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Plans (380) ' G e .R Approved by Planning i. Date- elAih424, 1=; Mi ls: ls.S INDEX OF SHEETS CITY OF TIGARD SHEET"°• DESCRIPTION PLANS FOR PROPOSED PROJECT v 1°P6 , r,.'•"- 1 Title Sheet F, e ` 4snetl,...... ..7 . C� 2 Typical Sections GRADING DRAINAGE STRUCTURE PAVING '' � 2A Details e e t� �, o maw ' 2B Pipe Data Sheet „a„1 't 1t '*,/ ,OJT 4A PPlan rofiled Profile TIEDEMANREALIGNMENTOF Ile - �� GA Erasion Control Details GA -3 F o Mitigation FANNO CREEK GREENWAY TRAIL ." Az; © :w GH• -2 RTprop Details GJGJ-2 Stormwater Details SW TIEDEMAN AVENUE !!�±.. °II BR1DGEWASHINGTON COUNTY Orval Length Of Project- 0.11 Miles 1 Plan and Elevation 2 General Notes l U LY 2017 000T SW.Drq Nos 3 Foundation Data RD130 - Bollards 4 Footing Pian 5 Typical Sections RD300 - Trench Backfill,Bedding.Pipe 6i w OR Zone and Multiple Installations 7 End Panel DetailsDeta ( CTS. __ Q .1 TNan,ST. RD360 - Manhole Frame Adjustment 7 Wingwoli :I ''�, /- L TAFF I�-.- S� >�- RD386 - Fill Height Tables For Circular +A6 iu OSOR S� �i I -5J 1 -t Concrete Pipe o PL• �. 1 moo R0388 - Fill Height Tables For PVC Pipe RETAINING WALL 4. 1 Retaining Wall Plan and Elevation I _ 6 7 0 STE sr. RD393 - Fill Height Tables for 2 Retain Wall Notes 1I NORTH § DAKOTA 1 1.,. E)(< 4 i Polypropylene Pipe Retaining ST. NORTH DAKOTA ST. 3 Retaining Wall Mounted Chain Link Fencing `it I g - RD815 - Chain Link Fence - -- ® G RD1000 - Construction Entrance LANDSCAPING / �� RD1040 - Sediment Fence ' \' PiAFFLE RD1055 - Slope And Channel Matting L 1.0 West Planting Plan & Details `o a = !1.1 East Planting Plan & Details 8R720 - Standard Gravity Retaining Wail tyrEEA \ a gg _ Details rrr---�� TIGARD ST. Scarp ti Si i # \\ sT. OFFICE COPY .-..'�` c._ ^ . ; % -tx, 1 OANNS C,\ LONDON TANGELA CT. ST. MEADOW ST. c-CT ANGEL a, St . t a n KATHERINE ST. ® _ cf4A CITY OF TIGARD € \ � " 9� dt N REVIEWED POR CODE COMPLIANCE TRONAS R. % ..,„„ ST. FOWLER r' .-- --.y ♦'� \ Pilliwa.: ST, JR.HIGH cLypE�ME s? �, 4ri II Approved: R. �O , 2 OTC�-+ ill _ Ia+NsoN //�\\\ S`•��\ /�•r, Sec. 34 & 35. T. IS.. R. 1 W., W.M. : - i 1 � /sT. :.411...................N.) I /� IE ``` / \ �'$ Sec. 3, T. 2 S., R. i W.. W.M. Permit#: If: " TIGARD Address: PROJECT CONSGznWG TEG, : y---- LOCATION o PRS Obi( BIAS A snr» OREGON MR NASW, 601,3 Suite #• FS HNW16,C.wn u�an�rasaaNAstaua�Ton tNusATarcw Date: I;I N F�, ss, By: ��a FANNO TIEDEMAN CREEK GREENWAY TRAIL ,f . - . SW TIEDEMAN AVENUE V ATTENTION: WASHINGTON COUNTY Oregon Law Requires You To Follow Rules a t �� Designed By-Nleheloe PoIeneke/Erle Bonn 4r LETS ALL .� Adopted By The Oregon Utility Notification ,� r A WORK TOGETHER A Center.Those Rules Are Set Forth In . 'v0 •�p `C- CMd ed By-Any knee/Kldin Long NOTE: '� TOMAKETHIS OAR 952-001-0010 Through OAR 952-001-0090. O, 13, 2 Q Drafted By-Sores/Dined Contractor is required to create detaiied traffic control plans a*�s' JOB SAFE You May Obtain Copies Of The Rules By Calling .qs 0%' SHUT that include o temporary pedestrian detour route.See Standard �..�` �c` � �a` ,�� ` The Center.(Note:The Telephone Number For PAUL ,- NO. Specifications and special provisions 00220 & 00225 for +P.'�4J'jl.pl'd 4..o 1 e) The Oregon Utility Center Is(503)232-1987.) J TITLE 8MEET Contractor traffic control plan requirements. 1� EXPIRES: 12/314 1 pw:\\PWCSO1E.Obec.com:PWOBECOl\Documents\08EC\Projects\0360\0360-0016.00\CAD\Roadway\Plans\36016f_I.dgn :: Default 6/26/2017 1:28:14 PM NPolenske ri- 10=1 nDose 51']3 •o.....0....., o ° NShoulder oz. thkn.-egate 24" o •o. 4"perforated drain pipe x F m I 2' PATH CROSS SLOPE TABLE STA. "T" 3+48.00 To STA. "T" 3+78.00 to 1' BEGIN STA. END STA. LT EOP TO RT EOP TO • r.l't0 Shoulder aggregate base 'T"0+43.38 'T".3+48.00 -1.5% +15% Nom.camp.thkn.- 24" 11101ILg "T"3+48.00 "T"3+78.00 -1.5% to+1.0%+1.5% to+1.0% Type CL-4R fence I 4"perforated drain pipe "T"3+7840 'T"4+58.00 +1.0% +1.0% (See drg.no.R0815) a "T"4+58.00 "T"4+88.00 +14X to-1.5%+1.0% to+15% x Mill .E "T"4+88.00 "T"6+11.85 -1.5% +15% I.-ea.. I EOP ' Edge of Pavement ..T.. Retaining wall with type I CL-4R chin link fence STA. "T" 0+50.00 To STA. "T" 1+00.00 T £oP RT EOP (For drg.nos..see sht.1I ": "T" 2+75.00 TO "T" 3+48.00 to¢ "i to¢ • sL13% ."T" 3+48.00 To "T" 3+78.00 .."T" 4+58.00 To "1" 4+88.00 �---.-A... j . ....:-.--,- -- . "T" 4+88.00 To "T" 5+60.00 �-....-__ 1 15'max--.- PATH CROSS CLOPE DIAGRAM STA. "T" 2+65.00 To STA. "T" 3+45.00 r "T" II 0 5 / 9 € I I- 2' I�I •4'to 5' _I *4'to 5' I• 2' STA. "T" i+00.00 To STA. "T" 2+75.00 1+•2'to Il 5' 1 5' N*2'to T� I ••+1' ACP wearing course' •s•1' ••••1'to 2' ACP base course Level2.%2" ••••1•t0 2' Level Nom.thkn.- 2" Nom.thkn.- 2" S•4.351•]:3 Sl.vor.(See tablet 1'3 51 Shoulder aggregate base Aggregate base I. Nom.comp.thkn.- 10" Nom.comp.thkn.- 6" STA. *"T" 0+43. 38 To STA. "T" 0+65.00 "T" 0+65. 00 To "T" 3+48. 00 **"T" 3+48.00 To "T" 3+78.00 ***"T" 3+78. 00 To "T" 4+58.00 (Structure) ` ****"T" 4+58. 00 To "T" 4+88.00 in !Pi "T" 4+88. 00 To "T" 6+11 .85 I . "E" /e1-- € NOTE: T I GA RD +2 5' I 5' - - 2'-� Side slopes ore shown as vert.to hari7.,. eliI CIkVSIAT/V6 F..0 07enncv r: Y_4 CPtM7B' a lKYID.Sl 7E MDR EI.G£VE OREGON➢)+➢IRB➢ 5653 PREF ENGk19EERS LAKED it offrt:EL .S eew�tlncam u➢eosiEca n .01(00A:octan o f rcw $4 ]:3 C3 GIN - . ��j TIEDEMAN REALIGNMENT OF �^� SI.15% 51' a `� 9,'P `� FANNOCREEK GREENWAY TRAIL 1� SWRTIEDEMAN AVENUE i 64 • Sr 3 • WASHINGTON COUNTY .- - - ` ' Designed By-Kcnolde Pdenske 51-1:3 Shoulder aggregate hose-- -moi,.V. �' 0 E G Nom.comp.thkn.- 24" J, C i ,1,�,� Checked By-Amy Jones 4"perforated drain pipe-------- -.P..-° .- oo?'C "8ER 1A• Drof tad By -Sebon Dined STA. "E" 0+00. 00 To STA. "E" 0+64 . 63 L. JON""- SST (For surfacing details not shown.see section above) EXPIRES:06/30/9M TYPICAL SECTIONS 2 pw:\\PWCSO1E.obec.cam:PWOBECO1\Documents'OBEC`.Frojects`0360.0360-0016.00'CAD'Rcod::•0y`•Flons`.360iEf_2.d n :: DPfioult 6 9'2017 1:21:14 P1.1 NFolenske __ k00_ — � 'l�lir/ SW SiEDEMAN AVENGE _ `�~ Aspn.conc.pvmt. /.----111 / f-fll--, I_ = _f _ - — iiiimmurisMil NM Mill i...._ i ! - __---------_____- ---A _ _ --} 588 typical i c) path section /, Jam/ _ '� --"'-'� _ _ _ ._- Path subgrode Or, :0•.,'o �^ i�. - / �� _---- - Aggregate subbase I t cl / 1 7--- -- ...-- Ty p, vor.--I Subgrode geotextile .4 - "T." LINE( ''0 1 8" SUBGRADE STABILIZATION I4) I ra � 4. ; -, ,r' NOTES: fi 1.$ubgrode stabilization to be used ` `-. 5,, © in areas not meeting compaction requirements. 5 - - 2.Depth of subgrode stabilization to • • -See -- be determined per field conditions. �� '-----,---------- - note 1 7. See note 2 \`�;\ I I , 0 CO La ...... I NOTE: L. 7- -- "r- J 1.Remove and reinstall exig.gate i POINT TABLE closer to SW Tiedemon Ave after , ' approach tie-in is constructed. + ,if POINT STATION OFFSET ELEVATION DESCRIPTION ' A "T"0+7329 16.87'Lt. 160.14 Approach match point 2.Remove ex/g.culvert and or de ,' a "T"0+8321 7.00'Lt. 161.89 Edge of path shoulder new culvert.See sht.3 for details. C "T"0+91.07 7.00'Rt. 161.66 Edge of path shoulder ' 0 "T"0+94.46 17.11'Rt. 160.56 Approach match point II E "T" 1+02.02 18.03'Lt. 160.13 Approach match point 11 PLAN F 'T" 1+05.19 7.00'Lt. 161.71 Edge of path shoulder • II: . G "T" 1+0727 7.00'Rt. 161.47 Edge of path shoulder H "T" 1+07.99 15.13'Rt. 160.67 Approach match point TIGARD Var.11.3'to 12.5' 14' Vor.8.2'to 10.9' CONSULTING tYssewArEo-�x Approach tie-in Path& shoulders Approach tie-in - "a4'4- ENG�'ERS 1 cn�wnrzr CLUB D'SI 7E It49 EUGENE OREGON 974714.189�Ec+avac s rows+cam LAM 06,E40 SALSA'ALDFAW OREGON;YMGYN4AR HySpVG1SV ACP wearing course ACP Dose course <;-) G I M F l TIEDEMAN REALIGNMENT OF Level 2.%p" Level 2.Y2" F Nom.thkn.- 2" Nom.thkn.- 2" Extg.asph. •� 643 FANNO CREEK GREENWAY TRAIL Extg.osph. t approach SW TIEDEMAN AVENUE appr00ch 4% I Sl. SI 10;g f I WASHINGTON COUNTY $r S — — — _ ------ [L1Llj $L 12X i 0 GO Designed Sy rncnaoa vaewke r , [necked By •Amy Jones Aggregate base c'R 14.16j A• Dratted By-Urban Omco Nom.comp.thkn.