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HomeMy WebLinkAboutTualatin River Bicycle and Pedestrian Bridge STATE OF OREGON u Q ,�,r 39V-43 INDEX OF SHEETS •n. �a�.A ��� T ENT OF TRANSPORTATION a •R,., aN; �°°�--r o •m -0,� ® ,r SHEET NO. DESCRIPTION _��� � ��� R1m Irmo •�� qua 1 Title Sheet PLANS FOR PROPOSED PROJECT 4AI oN aPeY�t tW ,„,, lA Index of Sheets & Standard Org. Nos. A. „-® ..d, m 4 �,� GRADING, DRAINAGE, STRUCTURES, PAVING, AND SIGNING b '• r�" ' ; Imo°' TUALATIN �r RIVER �AND Detce.• :Pe A • Y © libIli •,,,,, PEDESTRIAN BRIDGE ra.MC : ro0 43 P° AS CONSTRUCTED UCTED tr • ti —,93 k Overall Length Of Project - 0.23 Miles 'L .A • , : FANNO CREEK GREENWAY REGIONAL TRAIL a �, °ate WASHINGTON COUNTY ATTENTION: Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility NotHication PROJECT MANAGER FEBRUARY 2006 C2-001-0010 ThroughO R952-001 e OAR g52-001-0010 OAR les By 1 aping • t You May Obtain Copies Df The Rules By Calling The Center. (Note: The Telephone Number For _l o �8a7� W= w The Oregon Utility Center!s(503)232-19B7.) COVRSE _ \y F— BON ST. ' 4 434.O �1 OAK t DURHAM m d a1 12 DURHAM n S z4. 444\004144,444 END OF PROJECT t O C 14 13 ��� po' �F'pti,0�t to 4, LETS ALL 0 m WORK TOGETHER MARTHA I 4 trlctIsa DE E volp l/ y*'�-+4 �'_y STA. 22+77 �o � a ST. a SEWAGE MENTSCHOOL ��� TO JOBMAKE SAFE THIS N � , G TREATMENT o J4 �' �� in QQ�� TIGARD OONT oG�T) � uj >RR � tiP" ri O RHAM OREGON TRANSPORTATION COMMISSION VERW OD LN. a 0 • / , slum roster CHAIRMAN g Gail L.Achlerman COMMISSEONER p9 �+��� M CNHson COMMISSIONER o Randall Pape COMMISSIONERJURGENS LA, �& • a 9� ry 4 FINOLAY D. JaneeJ.wsan COAt1SI551ONCE 95' MahhewL.Garrett DIRECTOR OF TRANSPORTATION N.La 'L ..12 ncnRTVALo CITYATIN LIMITSCTYLIMIT• en PLANS PREPARED FOR N. BEGINNING OF PROJECT N.'.C. Z DURHAM d a ,� CITY OF TUALATIN COON . wr ° STA. 9+38 PARK h>a\ F cIn i • • • Q9 c a BY: z �� PARK • • • • QOF`� 1 �FQQy •- DAVID EVANS AND ASSOCIATES INO. Project Partners NeD CO �� • t. w • R}�� KINGFISHER C% • 2 • ,p4 Z • • WAS WY. t- �W Tw�mN I 1 • - T ALATIN • a U REVISED AS CONSTRUCTED • • • q aq— COUNTRY COLS ui a �QA ��y PETERS RD. �� �� ��� a 7/D7 CONTRACT C13220 ��'�� ST • U 0 �S /� 14 TUALATI 14 9OON D. 1s 1a 23 r*, 231 TUALATIN CITY LIMITS °�,�R �y��os =459 PROJ. MGR. GUIDO FORTIER WINOW1 1 CEMETERY A • N MILE it, TUALATIN RD. I Ror ERG as „ Creek SWEEKDR.■U � . �4 PARK qry City of Tualatin �,...R- oMgr � , and FE~ HER two , +CC MTEK'rr _ OREGON DEPACaNGURRENCE TMENT OF TRANSPORTATION �` d P ry BOONES I. z t TECHNICAL SERVICES MANAGING ENGINEER DATE SENECA ST. FIRE TUALATIN RIVER BICYCLE AND ^� O $ �srA NYBERc RD. NYBERG ST. PEDESTRIAN BRIDGE • d .� FANNO CREEK GREENWAY WASHNGTON COUNTr' TRAIL CeanWater Services CHESAPEAKESHERWOO RD. ifillij : T. 5., R. W„VLNI. FEDERAL HIGHWAY PROJECT NUMBER SHEET �, e'{Qe ADMINISTRATION NO. UH- KJ Lp W OD an TONICA ST. apei9 I Our commitment is clear. OREGON X-TEA-7495(007)7495(D07) 1 DIVISION P;\0\000T00000483\0400CAD\EB\Tuotatin Bike Ped As-Builts\RoadwoyDeliverables\RNCV00)000T0483.dwg kit- . Jul 27, 2007 8:39am 39V--z13 NDEX OF SHEETS Std. Drg. Nos. NOT REVISED AS CONSTRUCTED SHEET NO I DESCRIPTION DRAWING NO 1 DESCRIPTION 7/07 CONTRACT C13220 BIKE PATH BRIDGE N0. 20045 RD120 - Concrete Stairway 2 Typical Sections 12623 1'/an and Elevation RO250 - Thrust Blocking PA typical Sections 72624 temporary Work Bridge RD300 - Trench Bockf ill, Bedding, Pipe Tone And Multiple Installations 213 Grading Details 72625 Foundation Data RD316 - Sloped Ends For Metal Pipes 28-2 Grading Details 72626 footing Man _-- - RD318 -- Sloped Ends For Concrete Pipes 28-3 Standard Pedestrian handrail Details 72627 Deck Plan Spans 1 and 2 RD364 - Concrete Inlets (Types G-I. G-2, & G-2M) 28-4 Bollard Detoils 72628 Deck Plan Spons 3 and 4 RD700 - Curbs 2C Project Site Ocean And 'Temp Signing Plan 72629 7ypieal Deck Sections RD"720 - Sidewalks 20 _.. -_. "_._. __-.-- Pipe Data Sheet 72630 Beam Schedule and Details RO875 - Chain Link Fence .3 General Construction (Southl 72631 End Beam Details RD820 - Fence Gates 3A Prof ile (Southl 72632 Bent 1 RD911 - Traffic Control Plans (Temp. Sign supports) 4 General Construction (North) 72633 Bent 2 RD950 Temporary Barricades 4A Profile (North) 72634 Bent 3 RDI000 - Construction Entrances 5 General Construction (Cook Park Conn.) 72635 Bent 4 RD7010 - Inlet Protection 5A Profile (Cook Pork Conn.) 72636 Bent 5 -__ RD7015 - Inlet Protection (Type 4) Biof ilter Bags 72637 Ningwoll Details - 1 RD7035 - Sediment Barrier (Type 3) SHEET NO DESCRIPTION _-- 72638 Wingwall Details - 2 RD7040 - Sediment Fence SANITARY FORCE MAINS _.. 72639 Ornamental Pedestrian Rail Details RD1055 - Matting FM Sanitary Force Mains Plan (South) --- _..— /2690 Utility Details - - _-- FM--2 SanitaryForce Mains Profile (South) --- -__--- --.. __. ... 72691 Retaining Wall Elevations BR74O - Expansion [Sing W/ Compression Seal or Poured Scalcni I M-3 Sanitary Force Mains Plan (North) _-- _-- e "--" --__-- 72642 Retaining Wall NW /'ton Devotion and Detoils BR430 - 39" Standard Precast Prestressed Box TM--4 Sanitary Force Mons Prof ile (North) 72643 Retaining Wall Details BR445 - Standard Precast Prestressed Boxes And Slabs f M--S Sanitary Force ce Main Details 77644 MSC Wall Alternate Details FM-6 Sanitary force Main Details 4-- e_._s_ u.. . -_..,. ___ 7ffi95 Pedestrian Protective Structure 77646 Pedestrian Protective Structure Details SHEET NO DESCRIPTION -- -- RE-USE PIPE -" __-- -- D -- --- ---- SHEET N0. f SCRIPTION U Re-Use Pipe Plan -- TRAFFIC --- RU-2 Re-Use Pipe Profile ST Signing and Striping Plan (Southl Sl-2 Signing and Striping flan (North) SHEET NO. sT"3 Sign DESCRIPTION -�- - _..--- and Post -- "'- '------ aData ranle GEO/HYDRO .._.-_ GA Erosion Control Details GA-2 Erosion Control Plan GA-3 Erosion Control Plan GA"-4 Erosion Control Plan GJ Trench Details GN Planting Details GN-7_ Planting Details ON--3 Revegefation Plan (South) GN-4 Revegefation Plan (North) GN-5 Revegetation Plan (Cook Park Conn.) GA"-6 Irrigation Areas (NorthI GN-6A Irrigation Areas (South) GN"-7 Irrigation D Details ON- Details GN-8 Irrigation ------------- GN-9 Irrigation Details - TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE FANNO CREEK GREEN WAY REGIONAL TRAIL WASHINGTON COUNTY FEDERAL HIGHWAY PROJECT NUMBER SKEET NOMINISTRAMN ND. OREGON INDEX OF SHEETS 'IA DIVISION STANDARD DRG.NOS. P:\0\000T0000o483\04000A0\EB\root t (3ke"Ped A adds\Rood yo 1 vetobles\RPICVo1A00010483.dwgi ldt Jul 27,2007 8:52om 39V-43 ---Ornamental REVISED AS CONSTRUCTED // (For Detail Roil or Demos,see Drg-Na. 72639) 7/07 CONTRACT C13220 Ornamental ---- --- Pedestrian Roil 2' 2, (For Derails,See Drg.No. 72639) -"- _ __ 6 /CCconcrete Prefabricated Modulor Block- T Aar g .-- A I�l iF -11 dlT-lA� Retaining Wall'SW' R7l. `7�?! (For Details,See Drg.No 72641) _ 1111 .._.-Prefabricated Modulo,'Block N. Retaining Walls SC And"NE' j (For Details,See Drg.No. 72641) 5 Q 5' 2' - Wall Con(rol Point Varies,3 To 5' - I 15% SI 15% ,- Vanes >•c-tom., .�S� �!a H r _.� .�° r 70 4 Roth To Remoin '% (For Surfacing Details Not a_'�xT 4.1,�j<< M- > . __ Shown,See Section Below.) -- --- — ige - I -- -�� STA. "S" 6+67.43 To STA. S 9+10.88 -Existing Ground i Wall Control Point -Aggregate Bose,Nom Comp. Thkn. 2"Leveling(%"-0) si �� 6"Bose(1%2"-0) STA. '2" 9+38 To STA. "L"-1-0+00 y�. .< < : 11+60 STA. "L" 14+23.90 To SITA. "L" 14+90 OFFSET FROM "C." 'N" 18+70 To I '1„+9+9@ 19+50 STA. LEFT RIGHT LEFT RIGHT Standord Pedestrian Roil----- - Sl-!l_OR. SH[.DR. E.O.P. E.O.P. Where Shown 1 "L" 10+00 5.00' 6.00' 5.00' 6.78' (For Details,See Drg.Na 2B-3) 2'+ 6'r 6' 2'+ `----"-" -----------—1-' --HMAC Weoring Course L 11+31,g7 5.00' 6.00' 7.00' 8.00' - Level 2,Y"Dense L 12+08.76 = I / -Profile Grade Nom. Thkn -3"' 7.98' 6.00' 9.98' 8.00' S" 5+78.31 Si. 1 5% 9 51 '!a! �oR. �.�.. __e o..ems , - S!7. Existing Ground__. - ? 1 5.C•2 Aggregate Bose,Nom.Comp. Thkn. Cover Vories S! 2"Leveling CA"-0) (36""Typ.) 2 6'"Bose(i%z"- 0) --- 2"Sched.80 PVC Telemetry Conduit -..- IV DAVID EVANS OHOASSOCIATES;Nc. --(2)18""LD.Sanitary Force Mains - 4"Sched.80 PVC 77 (For Details,See Shf.FM Thru FM-4) Stone Embankment TUALATIN RIVER BICYCLE AND Clearance PEDESTRIAN BRIDGE Electrical Conduit FANNO CREEK GREENWAY REGIONAL TRAIL STA, ' '''-' Q- -o-£ A'- -,-l4+9 (SEE 2A) WASHINGTON COUNTY + To "L" 18+70 (Structure) Reviow0d By- Designed By-eft. ,1„-R-8+-70- To '2" 22+60* o+red By Bv.MOB 19+15 Note: Side-Slopes Are Shown Vert. To Horiz. + See 7nDlc At Right SHEET ++ Note:See Drg.No. 72642 For Retaining Wall"NW'Details No. TYPICAL SECTIONS 2 P\0\000T00000483\04000AD\ill\Tool( Bike PerA (3 lls\Road yDl erobles\R117Y0020611 0111 dogj [d7 Oct30,2007 2:10pm 39V-33 REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 -HMAC Wearing Course 4"P.C.Cone.Surfacing- Level 2, 1/2'Dense By City Of Tigard(N.I.C.) Nom. Thkn. -3" Existing Ground-- / __ '� i N" 2 5 a 2" Vor 5'M _ SI 1 0l ' -Prolrle Grade S�C.2 1•.� �, � � S7 i. c� SI 1.0/ SI 75l 5 (Fors Surfacing Details Not / 1 _\ ..Si 0 1�_w°° "�.i d� m-3 Si7 / Shown,See Section Al lower Left) Z. -_- ?�51. �--5 Aggregate Base,Nom.Comp. Thkn.- ---raries , 2"Leveling(3/4"-0) Hammerhead North 11o"Max. e 6"Bose(1Yz"-0) (Looking South) (See Grading Plan, Sh i.Na 28-2) For Details,See Shl.28 STA. "N" 2+70 To STA. "N" 4+90.06 STA. '1" 11+60 To STA, "L" 14+90 STA. '1" 18+70 To STA. '1" 19+15 Varies,0-21' J2" 6' ft Standard--------- Pedestrian Rod HMAC Wearing Course (See Sht.2Q-3) Level 2,%z'"Dense 1 Si. 1 5%-" Nom. Thkn.-3" \ ___-_05 .Al' "._ft 2 6 6" 2" — 51• . I 2 SI. 1.590. SI. Lag �S� , EL 115.0- I. :51 1.2 °3Ae o!_-oEe�2o ,.sgn'..sd o S/.�_2 -� L_ .i�J1".__.l.J `Aggregate Base,Nom Comp. This). o O DAVID EVANS AND ASSOCIATES INC. 2"leveling(3/4"-0) ...----- ---------- --- - / 6"'Qose(i"z"-0 Existing Ground- --Stone Embankment Varies ) TUALATIN RIVER BICYCLE AND _iio'tiax..._ PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL (See Grading Plan, STA. "N" 4+90.06 To STA, "N" 8+17.19 WASHINGTON COUNTY Sht.No.2B-2 Reviewed by- Designed By-AJtD Drafted 8y-COF/JIADR N0. TYPICAL SECTIONS 2A !:\0\OD0100000483\0400CAD\CB\TualI Eke PedA G Its\Roadway Deliverables\RIiTY02A000T0483.dwgJ till Jul 27,2007 A:54om I -� I I \ z_ 39V..43 10' I: Cut D _� \ i- m,fo Sta. "S" 6Q9JFi. 27.3f3' Li.- -."S" Line $la. "NA" 50'30, 35.2T Li. �I FG 118.06 G 119.ro 20' R\ 'NA" Line >0' _ -71578 F6GI See Sill. 5A Fore— Typ V — "NA" Line Exfy C.W.S. 1 0 \ 178.i( FGc,L \ Cu1 Limils Manholes To Remoin Mil(Ex Win 11967 \ Fill Limits— 20' R — g Typ. a\ Extg. C.W.S. Manholes--- 10' I. To Remain ��� Grade Ditch Line 1 -MN Rim 1 - ` To Drain _T_ �� 116.29 Fxfg. __-- r J 't„ Line `- z�n'� O Sto. "L" 19+73J9. 