment Fence �. 4t, i3. ZOO Q`t� Drafted ,a, , es ey-my Jona* water does not enter the roadway or drainage system.or violate aepplicoble water standards. ■ 880 WoHAes �4S • (\�� — sal. Install measures within the right-of-way unless directed otherwise. ■ 900 Concrete Washout PAUL R • 915 Inlet Protection - Type 4 EROSION CONTROL DETAILS Orange sediment fence may be used where sediment fence and temporary orange fence overlap. IN 945 Standard Erosion Control Notes for Sites Less Than 1 Acre EXPIRES: 12/31/i e GA + pot:\\PWCSOIE.obeo.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadwoy\Plons\36016f-GA.dgn :: Default 8/22/2018 8:56:49 AM npolenske • Sec.34&35,T.1 S.,R. 1 W.,W.M. 0lost,slope matting.type C Sec.3,T.2 S.,R.1 W.,W.M. (See CWS std.drg.805,sht.GA-41 0 Const.construction entrance,type i (See CWS std.drq.855,sht.GA-41 OInst.orange sediment fence (See CWS std.drg.875.sht.GA-41 0 Inst.orange plastic mesh fence (For details,see sht.GAJ © O Inst,inlet protection,type 4 ny� ,r (See CWS std.drq.915.sht.GA-5J i,i/ % CI -41 — _—_ cp - SW TIEDEMAN AVENUE 4. O BEGIN PAOI£CT „...., , • STA."T”0+43.38 / -- 0 .�---�: _.----- '-"n ��---- ts ,4� t :•°oo \ •,� I © „T„ LINE -_-_-41 ,-,,,-1---------- ' `��� ;- iii %vim. Z� © / fi It s: S. ,` o ��%�-fes% - - s ,—♦ -.i7 �♦ , .. i '_ i�>.Ata.i �'i-*w �1 :. 0010. ++0� vr �� %�i�! ♦"•' 0 i.. 040 ��i��I/�(Z i '� ., � _ 001. +io %/�'�//�s�"�" �,-********110♦ I♦�' !i — A'',:�i• ft►"�.tt... +�, M i♦�♦�♦♦r♦♦0"."i4 .♦•moi 1♦♦ ♦�♦♦♦♦ �1�4 iNVialla*iiii.../P-, NO 1% 40. P IP. ••••. • 7 41 O O ,___---1----- ♦�♦�♦�♦i ♦i��''ii 4,;• S i�ii44 ii♦t♦♦o♦ O • 1 , e i / .1. 8 . LEGEND Fill limits ——- Cut limits 1111 ... IN —a--a- Wetland �� •"\P-..- Flow arrow -- --a Orange sediment fence TIC-ARD BOWERS— =CO OFFICES. ' SLOE-100B EUGENE O EGOV 971814.1■ ■—■ Orange plastic mesh fence G l)NG CORROF 1EOFFCE' Qi Inks protection PRgc s �"' ,.,»�� fANEO5IK-00 94EAt MEMO)OREGON..1 wcaNav 6Y19lCiRW //�O//j Slope matting NkG I N f F SQL TIEDEMAN REALIGNMENT OF Construction entrance `� FANNO CREEK GREENWAY TRAIL NI' 8� SW TIEDEMAN AVENUE Remove deciduous tree WASHINGTON COUNTY 0 Protect deciduous tree __ 0'E G 0 N 2 D..w�.e By-Nicholas Odom** . X Remove coniferous tree C' ^ �� Chocked a7•Amy JonesQ y �I• •13, -� � Drafted er•Sorban oxwu .4 Protect coniferous tree los PAUL RO�� sieT SCALE IN FEET ♦�♦j No work zone EROSION CONTROL PLAN �� EXPIRES: 12/31/10 GA-2 20 10 0 20 40 ped:\\PWCSO1E.obec.com:PW08EC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\Pians\36016t-GA-2.dgn :: Default 8'22/2018 8:58:12 AM npolenske Set.34&35,T.1 S.,R. 1 W.,W.M. Oi Insr.srope matting.type C Sec.3,T.2 S., R. 1 W.,W.M. (See CWS std.drg.805.sht.GA-4) 0 Inst.orange sediment fence See CWS std.drg.875.sht.GA-4) OInst,orange plastic mesh fence (For details.see sht.GA) OInst.wattles at ordinary high water after excavation for floodway mitigation (See CWS std.drg.880.sht.GA-5) S 44,r4.40% A+y,' N 4 ,%;`)/ 7-* ,,#-•,..s..,,,,,,,,...,:piNte;‘,.Z,;:',-...,)‘..__ : ,,__''..04:-.:;-.1-,..„.„ ,_-- ..__ . .7 .4,n.z.„ `A� :\ts* 'E LINE �- .;41.,--os��'-:.�t._=��vs ewe �i►�,f�Ih�, •.a. —®___ a "T„ LINE .�) �� '1" ,, - 4+ •.711 1 of `j�� 411 -41111,00 -411111111111111111"1",4 `�`� w O ' 11.01,!,'I�jg11!/�� ` cws eos� / ,.� Pw;ng rm)rs ��Protect e�n (-Ji.J11149A41.11111F! :4,''' V I Irk J X11_:, .IrA:.1. rA� P Ml'Ir :1' �1/� W z ill.: ,.I,u,:!,�`��,��,-ti rnnu,ll.,_ :IiRaa ���i- \\ END PI�WECT tnF—F l �� �1�rl ��l���l iI I •rte . © w L-',. .. ,,,,a ea ltd ( �!�1��14,i 1 `Illi Neo ::' i0i STA."T 6f 11.85 ,-7).,ch. ',L, / i rifir: - ili••i • gue , / it, v ©,ti ii,��14 � � x•04* ©io •� LEGEND I V:\'\\* .�'�`�\ + s• im Fill limits �� • �� • --- Cut limits 41/'r-� Q������*��`v,��ids Wetland 0 0 0 t —_.- 0.rr.W : ■ 1. ——- Mitigation area ter— Flow growNOTE: See special provisions for seeding "I I G A RD - • Orange sedimen/fence requirements in mitigation area. -•—■ Orange plastic mesh fence =sums OFRCE 1,Fr HOIEERS 4120 callow Roc starve mom&oR OOv an0:a89 III f Wattles 549 PRQc- ms .�: [ V//A Slope matting 3�F���8;N FF. `em TIEDEMAN REALIGNMENT OF -:; Construction entrance `� 9• FANNO CREEK GREENWAY TRAIL SW TIEDEMAN AVENUE ,ig Remove deciduous tree WASHINGTON COUNTY Protect deciduous tree 2 0 R' •N 2 D.smnsa By-Nicholas P.l.ruk. � �O �r (y Ibi' CQ Cnsa.sa By-Any Jaws 7C! coniferous tree O 13, 2. orae,a By-seta,oma Protect coniferous tree e4c • PAUL. R�O�`' T SCALE IN FEET 71St No wort zone EROSION CONTROL PLAN ������1 EXPIRES: 12/31//$ GA-3 1 20 10 0 20 40 - 1 pw:\\PWCSO1E.obec.com:PW0BEC01\Documents\OBEC\Projeot5\0360`0360-0016.00\CAD\Roadway\Plans\36016f_GA-3.dgn :: Default 8/222018 8:59:26 AM npolenske i WWI 4 FO•Aria MB0A11a wIS ID INSULim SM.RCMLY *41 • '>� MW I4 W U WW MAW //'us WSW MINA SE 4 �• p0 _.Lt / mat 11 M FAINC WM 10 .'� s''-I:'.1L25i ^:- + + +• NO Maroc own ARO WNW%W .RCL Q1v As uRE SOL s MAPPED -,..•;:i :RIMA;-_ \ \ -L OF ' . "11... ii7T? CALE ldr '' rua F COM S sew OMEU7 Y.Y I04'ff '------- ''4..i' i' a20•YN.FOR SMILE WNW WO DUPLEX RE90QANL Mt s C` 1. BURY BOTTOM OF Farm FABRIC 6' w.1, M11r LLYnR,PINE O STEED FENCE OMEA, F G AFy MS NW "i 7 .,,0. 