- 6" 9" I-. J �� SHEET SECTION A-A EXPIRES:06/30/17' DETAILS 2A pw: PWC7,01E.obec.com:PWOBECOl'.Documents OBEC'%Projects'0360'0360-0016.00`.CAD%Roadwcf,P,,,ns'36016f_2A.dgn :: Default 6,5/2017 1:?6:46 PM NPolenske PIPE USE / INSTALLATION CRITERIA ; TERMINAL ALTERNATE MATERIALS APPURTENANCES ,EXTENSION el 0 o z'G PIPE ARCH TREATMENT HELICAL CORRUGATED METAL RIGID PLASTIC 6 IRON MANHOLES L\t ES a ALUMINUM ALUMINIZED OR GALVANIZED IRON AND STEEL PER-EAST COICAETE NT I �® €1 a 8 CIRCULAR OR ELLIPTICAL MIDI CROSS- SIZE OF CORRUGATIONS SIZE OF CORRUGATIONS I �- = RIVETED.MELDED OR LOCK SEAM LOCK SEAM RIVETED.MELDED OR LOCK SEAM LOCK SEAM O t m` oCSECTIONAL A p r ® r� RAIL N/ x/�";fex% ®Qy _M d I Z LENGIM 2'x /�"3e"x i _ N e` F O r's� tri DIMENSIONS111 8 _ PLAN PLAN '� ��'� NQ� '� PIAtE © PLATE �m 1 A.a� s®F'.z' 1C " W Z t� SIZE IN Ilrtclresl Sees © •we 4 Z W E4tY. ..le a `' i G Not F« IN0. 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Cut ❑ RD8e8 Merida wen MN ❑ Fmoa AraPipe a Rmeo Smeary sewer Piped Inside Drop Connection for Manholes T 1�i/�I Z 1� RDa08 C"61F1P 6Xesemen creme,aro Cap Deme ❑ RD352 Orttepe Drop Atemolee I.A check(J)it cern CoA rnn twmry apWas. pa Drawwlenei cape m qac rwmW to wnolo+m w ❑ 1i�08 Bore Casing Detail a ADsao Cony AE And F•Stern a>de.pionbloading RW7o Bore asing Trend,SeMCeC«nsWlon,BWoklnpmWMsrkere ❑ ROM YMenMCowr6AMFrames 2.A hew ptpe aMan kateladon sat be m Ike materiel axOughou. A o Pipe-Arch 8 RDa12 Brbuteae alb ❑ 90888 Wank Slope Prdtecom CA9KhL11FORK'E R_Rowa ❑ WA SbnWEndaForMrrPa o W'i'aa rot(' tocouovzacsRoAa OE woeWGrvE=WON9Tiar E.EMptical(5%nomnal.knteuon) ❑ RWn ErrrbenkmNaProamon 0 RD9Ba srrowTcofreas w at metal« ❑ RDa/e Sleaed&da F«c«rnete PipeInlets o-t,Dom.o-ai,a o-2MA PRS x w xrcmm se Ee a MAN to wtr.arrcw a.Extension s axkdro mem culverts see ❑ Frames a Grates-For C«xxele tete F I o«etnle dad ❑ ADaig 'pad Craven Deme C61 CO-2 Aro Coro Inlet Channel s corrugations.For connecting detail, 811 Oy.No.FIDa28 minimum idowatde ccnCrele pa tele damster for Clan ❑ P0321 Paved End 81oPa Por GLMro BD'MalNeV B Pipe 83s 0 ROMB8 Concrete INNS Type 'S sl ❑ „ T Patted EndSkpanForMelFee sin l•I 0 RDa88 DNrhateN�teT�aeME.lno,BAndaal Vh �G INF�c TIEDEMAN REALIGNMENT OF a tXman.ter.ancon,are nninel ❑ Aoo22 SNNy End Seakn Pot Wm hle. ❑ RD3To 0090 wile 0 Anerevirtf«araeciz.mu a.f«mawpa ❑ Rmazs Safety F,rseakoF«Concrete.PVC.HDPEaPo�vrepw•nePa ❑ rtbil Concrete lTrr t"Bo,Type co,+ �v 13 FANNO CREEK GREENWAY TRAIL PM Pdyntedc.10 AW.that.casted cpm roes ❑ fmsxs Couprq BNrde F«ComyaW Mem Pipe ❑ RDaT2 Canprate kkt Tog Opton 1 Type COO _ 19 - a AN acts shaltor to me MSHTD r ofIhe Ore applicable PUO i OF Inside lining polymeric outside ncoated o FICO2T CoupYq e b For meted Metal Pia ❑ Carne Inlet roc.Cake 2 Type Coe SW TIEDEMAN AVENUE or metyaa of matedaiand the dtentetermma Pipe Involved. ❑ RD3Te Area Drainage Bask Reid Op = Canonkteunlal membrane ❑ 90330 9ktisdC.AP-Drain� 0 � & Siphon WASHINGTON COUNTY FOOTNOTES: EP = Epoxy amuse 0 RD= Concrete Anchor et Arwtt ❑ Rom Type et Cap Catch Beak,Paine and orale 410 OREGON peatgned Br-Ben Nwarke ADbrevtatl«te 1a exlrMrD pipe malerms a RD334 Inas r Post ❑ RD=B0 Fr Nalpm Tatln F«ANxNnum a SMN Ppe pj Onign height m cOV r k the o Maui tlnann height wed p seka © A r . AIf r ex ONnBm ❑ ROM Standard don Sewer Where ❑ RWB2 FII He1aM Tables F«Aaram m a Blael �^ Q Checked BY-Aro),Jones Igo matereas.The heightcover of cover for any given nm el r a mei' 0 RDaaS Standard Manhole Orals o R088e FM Height Tables For Aluminum It Steel Spiral Rb Pipe L 14. Drofred By-Sorban Duna N =Corrugated Warinrxrt ❑ R0538 Mann's Salety Ladder ■ RDatB Fe Height Table For Circular C«nrote Pa �(� vary.Design height of cover shill be measured o srdgrade. Co •Concrete=Plastic 0 � Standard Pipe oT Seudura Connections ■ RDaBB FB He4te Tablas For PVC Pate X44 s, P...6`rr. SHEET p ROBED FB rift Table F« tDPE Pipe 11( ©Cross-sectional dimensions may Menem serer . St _Corrugated steel ❑ ADyb �e Sewer Pollution Codec Manhole p 9030T FB Height Table F« 1oPE Pa PIPE DATA SHEET When galvanized Iron or steel and aluminum are acceptable X •Other melerm,see remarks column 0❑ A RD343 24*'Armholes ❑ ADa98 Cue IIv a lD Markle F«PolyprMMe•e•Pa eileeir.a uw a separate One ler each type m material ❑ RDaee Standard Menn01f Base Sacker 0 Feed Sonnet.,Treaded and Stange Fads/Fmd Markers EXPIRES:06/30/I r6 2B ❑ RDaee Pipe To Manhole Connectins pw:\\PWCSOIE.obeacom:PWOBEC01\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\Plans\36016f_28.dan :: Default 6/13/2017 7:13:47 AM NPolenske Sec.34&35,T. 1 S.,R. 1 W.,W.M. .=4 0 Sto.'T"2+65.00 to LEGEND % Sec.3,T.2 S.,R. 1 W.,W.M. Ri4'/ Sto."T"3+45.00.8'Lt. Const.retaining wall -------------------------------------- F)ll limits \\Y --------- -- - - Con d qp CL-4R L-see fence J 80, nos. ——- Cut limits t - — - (See drg.no.RO815) A,/ ` O Remove tree Wetland ^��/,�� (For details.see sht.GA) M� No wort zone _ =_ h SW TIEDEMAN AVENUE + _i 1t----" O3 Protect ex)g.wo►erline in place %� lnf;Nirotion trench RI Nom'" — ---- -' _---- (Contractor to verify locations) Vegetated corridor �� --- "— _--—� -- — —— —------„9. - -.11---------� L( 04 Const.surface mounted tubular marker •.. ...�_" filter strip 8 pt we/ ;.��-"t © n ,,T„ 0+142 / sR"'—.; ° �' „ F--------4------- -=E,rz ---- - - ---------- WV/ N84.31'45"E O Relocate utility pole .¢... -.�.-,-L -_.--- es-�� - ,� (By Portland General Electric) n Coa T"2+75 to Stotrench 7"3+78.Rt. +.._______,,,;__.__fPav:ng- , t N e �. 0 • p O6 Reconstruct osph.approach Const.infiltrofion trench B =- Ins1.4"perforated drain pipe - 103' ,/g*%limits �'r�4 , r�n LINE 0.0._,..,-*_______3.:.....-":„..,.... �'' ,, 4` �- V� (For details,see sh►.2A) (for decals see sA►.GJ) �4-_ P C. T, 7 . © I O/r'- -- ® " 4% O7 Sta."T"0+65.75.16.5'Rt. 12 Sta"T"3+48 to S►a'?"3+78.L 1. •T"0' , 0 aT;23,Ee� sw4,,-j:' � P /�� Ins.122 deptn storm sew.pipe- 49' Const.infiltration trench C �•-� NAZ .• f ® '. ,.�� ._, - .'..-40;•1,,, /m./n - 158 67 /ns1.4"perforated drain pipe- 30 �' ;` -- / -. i �• : '' . . Itw.out- 158.00 (For decals See Sl,l.GJ) �' e 'r.* 1 ` , .0 r 14! R �T" -r •, Remove exfg wMeri pipe RI N / + i� ✓ f00000'C!t (See drg.nor RD300) t3 Vegetated corridor as filter strip BEGIN PROJECT !/ 0 _- -- © '�• � ♦ �;�T 38.13' :♦ (For dela ls.see sh1.GJ) rA ©-.`:. 7 •• STA."T" 0+43.38 / 110 ' ,\ Q • `14\.,y .' •. 6, . = �4 O Adjust valve box to finish grade 1 '9 "7-4---1,7-.-..,. w z 41 tr �4 ": •ya %;i Const.removable bollard ` ri �►� ,.• • (See drg.no.RD130) �-i I ,,, 00 Sta'T"050 to Sta"T" 100,Rt. SCALE IN FEET . is I� �♦ •♦�� `� `y/ Const.infiltrotion trench.A f �I ,7?:/ a rte\�Q �C �/ r •�� •�' •',<,,,,,--, (For details, 1 Ins1.4"perforated drain pipe - 50' 20 10 0 20 40 rn b o �°�' "T" _INE 162Hi pant 162 r- 1'85% 64C Profile grade ,, v 160 K=15.78 6 € a' ti 160 / 11111r v.. ., tp .-` — v $ bgrOde \ 1&Q ro 1 _ - -- ——r 60'V.C. ib O 158 . 158 �"' \ a oro LI Ext.ground COC" oe �' 156 _ ' —. — N Subgrode a rosill a a ----- : I1 r 154 0 TIGARD 3-00 152 / j�CONSULTING c�+awa� rRY af.Y PRS E/1GWEERS x oa orr s'yam,ser We tures OREGON 97011-1059 Fs irwmxtb„ M LAKEEG°�A OREGONrIONCOUER n>rPmcTOv 150 4 &� c, I N FF,,pe, TIEDEMAN REALIGNMENT OF 'i 643 `� FANNO CREEK GREENWAY TRAIL Sw TIEDEMAN AVENUE 748 - , WASHINGTON COUNTY ! 0 REG N Designed By-wcnaoe vaenske Checked By-Amy Jona LSCALE ( Exc.98 C.v. AA, „,cc-,1A' oro+red By-Serben Dinco 146 My `� WET 00 20 40 I Emb.297C,Y• L. PLAN AND PROFILE EXPIRES:06/30/gnt l 3 0-00 f 1-00 2-00 pw:\.PWCSOIE.obec.cam:PWOBECO1\Documents`OBEC\Projects\0360\0360-0011;.00`.LAD,i'oodway\Ptans\36016f_3.dgn :: Default 6/13/2017 3:14:12 PM NPotenske Sec.34&35,T. 1 S., R. 1 W.,W.M., J / ` a Q pre-fabricated Bridge Const.structure - 80' Sec.3,T.2 S., R. 1 W.,W.M. r ' *%.