47.23 LL u / .. "-� Rim 119.29 OH -� � (Extg.) FIB ® fO±O \ \Const. Retaining Wall NW -- L Line O mr-_ -r (For Details, See Drg. No /26421 COQC ��O I ill mils _.11,41. 111 HAMMERHEAD TURNAROUND 'S' wr O o HAMMERHEAD TURNAROUND 'N' REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 WIDAVID EVANS uNsASSOCIATES I NC. TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE CANTO CREEK GREENWAY REGIONAL TRAIL WASI{INGTON COUNTY 0 10 20 40 ReVIOWed OY- 611d111111.1111.111111 oosIgnoa or-"Lo orrfY.Ay-coriJu 2 SHEET N0. 7imme-- --- GRADING DETAILS 2B P:\0\000T00000483\0400(AD\Io\Tuolot (Ike PedA P It \Roodw yO lveroble\NH0TO10000T0483dugJ :55om ld/ Jul 27,2001 8 39V-43 S e c. 13, T. 2 S, R. 1 W, W.M. REVISED AS CONSTRUCTED DURHAM 7/07 CONTRACT C13220 71IMINII.--•r� i f �y� '/ 00+ 'i'// I 1\ 1 \\ Cut Limits T = \ Based On Original I \ \ "N" Line Alignment) \ �- Shaded Area Indicates �� �+� Limits of "No Rise" Excavation (To Elev. 115.0) 1 \y Cut Limits \ ,A \ � 1(Rased On •\ \ I -Sta. "N" 4+501 To Original N" 1 V .' ' Line Alignment? (t > �' I\I!! 1 x..`` '\` Conde. Path ProGrade Per file •� ��• ,�\�� (For Details, See Sht. 5A) s I �' Uk.S y k ' '4. -' N "N" Line 1 e .'.lI o`O-' � -r1 --� :' :���F 2 (C y r �� �� A i. �� A i \ O �� �; \i ! , ,, �, 1= 1 A\=(ii L. x V �V - ODOT Roil RAN Track J // , P _ ___ 1 _� ®� �`_-e �4p ''Q' ? >fr Ida-- e z --^SP'iUS OZ:- +9a wE' 4 \__,,,si - ''_-‘,/\-/--/ - - , /_- ---. - ' ,, \ \,'\' \ (a• tee —._- I q� �F.mo3�a�®a R� 1 �lv - 4�v✓t�+9 —z� 0 0 0 O 0 i -_ I I�{7iO11371I M,(' V,;41 A' ®1 �g'p' Iy _.. _.. Si Lam ' g - _ 0 li/ illill ssifre; rne"1 5 �1 a n IIil I Irg t�, _l -o ..p_ 0 0 0 iff444 1 . I - - N 1 :I 80-+-L „t L I( i V/ . \.\ � _, ,� N I7 _ I OI X � X X � ODOT Rail R/W 11,s_ \y,--\. fr.:, ( / .�°' ���c —� I ��/ �� v _�� �' Asa - -- - -. :11114 itiai;/1,412="r '''.:' ' .,.•7 � rN � 11DAVID EVAN S wrvoAS SOCIAT ESitic �� � � N 1} \ -/ 0-:----."---- i N N .. p N TUALATIN RIVER BICYCLE AND + 2 o a PEDESTRIAN BRIDGE Q w - !- __ �.i .._. 0 m-a EANNO C REENWA REGIONAL TRAIL --- == - -- _ 0 D p WA INGTON COUNTY O , REEK G Y • SN � \ 1 _ —1 -"f Reviowo0 By- • ` IAe" Line .__- ^ DeslOnetl BY-AJLO YA " Line Draft.By-LDF/JMDR �i FANNO CREEK SHEET Limits No. GRADING DETAILS 2 8-2 P.\0\000700000483\0400CAD\EB\Tuololin Bike Ped As-Quilts\Roadway Deliverables\RHOT2Q20DOT0483 deg tdf Jul 27,2007 8:59om 39V-93 REVISED AS CONSTRUCTED 2'-6" 10' 10' - 7/07 CONTRACT C13220 TS 2"x2"x 34' Roil Members. Top Rail -.-- 3" Continuous. 30" ± 6" Finish Gra.- Typ\.> 1 . f G �i TS 2"x2"x 16' - 1" Dia. Zinc Roil Posts Drains In Bottom Of Roils ELEVATION ✓ Splice 1 /z' 3/R" Di.. x 54" Long Stain ss Steel Roll Pin. Dri 346" Dia. x %2" Deep -;�- .le In Bar After Golv. Bor. lk... Y--.--3' 3" 4 1N2"Square x 6" Long Steel Bor (A36 Or Merchant Quality) TS 2"x2"x&' 1 O"..----- Roil And Post Members 21" STANDARD PEDESTRIAN RAIL NOTES, 54" 1. Posts And Roils Shall Be Structural Steel Tubing Conforming To ASTM Specification A5OO, Grade B. 0 1;'7' Dia. Hole 2.Roiling Shall Conform To The Vertical Alignment Of �-6" Thru Bottom Of .. i Jf <Typ. The Structure. Posts Shall Be Vertical. The Top Roil On Post G Rail Shall Be Continuous Over A Minimum Of Two Posts. Rails Shall Have A Roll Splice In The Post Space Fir sh Grade Occurring At The Wall Expansion Joints. 3.Railing And Splice Bars Shall Be Powder Coated r1 1k2"Dia. Holes I 3h6"V<Typ' "Instrument Black" Per Federal Standard 595B, Thru Post Color No. 27040. 4.Standard Pedestrian Roil To Be Installed In Locations 51.1 2 �� As Shown. Also See Ornamental Pedestrian Roil Details 2„y. J <Typ. For Bridge And Retaining Wall Applications On Drg. No. 72639. 2" G .6" 6" Min. Dia. (Set Post f��� In Non-Shrinking Grow) DAVID 1" Dio. Holes DAVID EVANS ANG A330CIATE31!!c. Thru Bottom Of Rails '11011 TUALATIN RIVER BICYCLE AND WELD DETAILS PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY Revlere4 By- SECTION Deslg etl By-AJLO Drafted By-COUOJOR STANDARD PEDESTRIAN HANDRAIL DETAILS STANDARD PEDESTRIAN SHEETNO HANDRAIL DETAILS 2B-3 P:\0\000700000483\0400CAD\EB\Tualatin Bike Ped As-Builts\Roadway Deliverables\RHOT2B3O00T0483.dwe I tdt Oct 30,2007 2..lIpm 39V-43 REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 I' I -16" Dia. 0- PLAN Q„ 2„ -_-~ - - Install a 2" Diomefer While - -... or N / Reflector. Recessed %," All ---(See D ._ / /f / d Sides (((i r (See Detail) f � �-g" x tT" Natural Cedar Bollard 2 r„ w1 �1 ��I 1 /'/a Steel, Formod In Shape JJJJ 1 �' Ted To Fit Snugly Into 2" LD Sleeve ' Inserted Info Bollard And Attached - -;,�l- Install a 2" Diameter While II 1 r w/L - 'Be Dia. Machine Belts �l' Ref lector, Recessed %z" All .1 (J 1 Sides I ! S 1 BOLLARD CAP --7" x 3/" Dee Breakaway ?i 't��I- 8" x Q" Natural Cedar Bollard ENLARGEMENT /- P y O l(I1 Reveal On 2 Sides Faring � � Tr'offic 11, 2 - %" x 9" Gale. Through— Jj--Slope 7o Drain Away Bolls Deform Threads After ( / From Pasf Installing Washers & Nuts / —Locks & Muhi Lock Bar �f- /// Provided By 0/loris I l nish Grade Go/v. Steel Collar %' w/3/8 _. n .v I (For Details, See Sht. 2) Toh Welded l SIAccept Locke --_.� i 5 - I/�///.//l//, •' �� f J/J � J� ��t�i ��1 ) Collor nsl/rumenl Qlockall Re owd _ / - Concrete Fooling v111' III III ,- r( (Federal Standard 595B, 9 I III III 1 h I II III III 1 P l 'J11 - --'a' steel Plate, welded In Color Na. 2(040) � 11 II 111 III III III III III- III :III II =III III III fII III- 1II II "a"shape, Ito Fit Inside . 114 u . III 11 III-11 I 111 -i 1 P 1 •-.• III III III III Pipe sleeve III III_- I' III_ (!' 2„ I.D. Schedule 40 nn�� III III 1j I1 71 III- -III Goly. Pipe Sleeve W/ • 111 I11 11I - III I I I11 6„ Long #4 Reba( 1 11 4.11__ Horizordol To Hold Pipe IIIL 1.1IIIIII - II III Place • 1. --%2" Dia. Galvanized Lye • II III.I II III m -I�—Native Material Boll w/ Nuts & Washer III 111 a" III III-_ Embedded Into Concrete. ----- • III 11-' I r'. y III I I' —— 1i --6 - #4 Bars Eq. Spaced lii41111111i1� a11NI1Ii w/#3 Ties @ 12" 0.C. 3 • - kiVIVAVO I= DETAIL ;, �� II=:1 III I I =1 I' �_.._s/q'_0" Crashed SLEEVE/LOCK ASSEMBLY ELEVATION 16" a Aggregate ENLARGEMENT REMOVABLE BOLLARD oO DAVID EVANSuNoASSOCIATES me. TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY Reviewoa 8y- 0eognea By-HTA oroTtea Fr-JTH SHEET NO. BOLLARD DETAILS 2B-4 P\0\000100000483\04000AD\(B\Tual 1 Rike Ped As-Budts\ReadwayD liverable\R/OT2Baoorao83dng J (di Jul 27,200/ 8:59am r 1 `\ i RU TED , F,PP i NOT REVISED AS CONSTRUCTED / 7 CONTRACT C13220 c� A t' i \ l \1 j c inni o m _ I 9 I ', 4 �� o r a+s DURHAM zi I /' `-1 -'I' s :n -..,,_l ✓ goo iu 1� PROJE I`7- SITE ACCI.SSNOTES „ <Y A -i TIGARD 2 ED(�- �RR'' pd wesreR y // L ^ / I - 0� 12 � _ A\\ / 1 1� North Access To The Project Sife Is Via 8.5ih Avenue Through cS 1 'i.. C.) _ 2 / `- C.W.S. Wastewater Treatment Plant_ Contact Randy Noef @ (5031 I. 1 %, "--- , ����`� 5/-8183 For Permission. R RwE @°v I �2 � ,�} �o ' i LAKE 01$�EGO 7 //.d f I p South ccess Al0 The Project Site Is Via 1ualotin Community _ """" � �K o l/1 6 / O Park. Contact Paul Hermon @ (5031 691-3060 For Permission. 17<,. -, i / \ "AR. �� moo / -- I (C Existing �„ / / 1i),Ie \I °- Durham e°°� K,,,,. 2 Q L--( I , Trail --�� %c �,� � � � PROJECT n+ Tualatin— ITUALATINN � z SITE / yP TEMPORARY SIGN LEGEND N(J ' _! � Rivet !rail \ w l e/o k q < I (By Cliy of Tigard m a eo` m _ W ,, \ a C1/ 3 6„ 1 I onln/N i I �J'� A ji o \ ''-' " TUALATIN OVERLOOK ac',. S ,,,,,„I I w To P� 0 p 4.-N,. I a1 PATH CLOSED AHEAD3,D ei �- 6 s \1 ;L.7 �s TU VIN .-, � I y _ - L- , i_:. ..-, �12• ' - ,., ,,. 12 ��, 3.x�' 34.r� 3ri�,-v. ,„,1_-- R1j _Cruets - o gS�E �� - -- (Mounted On Double Post Et M ,6 d9 )� - A---__. e`v ]I See J No. R09111 6 1 emporary Sign Support. �,@', ._ c I_ — OR Pr10 y �. �s,A NyuLa' 1 voL.gc 1.. /\\ -- sI °_ �, = l PATH 3 5.. _ TUALATIN CLOSED 4 W/6Ts sHSN 09_ TO S \ �� (Mounted On Type III Barricade. See Dry. o- No. RD9501 kr DAVID EVANS nNoASSOCIATES wc. __ ____ Ql TUALATIN DESTRIANBB IDGE ICYCLE AND p Z EANNO CREEK GREENWAY REGIONAL TRAIL Q Q � WASHINGTON COUNTY JQ e _- Reviewed By- ~ Designed By-ALIO Dratted By-LW SHEET PROJECT SITE ACCESS AND NO TEMPORARY SIGNING PLAN 2C P.\0\00070000048,1\0400C70\re\79,991 (like Pod As B,l(s\Rood y0 rverable\NIO P02CODOT0483.dwgj WI ,ke 27,2007 9:00om vl PIPE USE / INSTALLATION CRITI RIA `Ptx ALIFRNAIE MATERIALS.. .... ._ . IEanlmni f _._. APPURTENANCES _EXTENSION a ,a PIPE ARCn HELICAL LUITRUCUTED METAL _-- •jyU-�.j Jaen ME NS - -. ..._ RIGID SPECIAL MAARS. ES l INI7TS n -- "" --- _ ALUMINUM ALUMINIZED OR GALVANIZED IRON AND STEEL PRE CAST CONCRETE CONC. I 1YIE CIRCULAR OR ELLIPTICAL HELICAL CROSS- u �l SIZE OF CORRUGATIONS SIZE Of CORRUGATIONS PIEd REAR. - - � c >O _ o --- ? / -.._ SECTIONAL z RI RIVETED WELDED OR LOCK SEAM LOCK SEAM 171 RE:TED WELDED OR LOCK SEAM LOCK SEAlA L>J ,`. A�vef ed w,Ua j _ /'x I/ / /i--3 1' SOW MALL ARlENE RIB 1/ x I/a / /z.__3' COATING SN00711 WALL ORAL RIB COAiINGC gilded LENGTH DIMENSIONS _-le O O y" Yr --.(�C� O O 0—:0 r Y 1 r Loch -- 1 7-' SICC IN Ilnches) Seam . _-_" PLAiC PLATE 1 _ PLATE PLATE PLATE r PLATE U��� 1 9 6 8 IO 17 IA 14 70--_� ' Iil Nof f P lox OC )i•• �p P to OC Y PY" N J > I l I EOUI4 SF>AN RISE EAR FR IIrcN, ilk ,� 11IXN r p r Yx o _ g J J Conc.Pipe �, Yex" 17"OC I , 1.. MN Y-x 1- _ 0 OC. r>zxt s S¢C RADII - ,.. ,,, ,,, IJf-D.c P Nl"D c L ENGT11 IN FEET Ileetir h ) -_ - _e✓,_ „ .,' OVe NO finches) . )Inches) (Inches) <-- ---_ II hell K>(inched Ilnch ) j- - --- (legit) II 1 N b (Feet) .�- REMARKS Ilnehosl II eel) PUNetl" �'�' 60-0 e PLATE IIIrcN chesl ', n PLATE TIY N Ilnchosl ftogD ed 340 _� C.W.S.C.W S TELEMETRY CO UU 1 `' CAWS POWER CONDUIT -_.__-358 _._.-__ ......._ _.-_ _._..-__-__._ ✓ -- - - - - ---.— ._.. C.W.S_IEIF'NF1RY CONDUIT 1 _-_ ___ { C W.S.POWER CONWII 15. 5T ,__. 17 I I 415 ✓ N I i -_. --- __ --__ -____ -._. _.__._ ._- _ REUSE.LINE I .__- .... 489 -- -- � _.- - SAN.FORCE MAIN IF 41 • - ------ _-----" -------- _ --- -- r SAN.FORCE MAIN kg SAN.FORCE MAIN Mt v SAN.FORCE MAIN --- ---_ -- SAN.FORCE MAIN 0. 