2 IC FK.PINE M 51@l(GRAD F �v x POSPOSTS TO BE INSTALLED RIM UPHILL 1Y 1111 PAM.61T /. COMPACT BOTH SOES W Mim F�� ����' , SDE Of ROPE F 6�n j WI " §II�/..�/6'\ a vwnaB BE PES OF �`• �• ,1�/1/r I�1 . //O//\//��/��/��O��O��/�/��/��/���'"p¢,� - - WOW a' I! ���''v� AaoRONc m SPACING ON OE7u + +t -+.......41_ 41 STAPLES '' '''JiOi�pOi��p�`\�\///\\ii.4g_ .nE Rau ' //\\/,�� PROFILE ISOMETRIC VIEW -`{yG T� NOTTO SCALE .0 MEWL TYPICAL SLOPE /n �� Suv v VJ i- NE ENTRANCE SHALL BC YANTANFD N A CaOITON THAT W.PREKNT TRAMPS W iLOM S t RL1B1 FABNC M41WM SOIL STABIUZATION /< 4 ! OF SEDIMENT ONTO Pueua RIGHT-OF-WAYS.THIS MAY MOUSE TCP DRIMMIC.WAR uu/o' I t-e' I 'nN. CUM CUT W NO MEASURES USED TO MAP SEMENT. 'A A a�� . 1 WM%A IS RIO ED IMIN NECESSARY.?WEIS STT MAL RE DONE ENTRANCEBE CLEANED PRIORroi10o 3D NM CRUSHED WOEMUC'MAT DRAINS CFO AN APPROMM 4. •MERE BNOF CONTAININGSPSOWN? T TRAP CO MATER 6aEDMIENT amt. THE ME w TSE maWROVE �ji�/i==i%�. Nor ro ragENTRANCE OMR WASP=SMALL K LAOIS MAW TO LEAVING RIE M 7MOW1 AN TRUCTI D _ MERINO SYSTEM. 1. SLOPE SURFACE SHALL BE FREE OF RO:I(S,CLCOS.STICKS AND GRASS MATS/BLANKETS STALL I S Dl SEIGLESAMEI •T/AWUM WAON6 MR MBR NIp1YAT1O1 Sr LONG BY 20•BOE a DEEP OF NY IRMS CLEAN ROCK. 1'-e�_ ax OMNI carom SGE RAYL SNE PERMANENT SEEDIT. awls 4 O BEAT SW 2 APPLY METSLOO SEEDING BEFORE R ST LEBLANKETSO mu FRONT VIEW IMM O Do.oN MENTOR 1 LAY NOT STRCIM 101,50-Y AND STAKE a STAPLE TO YANTAN DIRECT CONTACT NM M SOL W TIMMY P Id 1�E 9-5 CLEAN ROCK.60KRNN0 MIMOBM1 YAT PEOIME CFAIDUAE NOT TO BCACE FAME TO PTRYEIT SUB-501.PIMPING. ANO SOWN KNOWN MO DEW wRO.L 4. STARNG OR STAPIE.G LAYOUT PER YAvuFACNRERS SPECIFICATIONS. MATTING SLOPE INSTALLATION cleanwainirservices CONSTRUCTION ENTRANCE cklmiNger-‘41terrices SEDIMENT FENCE CleanWit Secvioes DRAWING NO.805 ROAM 12-1e DRAWING NO.855 REVISED 12-IA DRAWING NO.875 REYSEO 12-16 II III TI GARD CORPCRMREORFEE NT," am COL4/IRY C3(1B ROAD SURE WM DAME OREGON 97p1.RMF PRQCs€ 7. s REGIONAL OFFICES F3" N..46.cm. LumosmEca SYa,,MEDFORD OREGGRT NNNCOLNER NNSPNOTDN GINE /el (3 ‘•‘ e TIEDEMAN REALIGNMENT OF 80 : 9 FANNO CREEK GREENWAY TRAIL SW TIEDEMAN AVENUE WASHINGTON COUNTY Z Z 0.6141,10 ey-NICholos PaaNR• C7hC) cn•eN10 By-Amy en.