\‘.pyo �� \1 (For drg.nos sec slit!) i / ' Match extg. "E•• ~ 2O Const.loose riprop (Class 100)- 44 cu.yd. \ � 'y `4,�•/' %# , R 60.000'Cl• (For details,see slit.GH-2J 0 �4, lie. £ ` �� 0 T71°50'49" 4 �9" + O3 Minor adjustment of manhole N _ 4.144 -- _ `_' Extg.rim elev. 156.53 V. ---•-•POYing V ., - _---__.__X� O Y R� Proposed rim elev.- 156.95 *' o limit •s, (See dr no.RQ360J ii 'Z). Nr \iiiiiiiii: -1 I E Match extg.71. 0 ORemove ree is see slit.GAl R/µ t4,,0 -N-�_ iP�ovinq Jimi►s5�Protect exJpsanitary sewer ;�� kXXy ! ©\,' ('-- ,�� \ - ` .___ line in pJOae rnZ Ox' � a,� \ ' �' �'' ' = O6 Mitigation ExaOvatian F--►� '1. . l_ 7 1?d�� .� r�i . ii:. .R.71,1 Exa 477 cu yd. w J. ' - =y11 lF t�l ht.GHJ w il' ��F��A� - or de o s.see s NU ram II : i'i:. iIPi'�_ IILL IKJ•Y 3 EMO PROJECT I �7 Protect trees iAF *� =" s `� STA."T" 6.11.85 ' LEGEND w.. S'iz i OB Sta T"4+58 Ip Slo"T"5+60.Rl. N I �'� �i ` : O --_ Wetland Const.infiltration trench•D '© 11 I © 7. :�Y i" O I 1, Xm /, �y C- s� '. —— qpl Inst.4"perorated drain pipe- 82' ^' a JJ" .31" �S Mit; ion area (For details see Sht.GJJ 0`,• ao s R �� > . ( r��; T 9Z' � 0 Sta.£ 0+00 to Sta."E"0+90.R1. Fill limits Os Const,infiltration trench.E O ' .d ' �• ' to b .O Na work Zane Inst.4"perforated drain pipe- 90' . ♦ ,` - \ ' ��0 t% _ �f. -x J (For details.see slit.GJ) • ty n • A• , �+ ••. OS \�� • /' , Infiltration Trench 10 Vegetated corridor as filter strip SCALE IN FEET (For details.see SAI.GJ-2J Qy ,. ♦ �• j J Vegetated Corridor 20 0 0 20 40 A „; X v , ! Filter Strip "T" LINE 164 - _ _ 164 Al in ` 162 _ 162 __— � � � it 160 : 1 1 lill n _ 160 11flhII1N11II1I 158 Profile grade • � , IIII1�� '!1►1►11II��1� 60'1,1E. z —— ; -p , K•21.75 156 - 111 1�1��= .11�[I �. - �— Low point I I V A�ZD Subgrade �'\ (I ■I —— -�4 Subg-ad4 154 ■ "iv 4i y u' cONslrlym Caw RATY[F C( Ext.ground `„ 4i w stoma M'Ca WRY Cue ROAD,s YE W E EUGENEaraay&7araey .j p exp PRorF 152 II • _ I &� 4 G I N f P ' TIEDEMAN REALIGNMENT OF - 'mss FANNO CREEK GREENWAY TRAIL Loose tiptop 0.H .elev.15'.00 r 643cir..... SW TIEDEMAN AVENUE t� (Class DD).typ I I WASHINGTON COUNTY �A, ,0 EGO 11 Dikshrea By-NtaMtas PWOMke Mi'gallon E on xc. R �A. Drafty)By By Checked n -s.roan°Into 'SCALE IN FEET 77 C.Y. 0r C.Y. 1 Exc.32 C.Y. I q 148 _ L. J 'S eo.T 0 20 40 \ I I Emb57 C.Y. I PLAN AND PROFILE 0 5-00 6 00 SHEET 4 3-00 4 0 ow:\`,PWCS01E.obec.cam:PWOBEC01\Documents\OBEC\Projects`.G360`0360-0016.00\CAD',Poodwoy\Plans\36016f_4.dgn :: Default 6/9/2017 2:15:59 PM NPolenske "E" _INE 174 _"._..__- 174 172 — 172 170 170 168 - — 168 166 166 1 164 64 162 _162 160 kip,_F: _.. 160 itT 25'V.O. 158K 6.76r o ! .Pr, ;le .rade 158 0.9 "7"L INE G� 156 156— 154, 1 uj \J-E%grund 152 Ir 152 150 — 150 148 IR __.. III/ — _-_- - 146 �� TIGARD 144 ECVNNGdSVf[ERTkSS sod C04:: CUE ROAD,sot rose EUGENE OREGON yy-W� PRCSs AECJNAL OFFICES. .0 MAE°MEG0,SALEM,'MEDFORD C GOA.VANCOLAEH,HHSHRASTON 142C.) 4.G I N FF zok TIEDEMAN REALIGNMENT OF q • k 6433. FANNO CREEK GREENWAY TRAIL SW TIEDEMAN AVENUE WAS 140 _.. 2 `lA R (`i C N Designed By-TON COUNTY _ 7 Designed By-Nicholas Polensks Checked By •Amy Jones SCALE IN FEET ( Exc.9 C.Y. 1 " - +,A. S Draftee By-Serton Dino 138 D _ I L. J SHEET 0 20 40 'I ( :mb.16 C1Y. No. j EXPIRES:06/30/; 1 7 PROFILE q A 0-00 1-00 pw:\`.PWCS01E.obeo.com:PWOBEC01\Documents'OBEC' Projacts,0360`.0360-3016. 0\CAD\Roodwu..`.PIons'\36016f_44.dgn :: Default 6/9/2017 2:19:55 PM NPolenske NOTES: 4 '1dM� 1.Trees adjacent to designated clearing limits 14k)., �('��tY Jar shall be protected within the critical root " .i+ �a. .+,,,��"A1 zone(CRZ)as dir. • „1 b. i'6 �y 2.The CRZ for trees 4"dia or smaller shall '. i v kA"1-> be on area with o radius of least 5'from '11,,A441 kik ^ the trunk. "iik+C'•'VI .3.The CRZ for trees over 4"dia shall be on area with a radius of at least 18"from the Orange plastic Temporary trunk for every 1"of dia.size. mesh fencing fencing � IIFoy , I 4.No soil grade changes or compaction shall + rr ,'a, V ►y, atake place with n the CRZ,except os dir.+► ' ',1Lx ..� 5.If work is done within the CRZ.core must y 1 is t *�', be token to minimize root disturbance Special ' / /j 'F," _/ core shall be token during excavation. • P s r Ari`•" 6.Additional protective fencing may be required t AI I . ' ',1 when the work area is within the CRZ of r a L trees. 6'metal'7" fence stokes TYPICAL TREE PROTECTION TEMPORARY FENCING k,, v ,�� TREE REMOVAL IDENTIFICATION TABLE " �\.� POINT NO. TYPE SIZE UN.) REMOVE 50825 Deciduous 18 X �,1 �26 Deciduous 10 X 28 Deciduous 10 X ,�/,v y/ ‘\ 51225 Coniferous 8 X J� !y l "N 6'max. 51306 Deciduous 6 X r ~Between stokes 51477 Deciduous 10 X I��'• �� I 51478 Deciduous 10 X P i,.�l/�4;, 51479 Deciduous 6 X 51480 Deciduous 11 X Temporary 51481 Deciduous 8 X 6'metol"T" fencing fence stakesli Zone of protection I , (CRZ) 1111 STANDARD DRAWINGS FENCING DETAIL ■ R01000 Construction Entrances I ICiARD GENERAL NOTES: O RD1005 Check Dams Type 1.3 and 4 The construction,adjustment,maintenance,and upgrading of these Erosion and Sediment Control measures is the 0 RD1006 Check Dams Type 2 and 6CONSLITING responsibility of the contractor for the duration of the project to comply with Section 00280 of the Oregon 0 RO1010 Inlet Protection Type 2,3.6 and 7 OBfC Cr9"cot rfa'YICVW as sr :°as r a "Ki�w R01015 Inlet Protection Type4 fN6kIEfRS AEabN4L OFFICES Standard Specifications for construction and the Erosion Control permit. 0 C, PRQc ..,.,gym„ fAAEOSNEG0� ,MEDFORD arca.MIACa'AER NNSR 1G;ON ❑ R01030 Sediment Barrier Type 2.3 and 4 � G I N f S� Erosion and Sediment Control measures shown on this plan are for anticipated site conditions.Adjust or upgrade ❑ R01031 Temporary Barrier(Aggregate or Brushl �; F TIEDEMAN REALIGNMENT OF these measures for unexpected storm events to ensure that sediment and sediment-laden water does not leave 0 R01032 Sediment Barrier Type 8 �' 9 FANNO CREEK GREENWAY TRAIL the site. .S ❑ R01033 Compost Filter Berm Sediment Barrier Type 9 y 4 643 SW TIEDEMAN AVENUE Develop a revised plan of the Erosion and Sediment Control nemeses shown as required by Section 00280.Oregon • R01040 Sediment Fence WASHINGTON COUNTY Standard Specifications for Construction.Implement this plan for oil clear 4 and grading activities and in segments 0 RD1045 Temporary Slope Drain With Energy Dissipator -14e R E G 0, De.iynme By-Nid,aoa vcieoeke applicable to each staging phase.Construct in such o manner so as to ensure that sediment and sediment-laden a R01050 Temporary Scour Basin 1/ Cn.aK.e By -Amy A.M. water does not enter the roadway or drainage system,or violate applicable water standards. ■ R01055 Sbpe and Channel Matting k'R tA• Drafted By-Serpon Dime Instail measures within the right-of-way unless directed otherwise. 0 R01060 Tire Wash Facility Type 1 and 2 44,1), L. ��vvSSHEET ❑ R01065 Temporary Sediment Trap NO. EROSION CONTROL DETAILS GA Orange sediment fence may be used where sediment fence and temporary orange fence overlap. 0 R01070 Concrete Truck Washout EXPIRES:o6/3o/;-01/ pw:\"'.PWCGO1E.obec.com:PW0BEC0I\Documents CBEC.Project .0360,0360-0016.00,CAD',Roudwoy,Plans'36016:f_GA.den :: Defoult 6-"9/2017 2:37:59 P1,) NPelenske Sec.34&35,T. 1 S., R. 1 W.,W.M. Sec.3,T.2 S., R. 1 W.,W.M. 0 Instslope matting,type C (See drg.no.RD1055) 0 cons:.construction entrance,type 1 (See drg.no.RD1000) 0 Inst.orange sediment fence (See drg.no.R01040) (73 Inst.orange plastic mesh fence (For details,see sht.G.4) ‘ --LI sg,----— •\\\ 'V A X/ X _.....-' ..- -----'''' - ..----''"" ---.- ----- ...--L--- ___----- _— — \ ‘...--------- 4 t 0 Z: . ..1 II SW TIEDEMAN AVENUE —6;\ .. , • _ —-->,,,---_,-,----' ...-- „ _______,— _.------. --- / . -- --____-_,__________-_ __0, .-i_ ;;--- -------_-_-_-_--__-_ BEGIN PROJECT - — _-- --_ __— 7 - - -- -- STA. we. "T" 0.43.38-..."<„,_ - _.„•,• 0., t, ,., .., ;.„.._.• .., • $4 :-/./.11-.4/01,-;:00°. 11. --,,, ..4,41,,,,s. . ,..4.1,„,,..0,10,fror.:7,,._ ., , 4.4:•;,.. " ",::(z ‘.44,* Ar -4t, -00* . . Cr.) Vg4ANgsa um so I;t* ,..,...