270 SAIL.FORCE MAIN / SAN.FORCE MAIN MAN SAN.iORCE MAIN MI SAN.EE(CK MAIN SAN.FORCE MAIN GENERAL NOTES; - - t A check IV)NO Indicates column heading applies. Qa Cross-sectional shape of pipe normal to NOT REVISED AS CONSTRUCTED 2. A new pipe culvert installation shall be of like longitudinal axis,prior to loading RD300 Trench Backfill,Bedding,Pipe Zone And 0 RD348 Large Precast Manhole 7/07 CONTRACT C13220 materiel throughout. II A-Pipe-Arch Multiple Installations 0 RD348 Manhole With Inlet 3. Extension of existing metal culverts may be of unlike R-Round 0 RD302 Street Cut ❑ RD352 Outside Drop Manholes metal or corrugations.For connecting details,see E-Elliptical(5%nominal elongation) ❑ RD304 Arch Pipe Backfill/Compaction 0 RD358 Manhole Covers And Frames VI DAVID EVANS AND ASSOCIATES INC. Standard Drg.No.RD328. C)Minimum allowable diameter for Class t 0 RD312 Subsurface Drain ❑ RD358 Manhole Slope Protectors 4. Dimensions shown are nominal. nonreinforced concrete pipe is 15'. 0 RD314 Open Grade HMAC Drainage Details 0 RD380 Manhole Frame Adjustment 5. All pipes shell conform to the AASHTO specification ©Abbreviations for protective coatings for metal ■ RD318 Sloped Ends For Metal Pipes ■ RD384 Concrete Inlets Types G-1,G-2 P G-2M applicable for the type of material and the diameter pipe ■ RD318 Sloped Ends For Concrete Pipe 0 RD386 Concrete Inlets Type CO-1,CG-2 TUALATIN RIVER BICYCLE AND of the pipe Involved A-Type A asphalt coated 0 RD320 Paved End Slope For Culverts And Curb Inlet Channel PEDESTRIAN BRIDGE C-Type C asphalt coated 5'-0'Maximum Pipe Size 0 RD388 Concrete Inlets Type ME.M-O,B And B-SL D-Type D asphalt coated and fully lined ❑ RD322 Safety End Section MetalPipe 0 RD370 Ditch Inlet Type PM-Polymeric,1/4'thkn.coated both sides 0 RD324 Safety End Section Concrete Pipe0 RD372 Concrete inlets TypeFANNO CREEK GREENWAY REGIONAL TRAIL PO-Polyethylene Inside lining,polymeric outside❑ RD328 Or Field vlASHINGTON COUNTY Coupling Bands For Corrugated 0 RD374 Area Drainage Basin Field inlet FOOTNOTES. U-Uncoated Metal Pipe ❑ RD378 Miscellaneous Drainage Structures Reviewed BY- UM-Chevron industrial membrane 0 RD328 Slotted C.M.P.Drain Details Siphon Box 4 Inlet AdT.Cap C Design height of cover is the critical design height Ep-Epoxy coated 0 RD330 Metal Pipe Slope Anchors ❑ RD380 Fill Height Table-Alum.4 Steel Corrugated Designed By-REAiAJLo used to select pipe materials. The height of cover Qe Abbreviations for existing pipe materials 0 RD338 Standard Storm Sewer Manhole ❑ RD382 Fill HeightProf fed By-COFidMDR Storm for any given run of pipe may vary. Design height AB-Asbestos cement 0 RD340 Table-Alum.7 Steel Pipe Arch of cover shall be measured to aubgrede. Al•Corrugated aluminum 0 R0342 Sha S Ma Pollution Pollution Control Manhole ❑ RD384 Fill Height Table-Alum.9 Steel Spiral Rib C)Crone-sectional dimensions may vary with different Co•ConcreteShallow Sewer Pipe ----'---- materials.When galvanized Iron or steel and PI•Plastic andard 40'Diameter Manhole 0 RD308 Fill Height Table-Concrete Pipe SfNEEi 0 RD344 St o. aluminum are acceptable alternates use a separate St•Corrugated steel Base Section PIPE DATA SHEET line for each type of material. X•Other material,see remarks column 20 I'\0\O00T00000483\0400CAD\EO\Tu0/( Bike Ped A B il fs\RoothvoyDelli oblesS,R12T10DDO000T008tdrog J 1d/ Jul 27,2007 9:00om S e C. 13, T. 2 S, R. 1 W, W.M. 0)Br. No. 20045 39V 43 IUAfA)IN yam._... ...__�._ Coast. Structure -380' Walk Width 12' + 2' Shldrs. (For Org. Nos., See Sh1. IA) C20 Coast. CWS Access Rd. � �" \ ("S" Linel C� 220 CS CII� C`l \?� C2J C3) C6� CSD @ ®SIG. "L" 13+29.97 To Sta. "L" 14,87.30. Lt Consl. Retaining Woll 'SW' And Ornamental Pedestrian Rail (For Details, See Drg. No. 72641) "S" Line --- I Sta. "L" 14+26.81 To Sta. "L" 14,78.44, Rt ---P&W RR Coast. Retaining Wall 'SE' \ \ / Track \ And Ornamental Pedestrian Roil N N N � (For Details, See Drg. No. 77_6411 Portland And J Cons1. Hammerhead Turnaround 'S' Western Railroad Co (For Details, See Sht. 2B) -Extg. Edge Ofi- + + /--Extg. 000T + Gravel Pathway 0 0 0 O �`// Roil RAN N 02°02 37'E O O O O r r-_ ,.. �., �♦t _—._ ., - — �= - lean Water Services Manhole And Vault • T(�`cfT c- C8�Sta. "L" 10+00 To S 22+10 t -,- - - Install (2) 18" Dio. Sanitary Force Mains. To Tualatin I-' Exlg_Son. Sew Eose. �, _ .� _-��_ s v At Sta. "L" 10+00 and to. "L"22+10 Community r' v, ,' f r' �, _ _ °-- = - By CWS (MD.) �+ (For Details, See FM Series Sheets) Park -2, P _ ---_ ` C O+ - o 6 :V m 2@ Inst. 12' Single Gate, Tye CL-6 0 t '�- w, 77, f w ,, Lrmils �9..f Al Sta. "S" 7+05.00. Gate, Fence Material, 0 O -i 00 � - O V f'� N - And Posts To Be Powder Coated \ O .-_. I "Instrumental Block" Per Federal i' "- . I U7 Standard 5958, Color No. 27040 BEGINNING OF PROJECT + I See Drg. No. RD8151 STA. 9+38 `\ [B] O 13 Protect Extg. tree. `—Flood Plain 2D C� C9 17 003 1 6 End of concrete path, Sta. 11+60 8 13 7UAI-Ai1N RIVER 2t Oversized s a curb (coping) op ) and roil 40 ft. from • d of SE wall. S e Bridge Details. 9 8 Sto. "L" 12+95, Lt Inst. Elec. Vault, Model No. 660--PGE CURVE DATA With Traffic-Rated Lid Inst. Telemetry Vault Model No. 253-TA CURVE ALIGNMENT RADIUS T+ ENGTH With Traffic-Rated Lid "L" 1000' 6°04'58" 106.16' S Sto. "L" 10+00 to Sta. "L" 22+00 REVISED AS CONSTRUCTED [] "S" 250' 6°04'58" 26.54' Inst. 2" Sched. 80 PVC Telemetry And 7/07 CONTRACT C13220 4" Sched. 80 PVC Elec. Conduit. At Sta. "L" 10+00 Connect To Extg. 16 Protect Extg. Elec. Service qlq l DAVID EVANS o.oASSOCIATES ma. 17 Sta. "L" 14+35, 3.17' Lt. and 3.17' Rt. II011 Inst. Removable Bollards - 2 -------- (For Details, See Sht. 28-4) TUALATIN RIVER BICYCLE AND 0 Coast. Pedestrian Path Connection PEDESTRIAN BRIDGE (4'Wide Gravel Path, 1/4" - 0 With Fines) - FANNO CREEK GREENWAY REGIONAL TRAIL Approx. 60' Long. Nom. Comp. Thkn. - 4". WASHINGTON COUNTY Connect to Extg. Trail As Directed. Reviewed By- Dosjc,ad Be-AJLO Drafted Sy-L0F/JnDR SHEET GENERAL CONSTRUCTION N°' (SOUTH) 3 P:\o\000r00000aa3\0400CAc\ea\roar iin a(ke Pet!A a us\Roan y0 rveram \Rl!PP003000/0485.den j Idt Oct 31,2007 8 49nm 39V--413 REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 "L" Line a 13RIDG1 NO 20045 (See Erg.No. /262.5). u> 130 700' V.C. 77" 0.50% 130 BEGINNING OF PROJECT -- Prolile Grade @ - O _ _ - / STA. 9+38 N "C Line `-100-Year Flood w / �' \ Elev. 124.8 --- +� 5�� Subgrode .. .._co V.C. Jf 'f V 100' — — — ------- - Ground Line @�' /'� ji 0.34% ___e_ 720 no Ground Line �--© - -' /' 720 Match Extg —A 177• Subgrode �.: n -- "- - Stone Embankment \ '‘\ �I U- \--Sanitary < \Sevier �\ Force Mains(See FM Series Sheets) \ 110 i Exc. 200 C.Y. * \ 1 ]70 I ERG. 550 C.Y. * I 9+00 10+00 11+00 12+00 13+00 14+00 \--,N, "S" Line —100-Year Flood \ —Ordinary High Water ro Elev 124.8 (Note: Liev. 103.0 N Excavation And Embankment ____._— .� Volumes s For"1.”And...S."Lines N 100' V.C. ,IL....' \ O a 100 ao V.C. 120 O7—Profile Goode©t 15+00 16+00\ __Subgrode + .. y Ground Line @ it- oO DAVID EVANS u*oASSOCIATES INC. cs 1\ \''.,, TUALATIN RIVER BICYCLE AND '' PEDESTRIAN BRIDGE - - - - - + - - 00*00 CREEK GREENWAY REGIONAL TRAIL. Subgrode--- _- --,__ WASIiINGTON COUNTY_. ib / Reviewed BY_ Dosigned By-BAD Droftetl Sy-CDf/JMDR 110 SHEET PROFILES No. (SOUTH) 3A 5+00 6+00 7+00 8+00 9+00 P.\0\000100000483\0400CA0\FB\Taal 1' Bike Ped A B'Ifs\Roadway Uelrverobles\RHPP034000T0483.dwg I WI Jul 27 2007 9:01me ,, ^ ,6s, 3 9 V 4 3 S e c. 13, T. 2 S, R. 1 W, W.M. c, To Cook / REVISED AS C�1NISTRUCTED O Pork 7/07 CONTRACT C13220 TUALATIN AND DURHAM Cut I m O / I imif� I ,a / ^C UaL Al-IN �� \ cut cN \ v omits -A Flood-- ti i v‹ O Flood r, v Plain m O Plain , \ a. , <n � --Excavate To E7ev. 715.0 �, `, \ o P - ,I 26 A(See Grading Plan, Shf. 2B-2i _A A I5 FJQ I (2 I \ \ ,gym �F.� \ ...\\ _�/, 25) F xtg. Woad Trrsile / Exig. Man Span Steel Truss Extg_Wood Tr•silo ve ra\ / e f9\{ � I \ '- ___ d IS {�N� f. Portland And Western. IB I d i� iI�1 jl I. 1 1111111w, Railroad Bridge - 1, �..�,� �c�..�a. i i� JI - l..t�+.r.. �I I .1_ I :_.. ---..Fx1g. ODOT H I • l ..�a.+. ... h .s EN b01..e.�' I I Roil R/W �� o ± \ s I � N — 20 n L _.. , Line N _ _I .t� l�,! BQ+� O 14) Abm\0000000-- ,o NI AIa Sowcut __Track CL ,'r CJ �1- 1/,qg„. 13 XJx Typ R to cr III ® - �8., I / Lxig. Pvmt. / To 7-001edn - 0 O - I - Commun fy _ .= N 08 07 3S O + of \ _-\ _--- Dt�rl"_.--- , 'C Cif a Pork _; v �_ /" k . + 0I San Sew Ease. - .......�,_.- -7-- "O! �.Fill f' 2 rs) r> j • 1" Lille (UAL,,-IN R)Vh.1? --�- :�_�- N Limits �3 CURVE DATA o + o o CURVE A!16NMEN7 RADIUS Ti- EAG711 ____ O °'. 'D 1 m v - / O. o + I CI L 250' 24 42'21 10T82' �� ( -- _ A O -1 DI (" 750' 1106'56' 224.04' 0 ('J g,a G NA" oa 27 3>'44' 4 .76' o @, 3) 7-) C7 -,\ END OF PROJECT T I. Not Used Not Used FANNO CREEK STA. 22+77 1_-1 (I� s� DURHAM 0 See Shl. 3, Note 1. C9)See Shf. 3, Note 8. C�Const. Pedestrian Path Connection .J Trestle To Be Replaced By Tri-Met (4' Wide Grovel Path, 1/4" - 0 With Fines) - Washington Co. Commuter Roil Project, Const. Hammerhead Turnaround 'N' C0(D Sta. "L" 19*15.98 To Sta. "L" 19+85.87, RI. Approx. 20' Long. Nom. Comp. Thkn. - 4". (Shown For Information Only). (For Details, See Shf. 28) Inst. Drainage Curb, 70 LF 0 Sta. "L" 18+81.43 To Sto. "L" 19+02.98, Lt Sta. "L" 18+73.66 To Sta. "L" 19+14.04 0 1.0 L.F. Curb Cuts, 5' O.C. Const. Retaining Wall 'NW' @ Sta. "NA" 51+40.35, 3.17' L1. And 3.17' Rt. 27 Oversized curb and roil with handrail Const. Retaining Wall 'NE' Begin Sta. "I_" 19+16.00 With Ornamental Pedestrian Roiling Inst. Removable Bollards - 2 With Ornamental Pedestrian (Roiling (For Details, See Drg. No. 72642) (For Details, See Drg. No. 72641) I.)Note Not Used e 0Sta. "L" 18*93.33, Lt (t 13 Const. Type CL-6 Fence - 200'Clean Water Services Manholes. Inst. Elec. Vault, Model No. 660-PGE With Conn. To Pedestrian Protection Fencing. DAVID EVANS AND ASSOCIATES INC (See Org. No. RD815) Traffic-Rofed Lid l ®Sta. "L" 19+94.10, Lt. Ste. "L" 21+49.03, 20.00' Lt. Begin TUALATIN RIVER BICYCLE AND Adjust (Major) Sanitary Sewer Manhole Sta. "L" 22+27.26, 20.00' Lt. Angle Pt. 21 Sta. "C' 18+93.33, Lt PEDESTRIAN BRIDGE To Finish Grade. Sta. "L" 22+41.76, 36.24' Lt. End Sta1. TelemetryVault, Model No. 253-TA With Rim = 124.80 Sta. "L" 22+52.76, 36.34' LI. Begin FANNO CREEK GREENWAY REGIONAL TRAIL (See Drg. No. R0360) Sta. "L" 22+67.26, 20.00' Lt. Angle P1. Traffic-Rated Lid WASHINGTON COUNTY Sta. "L" 23+45.41, 20.00' Lt. End 22 Sta. "L" 19+55, 3.17' Lt And 3.17' RI RoviNwoa By- Inst. Removable Bollards - 2 Designee er-AJ10 8 Protect Fxig. Utility Pole Droffe0 By-CDF/JAIDR 23 Sta. "L" 22+60 To Sta. "L" 22+77 -----..--- --._ IS Inst. Pedestrian Protection Structure SHEET Transition Path width To Match Extg. GENERAL CONSTRUCTION (For Details, See Org. No. 72645) N0. (NORTH) 4 P:\0\000T00000483\04000AD\EO\1'uor( Bike PedA P ills\Roudnoy oeliverahle\RIIPP004000 T0483 d,vg j id( Jul 22 2007 9:Worn '/L// Line 39V 43 oa v.c. REVISED AS CONSTRUCTED 100' V.C. W N 7/07 CONTRACT C13220 I� —Top of Deck @ Q' + 1, ---BRIDGE NO.20045 ci - o o, (Sec Dig.No. 72623) 130 El100-Yeor Hev. 124800d N \ y 2 o Sanitary Sewer— ��`^„ A`� ;S p0 n O Force Mains N -� --Profile Grade 0 N O (See FM Series o , IV 120 Sheets) Stone Embankment.