• 5 c • 13, 2� % 0.04410 By-Sorban Deco�qS PAUL C°OC' SIT EXPIRES: 12/31// EROSION CONTROL DETAILS GA-4 pw:\\PWCS01E.obec.Com:PWOBECO1\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadwoy\Plans\36016f-GA-4.dgn :: Default 8/22/2018 9:01:12 AM npolenske AOR RORER CLEAN we so,•MME mom MARC CRAM MAY BE USED 9101E IOM . R M IROM CROW.UR Y BY S MN AT w/umm TORR AND W/ me WPM 1 T cG41O ONT BOflO.OF Mosso OF DBARDPRENT DL PLAINTS NO It PIRNMION L SR91P1T FAC01CROSES 9MLL BE • ANO oB9dI NANu.L N OMrEASSED CAPACITY10 NTh A MOINA I— __ _ 70 FRE• E O DOfSIM A MIIRA.r _ FREEBOARD d<12 SINESIIIIIIIIII L wCLEMIED,OR NEN AMiMR FAMI11a CIARDS — •I 1 1'I I I �.Ii HI,) III'III ,i�11��. • „> • ▪ CONSTRUCTED AND READY FOR • •-•-•....' I �. i i'.�I —� I"III i gyE Ug MEE'E wASHOur IS 75f� I'., I •-I-ICI /1, I 1 1 i i� - ' �..."" 4000 STATE RAI. = I • 1 1'I •/. - -wATAE3 AL011r.SLOPE KtQ011R1. 1 F 71E'L41910UT I HEARING • / I I,•I 1: EAPAcm,vACOW Ala asFoaE —_ . . .r:,, .L: ._ PROFILE M"" _ MOTTO SCALE �T/ - r, 4. R3iCRARY CONOTETE WASHOUT /J FALTUItS SHALL SE LOCATED A ....... AREA DRAIN`� MO M1 OF 50 FT FROM SWUM v1_1v �ES MIO W IN ORMAURSES WNTAM CWMICAroEE CATCH BASIN MGT EINAR RIE FRAMES MID G1B60UR96. GRAS SAAR _ S CONCRETE IMNHWT FACTIOUS NOT TONE , UMW=MI SLIERCIDrt 11111 OK6901tTRjs �.IO/IR I LY CONTMC COWEN wd7E FLOW f� I i :. GBdA/m N s1A9MUT M'f1Y 21' OPERATIONS I PAINTS sN7E TRACK NT mil R°W SECTION L POSTAL Pmi��D�a►w a+mSI" ��I �xaoE ADMAN �,i � NOT TOSCAE COMMIE WASHOUT VACUUM I I 2/" q 3 lit �,„.,, • RAIOO S/AMIa 7. MAY IS A CATIEDPCATAILE ANDaex ? "4 . ... '1i..i ..!l i'' j • �'R ROM SILUSARE ROUIVAIDIO . :IN DITCH INLET PLAN VIEW 1. DAMPYC tam EXCAVAr BE�V9FD W rMMN K MA P bags. A.GALL• > 1. MATERIAL STRING SPOSICA10Nk 1 WH PE7NEIFA BBW NOTES• B”aa.4o of W▪A N DN'IG&a/NATIO. E MpUID ON 1—' 1. ADOSONAL MEASURES MUST BE MALT K a 57�SLOPE a 1 CONSIDERED DEPENDING ON SOIL TYPES. x z SPACING N Aaaowla NTH METAL$40 F TAN - L _ _ _ _ 2. BM-FILTER BAGS SHOULD BE • s ADIOS ALL RanoR CMS.N'RTARW a I n)=i n I,"-n r w I 1-1 m"r-^ n u n '=,, STAKED WHERE APPUCABEE USING(2) cats MOINCloms wATRn oINECDia T COMET Ma ATE u,=11.11,Z-4,1-.-I'" =� ,--11-11=1:--1-n u u r- _=I- 1"x2"WOODEN STAKES OR APPROVED PLAN VIEW 50` EQUAL PER BAG. NOT TO BCALE 0 INSTAL AE NATREN M A V OQ Meat F01 iURT1EN DFOMWITGI SOLN MAT NO OAPs BEAT RAMIE.M —t -..—S BY 11RN TO 3. WHEN USING 30"810-BAGS TO FO DESIGN CRITERIA SFE SOL AOT IS A TATTLES 11t LLEIS.M CONTNI CONCRETE DOSIING GRADE PROTECT A CATCH BASIN YOU MUST aMPTER 4 M RIA VAh'R D MS OF AOMECTNW. MALL Z HAVE 4 BAGS AND THEY SHALL BE SERVICES E70SW PREVENTION aMRKRD 1 eT.AS 110061 W PILAW UD NO SODOM MOSEL smNBrt vA a yxRwa AE IUD.WINE RV>WNE OVERLAPPED BY B". PLANNING ANR MIEN MANUAL CONCRETE WASHOUT INLET