--'.- -----''t' ---":-'"'''---' / V., . #ai IP., 4.,,, 0 0, • .0 , 46....•--4, ,ta . iiiiiiiiift-ennirftwo"" -- --- I------- -. y •# - 4 . • •- . , , .. . A. ---__ r ••\ • '\ . • ' ------- n .---1,--7/1,,:, • 0,.. °P.' ' 4.• A . . ' 0 0 --- -I -,- 7-, ,,---- - 94***# sce;•iit:t. ,,,• /, \ , -,4 - 4 , /,.(, *at, •410,. _0 q,, ni , q,• 4 , •,VN,, / -PL , .,..._ , } ) ! ../ / • ...,,,, , /, 4/' ( ‘- X5 LEGEND Fill limits 'U ——- Cut limits — -- I Wetland •NP-- Flow arrow TIGARI) W---II Orange sediment fence IIIII CONSOLING C°K•IWE°Ma. —•.."—• Orange plastic mesh fenceENGNEERs EX Ca WRY CLUB ROAD St/F1OCA1 EUGE,E OREGON 9740,Mot act) PR:F4,n r A slope matting *\x" ,, oviArofoccom LAKE OSMEGO SALSA MEDFORD OREG01,191/Oralfa RASH 4670 1 G I N 4'es ,,gt Construction entsance co ‘''‘ k, TIEDEMAN REALIGNMENT OF Remove deciduous tree II 6433 V FANNO CREEK GREENWAY TRAIL SW TIEDEMAN AVENUE WASHINGTON COUNTY Protect deciduous tree 1_ W E G.0 X Remove coniferous tree 1,01, ,05, Ossioneo By Ifichoios Polensks CnecksO By-Amy Jones `4VER ‘4. Drafted By-Sert•on Dinco Protect coniferous tree 41/1A, _cc) SCALE IN FEET • -'1 L. 3M" SHEET 1 ''ni .n1 fii ,<, No work zone no. EROSION CONTROL PLAN 20 10 0 20 40 EXPIRES:06/30/.24/47 GA-2 pw:,\PWC501E.opec.corn:PWOBECOI,Documents OBEC ProjeLts\0360 0360 0016.00 C.D Road a,\Pian 36n16f_CA-2.co-1 :: Default 6,9 2017 2:33:53 PH NPolenske Sec.34&35,T. 1 S.,R. 1 W.,W.M. Sec.3,T.2 S.,R. 1 W.,W.M. Q Inst.slope molting 0 Inst.oronge sediment fence 0 Inst.orange plastic mesh fence (For details,see sht.GA) \_____k .. ? " , '>N) 4*.$ \ r' 01 Nr� -�. all -------------,4•7- 7-41.1.__":7-61"4'74•11.4;„-i7.... ..-- _ o si 1t "E" LIE ------ Lessis — — /W j7 5..a, `44,0 i�� .- c .• \1/,t vy„ J y Paving limits Protect exlg. Irl � � -/ v _ �/ asphalt path 'tri,- ♦�sz4 _ yam�__ - �.: F-J il11.. �itmsvg"►� IEflllll'12 .Il�i��`�� ;� r w Z�T 111,` , 1 t111!!1:�t"oVlf 1111111 fl 11 A� x U 94I4IU447/ 3 is f%A►i '� s��- ?►� ENO PROJECT NF—ua ♦♦ ' , . ♦� w � � �i��)A.�♦ � © STA."T"6'11.85 �, :*Ø/4 t.LEGEND • hi • Fill limits • 4, #.k� s �',, , 1,t ——- Cut limits 0 0 __ Wetland1111111 o.H.W. II ——- Mitigation area NOTE: seeding 1 I •-v,-- Flow arrow See provisions e requirements mitigation areoC' KD -• ■ Orange sediment fence rdaUavrU9u Ct7NsltTMM a gn cv:vmr CLUB mm St rF rare EUGENE OREGON s7p,ares -•—e orange plastic meso Genoa �,�p PRQC S s LAKE'"`0""�s �"_ n,•,,weivem!ER LAKE sus MEDFORD tvECUw wuraU 7t ntiow Grav ��A Slope matting vS a G I N F r '71 TIEDEMAN REALIGNMENT OF Construction entrance FANNO CREEK GREENWAY TRAIL TXy tf 643 ‘1_,..: SW TIEDEMAN AVENUE ig Remove treeLau WASHINGTON COUNTY Protect deciduous tree 0 G Designed By-Nicholas holenske Remove coniferous tree tr Cn•dk•d By-Amy Jones •'R Os Drafted By-saran Disco S' Protect coniferous tree AA, L. A. sheet SCALE IN FEET �y no. 1 i mA No work zoneMM EROSION CONTROL PLAN EXPIRES:06/30/t9OM GA-3 20 10 0 20 40 pw:\\PWCSOIE.obec.cam:PWO6EC01\Documents''°DEC•Protects'.0360`0360-0016.00'SCAD`Rcadv.ay Plans =6016f_G4-3.dgn :: Default 6%R 2017 2:43:37 P±-1 [Raienske ce '%.4� �1 ''• O • te ,04k-Nle. ..'t, • 4,;:''s%\Ns k Iii.i ,, 04.00 7,i` op�,00�' s-vy,' , [i. C ��, "E" LINE ' ' '''*".-G w ilO ?! �3-. -C. 1 x029 �� ;'i • '1 f @,.... „:„, "T" LINE _.---- Ex7q,ground I "F " A Vin_ 'y� ��r'Il ►• • 1-----\\-,-", A OIiW elev.152.00 '�/��, 4A°'t •i ,��1�}� _,. s.,... I-1 t \ f'�` - ` - - ----�8- -- p �--- --- 2 ' .,!( t trees ` 2 9.1.00X T _ Finhgrade�..4 ��4,1 ,'T!o \ R/w and elevation data of or is i - F. Extg.channel a. __-1M'1�. �' 101 a.vriZin I :1i1 •-- TYPICAL MITIGATION SECTION ==�i 1141 4 �i1`.c .. -°._ -14-7. ♦j.�� /"'"^- Wetland mit• ', i(!,�,-.40ts:;.; +, . :-- �� • rV I,lr '.o,•'i i> :•:•.: •40 IPP'� Wetland M•X4 I ISI t� 'PAI{t ltne �. ��1 p /41i♦ I►�i' ,*140 Limits of N�� C•,; ,1,..„4,11$l'.11.. ‘,%- ::::::-:i::::::.;::.•'4 f ��,1�``.T. eroding A B C 0 E F � � >. STATION • 9 p�:: 1,,� 4 1,,y.:a:::::^:::.:;\ Q' �� O OFFSET ELEV. OFFSET ELEV. OFFSET ELEV. OFFSET ELEV. OFFSET ELEV. OFFSET ELEV. +23' ��♦ 1►�� \-::::'.;'::•..4" 1. V O Q'. FC" 10+16.49 1353 Lt 152.18 N/A N/A 1328 Lt 152.00 N/A N/A N/A N/A N/A N/A ♦�: ' `\ail •• �♦`,`'\`�4 :%N w.�' \ry �, x i1/ 4 .� a tet►�. 'FC" 10+25.48 N/A N/A N/A N/A N/A N/A 15.07 Lt. 152.00 N/A N/A 15.37 Lt, 152.06 ��:•��fr�� ' Q.\��4,• �4 .::.",��V ti ti "FC" 10+30.00 20.27 Lt. 155.47 13.83 Lt. 152.25 12.36 Lt. 152.00 12.88 Lt._ 152.00 15.87 Lt. 152.25 16.37 Lt. 152.76 lr,�� '''' n�' '%/ 7• rF .'•:::::.%-..', `k r \ "FC" 10+40.00 N/A N/A N/A N/A N/A N/A 10.39 Lt 152.00 19.66 Lt 15225 20.16 LG 15327 C LINE `:*-0,.:::,.:-..-- ,,> i r � r� Ql• FC" 10+50.00 N/A N/A N/A N/A N/A N/A 12.32 LL 152.00 24.12 Lt. 152.25 24.62 Lt. 152.75 ��:� hag ..; `. +' ��;I/ AV "FC" 10+60.00 38.66 Lt. 15491 33.34 Lt. 15225 16.94 Lt. 152.00 12.14 Li. 152.00 25.43 Lt. 152.25 25.93 Lt. 15335 �4 `,h :-:`> :"';protect?-1 -.TA ,Zxti "FC' 10+65.00 42.00 Lt. 154.86 36.78 Lt 152.25 17.41 Lt 152.00 N/A N/A N/A N/A N/A N/A ♦�`�`�slIk ,fid \.::::: -Y(e s::::��.�:��ix 4i' "FC" 10+70.00 41.89 Lt. 154.85 36.69 Lt. 15225 1728 Lt. 152.00 N/A N/A N/A N/A N/A N/A "FC" 11+10.00 3752 Lt 153.65 34.72 Lt 152.25 12.72 Lt 152.00 N/A N/A N/A N/A N/A N/A Limits of -`': ::Z::::::•*:•`9` V.S`r "FC" 11+20.00 35.29 Lt. 153.61 32.57 Lt. 15225 1155 Lt. 152.00 13.70 Lt. 152.00 27.48 Lt. 15225 27.98 Lt. 154.89 `41t��4J"V�� grading `` V "FC" 11+23.79 N/A N/A N/A N/A N/A N/A 17.30 Lt. 152.00 29.62 Lt, 152.25 30.12 Lt. 154.88 *ii,......_1/4�� __ 9( "C FC" 11+37.03 34.72 Lt. 153.61 32.00 Lt., 152.25 14.05 Lt. 152.00 16.49 Lt. 152.00 26.66 Lt. 15225 27.16 Lt. 154.89 •• �.�•• •• line .`. "FC" 11+50.00 30.41 Lt.. 15326 28.39 Lt. 15225 19.08 Lt. 152.00, N/A N/A N/A N/A N/A N/A 6 FC" 11+70.00 N/A N/A N/A N/A _ N/A N/A 12.40 Lt. 152.00 30.01 Lt. 15225 30.51 Lt. 154.60 SCALE IN FEET F" .0x9Zxp9 2 ,�22- 31� FC" 11+80.00 24.31 Lt. 153.70 21.41 Lt. 152.25 15.63 Lt. 152.00 12.86 Lf 152.00 3127 Lt. 152.25 31.77 LL 154.71 1♦ rT r- - " •FC" 11+90.00 22.17 Lt. 154 18.67 Lt. 15225 14.17 Lt. 152.00 N/A N/A N/A N/A N/A N/A IIII 20 10 0 20 40 '4" *"FC" 12+06.43 14.01 Lt. 154 • 10.51 Lt. 15225 12.06 L t._152.00 N/A N/A N/A N/A N/A N/A PLAN *"FC' 12+21.00 N/A N/A N/A _ "FCN/A N/A N/A 12.78 Lt. 152.00 14.67 Lt. 15225 16.50 Lt. 153.17 1.....*'**----• " 12+34.00 N/A N/A N/A N/A N/A _ N/A 12.26 Lt. 152.00 N/A N/A 1226 Lt. 152.00 TI G A R D *Field verify offsets and elevations prior to construction. e co./L 1 6 CORPORVE 0.47C.E. EsesEERssa,GOUT;Or naw,SINE rtw&IGEN£oREcay.97401-8x0 p PROF n a s aeiraaew can uv�Eamfao.sat$M. OREGON nrn a,a« i'' , I N FFA/ TIEDEMAN REALIGNMENT OF 7. 31 FANNO CREEK GREENWAY TRAIT. SW TIEDEMAN AVENUE _ WASHINGTON COUNTY LEGEND .. OREGON Dssioned By-Ben Newark° ••:::. O y„_ 14. ' vr enifeda By-Sorban ones : "�E Draiiee By Serpon Dinco Mitigation area ✓4 A4N P. SHEET ...Al. No work tone EXPIRES:06/30/14 FLOODWAY MITIGATION GH pw:\\PWCSOIE.abet.com:PWOBEC0l\Documents\0BEC\Projects\0360\0360-0016.00\CAD\Roadway\Plans'\360l6f_GH.don :: Default 6/9/2017 2:45:10 PM NPolenske E Bent l f Bent 2 ("T"3+78.00 "T"4.58.00 I 1 11' Oo 12' _ 656'--1 T-Pearl 0...t11141,47441 11W_--W114.14 illritiwor N g L'�'�rr`�i.— ,... � ..- ... . .. .. -0 ..:: 41110_.... i�/i�:1\�L'r474►.rr1�►o4A44•�l4:••4 4•44�A•�'1: ;�.�t.'4�Si -..1.-i-:41 .,�1.1t• kydrim4:11K Bottom of wir..Ni•: A r .,.., r �� ,��♦ tce trench ��rrte��01•.L . _, ��t1�,.. _1t1A�� N84.31,45"E Aim 110,4 ", AL :4;494/0 'sifts,a' tBOoe t end, �� ewirilsouipolsew ±� EL 156.50 M \1 .m.1.L'in m me�� -File) i.•�rl��a.;��1��7�� TP_:_,Q7.7".. .."r_27-'��/.:J�i �liiiroliv_'l� ��l�i►�Ji �� V. `��1��i I``.'41/r •AW0�I� Exig.utility to ��`•��•►o�+��4 Extg,n;rty to i be preserved& ��4��tt`�• ,�!�� protectedepreserved & i protected ►��►��♦��.d;*♦ tt: LEGEND r"...4 No work Zone PLAN f Bent 1 C Bent 2 Ii I 1 Eley r Finish 1 r. 1 1 . I 1 1 14 �: I i„, r r` _., : 111 1:1'' 1 :: � I' iii 1 1 i I -11 round L---I JIL ____ _ _______-.14. 