-� �' O 120 j y n / Ground Line© z ,,,,, 100' V.C. 'mot - �.,,, 110.3'% a O I n` t +Note. -Excavation And Fmbonkmen{ -0 Volumes For..L,.And"N"Lines Su de -Match Extg. Have Been Combined g 110 1 0 I / Ordinary High Water Elev. 103.0 _. 1 21+00 22+00 23+00 ) i o . DAVID EVANS AND ASSOCIATES INC. / TUALATIN RIVER BICYCLE AND _ PEDESTRIAN BRIDGE V'— - FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY 90 Reviewed Ry- .. .. Resigned BE-AJLO Dratted By-COF/JR. SHEET NO. PROFE (NORT ILH) 4A 16+00 17+00 18+00 19+00 20+00 P:\O\OOO100000483\0400CAD\EB\Tool tt pike Ped A B lts\Rood yOeliverobl \RIIPPO4A00r048Jdwg 1 tdl Jut 27,2007 9-02om .I I + I 39V-13 S e c. 13, T. 2 S, R. 1 W, W.M. I 1 C; (7URI IAM ��)� I 1 I O I To D1rnom REVISED-AS CONSTRUCTED - 1 - 4 J n7/07 CONTRACT C13220 Ci - _ � J � City ark CD Grade Ditch Line To Drain (33�Ste. "N" 2070 To Sta. "N" 6,57.20 (6 �--,, 11 YL B'1',218�__N. I �j� Const. Bike Path (Aga. Bose Only; City Of Tigard ' i11N 9�0 �/Coast. Pedestrian Protective Structure To Coast. P.C. Cone Surfacing (N.I.C.11 DV- ,�� i`t3'iTsF�'. Underneath Extg. Railroad Trestle � [� i' � �1jg*�'�� LI (For Details. See Drg. No. 72645) (-J Proposed Tri Met/Weshington Co. v Xo //% '7111 >i . \ I 1 Commuter Rail Trestle Replacement / i �-C, _ _ _ 'L" 22+47,?6_P.O.T. Shown For Information Only. �� �_� y �lI �I _ "N" 7+30,04 C5)See Shf. RU For Irrig. System Info. N / / `F.1 -, I I a�-, 7y„ o .,, I 1 zl G2MA Jnlet / j'.- Sxg� � .^� X 18" CMP Culvert Pipe - 16' // °62 Al i. F. r.Ir;_ I It" 22+0 0 / i !/ I F'Ij I I X I ,II f ` . , c.�;,, i I r; �'1"-21+40°02 P.T. c) / . I I I ry� , �'� •• �� • 1'1," 21+08.69 P.O.T. ?/ / A� S��0 I _ 'NA" 52+08.88 i= 0 I • / 3) <. ; _ , ,�` 17,�,7 21+0 0 -- Tigard Cook Pork Path / / / / 1 I I _J (Tualatin River Trail, ( i/ � `/ / Q M'-� _— � ' By Others, Shown For Y' ( N.7 )13 1 w I "NA" Line Information Only. Cut- ,/ _�- Exig. ODOT -\\I .�-- O(R Limits N\ Roil R/W �/ I o I 1.0 GGk P '� / N. \, I ,� / L.� NN ,,s , 2 / Track Ckor /0,, • .. , , 1 "i , 0 � // ��� 1 IrlSte f.. -"L" Line go, Ox �6g �� v�/ ff 2�-1-00 s44, r (� Fill O 9�� ✓'" 7t,1 / .. W I '.�Limils �� A a �' _ { „N„ Line P 11 92d19 I '96� y - I C-- ,0 j To Tualatin ° °poi �Q �; Commodity Pork a " �-� I. DAVID EVANS Ar.nASSOCIATES INC. W _ BEGIN PROJECT + STA. "N" 2+70 0 I TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE is FANNO CREEK GREENWAY REGIONAL TRAIL --.- WASHINGTON COUNTY CURVE DATA eeaowea By CURVE ALIGNMENT RADIUS T+ LENGTH Designed ad Add) ---- Edge Of Water I E "N" 80' 95"25'43" 133.24' Edge Of Water i! —Droflo0 By CBF/JMDR - ------ I C I SHEET u "N" 50' 63°41'17" 55.58' NO. TUALATIN 1\- 1 GENERAL CONSTRUCTION RIVER (COOK PARK CONN.) 5 P\0\OD0T00000483\0400CA0\El3\Tool t 13'ke Ped As O I( \Roadway Oeliverobles\RI1PP00500070483.dwgj (d/ Oct 30,2007 2.13pm 39V-°13 "N" Line 130 9 (TopREVISED AS CONSTRUCTED - Ext .I'&W RR Trestleof Rail 130 And Low chord Elevations Indicated) 7/07 CON TRACT C13220 wo - Year hood --F/a Elov. 724,8' \\\\ --Proposed P&W RR Replacement Trestle(Low Chord Elev) V Per Tri —6�--- .Met Washington Co _._.. Commuter Rail 95%Plans. 1.25'___.._..._ 10'Vertical --Sta. ""N°2+70 To Sto. "N"6+51.20 �/ Clearance Min. iii io 120 Profile Grade @ m N 120 SIa. "N",2+70.00 - m. '"N,I.ine-_.-..__-__ Begin Construction. Match I Mum Cook Park 6' V.C. Rai!(By City of Tigard). GRADE BREAK Sta. "N"6151.20— M Begin A.C.Pavement ul _. _ 4"P.C.Cone_(N.LC) Coast. -LSO% 20' V"C. \\ ��� �- --- .___— w (.4Match Finish Grade ..._...Subgrade to ._. - / Elev. 11i.5l. . N _ 12 1"" o 0 m 110 Subgrade�t. t- 110 or 2+00 3+00 4+00 5+00 6+00 7+00 8+00 'Note: - Protect Extg. 18720" Elee Shown Is The Future Re-use Line Top Of P C.Cone.Path(N.I.C.) "N Q" Line -- 18"Dia.corrugated drain pipe under path. Connected to G2-MA inlet 130 Go 130 w `i a' 'Profile Grade @ 50'V.C. _. ""NA"'Line 0 50' V.C.'. 6yg°I^ Sta. "NA""52+08.88 \'Bugs =Sta. "L"211-0869 Match Finish Grade 120 Elev.= 119.93 120 -- - - 17 DAVID EVANS ANDASSOCIATES am. a + 0 o TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY Reviewed By- _.. ._. Designed By-n.no Droned By-CDF,DADD 110.., : 110 SHEET PROFILE PROFILE NO. (COOK PARK CONN.) 50+00 51+00 52+00 53+00 5A e\O\000T00000483\0400CAD\EB\Tuo/t a1<e Ped n 8 ills\Roadway Deliverob/ \RHPPO5ADOT0483.dwg J tdf Jul 27,2007 9:02am 39V--43 e c. 13, T. 2 S, R. 1 W, W.M. REVISED AS CONSTRUCTED TUALATIN 7I0111111.111.-- - 7/07 CONTRACT C13220 0 Pipe 1 Sta. "L" 10+00.00, 1.79' Lt. Conn. to Extg. CWS 18" Force Main w/ Restrained Coupling Inst. 18" Force Main - 490.6 L.F. All Joints to Be TR-Flex or Approved Equal • 5 O • ®Pipe 2 2" Conduii--- .. Sta. "L" 10+00.00. 1.79' Rt. Pipe (---- Pine 1 - 18" Force._....._ . Conn. To Extg. CWS 18" Force Main 4" Conduit--- Main - 490.6 L.F. w/ Restrained Coupling Inst. 18" Force Main - 489.0 L.F. Portland And Western Railroad All joints to Be TR-Flex or Approved Equal • 0 �Pipe 1 Sta. "L" 14+82.88, 0.83' L1. N 02f0237_ .__ _ _i .. Seel Casing IV Length 8') ... _— -_ - -._ _ - lost P B Plans) Insulators • i (For Details See Bridge ons _ = ..__ NOB 0735" —_.-.. � � �Pipe 2 Pipe w/ Colp d e X Ca l Extg. San. Sew. Ease. E i I o Tualatin --. __ _._ ._... __- -- ^ ....ad.,„, / Sta. "L" 14+81.62, 1.36' Rt. Community - ; f J I'� -_-cam- __ - -_ Insf. 24" Steel Cosing ( Length 8'1 Pork - • -- - _ Ins!. Pipe w/ Calpico PX Casing Insulators C - (For Details See Bridge Plans) + Pipe 2 - ` n Nc.O + -I- ..1, i f' t._ `�i Pipe 1 6 O C 0 0 O (-' . Station "L" 3+50 - 10+00 5' Rt. o o y O „L" Line-- CO Pipe 2 0+ Station "L" 3ESO - 10+00 8.5' Pt, CL Pipe 2 - 18" Force O 0 O Main - 489.0 L.F. CURVE DATA TUALATIN RIVER CURVE ALIGNMENT RADIUS T+ LENGTH -��/ 1000' 6°04'58" 106.16' GENERAL NOTES: 1. Force Main and Conduit to Be Installed by Trenching Following Completion of Embankment Construction to Subgrade and Primary Settlement Is Complete. 2. All Force Main Joints to Be Restrained. W. DAVID EVANS o oASSOCIATES INC. TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY — Reviewed By-TARN Designed By-REA Dreaded By-CDF/JAIDR SHEET SANITARY FORCE MAIN ND. PLAN (SOUTH) FM P\O\ODOT00000483\0400CAD\EO\Tualatin Bike Ped As Buills\Road yD I veroble\rC PiMOD0T0483.dng 1 Id! Oct 31,2007 8,50am 39V 93 REVISED AS CONSTRUCTED sta. "L" 13+2s8o ra sr r 14�so 7/07 CONTRACT C13220 -BRIDGE NO. 20045 "L" Line Cover Varies,36"To 12 + (See DIG. No. 726231 130 130 no Sto. "L" ]000 to Slo '1" 13a 2980 Profile Grade @-- — 8 P. __ Cover Varies,36 Mm �S�lajlade __ Line Ground I me @ 4 -_-. __ - T, j / � U jam. „ ,, ,, __ _ 11'Sllubjrade r� ////���''' 120 na c N %/ V 120 y ,. Stone Embankment— o; v. ro \ 8 o U h ro ro vN U pro, 6 o i +v ,m .aI10 v \ vils m \ ,,c ob : m z d m M , P,O� o ," y � 'N —N NN N.. c ^ m a,O c aq C cn U 44 ro'C \ - 0rdinory High Woter V 18" D.1. Force Main \ 18 0.1. Force Main - 278.5 C.F., S-0% 18"D.J. Force Main - 200.1 L.F., S"4.74% 91.4 or., S 050% \ __ l�. Restrained Joints Restrained Joints Restrained Joints 14+00 15+00 16+00 0 DAVID EVANS AND ASSOCIATES roc. Note. TUALATIN RIVER BICYCLE AND Pipe 2 with 24"Casing Not Shown for Clarity. PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL ---- WASHINGTON COUNTY a oviowee or_—__-- Oeslonee By-REA Oro4 fed By-COG/JMOR SHEET SANITARY FORCE MAINS NO. PROFILE (SOUTH) FM-2 10+00 11+00 12+00 13+00 P\0\0D0100000483\0400C0D\EB\Tuol f Bke PedA B lls\Road y0eliveroble\ELPPf'M20D070483.dog 1 WI Jul 27,2007 9:03o,n 39V-43 S e c. 13, T. 2 S, R. 1 W, W.M. REVISED AS CONSTRUCTED TUALATIN AND DURHAM 7/07 CONTRACT C13220 TUALATIN .....-_ \\ r C7� x Q .. \ / k 2/ Pipe ] c. Pipe 1 - 18" Force - 18" Force Main - Maln -- 27.2 L.F. --- tiJ ze --"L" Lin Pipe Portland And Western Railroad R_ridce I II '78" Force Morn s I- A t -_- F -i 1}- 1, h 'L Co ®��n 1 "1 a 14,90 "( la 1 3+70 ( a. 7+90 U I , _ • _ __ _. 380.3 L.F. ( n; 4U42 ? Codut- O0+:,033 O1 CD _ W - To00 Pipe1 \ + Durham _:__.N 08 q/`5,F f�-.�-. 7---Pipe \__ 3f.-.°3 /3_- _I 3 3.3°3-_3 --- ):D-.. .-.. _ Cx/g. Son.._ Sew._Eosc. Pork ---- \ o r' t �= s N +- I o 16 50 - o - N.,o „L„ Line Pipe 2 l A- + N o ■ m o + Pipe 2 - 18" Force — l S1a HD/0 �� CA O O O 1. Main - 381.4 L.F. Reel -¢ Pipe 2 - 18" Force '® 4) o To Tualatin 10/ Main - 268.7 L.F. Community -_—_ ___. ___— 6 8 ©,`/ 12 14 (' _ .. Pork CURVE DATA _ CURVE. ALIGNMENT RADIUS Ti LENGTH NGTH CL Pipe 2 - 18" Force ---- CF Pipe 2 18" Force---- TUALATIN R//ER —[C� --'1 2 0 24°4227 107.82 Main - 13.6 L.F. FAN Main 2/.2 L.F. DURHAM ] 't 7 0' 77'06 5C 224.04' ,� O Pipe 2 18" Force ----- `�L Fk Main 21.5 L.F. 01 Pipe 1 06 Pipe 2 0 Pipe 2 s Pipe 2 0 See Std. 4 For Vault Sta. "L" 14+89.80, 0.83' L1, to Sto. "L" 18,70.84, 7.95' Rt. Sto. "L" 18+83.67, 3.44' RI. Sta. "L" 21+53.29, 4.74' Rt. And Conduit Info. GENERAL NOTES: Sta. 18,71.58, 0.16' Lt. Inst. 18" Force Main - 13.6 L.F. Inst. 18" Force Main - 268.7 L.F. Inst. 18" Force Moin - 27.2 L.F. 1. Force Main and Conduit to Be Installed by Inst. 18" Force Main - 380 L.F. All Joints to Be TR-Flex or Approved Equal All Joints to Be TR-Flex or Approved Equal A// Joints to Be TR-Flex or Approved Equal See Shf. RU For A/I Joints to Be TR-Flex or Approved Equal (,, Inst. TR-Flex 18" 1]% Bend 22 loot. TR-Flex 18" 22Yz° Bend Re-Use Pipe Info. Trenching Following Completion of Embankment (See Bridge Plans) EJ Pipe 1 Construction to SuC�grade and Primary Settlement O Pipe 2 Sto. "L" 18+78.00, 0.52' Rt. Pipe 1 iJ Pipe 1 Is Complete. // Sta. "L" 14+88.55, 1.36' Rt. to Inst. 24" Steel Casing Length 7.5'J Sto. "L" 18+86.95, 1.10' Rt. Sta. "L" 21+79.24, 11.13' Rt. Sta. 18+70.84, 7.95' Rt. Inst. Pipe w/ Colpico PXS Casing Insulators Inst. ROMAC 3" Sst. Topping Saddle Inst. 18" Force Main - 20.8 L.F. 2. All Force Main Pipe To Be Cl. 52 Ductile Iron. Inst. 18" Force Main - 381 L.F. (For Dc/c//n See Bridge Plans) (See shf. FM-5J All Joints to Be TR-Flex or 3. All Force Main Joints to Be Restrained. All Joints to Be TR-Flex or Approved Equal 17 Pie 2 Approved Equal (See Bridge P/coo) O8 Pipe 2 Sta. "L" 18+88.10, 3.22' RI. Inst. TR-Flex 18" 22Ms° Bend Sta. "L" 18,77.32, 2.60' Rt. o DAVID EVANS AND ASSOCIATES.c.O3 Prpe ] Inst. 24" Steel Casing (Ck Length 7.57 Inst. ROMAC 3" Sst. Topping Saddle 18 Pipe 2 '0 (See sht. FM-5) Sta. "L" 76+70, 0.81' Lt. Sto. "L" 21+78.55, 14.71' Rt. —"- --"_------_---_--- --- Inst. Pipe w/ Colpico PX Casing Insulators Inst. EBAA Flex-Tend, 18" Double Ball Inst. 18orce Main 1..5 L.F. TUALATIN RIVER BICYCLE AND p For DetailsO See Bridge Plans) 3 Inst. Air/Vac valve Fiberglass Enclosure F PEDESTRIAN BRIDGE Ex ansion Joint (M.J. x M.J. Restrained) " F - 2All Joints to Be TR-Flex (See Sht. FM-5 and Shf. 2BJ 99 O4 Pipe 2 14 Pipe i or Approved Equal Sto. "L" ]6+88, 1.36' Rt. Sto. "L" 18+83.75, 1.26' Lt. Inst. 3" Sst. Pipe to Air/Vac Valve Inst. TR-Flex 18" 22%2 Bend FANNO CREEK HN0100 Y REGIONAL TRAIL WASHINGTON COUNTY Inst. 18" Force Main - 270.0 L.F. (See ShI. FM-51 -- _"---- _- Inst. EBAA Flex-Tend, 18" Double Boll 0 Pipe 1 Reviewed By- Expansion Joint (M.J. x M.J. Restrained) All Joints to Be TR-Flex or Approved Equal p 15 1 Sta. "L" 22+00.00, 11.26' Rt. Oesignec Re-REA Inst. TR-Flex 18" 11%q BendPipeInst. Restrained Temporary 18" Plug oreiiea By-corr4uoR (9 Pipe 1 Sto. "L" 21+53.94, 1.14' Rt. _ Sto. "L" 18+71.58, 0.16' Lt. Inst. 18" Force Main - 27.2 L.F. 0 Pipe 2 SHEET Inst. 18" Force Moin - 12.9 L.F. All Joints to Be TR-Flex or Approved Equal Sta. "L" 22+00.00, 14.84' Rt. SANITARY FORCE MAINS NO. All Joints to Be TR-Flex or Approved Equal Inst. TR-Flex 18" 22V2 Bend Inst. Restrained Temporary 18" Plug PLAN IN 0 R T H) FM-3 P.