PROTECTION C]eeaEEVVrer Savioes C]eanVAta- a vioea WATTLES C7eaEEVViier .SQYN'1C6 DRAWING NO.900 'LEASED 12-18 DRAWING N0.915 TYPE 4 'LENSED,2-1E DRAWING NO.880 REVISED• 12-1s i . T AGARS) coNsarms L'ORPORITEO FC'f: Oa Er g sr,COWRY auB ACRD.SWF 1029E GAEmw naep PRgcL O4"OFFICES. es NNNaNaEG m LAKE r A6PYii2 OaFcaG wlncaAft Na4Y9aV CONE' ` 802 • FTIEDEMAN REALIGNMENT OF . FANNO CREEK GREENWAY TRAIL SW TIEDEMAN AVENUE WASHINGTON COUNTY 2 - i I D.Ons4 By-Nicholas POl.nPxl / g CI ,y�^ �C7_ Checked By-Amy Jones Q •T 13, l� Q WooDrafted By-Sorban Eo �4S I 00�' SHEET EXPIRES: 12/31/18 EROSION CONTROL DETAILS GA-5 ped:\\PWCS01E.obec.com:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roodwoy\Plons\36016f_GA-5.dgn :: Default 8/22/2018 9:02:28 AM npolenske NOM L WHEN MNfALLNN RRIOif OMUltS,A WWWItORANE NIO f1OUSE11CIDP9Qd W OE YSMtlhK.YW.7M$ NETAUATION.AND aANPENwcE Of MOON MN SWAM CONTROLS V•140 WOKS 40370111103,7723 RSTPM0W2E041T INSPECTIONS O THE MOON ANO MNIAEMT COSMOS AIN 070wKi 01.417311.1. 2.CONSTRUCTION ACmiTESIMP AVOW ORRW.L 12032122413/NCMuTIONOi 6204,40 ROM 001:01311714000631 MAY1137 EAU YEAR L OURIN0 MA710337000,111IOMMYSTASLEATION 041141/RM0510CCN ATMVINO EACH WOW DM 4.SISMMUrt 1201011015 MUST SUNSTALLI03/10 MAINIMILD 041211003011 61120104,11013 031311.2114611002:01 SIM RAU 104E3 PANG t016111000Of.THEY NOST RLAN N NAGE NRII PENMNENT 30011711101402 000 3130.343011T COMING 0 100500 SOLE ERNIWIFD. S.ALLACTNE NUTS MIST MAYS 3lDE 214TCOMOEN5TAi12DAIN4ANTNNEDATMtTIMESDWN C0 S1NUCTNM.WASS 011ENI R ME APDV00.A SURFACEMOUNTEDAID 472474210E IASHHNED iLISI ML E ND 20111 1 aM NIST d104 Or THE MANS SIDSSENT11.471031371*MI NUR SI CIONSI VI WM10124140106 MO PIN=MOR W.NNSiff DST/M=000PPSOPOLYMIOSCD.MOUSE OIIESEOEENTIBMSMUST LEPOINDMOPRIVENRDNOM CAUSING A IM M O=OF TNI MO LMNLE WIINN71ESMENIHO1NMN LAeDEAPACUM VPOFSwSL1M101314 ® PLIPORMAWOLONe TOTM 0112004 DEPANMDrtOSUM 1wNSErOUPSD7013AWE S10000/1141.137 NOM 04112411014AUTY4201420 INTO 001141 SEWERS.004.22360 WASS ORV/A3U 000113. L S1042147141ETIE REMOVED MOM WOO ALISEOEENIODNMOLMMSINESMIEN IT WAS RAL140314MNIT 01/307012 DARKEN 21122111101013001170 TMLOIM401M2AAR6IEMOVAL I CVANMaAUSSRIOWESWONSUMPS MDLTOmAWWI SEDwertIIEMBONCOMM/0WNNNRm1ICEDLfS% AND ATCDMnnNNaPL000. 10.ASIM CW TOXIC OSU MI NArARDO SMAM Ms MURNOLOSPRDISMUM APMI041101L MO DISPOSAL IL THE 3M10MT11E PAM PROMILY MANAGE 44204444009020 INEDOM$.