11L” ! 1_---____JH__ - J `J'L ____ J L L J g riP1 �.r., . � Si.r oox i.. 1 �_ �. S�t 00k'' ,. O H.W.dev 152Amyrrp• _ I I +��•1� - r-1 j1 I ' tv;,-" I I I I .\ /�� Riprop.doss 100.►yp. 8,Q I I '1"1 GARtl) LI r •111 __ Extg.ground .5' U 15' B '7"Line y r commie seo COWRY saw sure NW EUGENE.OREna'f eM71 *• n 2.5 + 25' CORPORME OFFICE OA,C qg EL EVAT I ON ,ccp PRQ`FSs rVAS OSWEGG SALEM Ecxwec OFFICES OREGON.WINOOLMER Vr1 G I N fe l TIEDEMAN REALIGNMENT OF & 4" 3 FANNO CREEK GREENWAY TRAIL 7• r SW TIEDEMAN AVENUE 4 WASHINGTON COUNTY ', OREGON D..ron.o By-Ben W.W.rko NOTE: ►'� 1 Q cn.0•a By wm Jones Elevation ore hosed on 14, Droft.o By-S•ro.n Dinco North American Vertical Cq',11N P.4,0' T Datum.1988. EXPIRES:06/30/I$ RIPRAP DETAILS GH-2 pw:\\PWCSOIE.obec.com:PWOBEC01'.Documents\OBEC\Pr-ojecis\.0360\0360-0016.00\CAD\Roadway\Plans\36016f_DH 2.dgn :: Def ouli 6/9/2017 2:45:52 PM WPolenske W Infiltrationnth Depth StorageDepth - Trench F1 Ft /n A 2 2 9 /�/ 51 13 :°. _. ''. '0 • ° $ varies 2 9 varies 2'-3" 12 i //�'.'F�� //�<: / o o,o• � '0 E Yes 2 9 —i .�� / / �- � o' - o, o / 1 i' L 0 0 T • /� // % /' ,'/ )( 4"perforated drain pipe • ° / /,' IOShoulderNom.comp aggregate2base 4 7 /,/ I 0 INFILTRATION TRENCH / N/ / `��-' , //' 15'max � �/ " � ' ACP hose Course ACP wearing courseI- t / �' � /// , Level 2,%?" Level2./2" / �� ' Nom.ton.- 2" , Nan.thkn.- 2" J / ./'.."/' i''pl P ,' 51.1.5% t ,/-- , 51.1:3 3 / 1111111 51 13 -t ' ' Shoulder aggregate base Aggregate base � \ ,' ,' ////2 Nan.Comp.thkn.- 10" Nan.Comp.thkn.- 6" ' / \„..........., \.A- "T" LINE ,':/// ° P SECTION A—A o / / • , RI -F /,,, / W�'- � .-_. TIGARD . P ENS TOW SIVE iaas OREGON 9701.6089 PROF //7/I._---- � �C` w waa�mn uerrasn�co:suE.0 macaw,�n�,crav 7 c.c-7 , 1 N Fc, / TIEDEMAN REALIGNMENT OF — .- ``.' 1 FANNO CREEK GREENWAY TRAIL \ / 7• I SW TIEDEMAN AVENUE /- \ I WASHINGTON COUNTY OREGON Dssi .o By Ben rsr.nko f4, '` .. Checked By-any.bras VEGETATED CORRIDOR AS FILTER STRIP v. ti °"°e By-s °"°° SCALE IN FEET X44/N P. c- WeSHEET 1Oliii EXPIRES:06/30/I4 STORMWATER DETAILS G. 10 5 0 10 20 pw:\\PVICSOIE.obec.com:PWOBECO1\Documents\OBEC\Projects\0360\0360-0016.00\CAD\Roadway\Plans\36016f GJ.dgn :: Defoult 6/9/2017 2:51:20 PM NJPolenske • •• N C-7----,., — --117--- -A _, , ___._ __ ______ .____.„,„_,_„____;,..„,,___=,..:,. x _ - O 7-_-)x __ _____,-Otici - _ _ `--aitch—___---_ -__ ------- ---4"----s*-------'''..--AL----4.--- ------.----''11,,,,, ,.„..,.:___..._.. .._...: : .. ----------(Etch-- I ' _<:_---__, N \\ / \\ \ f _\ LT* 1 -,....,..* _ot p.,,,,o-- 7por.... ` _O iiia �� t * -\\ 411 `` --- *N. / I Ili RI SCALE IN FEET VEGETATED CORRIDOR AS FILTER STRIP i 10 5 0 10 20 TIGARI) coy COMMIT D RCE: FRQ. n^, s O'er ROAR SLOE me EUGEAE, 974014009xwrcomma; [MEOSYLESO:SYEAf MEERVIRORE5at OW:OMR AWSHINorON �� G I N f es TIEDEMAN REALIGNMENT OF T, 13 FANNO CREEK GREENWAY TRAIL / SW TIEDEMAN AVENUE lib ...L.--- WASHINGTON COUNTY ;• OREGON ,,,.p Osstprre By•BM MWirkO i'4. 14,21/47-.40- Q Chocked By•Amy Jam Drafted By-Sirccn Dincc `�q41IN P.` T EXPIRES:06/.30/( STORNWATER DETAILS GJ-2 pw:\\PWCSOIE.obec.com;PWOBECOI\DOCumen+s\OBEC\Projects\0360\0360-1Oi6.00\CAD\Poadway\Plans\36016f_GJ-2.dgn :: Default 6/9/2017 7:53:34 PM NPolenske T 01 C Bent 1 C Bent 2 ."_e�.'.� ! � � 'T"3+78.00 T"4+58.00 t.. r 43 10- panels 8'-O"= 80'-0"ctr.-ctr. steel truss bridge fAl minimii• _� - o ---i.? '-'-:".(t y-s--., .-- i:---,---i, - - if Arm -le Irrimnir N ;' y j c v 4Sri . i*a .**tIl*i*� --j„ra' � TIGARD � PRO,J ` a Y rU1 \ 'r J a N — --- - _— __ - :' / ci,i 1 -,- / , 1 y II I1` 6 EI 156.90 •♦.♦..�♦♦♦♦♦♦.♦♦♦♦♦♦♦♦.♦.♦..♦ r r �illiAllefilliftiP11144111111V. i'_. 1\, 5: i End panel.typ. `or 0. � .. 4-,,,r ^'. l� � � __T"Line _--' a J`F ,, � --'' -typ ' llitili�� _ �S �� N84"31'45"E i LSF C LI +-..0 ' ..i s..s. �....�....� .•{�' ?yam' '�`' rt •,/d " I-y-1-.0,-- i , f SEC. 34, T1S, R1W, W.M. o _ �� '`"� ^ - - LOCATION MAP .�..� i._ -_ ��:�.! _j1 r .x. .y--,rx`1 r _� r r, .__.; No Scale o a 6 0,. OHW ♦♦♦♦♦♦♦♦:�Nv,Ak:.:.:♦ y .♦♦♦♦♦♦.♦��.♦♦♦� OHW Riprop,Class 100. typ. �•� `, wingwal! tYp• j ::l'k, �� Existing utility Profile gradeline ng utility ( to be preserved ��l��i�i„' to be preserved `3 �' 'T"Lime ,!, and protected ? 1�'�1P, and protected rt r -0.5 PLANPVT 'T"3+42.411 --- Scale: 1"=10'-0" ►�� No Work Zone El.157.08 Proposed PVC '7"5+27.13 structure El.156.16 G RADE LINE DIAGRAM No Scale Bent 1 C Bent 2 Prefabricated steel I i truss.provided by City I HYDRAULIC DATA Handrail DESIGN BASE MAX. -165 I Finish grade V "T"Line I ITEMS UNITS FLOOD FLOOD FLOOD 1'-0" �� Rail sections on end panels to be provided Discharge fts/s 3995 3995 4850 - typ, P , Deslgn / - ,:__ _ by City, typ. Frequency Years 100 100 500 , -160 r r - r -- •o flood El. 159.98 A r .-7--=1 m a General Notes: o All materials and workmanship shall conform to the 2015 Oregon Standard Specifications for m Construction as revised by City of Tigard drawings and the Special Provisions. Design bridge for 90 psf pedestrian loading or the maintenance vehicles as shown with an Bent allowance of 12.5 psf for future wearing surface.Design bridge for lateral stream pressure of Bridge deck I End panel typ 36 pounds per foot. Prefabricated truss including stay-in-place deck form and bridge bearing N assemblies shall be designed by others in accordance with 7th edition AASHTO LRFD Bridge Pile oo �� r.i.1 Backwall N Design Specifications and LRFD Guide Specification for the Design of Pedestrian Bridges, ■ P \`�.��1iiirt 'w �.� o I g December 2009. ur Existing groundAll reinforcing steelshall conform t0 ASTM Specification A706,or ASTM A615.Grade 6O.Fieldwq:bent bars shall be A706.The following splice length shall be used unless shown otherwise: +i*. *Reinforcing Splice Length (Class B1 Grade 60 Bot Size 3 4 5 6 7 8 9 10 11 14 & 18 \ �� \O* OAS \ `\•. .� Splice _ _ , ._ \ N .i*i*i*i Uncoated l'-4" 1'-9" 2'-2" 2'-7" 3' 0 3'-5" 4'-3" 5'-3" 6'-4" Not permitted ,*•*.�.*4 Length \ * *• ►*O••• Support the bottom mat reinforcing steel from the forms and support the top mat of reinforcing ►.**•*, **** steel from the bottom mat of reinforcing steel with wire bar supports shown in Chapter 3 of \ OQ***4 the CRSI Manual of Standard Practice (SBU BBU,or CHCU1. Place wire bar supports at 2'-0" \\• ;O.*ki Wingwall maximum centers. 1'-0" BJ (I'-0"I \\\� Pay limits for Place bars 2 inches clear of the nearest face of concrete unless shown otherwise. structure excavation SECTION // Pay limits for granular ELAN Provide Class HPC 4500 - 1"concrete with fiber mesh in bridge deck and end panels. structure backfill Provide General Structural Concrete.Class 3300 - 11/2".1"or%"for all other concrete. STRUCTURAL EXCAVATION AND BACKFILL PAY LIMITS High strength resin from ODOT OPL shall be used for resin bonded anchors.Drill holes with a No Scale diamond bit core drill or a carbide bit rotary hammer with 4 cutting edges on the diameter. All plan dimensions shown are measured horizontally or vertically and reflect the ultimate geometric shape and location of all elements at a temperature of 52T. See Sheet 3 for foundation general notes. Oregon law requires the rules adopted by the Oregon Utilities Notification Center to be observed. These rules ore set forth in OAR 952-001-0010 through 952-001-0090.Copies of these rules may be obtained from the center. 4 k 16 k 16 k 16 k Cl)(1) (I) 14'-O" I I 14'-0" HIO VEHICLE CITY SWEEPER LOADING DIAGRAMS No Scale c IA III I- 0 II IIi _, Q G / , w TI GARD 0 N 0 .D CORKXI7EOR £ o PRQc CONSUUING SX=AVMS sae r uaO,sWM N� 0 o 5s" �,I N Fv/ 1, ENGINEERS °71 D, N [3 �� lc� wWW.Ob9Gaan/ unsosseso sus* 9ROREGON: N �/. I6ses GC o SCAL® OREGON TIEDEMAN REALIGNMENT OF FANNO CREEK GREENWAY TRAIL s o If scale bar does not vG �dJh ? SW TIEDEMAN AVENUE a measure one incb.Eller �f CY pp, ( WASHINGTON COUNTY OREGON a REV_, DESCRIPTION drawing is nofeY Dto ATE c EDWARD`O" — GENERAL NOTES o EXPIRES: 12/31//9- DESIGN.E.BONN.PE CHECK:X.LONG,PEI REVIEW:N.ROBERTSON.PE PROJECT IA)..060-0016 I DATE:JUNE 2017 ISHT. 2 OF 7 E € Bent 1 £ Bent 2 ter" +7s 00 I"T"4+58..00 I i LEGEND OF SYMBOLS II Q j� I ,�\ ',w value;Uncorrected(row)standard a o 8 idga 1__ t penetration ASTM r�noe!naccordance �' l � :� � 4.