\0\000100000483\04000AD\EB\Tuol 7 Bike Pedf B Its\Ron/ yD I enables\ECPPFM3000T0483.dog] Ldl Jul 27,2007 9:04om Pipe 1 - "I" Sta. 18.86_95 ,59 V""03 Pipe 2 '1." Sta. 18,81.10 /L// Lin e ROMAC 3 Stainless Steel Iapping REVISED AS CONSTRUCTED Saddle for s' stainless deer Pipe 7/07 CONTRACT C13220 BRIDGE NO. 20045 ---- Tap of Deck @�_---1 10 Air/VacM-Val5e --- -- -- ---- ---_ (See Drg. No. 72623) (SeeeSht. I M-hf. 5) Slo ! 18,10 I Slo "L" 19+87 Sta. L 79+87 Io Sta. "L 22,00 6 Deck Cover Vanes, 12 ±To 36" Cover Poses,36 To 62" 130 130 g peck f I " S A7 ode 1 11 I _ N , v i= ai Si "m, Profile Grade Q"2""Line O. 120 `'0 \ 120 ain me \ S4 oa \ + !I ^ m I ". w ._--._Stone Ernbonkment C .-...__ _- .. _. o 'T.s o ff? o o \ e , 11"SulxjrodeL�_ w rn 5, v' m rn vl a. ci . 4 rZ.5 6 a ...,, I Q Q o JJ a ''..1' v 2, j h4 maµ 170 \ a ,w Q w I 4 4 N 110 ^ I o o 8 o 0 N 1 + U + 1 + Ut I o o N N N p, '''-\ Ordinary High Water / �' N :' w N "^ '\ Elev.103.0 ' 8 N..?' N Cv N Ur ' N ti�r QS N yUrNyNo in NK u 0v N 2 a o2 m rbm Cr' mb^ m h Caw / 4 c�ti 4Uw ec�ti a Sti 4 10 100 IQ" D.1..Force Moin - 327.0 L.F..in S=D% 18"D.7. Force Moin - 233.0 !.F 5=6.36% r _ 100 Restraed Jornts / Restrained Joints yf /' 21+00 122+00 23+00 \ 18 DI. Force Main 18" D.I. Force Main / _ 18 DI. Force Main 20.0 L.-, 5250% 20.0 L.F., 52.50% 36.0 L. SO% Restrained Joints Restrained Joints Restrained Jornts Ie IV DAVID EVANS AND ASSOCIATES INC. ` 7TUALATINPEDESTRIANB RIVER BICYCLEBRIDGE AND "-- -/ - - -- --- - FAWNS CREEK GRF.ENYIAY REGIONAL TRAIL Note: WASHINGTON COUNTS Pipe 2 with 24"Casing Not Shown for Clarity, Reviewed He- YD -... 1,051gn0d Wy-REA Drafted By-CDF/JUDR ...._._.___- SHEET SANITARY FORCE MAINS NO. PROFILE (NORTH) FM-4 16+00 17+00 18+00 19+00 20+00 I Tuol t Bke Pod A Builts\RooU y D Iverobles\FCPPFM4 00 0 104 83.dog j Idr Jul 29,2007 9:09am �o�000r000004as�o400cno�Ea�_ 01'',mental Pedestrian Rail Gate - 2" Telemetry Conduit,- C 18" Force Main Pipe 9--- 39V 43 (Access T o PGE Vault and See Std. 2 Iiberg(ass enclosure) q'• ("lee. conduit,- C 18" Fora; Main Pipe 1— REVISED AS CONSTRUCTED see Org. No. 7264 see Std. 2 7/07 CONTRACT C13220 j / //� 253-TA Telemetry(Gulf j CCO PC!- � �� 70'.- "L"Line --3" Stainless Steel 90° Elbow f71 -_ -0rnomenlol (Typ. Both Pipes) Vault " 23" -- b, Pedestrian - �, -- --3"flex. Coupling (Typ.) - - - 1 /'i 1 I 'I -I Roiling/Gale --3"Stainless Steel 90° Elbow , - 3' Ssl. 90'Elbow(Typ.) r Rotated, (C El. 17_8.781 8/a" I �. •l - _ a01hQ 3" Ss). Pipe-- DUI j_.� / / - --Pipe 2 ornamenfa/ �� 0111, 7•q -.3"S/ornless .Steel Pipe / &=e -- l" e1o. 18+88J0. 3.22' Rt. Pedestrian !21 ]2" pp', �� ]]�z' JRoilingStainless _ _ —_A — 3' f/ex Coup/mg- 3" Stolnle s Steel u �' ___.--r i f A Steel Bose �A d f 4" w/ Restrained Joints 90° EllwwsRo(afe 9" i 3" Ss! Pipe II ad (Typ Both Pipcsl C _l. 1T_8.78) Retaining Wall "NW", I _;� e - d �'S Yy®®`• ®Y mp7401/170i0,11111111711111:____ ( FSee Drg No 77697 :cr 3^ 551- PU - --ROMAC 3" 87arnless 1}¢1 r ,r�"-1 1,f,-,, / _3/ C7 �� p- _ ® Steel Tapping Saddle .� )� >�y � Ch hed Rock _ iPedestrian - :� , Cr fished Rack; �rl 5(,��( • iRailing Post ® :1I .__.__3" Ssf. 90° Elbow (Typ.) (6' M n), y3 �f�)- (Typ.), see 6/e,� ( o Sh(. 2 /a'' ��/ �, �` E Org. No. 72639 i(1 "L" Line —Pipe 1 Retaining U > r L-�rV:Y�- -Stool 3" StainlessSaddle 9 ' ` ' Steel tapping Saddle L" Ste. 18+86.95, 1.10' Rt. Wall "NW" 6,• P 9 � 4' Elec. Min. (Typ. Both Pipes) ,___. _.___ -3" esf 90° Elbow (Typ� z Condor) Both Prpesl. OC El. 1E8.92 Telemetry Pie 2 /I, �� / Conduit 18' Force Main 18" TR-Flex 17/° Bend Pipe J-- -•,Z6`__ 18" /=once MO/P (C 127.531 N SECTION A-A AIR/VAC VALVE ENCLOSURE PLAN SCALE: v4" - r o" SCALE: 1" = 5' 1_2 z_`1 23" 23" 186 R�_ w14k! 6" Thick WAIMEQI IN I♦A®� Concrete Pod Nria-MM ---3"Sst. 90°Elbow DAVID EVANS nrvoASSOCIAT ES mc. • C El. 128.95 _ Ifrom Pipe 71 .._..____ _-__ -___ ...._..._..__._________.-.__ .____...____ ____ _ lipr .Revololog.' TUALATIN RIVER BICYCLE AND 3" Stainless Steel - Wall so°elbow El. 728.95 Beyond FANNO GPEDESTRRE NAN BRGIONAI DGE TRAIL (from Pipe 21 - . ' WASHINGTON COUNTY 2" Stainless Steel--- aovtewoa BY- 6"Min. Crushed Pipe, Connect To Odor Rock, See Sht. 2 oeso1oa BY-B., Control Canister, Provide 2" ororlm By-cmieuBB Brain Valve Al Connection - ---.. SHEET SECTION B-B SANITARY FORCE MAINS SCALE: 1/4" = 1-0" DETAILS FM-5 P 0 000T00000483 0400CAD FBTuol( 8Ne.Pod A l uil(s ROUT 1 D 1'verabl s\CCPPFM500010483 dhvg j (d/ Oc130,2007 2:14pm 39V-113 "L"Line "L" Line Sta. 10+00 To 21s80 Sic. 21*80 To Sta. 22+00 NOT REVISED AS CONSTRUCTED (Looking North) (Looking North) 7/07 CONTRACT C13220 Surfacing I See Shl. 2 - I Surfacing See Shf 2 � OC)rJ> ( ,o )i G'CL --- - c _o Q ' 1 Crushed Rock \ 95% Compaction 2 c%0 Crushed Rock )�"�.� <J� k' L o 95%Compaction L`Y (%�o `-',9- Pipe ] Pipe 2 Pipe 1 Pipe 2 18" Force Main 18" Force MoinP4'( 18" Force Main 18" Force Moino. OoOC)Ji0 �Y<� d ,* C C) C ,?0'0i; <.i�, .r Ofn Z,) i6 )C)cii_'OCl L)> a: cal k C ,C)s' °o a %D 00 a a O 00. o° 0% , 7 6 Min.! CI e o9,°� o0 6" Min. 6,�O (5V%b 0S'P o )'`lOg� (E >� m o, o e. 43" !26"+1 43" See Notes *"L" Sta. 14+50 To Sta. 14+90 Transition to 26" +"L" Sta. 18*70 To Sta. 19+16 47_" Sta. 19+16 To Sta. 19+56 Transition to 43" Note: 1. Force Mains CL Pipe 1 To Pipe 2 Transition From 43" Apart 2. Typical Section (Pipe Assembly Details)on the Bridge ("L"Sta. 14+90 To Sta. 18+701, See Bridge Plans. 3. 95%Compaction For Pipe Bedding and Pipe Zone 4. Elec. Conduit (4" Sched. 80 PVC) And Telemetry Conduit (2" Sched. 80 PVC) May Be Buried In A Joint Trench With Force Mains. See Sht. 2 TYPICAL FORCE MAIN TRENCH SCALE: N.T.S. DAVID EVANS AND ASSOCIATES INC. TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY ---- Reviewed By- esignod By-PEA Dratted 9y-CDE/JMDR SHEET SANITARY FORCE MAINS "D' DETAILS FM-6 P:\0\000T00000483\0400CAD\L9\Tuol 1 Inke Ped As 8uJ(s\Road oyD Iverobles\ECPPFM60D0T0483.dwq 1 lull Jul 27,2007 9,Worn 39V-43 Sec. 13, T. 2 S, R. 1 W, W.M. REVISED AS CONSTRUCTED I DURHAM 7/07 CONTRACT C13220 I I Ng1e: Siotigging For "RU" Line � \ -- 0 Extent Of Vertical Relocation Of Reuse Line. • • DrawiBasedngs On U.S.A. As Built // \� \ See profile. SM. RU-2. I 10) DrOwings Dated 6-2_0-96 / � (:Inst. O ---- / --Li \ -s � Double Strop Service Saddle For 2" Threaded - ,i O // Limits \„ lop. (For Detail See Shi, GN-91 I + S .I — / -"RU" Line \ �" ( Install 4uicK Coupling Valve ,:I 11. \V (Exig. 18"/?0" (p —V (For Detail See Shi GN-81 ; = \ Recycled Wastewater\ Pipe Linel � `\•• - \ • ; \ C In.st. APprox. 300' 2" brig. Mainline. 1- `� ' \ . (For Detail See SM. GN-8) C) \ // \ \ Insf. Resilient Seal Cole Valve In Locking Valve Box. I ' > V ✓ N (For Detail See Sht. CN-8) \ OWF Roil R/W + ` C Inst. 6" Scher'. 40 PVC brig. Sleeve. \ I \ j I \ \,2.,1,, .. (For Delods, See Shi. GN-7) �\ I \ , (ID Cop Mainline Piping For Use By Irrigation Contractor 99 99 34' 28' 28 \\ , 28' 30' 30' 30' 28' / 28 28' 28 13II0'8 1413 1A O8 14�14' (See Shts. GN-6, GN-I.Prig. 8 8, GN-9) myy+ 12 Design And Construct 1 System. I I. I1 _ (�-ICI';_ r� I 13 Locate And Connect To Ext. Irri. System. • i I k. �� I 'I+x� I ', 9 9 Y ��� �g�f � 1 I� -—�--tilt �`�r ��� •' '� 1;54?.�rFra.JSNI 14 Cop Connection ro Irngotion "- - --"N" Line Track c Pipe (Being Abandoned Or \ 7 Replaced \ \ . — I. —\— — — — — — \ AA AAA•• VAv 2 Conduit_ I - 4" Conduit \ \ \\ \ 0 I � ®1�A u. .. 'E" Line Pipe 1 Re Zo 14 IS) 1.� . `,.•--•an S 18" Force Moin �4 ••.r- Son. Sew. Eose. main �Y �...88'-'-' L- rll DAVID EVANS AND ASSOCIATES MC. O Limits N ` p N TUALATIN RIVER BICYCLE AND O kO PEDESTRIAN BRIDGE ______I 0 OFANNO CREEK GREENWAY REGIONALTRA IL C� WASHINGTON COUNTY To Tualatin ' no�awoa nr- Community '\" � > � � ` O '. Oos19no4 BY PEA Park O z 0 _ m9tl9a or cori�uoP- SINEOET RE-USE PIPE PLAN RU P:\0\000T00000483\0400CAD\Eo\Tuolo/n 13,ke Ped A Uullls\Roadway ooli bl s\rCPPRUODor0483.dwg l Id( Jut 2/,2001 9:loom 39V--43 NOT REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 GENERAL NOTES: The Implementation Of These Erosion Control Plans And The Construction, Maintenance, Replacement And Upgrading Of These Facilities Are The Responsibility Of The Contractor Until All Construction Is Completed And Approved. The Erosion Control Facilities Shown On This Plan Are Anticipated For Site Conditions. During The Construction Period, These Facilities Shall Be Upgraded For Unexpected Storm Events And To Insure Thal Sediment And Sediment-Laden Water Does Not Leave The Site. Develop A Revised Plan Of The Erosion Control Facilities Shown In Accordance Willi The Requirements Of Sec. 00280. Oregon Standard Specifications For Construction. This Plan Must Be Constructed In Conjunction With All Clearing And Grading Activities. Construct In Such A Manner As To Insure That Sediment And Sediment-Loden Wafer Does Not Enter The Drainage System, Roadway, Waterways, Or Violate Applicable Water Standards. Construct Controls In Segments Applicable To Each Staging Phase. Stabilized Construction Entrances Shall Be Installed At The Beginning Of Construction And Maintained For The Duration Of The Project. Additional Measures May Be Required To Insure That All Paved Areas Are Kept Clean For The Duration Of The Project. Protect All Inlets During Surface Grinding, Paving, And Earthwork Operations To Prevent Pollutants From Entering