[DNMAYNATTOSOS$ITN IUSIVAME.SM72/11 WASTE.LOW WASTLOIOINOTONCSINRMLP6011[01E1110H7RGMMIEDN NWCONSOLC1101L It TM APPUCATNN WEOSSN MUSUS D70NEmASaxYELNAODiIMSTsauowMAWSAnOEASNOOMfieIMTIONL NUM!,MUM P0001I90II22E TO WKS EIS MUST LS AILLMD®. ;EAS 4emumSSNOwLE IEmAMO CAE MOM'S 6420ENAPMRCAIIOM01MIN1>BO W1T1N ANY WARE WIRR WIMIA:ONL IL OWNMION 02001131E0PISON SHMLxR®ONmU0014 PER RSTMUTION AMD MANTODNO O 01E12100010 SENMDROONIROLMEAWI SN AACCONAA10O!WITH OR10NRWAN MARS SOWILESRAMOMOfAND VAILMN ROSPA 444097101. SRA 070 NW IANONEMAMNL ACTNOER7Me01N101ISM 02 IHS WANINGOTIs,MITAIY MOM MOANS 23116 ARDS MIOVN0ITHRMAMWIMI MIAMI DMRWiWM TMM.9T M1T400ELNIRAFP103014 1O RIE09OF VICE rlN10TIE0 seYONTMCMNNILwNTS.1MOW10eVr2N1NrTEE MISTMANrMNTMmNUTNNFON nrtowTNNOFINF PLOECT.MOIL VEATAT 1COMMISTOEI OM11131111WO1H04NL2O001N127100FMIQOIANRdEDEO42L M.PwNT0WINO OSNRSNILACTWIES,1fEMMSTKO MUSS EMm/41/10 EL341011mI61M1ONNMIAMO. PERM=$10NMLTCOmIOLANO MET NNTM.TOILfNSEEESMOW EMMATM D SORT*SUMMON OF INSPOCLECL IL.0VIETAIMSUP MIS 3/14111131010100 MUST TAN PMO 4UTEnuWSMnBAENSM:M UMANOPERWITAes MUG N TM MX ARS AS NESE®0.5 101 PONS 02 AS SPEa40D n CTE DcaM MIO41®L v.WA7ERI614170 0153MTIIIMDTOm 10120 MI1MTEDSOLSRw1MmMTSUCTONSERAAI 90IEOAVMMS STOOANMSOL OMSITE ATADOSNA1m100474 IIBM4ARLDRMTEIMPS,SOL MISTBLOOMED S NMOMCOT FOS MNEwMRIA4L LL ML MANN 01004417 LAMP WADS MR E DEOWdm OVER AM 10101121.10020.PIVERILLINVISGETATEDNWA AMD T10IOI004 ARMOR CON700 MO.L FUSS SALT. It THE ESL MAO MUST ERLTOWTLAlMEAOMPIOWN4ITMMN MUST E 113331110 100002.4T0EMLNETMT 321I2403i130011WAMIDOISIOT EMIEA SIIEACSWATODLis9L040WIIY.OI0MMI1.00PO Ei 20MIS 24129.4631140W18 CONSIINUCmNPSROD,711MS�ME1MIAES SHAUN UNWED SN®WIOMANEMIWME2MN0706 PIM AIME MINIMUM 101421~410141S FOR � WMPM�LNaOAIIOl6 2L WNTMIESCI0EIMISIIaE12070IL MANTAOW OMRAINAVANAMETO DSSMCTNMECTOAsuwA 31IMIL 22.11 MIAS SUISIC7 70 VAIN MOCK MISIOPIL411114APS MST IL USED WI4104 NM MOOED*APPUCK004100 WA7M1 SPM10002.13ASIESHESEEIa MNUDN.OLODW,wLNm DAMNS 2L AIL U0NEDSOLLSMOTEONEED OW1E WR YAMS PEMOD. STANDARD EROSION CONTROL NOTES FOR SITES LESS THAN 1 (aeanSiler SaVioes N ORAWINC NO.945 ACRE REVISED 12-14 A . T r CARD C s ROAD,,MATE MKS HAiEME OREGON 9,401-900 \C569 PRgcCS'S NOKIAMMWeseccor (AEOS4E &VEX A/�O%/QffGON YA 410 IMITWiO7CN G I N F TIEDEMAN REALIGNMENT OF �kr p FANNO CREEK GREENWAY TRAIL 8� SW TIEDEMAN AVENUE WASHINGTON COUNTY i' .0 O Designed By-NI011010*P0lenske t 107 a eeNed By Any u»s % 4b, 13. 20°PAUI Ck64Z) � Droned By Urban Dk Oo qS r GA-6 EXPIRES: 12/31//8 EROSION CONTROL DETAILS pw:\\PWCSOIE.obec.com:PWOBECOI\Documents\OBEC\Projects�.0360\0360-0016.00\CAD\Roadway\Pians\36016f_GA-6.dgn :: Default 8/22/2018 9:03:39 AM npolenske