�ti /-1;irroposed -1'. l26..._ 1('-value; with ASTY D1586 lSae Note 1) r 1 -- r� - .. if .. .. > -.- ''' .�— Elevation of groundwater measured !n the teal hole an the data shown. -- -- --- ------ `-`- ---- I -------- i / 1 `' --- i- -- _ LEGEND_OF MATERIALS ) i 1 i ,, ________IFI 1 / ._L_. , Sill I Leon Clay l ) \ \ / Boring B-, PLAN r "T"4+3626.20'-4"Rt. Scale:14.10'-0." Note& -165 1. Boring was sampled with a catheod hammer. - 2. Geotechnicol data shown on this drawing are --- 160 a consolidation of information and/or revision - Boring B-1 in terminology from the drill logs.The drill cgs in compiling this drawing are 10-19-16 available upon request.Contractor shall refer -155 ` ---'-------.... ....\- to geotechniool reports and drill logs and � .T.— "= - information contained therein. " ti_-' �� - Sfllf,gray to brown mottled Silt IMO; 3.Refer to the r 91 maistr.traoc fine sand;low plasticity: geotechnical report for o -150 ` � ii 111_ , trace organics;slight!ton oxide atoining. desoripfion aT terms used on this sheet. // TT fit* 61 - 10-19-16—AT stiff to stiff. blue-gray.Silt(MLk 4.-145 Existing ground V 7'right 4I —moist to wet;trace in few,fine sand;low - Existing ground V 'l"Line 6I plasticity,from organics;micaceous. Existing ground 0 7'left 5I -140 - '§- ---Hard.blue-gra};Silt with Gravel to Silt 4- 10I with Sand(MLA,horst to wet;file to -135 coarse,subangular gravel;fine to coarse al - 32I sand;low plasticity,micaceous. a.. ca - - v g —- 130 9I 1 IGARI A - 1 Stiff,blue-gray,Silt(MLk moist; ,o - trace to few.fine sand;medium -`125 19I plasticity;micaceous. cMO o - �t�� \\G INN Ee, i Iii c rSHANNOd �'ri�INinii N -120 101 '�' 37, r - Very n stiff,blue-gray, V / TIEDEMAN REALIGNMENT OF 221x SCALE I FANNO CREEK GREENWAY TRAIL trace,fine to coarse sant; 9 aR ON p If soda bar doss not ' ,�Q SW TIEDEMAN AVENUE -115 aredlum to high p/astialtyweeet„ee sods.leek drawing is not to , • i 0 s �C'� MASIUNDTON COUNTY MOON 9 gets FOUNDATION DATA 1ffY. DESCRIPTION sY DATE Tr C, �` FOUNDATION DATA $ Elevations are based $ on North Anted= Scale 1"40'-fr. RENEWS:12-31-2018 DEW&E.iEpuN.PEIC EpG K.SORENSEN.=OEM*R.MAO.SE b Vertlraolllatum. 1988. PRO.ECT Nae 0360-Do:e 1 DAT JUNE HINT ISAT. s aF T m 4 N 0 r if °8 II `, C Bent 1 Bent 2 • '7" 4+58.00 ?"3+78.00 /� II" 6'-O" 80'-0"ctr:ctr.bents N li wingwal/, fyp i , 45° II _ �� ••1 :::,.., J - N II �I I ♦. ..�♦♦♦...♦.♦.♦�. \ II 1 \..- - �♦.♦♦♦♦♦♦♦♦...�.�♦... J La ��If ... I - .., .♦♦.♦.♦♦♦♦♦♦♦♦.♦.♦♦ a T— r: ` ♦♦..♦..♦♦.♦♦♦.♦♦♦.♦♦ SII cz II 81,k,,, -9to be 0° tYP ,_ ``..``\ \\` �i preserved and protected.�.�.�♦�.�♦�♦�.�♦�♦� — — — I--n - _— — — --- -'<- ?♦C♦Z►♦�♦� T"Line �� — ------------ - N84°31'45"E .♦♦a.�♦7♦�i♦'�.a --------------------7,-.,=:.= s4�i�i�i�i♦ ♦��0iiiiii� ,`k R`�"" p steel p pe piles lyp. �♦A• 1�w 1'-0"filet. tyP• OHIN ' ..�.� ��4��i�i�i�i�i�i�i�i�i�i�i�i 7-Existing utility o e �� • vkV►•��. /V. 1a fEititilittb preserved and protected ♦♦♦.♦�♦�♦��.�.�.�♦�♦�.�.�4�.�♦�♦�♦. M No or Zone 3'-6" _FOOTING PLAN_ Scale:%g"=1'-0" Foundation General Notes: All piling shall be PP 12.75 x 0.375 steel pipe piles Pipe Pile Cover Plate conforming to ASTM Specification A252 Grade 3, (ASTM A36) driven close-ended to a nominal resistance of 160 14 ' kips per pile.Drive piling using criteria base on the Pile cut-off to provide uniform Wave Equation with PDA testing. bearing,grind as required, a maximum 1/6"gap The estimated pile tip elevations is Elevation 101.5' aT— I and the minimum pile tip elevation shall be Elevation III G. I IN I 121.0'at both Bent I and Bent 2. 7 I 0 I I 1- I i 5%6 ' Bents are parallel with Bearing=N05°28'15'W. TIGARD `0 5 11110PRgr ROE CONSU/LT/NG CORPOR4>E aua An+a SIM woe WA Pipe Pile � f OBE: /NEEAS EUGENE OREGON ' I ' 8 " backup bar 5 G 1 N� OFRCES N B-U4a K� 4� F"P wwwabrefxm + aa+Eccw: KONCOOPERPINSWGRX N 111P4 - or 16588 T B-U4a-GF 12j� I T- yc SCALE WARNING _ TIEDEMAN REALIGNMENT OF • Plate otbottom ® OREGON FANNO CREEK GREENWAY TRAIL mTC-U4c-F If soots oar does not vG 4) .. SW TIEDEMAN AVENUE 2 of Pile(A36) draw measure rove inch,i‘o Sete. �'Pi CY 20,1 NASNINGTDN COUNTY OREGON PIPE PILE DETAIL PIPE PILE SPLICE DETAIL REV. DESCRIPTION BY DATE C FDWARC) 0 No Scale No Scale / FOOTING PLAN oEXPIRES: 12/31/( r7 DESIGN,E.BONN.PE 1 CHECK,X.LONG,PEI REVIEW,N.ROBERTSON,PE 6 PROJECT NO.,0360-0016 I DATE,JUNE 2017 ISHT. 4 OP 7 a 18'-0"out-out a bent 0 2- #4x1'-8" 1'-0"max. 12'-0"path 1'-0"max. w/1' 6"hooks I 1'-0" 12'-6" truss& handrail truss & handrail each end "P"Line 4- #5 x cont. 1 o J ■■ 1 r M '-#5 U-bars i N to 1'-0" I is � Shear connectors on all floor beams, . M #5 stirrup sets ' supplied with truss I •.• .I .• .: tl Match top of ■ I ■ 2- "die,anchor rods. #5 x cont.,each face -..■� ! 2 path elevation il. -Egu mq ,, ASTM F1554.Gr. 55. mix M �'e e ,,�� r bowing 6.. 1D i1i �te o !Ji g N. J ; e 1 Typical pile reinforcement: eire° M II.+:.. .•+_.+ r1 4- #4 X 2'-6"with N 01 - .. • r,��...�.��. ,_ ■� std. 90°hook one end 2m . • '� .. . ■-r.:.0 •�_-■ #4 X 2'-0"dia, spiral 3'-2" :r JIiirLUIUUUlIIII !iijI_ @ 4"pitch x 1'-4" _Il_ •-:• .• .. 1 1 4- *8 x continuous II y II i.1 IS I I 1 1 with std.90°hooks 1'-9" 1'-9" I I C 1 ( 1 11- #5 stirrup sets each end, top and bottom 1,-0"place as shown �* I 6'-8" c*... Note: `B SECTION B-B Typ. PP 12.75 x 0.375.typ. Adjust pile cap elevations, backwall height,and wingwall Scale:%2"=1'-0" BENT ELEVATION (BENT 2 SHOWN) heights as required for Scale:1/4"=1'-0" truss design and deck slope. 1 ■ 12'-0"path ■ 1" € bent 'T"Line open joint 11 Bridge deck 6 Handrail,supplied 1 �f U3 a3 with truss ¢ bent= 12. 43- • Elastomeric bearing pod. :, 7"concrete min.casdeck witt-in-phlace supplied with truss u to itearing $ End panel f . v ;'•. ! broom finish . • 1.0% I 1.0% ■ L 3"min a #4 @ 1'-0" `s .. : c III Const,. 1 joint __ 1'-0" , in I( 11 • , . o 7, Stay in place deck form, I = • v supplied with truss 3- #4 Note:c. • • • See Section II \ W TYPICAL SECTION each way v 8-8 for details scoie:l/4'=1'-0"IA — BEAM SEAT DETAIL not shown. SECTION C-C III score:%2"=1'-0" Scale:%2"=1'-O" y TIGARD I— to m c #4 x 11'-8"transverse bars with std.180° �nF� cax4 RATEOR r o hook each end 0 1'-0", tilt hooks to fit c56 E NEER OREGONer sear me N N�� 12- #5 x cont. !on it.bars& 1'-O" �r1 F`� �C longit. I N�` Nww.oeeaaom ossE O sasu:M CWEGON. MCOLNERWLSHWGTON N 12- #4 C-hors each 16588 end, tilt hooks to fit � --� TIEDEMAN REALIGNMENT OF o �_ T SCALE WARNING ® OREGON FANNO CREEK GREENWAY TRAIL m `N 12- #5 x cont. 1'-O" If scale bor does not vG c8' = SW TIEDEMAN AVENUE a measure one inch,then F (Y �� o ^ #4 x 11'-8"• 1,-0" 'lf ZD: WASHINGTON COUNTY OREGON x drawing is not to scale. 0 DECK REINFORCING DETAIL REV. DESCRIPTION BY DATE EDWA�� TYPICAL SECTIONS oScale:3/4 1,-0" EXPIRES: 12/31/1?- DESIGN:E.BONN,PE CHECK.X.LONG.PE(REVIEW,N.ROBERTSON.PE 6 PROJECT NO.:0360-0016 I DATE,JIME 2017 ISHT. 5 OF 7 3 N O 14'-0" 1 c f#4 @ 1'-0" N J each way co 1.1 in END PANEL PLAN Scale:/4'=1'-0" "T"Line Handrail, typ.. I supplied with truss ■ ■ I See joint detail for sol Nit; 11. 1.0% 1.0% ik portion at pile cap, typ. -f—T—4•y 1r.. _at•r rmas.v�=,,,, r r-t...4 a_.i-�.v->_,�c._r%—✓-_ir. 3"structural END PANEL SECTION granular backfill Scale:1/4'=1'-0" 1"preformed exp.joint filler End panel Pile cap ° o >r o ,. A z . . 111111 i I• a a W JOINT DETAIL TIGARD o No Scale PRaC.` M• NV acssun 1rXW • CNECION c "S OSEC ENGINEERS I NF REGIONAL OFFICES' FMhnaaD oes av:N E '( � SCALE WARNING , TIEDEMAN REALIGNMENT OF ® OREGON FANNO CREEK GREENWAY TRAIL v If scale bar does not v �,h = SW TIEDEMAN AVENUE cmeasure one inch.then F.pj ICY 2O,0 WASHINGTON COUNTY OREGON 3 drawing is not to scale. o REV. DESCRIPTION BY DATE C FDWAR� END PANEL DETAILS EXPIRES: 12/31/I'7 DESIGN,E.BONN,PE CHECK,X.LONG,PEI REVIEW,N.ROBERTSON.PE is PROJECT NO.:0360-0016 1 DATE:JUNE 2017 I SHT. 6 OF 7 1 sem= ol Q �o_ 0 Notes: #4 U-bars "h" The top of wingwall shall be flush „3/{D / with finish grade. 