Storm Water. All Disturbed Areas Not Receiving Paving Shall Be Seeded In Accordance With Specification Section 01030 And Planting Plans. STANDARD DRAWINGS ■ RD1000 Construction Entrance ❑ RD1005 Check Dom ■ R01010 Inlet Protection Type 1,2,3 o . DAVID EVANS nxoASSOCIATES ode. ■ RD1015 Inlet Protection Type 4 ❑ R01020 Inlet Protection Type 5 ❑ RD1025 Sediment Barrier Type 1 TUALATIN RIVER BICYCLE AND El R01030 Sediment Barrier Type 2,4 PEDESTRIAN BRIDGE ■ RD1035 Sediment Barrier Type 3 • RD1040 Sediment Fence Supported/Unsupported FANNO CREEK GREENWAY REGIONAL TRAIL CIRD1045 Temporary Slope Drain wASNINGTen COUNTY ❑ RD1050 Temporary Scour Basin Reviewed Re- ■ RD1055 Matting Dosicnon so-roe ❑ RD1060 Tire Wash Type 1 ororrool oy-ore sneer NO. EROSION CONTROL DETAILS GA P\0\000T00000483\0400fAD\f5\Tuale e Bike Ped A D ihs\RoodwoyDeliveratee\EC_GA_-ODOT0483 dog, tell Jul 27,2007 9:11am S e c. 13, T. 2 S. R. 1 W, W.M. 39V 3 TUALATIN I , NOT REVISED AS CONSTRUCTED / 7/07 CONTRACT C13220 CI)Contractor To Install Construction Entrance As Directed By Engineer J( C5� CWS Buffer Line---- ( foe Std. Dig. No. RD10001 (2)Install Sediment Fence, Supported (See Sid. Dry. No. 1301040) Exly. Edge Of - (3)Install Sediment Barrier, Type 3 (See Std. Dry. No. RD10351 Gravel Pathway � (q�Instal! P ermaneni Seeding. Mix No. I Por• tlaod And _-% E. (See PIlonf Schedule, Sheet GN-21 -V eslel n Rmlrood Lxig DDDI __ _, _, _ = Iail:R/W _ C)Install Temporary Mulch 7o All hed — �� Pe mooent Seeding if/y October 1st. �• C," ��� _ CO osioll Molting, Type D To Permonen} F �.. _. _ -'I ___4 t i +' C�i 1 S s�{} r? - I St t- , i ktg. S n. Sew, tr73'e--k---•` _ /j (SeBindge(d. Dry. No. RD105!�l IJ ' I x'�-y ffe▪ -1A.--I}i}{}{syt- •� /l i / Insloll Inlet Protection, 7 e 4 -.--\ O �� 1{iS {} '?% {}• }, {i{7s}ia ri y{} L /1. a ..6 - j �7�(See Sfd. Dry. No. RD7015� Io Tualatin .,� _ A4-.-?iOt}{?6.: -F• 4? 2., i} 1} 3 }{F, aa.' "��(f Community + f N W 'Cl) ray 5-S_ Ci 7 fU{}�� - _ Cork O ,��- + + ▪ "� - p O O �rsr ri,Xs'.tr t .y,,. r �" „) t '� O O Flood Plain _% 0 _- 1 ._Temporary U (2) ED ED (9 C7 0 OD (6) Work Bridge f.Tuolaiin River �/ -011W _: / o —-- Legend —xx— Sediment Fence, Supported Sediment Barrier, Type 3 Temporary Mulch 0 V DAVID EVANS oNoASSOCIATES INC. L-, .I Permanent Seeding, Mix No. 1 TUALATIN RIVER BICYCLE AND = Matting PEDESTRIAN BRIDGE EK.1] Inlet Protection, Type 4 FANNO CRLWASHINGTOVN AY COUNTYREO TRAIL Fill Line Reviowoe Re- Designee By-swy Drat tea By-BRu SKEi NO. EROSION CONTROL PLAN GA-2 P,\0\000T00000483\0400CA0\88\Tualatin/hke Ped As-BE48s\koodwoyO li.,able\CC 8A2_00070483.dwgj id( dui 27,2007 9:12om 39V--13 S e c. 13, T. 2 S, R. 1 W, W.M. / -see sneer ca-43 NOT REVISED AS CONSTRUCTED TUALATIN AND DURHAM i For Work Jn This Are, i 7/07\CONTRACT C13220 i � run �tall \ � � / /. ms �� ill /I/I / -'-' rug i AL IN ( % �� ( I y, I ) I ii;`11 y <, � -- Flood �� ��� �, c. A �\ ���/j ��1 ( �� CWS Buffer , illi A Plain `-- - ' _ � / / I Flood Line l l� - eb fW -__.1 ✓ ��(r / r fI�I \ Picini \ l ?.rs i[;l' t/f �.,: / l I 2/ \S lililli PortlandAnd tVesien } } (}I ✓ \ Rorlro,d AdJey � Lf-i- // // ` r isli ®ra.. I +I Ir�D 8 '}`..,{.,,.,:h Y( I1 i..�S?{flF111 I: row i. I ��..—..��_ 7, 4, ,,y,. , „- / Rat R-,/ I 7,::14 y 4 5 ..:s,. 00p,4} > r" } tt4�'*C? {->.1=- - - i? 'CS.'} A ..,�+Y� a. / t // $} { i} i.- \ �^ C-YuLC}it fit iy>{3 7 <.} } S-7. �.t { it {}'.Lr > } 1 / �'�: ,. / Q_ —,: I�I l J I/Ill/�/�".r �. � 14} ' � }(?�sr { t� i3 Q > t} t} t} r c? e•, tE„j� } � U � /� c i n 1 II ���� �� -,q ar. i }�t} a, Wit}" ;'rim>`}} { i}i' t I Extg. I - .,/,-i"5:=2, --, /7 / ,..2 // , �, l� a :K, c n to c} - � .,� / jr-jr\_, /yam } L}i { ` t {a ra'{ >..�`_> - _ %c�/ -= �;/ �''l_� � " , /� t��<•f �i��'�}}Ltiisrr aft}t}{ t ,;{ }t ?k: �<:st>;.1�.�, t ..t. I--- . - -4...L../5- �_- --- _�-- +G� ti ,W,}{s t}k.(S<' 7{4.4*,';g{.?i,ti }"t },ot3, L r}{ };ti} 1' -_.. _ ...___Durham Fill 1r, _ 11/! _tom�� q - /L —_ *- s - yam �'_ To Tualatin t I -1Il r d/ �^: d °�1�..a� ��� }QL} O�', i .. /-� _-N� NJ Community Pork --- - IP% -- /-- O`e �j\ O ti 00 O O I `\/-TiloloiinBlv'r - .....-_..CWS Buffer O \� Line ---Temporary Work Bridge 1 DURHAM _�. �Onne C e; ® <4 3� C C C5 Legend OContractor To Install Construction `J Install Morning, Type D Co Permanent —x "— Sediment Fence, Supported Entrance As Directed By Engineer `�Bridge(s) Abutment Slopes. (See Std. Drg. No. RD1000) (See Std. Drg. No. RD1055) Sediment Barrier, Type 3 l'T DAVID EVANS AND ASSOC IATES me. * 7 r Temporary Mulch 0 Install Sediment Fence, Supported CD Install Permanent Seeding, Mix No. 2 TUALATIN RIVER BICYCLE AND (See Std. Drg. No. R010901 (see Plant Schedule, Std. ON-SI I Permanent Seeding, Mix No. 1 (3)Install Sediment Barrier, Typo 3 PEDESTRIAN BRIDGE (See Std. Drg. No. RD10351 `�� Matting FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY Cq install Permanent Seeding, Mix No. 1 Permanent Seeding, Mix No. 2 ao��,.an Ye- (See Plant Schedule, Sheet GN-21 Designed NDig o-swo C5�Install Temporary Mulch To All ———— Cut Line Drot�ea No' Disturbed Areas Without Established Fill Line sNpsT Permanent Seeding By October 1st. EROSION CONTROL PLAN GA-3 P\0\000100000483\0400CA0\113\Toot t Bike Pod As.p Its\Road y0 tiveroble\(C-.GA3_00070483rev-/Jdwg fdf Jul 27,2007 9:12am S e c. 13, T,-__2,S,-Ei. 1 W•M 39V-93 ��1DU HAM// ��� I ! V �I To DurhokilOT REVISED AS CONSTRUCTED \ r' �'+� I 1/ I 1 City„Pork 7/07 CONTRACT C1322O Install Permanent Seeding. Mix No. 2 / / / I - I Install Sediment f ence. Supported - {Sae Plant Schedule. Sheet tN-2) / / I I i 22+00 hoe Std. Drg. No. RD1040) / 7' See S14. RdV r. - I /' I / 1 I CZ� Install Permanent Seeding. Mix No. 1 C)Construct Fish Passage Channel Pipe p / r t 1.,I ! I _ (See Plant Sobedule. Sheet „IV-2) Protection (See Detail, Sht CA-4B / / I ,p r�cr 1/i \1 / �i r ti l IA If I C3� Install Temporary Mulch To All / , 1 Disturbed Areas Without Established I t, II Permanent Seeding By Oclone, 1st. // / i if t m II C / / L,11 / CWS Buffer Linee / 3 I , cd�' r 1 I x Tigard Cook Pork Poth / 1 ��r 21 p0 (Tualatin River 7roiU / 4 a �-�1X I r A By Others. Shown For \ / / i 11` I ( �- Information Only. /^a 6� r: T -� ,I j. 1 )I 1 A A 1 N_ To Cook-Pork >r >r j g I I ` U vUf>B 1 1. Oo ' L ':' ��s,e sneer GAs x -� - l 1�,n$ rh .Y T s e �,.r Wo/K In t 00 // _ — Match f xtq rT' i 2 rrQs`. fir >r I i i{ I I_-I I\ I 1,i Jirea 0� Prnm Y f v`tyl r^ 1 t sr ^� t 1 I + i . \� / \ \ \ J f L J ,S I,1})?�14 ^t .f t II\-t)ify 9 �/ P \ \ , � , :a r°' Nf^, .,,1 r r a`L r dJ, r. st"t 'R g � '�- / tom ^ 'Ls" 4 > 1 nvu l.. 1 @� I _ �� L+„,,, ikh; rt,l� b his f I .[ �© _ i:"---':,,,,,,,z:/ "` , ,� Yf 1 1 VLL r �. .� -I r I`1'�L +_0al� - i .i ���'Is� _ if ;? J fR_Y tYt( n ) 4 •`£ i I.*CIO /. e `" r Tl h'lf£Z V (RJ> r l t "�,1 YI6�/ a .7,r r ,�}>rb u 1 , la C f Oi11N I>u'+'�J B 't{`.tsI,,r^gl t:I,rrs+ r' II_. p��� \\11\\\ : <� s.,Ss xn t o i."li/Ij a o I _\,,'.- 11`111Vm1`_ • .4As�lRelo%aced Re use �� � ,�� Flood Plain — / - .. ark• Lrne�/ -t�c i — t�jl'� __.._Tem�orory W/ -_ Estimated CWS Buffer Line — }''tl y¢S - � t,. �� /�' 6rid e t ! t''' Estimated OhM' - .....- / - �__ _� � � <1 cif (101/ ,Z / 3 t 4 \/ - -.-?r l�� I Mil Milli I IWP'Al•� 1 To T alotin (iiitaNA<qr ,izla I �If corn,unify Pork TO I �y Legend — Sediment Fence, Supported cO DAVID EVANS 0N0ASSOCIATES INC. %.t. Temporory Mulch --__ TUALATIN RIVER BICYCLE AND L 1 Permanent Seeding, Mix No. 1 PEDESTRIAN BRIDGE Fish Channel Fraction FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY (Matting & Brush Mattress) ---- _.. Revlewe0 By- DesINnee By-Swe Permanent Seeding, Mix No. 2 Droned By-eau --- SHEET Fill Line NO. EROSION CONTROL PLAN ---- Cuf Line GA_4 P:\0\000i00000483\0400CAD\EO\Iuolotin Oike Ped As-Suilts\Roorleoy Deliverables\TC_..CA4_0001048,3rev-lldwg (d! Jul 27,2007 9:13am 39V---43 NOT REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 CLASS "B" CLASS "A" 25'_1. MOUND EXCESS NATIVE MATERIAL. -(-SURFACE RESTORA RON /j AS SPECIFIED OVER TRENCH TO ALLOW B-I —TrenchPerimeter FDR SETTLEMENT - Install Tee �i'�1�\� \1.iTs. i>c ) ( F'5(>c� cs Screw Cop rV\. �A1.111i t V �c )< )c )<�)< Y , - 'er:41 .-- ,ram•; i. , `�'. / c c>' -yY, < �Y l<. A �J•:S_ t:•� 12"NATIVE TOP SOIL NX4C c�t XIY mac.t .. ••••,' • � IF TOP SOIL EXISTED ".• 95%COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. • WITHIN 48"OF • SURFACE . B-} UNDISTURBED UNDISTURBED EARTH •.-COMPACTEDNATIVE EARTH? PLAN 3/4"- 0 CRUSHED MATERIAL 1 ROCK •.; —El. 119.64 .•.-::::: xtg. Ground _.„.__...4_:___..__.„.__...4_:___.._• • �tif.; J.D. 179.6xr .1.•51•7.ir• overlap n. Fxtq.Ground t' Sa Type 1 Drainage Geot extile p rimI i�q .i 7: :=•: • o • �. � �����, ti r C, IZ PerC Pipe 3/4--0 CRUSHED .-yti• •,•• • , � �� �s L>< —-5 To 1"Clean Stone ROCK .. 1/2 PIPE D.D. )<��',_ IMIN T - Type 1 Drainage Geotextile PIPE ZONE •�.• - j PLUS 6" - 1 ) () • - . LL (�� ,✓i Undisturbed Uncom acted Subsr .. ,S/.- inrini 1 �.�./ P �;. i,lr"r ur 7T ni-tjf p08°C,VP ° e !,VIQt3 T 3 To 1 Clean Stone 3/4"-0 ':( 0o.n-S$x,oo u �Undlsturbed Subsoil PIPE p SECTION A-A SECTION B-B BEDDING �?•� � $O p n o°gyp ,,oO p �\1/� ,. '.:TO'0 O00 o e o•tl',• 8 Y _i i ez.W,•i,..S..4,.�,.i•.•mn4 °� DISPERSION TRENCH DETAILS ' "• ,• Note:1/2 TRENCH STABILIZATION: PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 8" IF REQUIRED,TRENCH STABILIZATION SHALL BE SPECIFIED SEPERATELY AND PLACED PRIOR TO PLACEMENT All Items Shown in Detail Are Incidental to Bid Item "Dispersion Trench" 1/2 PIPE O.D. PLUS 6"MIN. FOR PIPE 8" AND LARGER OF BEDDING METERIAL. IIIID DAVID EVANS uooASSOCIATES INC. TRENCH BACKFILL TUALATIN RIVER BICYCLE AND ' PEDESTRIAN BRIDGE DETAILS CleanWate� Services FANNO CREEK GREENRAY REGIONAL TRAIL DRAWING N0. 280 REVISED 02-03 Our commitment is clear. WASHINGTON COUNTY Reviewed By- ... Des19ne0 By-REA Draftee By-TASC SHEET NO. TRENCH DETAILS GJ • I'-\0\ODOi0000048J\0400CA0\ES\Tuoloti Bike I ed A 0 ns\Roodway0 I ambles\RHOTOGJ000T0483.dwg J tdl Jul 27,2007 9:14om 39V—/13 Note: Conifers With 24" Or Larger Root Boll REVISED AS CONSTRUCTED -r- Need Noa Be Slaked 7/07 CONTRACT C13220 r �: e., P- ft` E� 6" Point Blaze--- II -----Guy With 1/2" l.d. -! 1 �( f 7 Reinforced Rubber � t Rose „ � ,i - --Wood Slakes (2) iii v0440100,} (�r l0ll ---'Roof Crown At Top Protector Rryrd SeeLing__.__.. - -Ocsiynoled Tree Or Shrub `- 14 f O7 Mound 6" Above e 2 - 3/e Bamboo Slake ,I ,I 6" Point Blaze U i - „z '�1.mr id�'(t! R,}, Surrounding Grade2 - 1" X1" ,r t�! 11'' -�0'� !��!„ 'o, -•-Mulch 2" Min. Pont Set Wood Slake-'- -Galvanized 14 Ga. 2" X 9" Wwm Weed Control ! !(�'���� So Crown Enclosure: 4' Nigh (min.l ra 6W Geofextile --- -- - ' Matches - Mulch 2" Min. Min. From Bose Of Tree. Bury Rosin On Up-slope 4" Min. Below Finish Grade Surrounding Side Of Plant Weed Control- --6 Berm Grode +___ - wJv,,. Wnm 78 Geolexf le Finish Grade ] o Max.---- Berm Built ,y Weed Control Geofextile --Remove lop 1/2 Bur/op On Low Side - Existing 6„ Min. _ --- Planting Soil Mix. Weed Control 'v 'e" Subgrodc $ r-— Mix Thoroughly 90% Native Geotextile \\\\4 „P`4.-- Finish Grade = 1111 1,3 6" Min. _I11 III 11 - Soil And 10% Soil Blend Into \ ��ti III-.- Conditioner Existing �I;-� _-_6 - JI( Existing su rode Slope.-_� u' Min. 61W LIIIIn IJI g b9 @ _ - Mulch - 2" Min NOTE, Plants To Be Watered By In Ground Automatic Irrigation System To Be - 11-- Planting Soil Mix Designed and Built By Contractor. See RU Sere„ Sheets For Irrigation ( 1 1 - (See Below) BROWSE PROTECTION Guidelines 111- I III III I --- (2) Fertilizer Tablets (Not To Scale) CONIFER PLANTING DETAIL 11.1IIIIIIIII=-I _ _12' Mir, (Not To Scale) - - Existing Suhgrade SLOPE PLANTING 6" Point Blaze---- --------........-- Trees To Be Guyed ___------- 6" Paint Blaze Crown To Match In Each Direction \ Finish Grade r ------ Mulch 2" Min. / __ (2) Fertilizer _�-� Tablets ° . ' _ -,J_-- -- •-----Wood Slakes (2) v _ \ ..,�``S"' 4" Berm { --------Root Crown Al Height Weed Control �� --G_ Geotextile r-Finish Grade Of Surrounding Grade -� `// Mulch 2" Min. - Weed Control Geofextile :: �_ P/ontin Soi/ Mix: 6" Berm g -Finish Grode -;- --- - - Mix Thoroughly 90% �\ =III=H I=III Naive sail And lo% 1 I_mir• _Ail .- --"'--' -1 1= Soil Conditioner ---(3) Fertilizer Tablets i_II__, 2 Times _-- - ---Planting Soil Mix: Existing Subgrdde ____ _ 1-r.11l_ Container Dia 6„ -1 - .__II- 1"= Nix Te Soil ly 9 STANDARD PLANTING m Min. '�I i- Native Soil And 10% _-_ __I 1— Soil Conditioner Note: --Existing Subgrode t. All Container Stock Shall Receive 30" Browse Protection Tube, DAVID EVANS..No AS SOC I AT ES INC. NOTE: Brown Or Green In Color. _,. Plants To Be Watered By In Ground Automatic Irrigation System To Be 2. Plants To Be Watered By In Ground Automatic Irrigation System To Be TUALATIN RIVER BICYCLE AND Designed and Built By Contractor. See RU Series Sheets For Irrigation Designed and Built By Contractor. See RU Series Sheets For Irrigation PEDESTRIAN BRIDGE Guidelines Guidelines beNNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY DECIDUOUS TREE PLANTING DETAIL 1 GAL, AND 3 GAL. CONTAINER Reviewed 9y- (Not To Scale) (Not To Scale) oes,ened Re-swe Orof Ted Sy-mu SHEET NO. PLANTING DETAILS GN P-\0\000T00000483\0400CAD\rO\Tool(in Bike PedA Q lls\Rood y0lveroble\IA GN ODOT0483dng j tilt Jul 27,2007 9:15om 39V-/13 REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 Pl ANT SCHEDULE. PL.ANT SCHEDULE — FOR BUFFER ENHANCEMENT MITIGATION ISOU711 OF TUAL AT IN RIVER) /rEE BOTANICAL NAME / COMMON NAME QUANI ITY S1/I CONDITION SPACING COMMUNITY TYPE BOTANICAL NAME / COMMON NAME QUANTITY SIZE CONDITION SPACING COMMUNITY ---.._ ____ TREES TREFES Acer mocrophyllum / Bigleof Maple 43 2 Go/ Container 70' OC A Acer mocrophyllum / Bigleaf Maple 53 2 Gal Container 10' OC A A lnus ruble / Red Alder 32 7 Gol Container 10' OC B Alnus rubra / Red Alder 25 1 Gol Container 10' OC B Crolaegus douglosii / Douglas Hawthorne 29 7 Go/ Container 10' OC A Cralaepus douglasii / Douglas Hawthorne 53 1 Gal Container 10' OC A lcroxinus lot if olio / Oregon Ash 48 2 Gil Con loiner 10' OC B Froxiruts lofifolio / Oregon Ash 25 2 Gol Container 10' OC B Pseudotsugo menziesii / Douglas Fir 144 2 Gal Container 10' OC A Pseudoisugo menziesii / Douglas Fir 53 2 Gol Container 10' OC A Quercus garryano / Oregon White oak 72 2 Gal Container 10' OC A Quercus garryono / Oregon White Ook 53 2 Gal Container 10' OC A Solix losiondra / Pacific Willow 139 1 Gal Container 10' OC C Soli /asiandra / Pacific Willow 77 1 Gol Container 10' OC C Thujo plicate / Western Red Cedar 81 2 Gol Container 10' OC B Thuja plicate / Western Red Cedor 25 2 Gol Container 10' OC B SHRUBS SHRUBS Corpus siriceo / Red Osier Dogwood 697 1 Gal Container 4' OC C Corpus siriceo / Red Osier Dogwood 385 1 Gal Container 4' OC C Ionicero involucroli / Twinborry 863 1 Gol Container 4' OC A Lonicera involucrolo / Twinberry 531 1 Gal Container 4' OC A Physocorpus copilot us / Pacific Ninebork 761 1 Gal Container 4' OC B Physocorpus copitolus / Pacific Ninebork 127 1 Gal Container 4' OC B Rosa nutkano / Noofka Rose 403 1 Gal Container 4' OC B Rosa nutkano / Noofko Rose 127 1 Gal Container 4' OC B Sambucus racemosa / Red Elderberry 242 1 Gol Container 4' QC B Sombucus racemoso / Red Elderberry 127 1 Gal Container 4' OC B Symphoricorpos alba / Snowberry 575 7 Go/ Container 4' 0C A Symphoricorpos olbo / Snowberry 531 1 Gal Container 4' OC A SEEDMIX 0) ** PIS PER ACRE APPLICATION RATE EA SEED MIX 'r#1 ** PLS PER ACRE APPLICATION RATE 7.01 AC Bromus carinolus / California Brome 10 Lbs 34 Lbs/AC A 0.48 AC Bromus corinatus / Californii Promo 10 Lbs 34 L-Us/AC A E lymus gloucus / Blue Wildrye 10 Lbs Elymus gloucus / Blue Wildrye 10 L.bs Festuco occidentolis / Western Fescue 14 L.bs Festuco occidental's / Western Fescue 14 Lbs SEED MIS *. P1.S PER ACRE. APPLICATION RATE 1 A SEED MIX_2L? ** PLS PER ACRE APPLICATION RATE 0.44 AC Deschompsio coespitoso / Tufted Hairgross 6 Lbs 28 Lbs/AC B.0 0.35 AC Deschomps/a coespitoso / Tufted Hoirgrass 6 Lbs 28 Lbs/AC B.0 Fesluca rubra / Red Fescue 12 Lbs Festuco rubro / Red Fescue 12 Lbs Glycerin eloto / Toll Mannogross 10 Lbs Glycerin elate / Toll Mannagross 10 Lbs **PURE IIVE SEED **PURE LIVE SEED . DAVID EVANS oNoASSOCIATES mg. TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL WASHINGTON COUNTY Reviewed By- Designed By-gwg Drafted By-egg SHEET NO. PLANTING DETAILS GN-2 P.\0\000T00000483\0400CAD\f13\Tuol t Bike Pod A R ris\RoodIvoy Deliveroblr \LA GN2--00 010 4 83.dwg, WI Jul 27,2007 9:199rn S e c 11 T. Z S, (1. 1 VV, VV_V- 39V--43 unln11 1 REVISED AS CONSTRUCTED jI 7/07 I CONTRACT C13220, I `1 II CW5 Buffer 1.ine - I I )1 Poi lland And .�-�� I iff Nc 'r,1n {,'adrnadr�hc6 XY .s .. I \ �, � r� .,-----/,,---"'re',•q::',-;.U:s-...<'(11,____2"1-:__________7._ To Tuolairn 1 l= t "'',e �] A1'S ._� 17 - t �: `,� - -} . /�`o Community, �.� > > -�- r / �-� i ^�/ U y Fork _ �f ` - >� N °F-t �_ _ d o 1---) o� ..� 1� 111 Flood Plain — (� C O > � C River ,r + - __-- \ N a -Tualatin �J `�� -Temporary /J�/` \ `�' _— Work Bridge / i —OHW ---\ ® moo;%' - -' ---Buffer Enhancement Mitigation Area - n-=u`f, Approx. 36,100 SF pP i C' Remove Non-Native And Invasive Species, 0.27 Acres This Sheet. Legend ED Install Plant Community A, 0.09 Acres This Sheet. _wVV vr. (See Plant Schedule, Sht. GN-2, And Planting Details, Sht. GN.1 _ o,Y,- Plant Community A DAVID EVANS ANoASSOCIATES IN, OInstall Plant Community B, 0.10 Acres This Sheet. , _ A Plant Community B (See Plant Schedule, Sht. GN-2, And Planting Details, Sht. GM.) TUALATIN RIVER BICYCLE AND EDInstall Plant Community C. 0.11 Acres This Sheet. Plant Community C PEDESTRIAN BRIDGE (See Plant Schedule, Sht. GN-2, And Planting Details, S/A. GN.) FANNO CREEK GREENWAY REGIONAL TRAIL. Seed Mix Na. 1 WASHINGTON COUNTY Install Seed Mix No. 1 To All Areas Seeded For Erosion Control `- CS� Re,ewoct By That Have Not Been Accepted. Des.gne0 (See Plant Schedule, Sht. GN-21 L _. Buffer Enhancement Mitigation Drat Rn oa or coo nou CORemove Non-Native And Invasive Plants Slifer And Plant Buffer Enhancement Mitigation Area REVEGETATION PLAN NO. (SOUTH) G N-3 P\o\000 r0o0o0403\010ocnn\rn\mart,Price Ped n 0 nts\lrooe yo r come\IA GPIS 00070183 dm] Id! Oct 30,200/ 1:'Spin Sec 1S, T. 2 S: R_ 1 W, W.M. 39V-13 REVISED AS CONSTRUCTED �3� UA ATIN AND pill 1AM 7/07 CONTRACT C13220 1 LC4 �� x sn\tGNs S I1 �/1 I I/O ) r Work T y eo v� - I 0) O O / O O h Ar I / (O CWS Buffet Line — i ��, I � '� � �10-*/ Tn �� �p X..; 17 - C' �� i Elockl- \ I _._ l i / // /I I'I •I lII I I �� / \\ I l` X \ / Plain �( (' °��y7 ri'Ah I O oa � , / 44 , \ . I OHW ! � ` li I I � /il'��TI c \ l \\ ,I ` , / j — — — — �p 2� e l �a ��E. 1ls 9 •1{ ��® i '�o�a Lmagiis— F (/- \ '4:00.#401$4,,,,,„ , ,. 1 )/�"�. iei a4'1 �� r `01ra i y 8° adIWA .o t , .��r•ldt� " I JYu�I�,. Oq„ a - ■ II "._ (xtg. Fr,' ..,.,.. �>u u.. t: t 'Roll R/WI /' T+•P4 ¢edgit;a,, `° l°a kMEW• °� 1 °a A a,� l �1�M�PI I JJ L I )1�1�� l d O � �, �� ' .; v. �'® �-., � ��, �,, ate ° . — 11111504. � -' — a� �. 0 - �� wi - �"1- \/ AO (� -Match Jam ��� '��� v ( I�� f J _wmt. ` v ,_ _ _`, a • I :•, c _ Jo .07' S- \ = jr' F 4`.-- nsy'/ :"rr - - ';i Ourbom / l ®`®'sae :1 ___ � -'E� __-- -- V. �S/ Jr / \ 2� _ = . s'/ -Y __"__ City yx"11 _ i / ! -� - �/ ( t° �/ �fin\ � �! q - .._.._.Park- rt _. T _C'�`� v °o o ati e pr o ♦ �o oj,°) ,.6 7''N v G 1 _, �w�ss - N o I'o-Fualatln • ...P " a ` a"'- .® _ r'�V, ' . .. ( IS an community 'v A ,o _Qa ... ,, o j Park W_ ® 4 \VItat.rt 4,6104444 �' , la• N �„--• k' Ix o (tj'`r-.,. v _` �,� c O • m o -° Off' L,J —22 \ • - ,•rualaiin Rivel —Temporary Work Bridge �� ;� - ,�0 --CWS Buffer Line � Fop°°C eek •,. Flood- Pion \ CJ CO A) CC ED 0 0 C 3) 0 C) 0 C., (I) Remove Non-Native And Invasive Species, n I 0.69 Acres This Sheet. �J Install Seed Mix No. 1 To All Areas Seeded For Erosion Control Legend That Hove Not Been Accepted. 0 DAVID EVANS AND ASSOCIATES INC. (See Plant Schedule, Shf. GN-2.1 ` " Plant Community A (I?„) Install Plant Community A, 0.15 Acres This Sheet. ° (See Plant Schedule, Sht. GN-2, And Planting Details, Sht, GN.) co Install Seed Mix Na. 2 To All Areas TUALATIN RIVER BICYCLE AND Seeded For Erosion Control PEDESTRIAN BRIDGE That Hove Not Been Accepted. , ; Plant Community B CCInstall Plant Community B. 0.24 Acres This Sheet. (See Plant Schedule, Sht. GN-2.1 EANNO CREEK GREENI'IAY REGIONAL TRAIL (See Plant Schedule, Sht. GN-2, And Planting Details, Sht. GN.1 WASHINGTON COUNTY _._ Plant Community C ovtoweo By- (4) Install Plant Community C, 0.19 Acres This Sheet. oes.o„oa By-swm (See Plant Schedule, Sht. GN-2, And Planting Details, Sht. GN.I L• _] Seed Mix No. 1 oron By Dy-uou SHEET Permanent seeding, Mix No. 2 REV EG ETAT10N PLAN No. (NORTH) GN-4 P_\0\oost0000048.3\0100CA0\Co\Tu01(n O,ke Pod 1 B Itv\l0oad yD l,verobf \(A GM_0001048.I dvgi WI Oct 30,7007 716pm C,✓, x „N„ (r50.09 39V-'13 Sec. 1,5, T./2 S-, �R- C W, w'01T .1 l�� , To Durham ( / S'9 City Pork oul�IlAM (/ y / c ° } "C" 22+00 REVISED AS CONSTRUCTED // �[ �,. ? 