4'-1" #4 fillet bar @ 1'-0" 1 o Pour wingwall against undisturbed match to horiz.bars C Bent 2 N °or well compacted material. below end panel--�� : 1,_9 ° at end pone/ ! O Bent 1 right wingwoll shown, Bent 9„ Al”chamfer, typ. 1 e 1 left and Bent 2 right simliior. rli P-4"43 '_4 yS #4 U-hors „h„ 1'-0„ '1_ L__illilk- ,0. • 1'-4" i 1'-0"fillet ' 404 bars @ 1'-0"each face __ #4 U-bars #4 U-bars "h"@ 1'-0" ° v s.o b,ti _�� #4 U-bars "v"@ 1'-0" #4 @ 1'-0" # , #4 ,-0" foce horiz., fill face J 4 @ 1'-0" open • below end panel J 6'-0" Zo ' -below end panel at end panel at end panel PLAN Bent 1 a, PLAN - BENT 2 LEFT 1'-o'0. I Scale: "=1'-0" 1,-0" Scale:12"-1/2 '/2 c Bent 1 6'-0" Finish Top of fillet I #4 U-bars "h". ground and backwall , match to horiz. "chamfer. typ. �A #4 fillet bar I 7" i. ' • 1 0 t 6'1 aft?-14 #4 U-bars "v", I ..f fea;• o •. #4 @ 1'-0„ match to vert. •; =-t>i� a each face • ' Fill face C• {'fir- Open face #4 U-bars "h"....Z ,t,G# f >0; O match to horiz. I j �=ti =� • #4 �+ 1'-0" 1'-0" in �={�Gf11 'eli #5 @ 1'-0" ■ o �nl�rr }ply i vert.,each face E�- Granular structure I :r t#rr backfill T4.1.14:,. .6;; • • TTGARD. �_ • , rr ,13 b # J I.l. I ID PRgc (:ONSlILTINGSAME OREGON alaOFFICEnag SIM 5 @ 1'-0"horiz„fill faceICD.J 4 1'-0" 1'-0" F5.'• �$� c #4 @ 1'-0"horiz.,open face A 3 �-` G IN f `? ENGINEERSREGIONAL CMG& VANCOUYER WASHINGTON N 4'-6" V ala lr13 WM7YaO?aCG7l OREGON, . 16 :: N ELEVATION SECTION A-A SCALE WARNING TIEDEMAN REALIGNMENT OF Scale:%2"=1'-0" Scale:1/2"=1'-0" ® OREGON FANNO CREEK GREENWAY TRAIL o If wale bar does not rrG ,ih . SW TIEDEMAN AVENUE n drawing Is • �fC G y 20.\ WASHINGTON COUNTY OREGON o REV. DESCRIPTION BY DATE EDWARD WINGWALL DETAILS . EXPIRES: 12/31/1'7- DESIGN.E.BONN,PE'CHECK:X.LONG.PEI REVIEW.N.ROBERTSON,PE 6 _PROJECT NO.:0360-0016 I DATE:JUNE 2017 ISHT. 7 OF 7 / Edge of sidewalk / RON '" �fi Preserve and protect '� m existing utJlities ° Shore as required AA��ElAAE 4 0 1 /M Existing waterline to be ROW r ` n preserved and protected i in N t / N \ w M R End retainin' wall -a \� WCL 0+ •.00 Begin retaining wall t.„ D ?" 3+41.41 WCL 0+00.00 t\ 7.00'left /' Wall crontrol line "T"2+70.00 r"T" line 7.00'left ,,, I /M�__ `,� — 1 �� / ,I I' _———— --—— ` Q I i PLAN ` Scale:%8"n1'-0" 76'-0" Begin retaining wall End retaining wall WCL 0+00.00 Wall topmounted CL-4 WCL 0+76.00 El. 159.40 TON 6" fence, ee Sheet 3 El. 157.80 TON —165 lyp -•-•• "4.-.-**..- - - -. • :4;•--- ExJstin ground ."0:"" •�'ii ii«i««i«i«i► • •«••4+ • ••••••«•«*•«••••*•• i0:••«•iii••« • •• 0«i••Oi«i• •••••••'+ ;4;. ��•••••««•«••••••••••••••••••••••••••••• ••••••••••••J•••••••••••• ••••••••••••••••••••••••••�••' .. WCL ♦�• ••••«.••••••••••••••••«•••••••••••• ••••••••••••••••••• •••••••••••♦••••••••• •••••••••••••••••.- - •••••••••••••• ••••••M••❖•••••••••••••••••••••►•••..�A�••.•• •••�_•..•.�•...-�A•• •�� ••iii•••.••�•:••iiiii�.�• ••••«••••••••••••••••••••••�•�4jj•�•jj•.•••jj•*•••j•�* Finish ground •••�•��•�•,... , ..•-•• . ---- — — — — — --------------------6„60.•.•--.44.- ••••••••••• —160N,1/4\ ••••,„.. ._ _— — — — —-—- �p�•••••••••••••••••• ® WCL — ----- -- -4•••• P _ O W —El. 156.00 BOW L J El. 155.00 BOW z —155 mo Contraction joint. 3 equal spaces, II I S — see Dwg.BR720 for details i — a —150 DEVELOPED ELEVATION Accompanied by Dwg.BR720. TIGAitll — 5 — Scale:%8".l'-0" cor�aurEav ACE _ coNsucpNG so aLe�SMR $ —145 ��C�"GIN �� ENGINEERS EULIME OREGON 0740, O �y invwobeccom ow w traySWIM area's, al al ea 16� SCALE OREGON TIEDEMAN REALIGNMENT OF FANNO CREEK GREENWAY TRAIL 6 If scale bar does not , SW TIEDEMAN AVENUE drco a aw Ie one scale ((‘theF4ICGLY 20'`� WASHINGTON COIR-0TY OREGON 0a REV. DESCRIPTION BY DATE E.DWARC) RETAINING WALL PLAN AND ELEVATION g Note: I�} $ Elevations are based on the North EXPIRES: 12/31/ ` T DESIGN,A.FORTNER CHECK,E.BONN.FEJ REVIEW:N.ROBERTSON.PE o American Vertical Datum,1988. PROJECT NO.,0760-0016 I DATE..* E 2017 JSHT. I OF 3 M 4 N N General Notes: 0 0 Provide all materials and perform all work according to the "2015 Oregon Standard Specifications for Construction"and the special provisions. Design shall be in accordance with the 2014 AASHTO LRFD Bridge Design Specifications(7th edition) with all Interims,as modified by the [1-111Native material General surface finish aODOT Geotechnical Design Manual and Bridge Drafting and Design Manual. N The following parameters were used for retaining wall design,based on � Structure excavation Shannon and Wilson Geotechnical Report dated March 10,2017: - Soil Unit Weight: 125 pcf - Coefficient of Active Earth Pressure:0.51 (coulomb) �Granular structure backfill - Soil Friction Angle:34 deg - Passive resistance neglected , 9. All concrete shall be commercial grade.Class 3000. ►♦�• tn m All reinforcing steel shall conform to AASHTO M31.Grade 60,or ASTM ►��j��j��j�j��; Existing I c - A706.or A615. Grade 60. i ground I _ i ►�� 7 Bar Size #3 #4 #5 #6 #7 #8 #9 #10 *11 #14 & #18 ►��v I y;; ►�� *Splice Uncoated 1'-0" 1'-4" l'-8" 2'-O 0 3 " 2'-8" 3'-6" 4'-4" 5'-7" 6'-9" Not permitted ��4 I Length Coated 1'-2" 1'-7" 2'-0" 2'-4" 3'-1" 4'-1" 5'-2" 6'-6" 8'-0" Not permitted �� 4 I *Increase the splice lengths by ALL the applicable percentages: 4 I 40% for locations with 1'-0"or more of fresh concrete placed below ►� 1 30% for regions with more than 50% of bars spliced in one splice region I Oregon low requires the rules set forth in OAR 952-001-0010 through ►��y��1f Finish j Finish♦��1 �1 ►�� ground I ground ♦�� ♦ 952-001-0090, adopted by the Oregon Utility Notification Center to be ►��♦ 1 ♦��♦ observed. Copies of these rules may be obtained from the Center. 1i \ IT to E Fencing. see Sheet 3 ►��4.1 `1 4± �1 Existing V� •��_.�� •, iD `'......-._ ground II 1. c ® 1'-0" b'p. M #5 4 1 each way EXCAVATION AND BACKFILL PAY LIMITS_ SURFACE FINISH DIAGRAM Architectural J Scale: %2"= 1'-0" No Scale 2"dia. weepa. j treatment, 2 cu.ft✓ft.of gravel holes at 10'-0" • • 1 see Special drain material wrapped I 1 Provisions in drainage geotextile 0 ' d 1 m I 12 Finish 0 /i�I - • .1 ground 2 0 c '/11 /� . I WCL H 8 $ P, 0�'1.;. -d -�- Ii N� 0+00 3.24' 2'-3., 0 Int 0+11 465' 2'-9., III \ i 11 I- j ��/� • I io '• E 0+18 5.57' 3'-0" -J � � •. •4 3" E le. 0+22 5.94' 3'-2" a 6"min. compacted ci. • $' 0+25 6.19' 3'-3" TIGARD_ N granular structure backfill 4 v 4 a Q m 0+32 6.29' 3'-3" 0 10 M 1c N 0+45 6.06' 3'-2" cmwaw>Eawar� c 0+55 5.66' 3'-1" PRO%-c,- Q�E� CONSULT/NG �„ CLUB WE rase `O° _ At?W4= �' a c�ts ` • d 0+64 5.04' 2'-10" �j'�`U_ INF �` ENli/A1t�fNSREGIONAL OFFICES ?:_4 z.� - t =.`t i - ZD 0+69 4.37' 2'-7" 44C'�'' ilk�' E`� ` www.obecoom uXEos nsaCer v u aeccw: m 0+76 2.61' 2'-0" le 165 o B 1'-0" Linearly vary between / TIEDEMAN REALIGNMENT OF SCALE WARNING (see table) typ. stations shown. ® OREGON FANNO CREEK GREENWAY TRAIL a If scale bar does not �h `� SW TIEDEMAN AVENUE 0TYPICAL SECTION measure one Inch.then °,1110,41/4 y 20,\9 r� WASHINGTON COUNTY OREGON 0 Scale: %z"= 1'-0 REY. DESCRIPTION drawing is note Baal C — Q�J DATE EDWA7R°.7 RETAINING WALL NOTES 0 EXPIRES: 12/31/17 DESIGN:A.FORTNER CHECK:E.BON.PEI REVIEW:N.ROBERTSON.PE a PROJECT NO.:0360-0016 I DATE:JUNE 2017 1SHT. 2 OF 3 x a N 45 c Pay length for wall al 4"min. . I— 10,-0"max.vast soocina -I Type CL-4R fencing. I see Owg.R0815 ::❖•..:❖ :❖ . .• : :❖ . ❖:❖W. ❖❖: ❖• ❖:❖•.: :❖ :.•.❖ : ❖:❖: ❖: : : :• • 1.•••••••. •: .VWo: . ❖ ..W.V • ,..••.:•••❖•:oo:•::•••oo'.❖•••:••••o :.••:•❖•:•o•o.•:••❖••.•❖• o:• • • ❖ •••• • o••o • • •••• •vo •••• •.•••• .•••••••• . •••. • ••o••••.•••• ' 1" I x•••0:4 00••4 4 ••••i•••••�•i•4 .•••i:44.•444.O•••i••••i•�•O4.:•X••••••.••••••••••••1 u0•.••••:•••••i.: i:44.:••i••+:••O•i•••••••••i•••i fV i.'•••4•4•.4i i 4•i44•❖•4.•4•.•Oi❖•4•••❖❖•.•i•❖O❖•❖0ii4•L•• 10❖.•❖.4.•4O.••.•4❖. •.•i❖•• O••❖•❖. ❖.�� \ •❖• •i . .• i . • .. ii • • •i .0 . L .❖'0 •i• ••i•• • .i ,• •• •.0•. e I •O•i .❖i❖.•.iii❖.i••.i❖..❖❖.❖ 0❖❖❖.❖❖4.i❖4.❖40❖ •..❖.❖.❖.❖❖. ..❖•4❖❖❖i•i ..OO ♦��•4�•��•.�•.�•ii•�ii�❖4.��..��A�•4.�❖iiii�i•.�•.�•..i,1.•4.�ii�ii4.�ii.•.4♦ ♦.w........•., _♦aaaa.•aaaa aaa♦a.aaaaa aaa aaaaaa♦aaa•aaa.aaa a♦aaaaa•.aaa .aaa•.aaa♦a�iaa�i�iaaaaaaaaaaaa•.�i ami. V r ELEVATION Scale:•4"= 1'-0" 3" FENCING NOTES Provide all pipe conforming to ASTM A53.Grade a 1I2" 1"r' t I2 x3 x6 I ;.i Provide structural steel conforming to ASTM A36. 2"dia. std. U 1 Hot-dip galvanize all structural steel including fasteners and pipeN- , pipes after fabrication.Provide Galvanize-Control silicon steel post awl --- a according to Oregon Standard Specification 02530.70. 6e' Construct chain link fence post conforming to horizontal and 2- 3/4"dia. holes 1"dia. drain vertical alignment of the structure.Install fence posts and hole thru plate parapet normal to grade in the longitudinal direction and PLAN vertical In the transverse direction. Provide and install high strength resin bonded anchors 9"' (AASHTO 1/314.Grade 36.ASTM A307)according to Oregon 3., 6" Standard Specification 00535 and manufacturer's directions. Tighten anchor nuts by the turn-of-the-nut method with nut I I !p %p x 3 x 6 rotation of 60•turn from snug tight condition. 1"grout pad for I C alignment of fence posts I Provide heavy hexagon nuts conforming to ASTM A563. a P� Levelingnuts �I: �IgI IIII I III n Retaining wall ,- 0 G' 041W `e TIGARD "dia.resin Accompanied by Dwg.R0815. o bonded anchors us 5 CORP Ra1EQ4� CPROs Am"All"ale A34O SURE lace o C.1` CONSULT/NG ,,,�„� �t I N F, ENGINEERS WOW OFR= SECTION 4, FF41 wwwobeFaan .aaT,cvr c. BASE PLATE DETAILS 1671•73,...... $ Scale:3”= 1'-0" SCALE OREGON FANNO TIEDEMAN REALIGNMENT OF _ FANNO CREEK GREENWAY TRAIL $ If scale bar does notvG 94) . SW TIEDEMAN AVENUE $ measure one inch.then .pj CY 20. WASHINGTON COUNTY OREGON e drawing is not to scale. o I7 EV. DESCRIPTION BY DATE C EDWAFZO RETAINING WALL MOUNTED CHAIN LINK FENCING g EXPIRES: 12/31/14- DESIGN,A.FORTNER'CHECK:E.BONN.PEIREVIEW,N.ROBERTSON.PE a PROJECT NO.:0360-0016 '- DATE,5.AIE 2011 1SHT. 3 OF 3 SEED SCHEDULE _ SYMBOL SEED MIX NAME QTY UPLAND FOREST SEED MIX 4,559 sf PROTIME SEEDS PT 460 NATIVE UPLAND MIX FOR SHADE SEE SPECS FOR LIST& APPLICATION RATE CWS NATIVE WET AREA SEED MIX(P1499) 24,011 sf / �+..e.;:. SEE SPECS FOR SPC-CIES LIST& I;. APPLICATION RATE csi �� !'yijx f �• � LAWN RESTORATION SEED MIX 2,981 sf ' I ~LI PROTIME SEEDS PT 303 SUN MIX SEE SPECS FOR SPECIES LIST&APPLICATION RATE ti e);/e.( y • _ OPO LU l,..%.c..,--..-...'..:. s..� I v, ��P�R // ,•.:7..;�''. 'y. LEGEND / �i'r. �• � <T• AREA 1,788sf \r /4 / ' �� 1.>. .?":-;''''''',.." ��.,.,•)'" ,J ( I 29 G EXISTING TREE&TREE NUMBER �� •jyf� '}s .: CWS NATIVE WET = O — 30= ®, •y'. f;l. f:' AREA SEED MIX U /7f1�. PROJECT LIMITS,TYP. - S.I 1 ~ II\ F�isJ � r4:' Q .•r '/141,e `:.y:' "= I '\ NOTE: ®� / �.- ` SEE SHEET L1.0 FOR SEED SCHEDULE �� 1, p,5 • \ LAWN RESTORATION SEED MIX(961 sf)/ l 2! \� �� 3` AREA#2 LAWN RESTORATION SEED MIX(1,398 st) ' ,Q ems 0 . \S (449 sf)CWS NATIVE /•'1 711\� WET AREA SEED MIX LAWN RESTORATION SEED MIX(212 sf) \ 1 2• II/ . .0-..:-.,,,,z,-.- g NO 4 il .tioliaw , o°'~ '. /1 1�y��\\' \ \�t�//,/ WORK ,f,,=• . Z .� ZONE .,:"•,/y/ Efl % 1: / \ f,e 4 /r� i-,4;:":',-;:44;, ..,i,z ? y1°s // PROJECT 0 \ ';3st ' �„• f/1,� �,>,3 ,' LIMITS, v f. i ♦ ,Y IS• ` � �" t � ; � `� / NORTH LAWN R�.�ORATION SEED MIX(391 sI) '4.7,'� Y y� b I,�/r� F.'I/ AREA*I(3,312 sf)CWS `� .B./:,, ":"''',`:l t,, 1 rt r,..' NATIVE WET AREA SEED MIX • '".'✓.i.; :�.i"= ' '// IN AREAS WITH BARE SOIL •• s.:2, • NO WORK ZONE CONSUL CBC G i\ •_ ,� EENGNEERSWcoNmuamCCWORAX MICE 1B ROAD, SUITE tool EUGENE. OREGON 9.01-601,11 / ISTE LAKE OSNEGO;SLLEN; NEDEOR0.OREGON;VANCOUVER.WASNINGTON TER ,i. `�� 'G �O TIEDEMAN REALIGNMENT OF •` // •f • • FANNO CREEK GREENWAY TRAIL •` // 96 SW TIEDEMAN AVENUE • // Marianne Zarkin WASHINGTON COUNTY • •/ LANDSCAPE ARCHITECTS t, Mananne H.Zarkin Ss /// 1326 NE 63rd AVE. r Designed By-Teresa Long Portland.OR 97213 �J Checked By-Marianne Zarkin OREGON w r r c.503.758.3131 �1 Drafted By-Teresa Long 30 0 30 60' 90' 0.503.802.0031 �/ 5/8/98 LANDSCAPE PLAN MARIANNE ZARgN.ASLA JCAPE ARG,�ti WEST PLANTING SHEET O N0. 1 manannesmz-la.com - PLAN & DETAILS L1 .0 THIS IS THF FII FNIAMF I(N'ATIOFI 11111111111111111d01111111244111111111111111111111411.11 17—.111N-7017 HH•MM T I nN0 / ` NOTES: e / ` I. BURY MIN.OF I/3 OF OVERALL ' DIAMETER Of BOULDER BELOW GRADE. BOULDER MUST REST s STABLE EIGHT.POSITION FULLY UEG ALSE AND RRON NG SOI. AREA#6 1,157sf CWS SUBGRADEANDSURROVNDINGSOIL. / • • ( I AREA#7(2,198 sf)CWS NATIVE WET PROJECT MUST BE STABLE AND CAPABLE OF AREA#5(503 sf) • NATIVE WET AREA SEED MIX AREA SEED MIX / LIMITS TYP. SUPPORTING BOULDERS WITHOUT L/ SEi1LWG.BOULDERS MUST BE SECURE. CWS NATIVE WET ./ • 2. COORDNATELAYOUT INHELD WITH BOULDER,SEE SPECS AREA SEED MIX PROJECT `� OWNERS REP. FINISH GRADE-VARIES \. ' / dj,l& 4, LIMITS,TYP. • SEE PLANTING DETAIL AT TREE ROOT ZONE r � PLANTING AREA FOR PLANTING UNDER EXISTING TREES,TYP. �AREA#4 f �� .•,...„,",./.:7,:, (737sf)CWS % y' y' \I // •1 AREA#812,532sf)CWSNATIVEWET NATIVE WET �/ 1 '`I p' ' r?', �`' i.,�;= �7 AREA SEED MIX AREA SE ‘19,7,:; r'� :• \ // 6 ;�•f * •1%- T BASALT BOULDERS AT c{: 2 rL�F/ t10'0 O.C. i$Lj' r.;'. � , \ CRUSHED ROCK BASE / .'! 1 / �• '•! ' ' I 11.75 -PREPARED SUBGRADE .• I .., , .:,........,..„1.,. ..' ..., • I �� I BOULDER INSTALLATION 11110t I p • y. F y,.. I 2 • .I -.,,,,,,,-..,.;-,t.,.... ./:::;. :::.," ♦�X #..}Y. { `•Tlr h '•'�'i /e '• Tl 7 r r,�fJ•�J; ./, /7�}' '?'Y/ .x/• /i • i_x ' -. � i . • '—. •:',.,.;;•ki':*:/....,1......-.6.. ''• 4:4„ iii... 11110 :,, ...., i.' ,.istimff,-- -...somisor-. ,..., ,1 . _ \ — .,"4:•‘•'-ri:,-;:`,;y•'•6!,14,: ...A A ..,..„. • • ...• _, . •.„..---•,./..,„,......, •• I ;moi.,t . ."-,..4-.` ,••••,..'`".•F,. . ?.. "� t•r/iy �_•. �. : .. ��-:7 AREA#9 \`' • '. OFF SITE MITIGATION I : ,,. *.) .0-4.."4 l a.1. -1 {Y� .A.>•• (1,836sf(CWSNATIVE AREA8 - U •? %.' 7 `^ �' WET AREA SEED MIX (4,559 sf)UPLAND FOREST ..r..,. :� Q •.:•, ti.- - � , , .' .�0 SEED MIX 1 . . .,...;:<W,..' T> t /. IT Q 4. \ . ...14f, O r> ,•, . AREA#11 ••••..4::;;.;•.....,"•:•:.• • a. / dit r (2,140 sf)CWS... .' .,..). / :-c NATIVE WET i, 3- j AREA#12 117 :•-•,i/.. ',. SEED MIX r .;• (3.978 sf) y. •• z. .-,•* CWS NATIVE +`:;.. ..`�• ••ew•.1,:i�:;.• "f',:• '<a WET AREA ','. = •1 • AREA#10 SEED MIX : . O .r �" (3,381sf)CWS LEGEND y'J' ;),;/.'N;'`�r- I NATIVE WET AREA i Y E /ti, 9 �`c��y�• � SEED MIX \'\III/// �, }/l� Yj•��rx{}{.,- 29 i EXISTING TREE&TREE NUMBER • x/✓6 r r } - WETLAND 2 • • :./.4.7-.' ". . ..;;;',/,', y/' u' r' ' r . • r Y. :::,.41,11,16.. ENHANCEMENT � • NOTE:r ? . � . AREA' H -7.,?,...*:' •l % � •.r • '• IN THIS AREA SEE SHEET L I.0 FOR SEED SCHEDULE 9'2r zrr •• . e}..GT. r }\ / ' 'T, ''/'111 . �. ..147 r f • PROJECT f , : ir9LIMRS.nP.'i ,{ie...,/ � CONSUL 77N0 7NC "sIar•! '. ^:e2V ',....,..Z.;.,. '�I fA�f< -.' c ' ENG/NEERS II,1 MICE m ROW sue lam ENGEM. OREGON w•m -wePX ✓ ...�'' � :;l.y)/' r n r k— LmE C6e[aR sucu: uLOFvxo.oxLaw vurwucx.xsaxaloul / ,•z, %• YF/ 4/) s ��„ ,�O �,ISTE r ober.tom PROJECT >...rF,: TIEDEMAN REALIGNMENT OF AOAA A . ti,96.al........j <c '' ' ; �O0 • • FANNO CREEK GREENWAY TRAIL • SW TIEDEMAN AVENUE ' I/ '\O�L�' 4/0 Marianne LANDSCAPE R HITECTS fulananne H.Zarkin WASHINGTON COUNTY V` �-v Cee) Designed By-Teresa Long O 1326 NE 63rd AVE. ✓ V Checked B Marianne ZorkIn �/ Portland,OR 97213 OREGON y LANDSCAt�C PLAN 30' 0 30' 60' 90' �� Drafted By—Tereea Long c.503.758.3131 5/8/98 o.503.802003 i O marianNEZARKla.coA "APE ARC' EAST PLANTING SHEET marianneCa mz-la.com Scale 1”=30'-0" PLAN & DETAILS L1 .1 THIS IS THE FILENAME LOCATION ############################## 12—JUN-2017 HH:MM T.LONG