7/07 CONTRACT C13220 N //fit. t i C � // 1 Il i I - CWS Buffer Line '// �- :d J S II II '� 1 1 N2i CP P.O l '/ XO . — ' , i/I e d/ _/ --"A, 108.88- Y C -- 7igard cook Park Path i 1 CCW 1 y �' 21+00 - See Shoes CO-4 (T"olefin River Troill �� 11 is 1 �� For Work In This Aren By Others. Shown For 1 t �= I Informotion Only. '� ( o .. v''Nk GI �I� 't To Cook_Pat ? �':� _I {: r7ri lx _ �� gab � �,,, 1 )� iy 1 \V� l - /��, — Match Extg. ,o� \any 1 >' 140 11 �Z I Q -� ��5 Paim t .C' ."5"v ''� I 1 C ,, 2 Ili �� l 0a. ``—- ,:fiN. "11+04i .tt,; I I II I l-sfimoied CWS r '° o �'' '1 1 c Buffe( Line � D ( ' ,..v�6nel _ \1�1,�1 _ • 1 c 0 � I -Q °v ,n. om. �- I /(/� —Temporary O ��, ® C Work Bridge � s ml �' °� ®V� k i J,h Flood- - O ♦ - 99AA nnl j598� ,11 /, Plain , .. __ Pt. 19 �� p ti o ii it Estimated - — �_ -► /t ��ry �`�p�' � ���. ,\'' 11 �` OtIW �.... - TKAt 71K 2 J -\.��%l\ Fa krgii ,\ nl _ /1 \\\ RNER- e r �)J� I >�A: \ / 1 Remove Non-Native And Invasive Species, �I� \� i� ! To Tualatin ` a,I,r,. �( Community Park 0.?_7 Acres Thrs Sheet. - 11 ® Install Plant Community A, 0.47 Acres This Sheet. ® 0 ® 3 , 0 (See Plant Schedule, Sht. GN-2, And Planting Details. Sht. GN.) J CDInstall Plant Community B, 0.03 Acres This Sheet. Legend DAVID EVANS nuoAS SOCIAT ES INC. (See Plant Schedule, Sht. GN-2, And Planting Details, Sht. ONJ 00 11 11 11 11 Plant Community A TUALA ED RIVER BICYCLE AND F: Cn5 Install Plant Community C, 0.02 Acres This Sheet. PEDESTRIAN BRIDGE (See Plant Schedule, Sht. GN-2, And Planting Details, Sht. ON.) I�� EANNO CREEK Gi/GOO AY REGIONAL TRAIL � Plant Community B WASH/NGTON COUN(Y C) Install Seed Mix No. I To All Areas Seeded For Erosion Control COVIOWOCI nr- Thot Have Not Been Accepted. = Plant Community C oeslonea By-swu (See Plant Schedule, Sht. GN-2.1 Pro-HBO or-my CO Instal/ Seed Mix No. 2 To All Areas Seeded For Erosion Control Seed Mix No. I That Have Not Been Accepted. REVEGETATION PLAN a (See Plant Schedule, Sht. GN-2.) i....7' Permanent Seeding, Mix No. 2 (COOK PARK CON N.) GN-5 P V0V000 Tonnnn18_1 nf000AD iB Tuol( p e Pen As-BudIs\Roodeny Oel,verobl VLA GN9_OD01o483.dwg] Ell Oct 30 200/ 21/nm „ i p� �A 1 PVC sleeve (yp( 3 9 V 4 3 i._ / / I ! „' I (See Sht. GN-71 REVISED AS CONSTRUCTED / / 2 ' 22+00 7/07 CONTRACT C13220 Pont of Connection _. - /-- ---/ - ,,_..- ------Locale Existing Irrigation Mainline With Reuse Water Lin. / / --- , �� -''° _ I—” And Connect New Mainline (See Shts. RU, GN-8 &/ t / -®-111-- I I / I • I To Existing Irrigation / // I 51 �� - Mainline (See Slit RU) PVC Mainline /- 1 u I (See SIM. RU & GA/ 1 //� �e,-� i I� - + Location Fo/r/1 r Son sX�� o�c, S -��Ae +: 1 �1 Valves - -- /- __� (See Shf -N-7/ - pp Mitigation—.._— GN-8 &/�N 9/ _� @ -.t e. � -_�' 21+00N e 1, y l laniings �. t/ + +'�.f1 I i + ---PVC Sleeve lTypl + +/+ + + + + -✓+ +4 + + + + - + I (See Shf. 6N-7) + +/+ + + + �i+ + i + + + + + + + / ��� I 1' + +/+6 + + + x� + + + + + + +/ \ I + + + + + + + +�+ + + + t + + r + eo i. I /" + 0+.\\\\' 0 + / + + + + -t + + + + 0 + 0/lW Legend <+ `+t+�++ + + + + + �+ _'-11 1 --I �� ++•+, + t- - ++++ Spray Irrigation Areas uSf + + - �. �, c-)cam:. Il\iJ� ���e\ r.+ - i 'l + + + + *3 + .-- -.. I III \T$1:+ --- Temporary Work Bridge EJ Design And Build Irrigation System - + With Pop-Up Rotor Sprinklers (See • -- + + + Sheets GN-7, GN-8 AND GN-9). Submit Shop Drawings For Approval. PVC Sleeve (Typl -/ \� '- - -_t- +++ + + =h4 ,44 (See Shf. GN-71 \ \ \+ ggiii Q ... - r. s---,-i-,Ali--;4') ..e., :vi k 00 In .--A I --S �- 1__ d 1 _- t ----- Secure Vandal And UV Resistant Sleeving �\�'"--/ �-— \ ITdDecuisdRg UsgFastenng( _00_ That Will Not Mar Bridge Roil Finish) ll RIVER o - 1 ._ I��I _' DAVID EVANS AND ASSOCIATES INC. 1 s j 'Sod TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE FANNO CREEK GREENWAY REGIONAL TRAIL I - -', _.i WASHINGTON COUNTY ' Reviewed By \/ 1 I Designed 0 MOT • Oro-feed By'BOB ) -I SHEET IRRIGATION AREAS NO. MATCH[INF See Sheet GN-6A (N 0 R T N I GN-6 P\0\000700000483\04000AD\EB\Tool( tke Pedn B its\Roadwey Oehveronle\LA_GNG...0001048,5 65,9J WI Jul 27,2007 9.18arn 39V-43 ' REVISED AS CONST U,C JED 7/07 CONTRACT�iz4� z � ,. r I 11' ..) ) ( 2// ,.----- /7 ) ��1� i r ' i 1 --1 / / �-- / 0 y--"N + e + w t ��®i.�® � moo ,3"' � Q ` �J. a 0 O v o �� '---,--- _ /I I ini/ _ ' + - .-_1 Ill _1 --------- •-PVC-Mainline- — Q �"'- -Kee ShF--R(1 & GN-131- ;Secure-Vandof And-( l7es stand-Sleevia /� __01-IW __._.Proiecl In Place '-Fo-Bridge-Deek (Outside-RorHn9U- ,re9--Faste>dn9__ / Slormwofer Facilities spot-Wit/-Not Mar Bridge-,Red Iinisi� -------- Ouffer Enhancement /- Mitigation Plantings (Approx. 36,100 SF) ._--' .��_--- _, U Rl1 F\' ij , , - V' DAVID EVANS Ax+cASSOCIATES Nc. TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE Legend FANNO CREEK GREENWAY REGIONAL TRAIL + Spray Irrigation Areas WASHINGTON COUNTY �''" t++ __...___._._______- Roviowou By n ioneo B0 oxN �� C�Design And Build Irrigation System ..ea or BM /` With Pop-Up Rotor Sprinklers lSee SHEET Sheets ON-7, GN-Q AND BN-91. c %-!:, Submit Shop Drawings For Approval. IRRIGATION AREAS (SOUTH) GN-BA P\0\000To0000483\0400CA0\EO\Tuel 1 Oike Ped A H Its\Rood yD l verasle\I n GNbA_()O0r0483-dto III Oct 30,2007 2:17pro 39V-43 NOT REVISED AS CONSTRUCTED 7/07 CONTRACT C13220 Finish Grade / Paving 12" Min. II t--1 X 2 Slake 0u 0 u 0.(X 0 o 0 0� 0-) 011 0 0 3 0 o 0 1 o 0 o c 1 Point Top 3" Blue ( 00o00 7000Oo0000000o0o0o(�o(� w z.c� I. .Iln log V -- I / finish Grade - Varies N III III III _ I -11��— Dackfill With Clean Soil Free Of Rocks & Debi is L�. � I� ''� _III N --III III-- fil-r - V III "I I o - 1_1 1"il`1_ P.v.c Sleeve (2.5 X Die. Of Pipe) I N ---Wire 7 o Sleeve { 4 I N _...___ Irrigation Pipe II — --- I� ��II a - I—i f1 II iI—i ) 11 V Sleeve As Specified Cap End -_ TYPICAL SLEEVE SECTION TYPICAL SLEEVE INS I ALL A I ION (Not To Scale) (Nol To Scale) Finish Grade Pop-Up Body Poly Ell ___-______ Poly Pipe Poly Ell Pvc Lateral Line / WI_ f DAVID EVANS ANDASSOCIATES.c. TUALATIN RIVER BICYCLE AND Saddle Or Tee PEDESTRIAN BRIDGE FANNO CREEK GREENVIAY REGIONAL TRAIL WASHINGTON COUNTY POP-UP SPRINKLER INSTALLATION Roviewecl Design°a R Hy-NT, (Not To Scale) Or°r+ee DY-enu SHEET ND. IRRIGATION DETAILS GN-7 P:\0\000T00000483\o400CAD\rR\Tualatin(like Ped As-Quilts\Roadway Deliverables\l.d.GN7_000T0483.dwgf tdf Jul 27,2007 9:19orn 39V--43 -- Battery Powered Controller Jumbo Plastic Valve Box And ---Quick Coupler Valve For Air Lid (Purple Color) With Lock Compressor Connection Only Bolt On Lid• - Jumbo Plastic Valve Box And Lid (Purple Color) With Lock Boll On Lid. One NOT REVISED AS CONSTRUCTED Pvc Union Remote Control Valve Per Box - No Exceptions - Install As Per Valve Box 7/07 CONTRACT C13220 Detail Pvc Male Adopter----- Finish Grade Finish Grade--_ \ -- Remote Control Valve With Flow Control And Manual Bleed P91 vc Lateral Line �A3 --" 0 ----- Pvc Union lOWer (O1P,r al Drain Grovel L'll'i: b LineWithPvc --- Class 200 Bronze Go/c Valve (Per -- --`5 5as - Irrigation (.egend) - _- --\ - - -- O = -Swivel Joint Riser Using Schedule A I I� I ]I) I �� Brick 6 0 "Instal/ Tee For Valve Manifold 40 Pvc Pipe And fillings As I` o o 0 o a o oio Required ti" - — -_.`_� 8" Pvc Class Y °�' �I- -Pvc Threaded Fittings As Required 200 Pie (Notch A Brick- ---- p Pvc Mole Ar/ogler \ o- Sleeve To Fit i 7oial /-1-11- ti Around Moin el 11 Drain Grovel - 4" Deep Below Valve (No Soil In p Valve Box) Gate Volvo------ .1.i1 To Control.- Pvc Main Line - Cop And Thrust Block If Al Lu) -Pvc Main Line Valves - Of Line ___.__._ ' ___._-_ _ 11 U.p.c. Approved Ring-tile One-piece Molded 200 F s Pvc-. ._ Pvc Mon Line - __ I_ Plastic lee Pvc SolventWeld Tee (Refer to Specifications) -\/- Schedule 40 Pvc Pipe And-- REMOTE CONTROL VALVE Fillings As Required (Ns! To Scale) WINTERIZATION ASSEMBLY @ ALL MAIN VALVES (Not To Scale) --- Crown Top Of Trench To Accommodate Settling Finish Gro_d_e • T 1 I T Tr -- Bockf ll Trench In _- 6 Inch Lifts (Maximum) _,doll, Detectable Metallic Tracing Tape r _I _ I' O - _ Lateral Line ro 1 _ -- Mainline Snake Irrigation _/� _--- Pipe In Trench To • Allow For Expansion [.. ---- And Contraction Undisturbed Subgrade 0 o ANoAS SOCIATES iec. M V DAVID EVANS Mole: ._—. -I 1 ' -III I 1 I • -I I 1 Boekfill Material Shall Be TUALATIN RIVER BICYCLE AND Cleon And Friable, Free Of PEDESTRIAN BRIDGE SECTION i ON Rocks And Foreign Material FAWN!)CREEK GREENWAY REGIONAL TRAIL ll.. J 2" Dia. And Larger. WASHINGTON COUNTY Reviewed By- PLAN Dosionoe ay-exu PIPE TRENCHING AND BEDDING DETAIL Drafted By (Not To Scale) SHEET (Not To Scale) NO. IRRIGATION DETAILS GN-8 P:\0\000700000483\0400CADVB\Tuelotin Bike Ped A Buills\Rood y01 enables\lA GNB....000T0483 den] (df Jul 27,2007 9:19oe, I1Z 00 I )ICAl�0N N 1 1 S 10" Diameter Plastic Valve ---Finish Grade NOT REVISED AS CONSTRUCT D Box And Lid (Purple Color) 1. Locate All Above And Below Ground Utilities And Protect Them W/ Lock Boll On Lid---- 7/07 CONTRACT C13220 From Damage During Construction. Contractor Is Responsible For Any Damage Incurred During Or As A Result Of Construction Of Irrigation System. 2. Install System To Meet All Applicable Codes And Inspections And Obfoin All Required Permits Prior To Construction. 3. Plan Is Diagrammatic And Minor Adjustment To Hood Locations May Be Necessary To Ensure Proper Coverage. --Drain Grovel a o Brick - 6 Total 4. Under Roved Surfaces, Install Pvc, Sch 40 Sleeving To 00 8 Accommodate Irrigation Pipe And/or Wire. 8" Pvc Class POD Or C p - Refer To Specifications 5. Contractor To Provide All Fittings, Wire And Unmentioned Schedule 40 Pipe 0 0 tbo 0 0o 0 Materials And/Or Labor Necessary 7o Ensure A Complete And !Notch Sleeve To -r—� - Gate Valve Operating Irrigation System That Will Properly Water All Fit Around Main Line!--- II 2 Tap Landscape Areas. ,�lr-u�, Pvc Main Gino Pvc Schedule 40 6. Adjacent Mainline And Lateral Lines May Be Installed In The / Male Adapter --� /� Some Trench. Compact 7rench Bockfill Io Max. 6" Layers To - —. Prevent Future Settling. I_ — lI_L�,7. Contractor To Warrant 7-he Irrigation System Or Any Part "" - 7-hereof - 7-hereof Against.Defective Material And Workmanship For One Full Year From Dote Of Acceptance. Correct Same Without Expense To Owner. Contractor Is Responsible For Any Damage 2 I/2" OR SMALLER GATE VALVE Incurred To Plant Materials, Roving Or Improvements Due To (Not To Scale) The Irrigation System Under Warrantee As Described Above. 8. Install All Materiels And Equipment In Strict Accordance With Manufacturer's Written Specifications And Recommendations. S. Demonstrate Entire System To Owner's Representative Showing [-hot 11 All Remote Control Valves Are Properly Balanced, 11 ill 2) Heads Are Adjusted For Proper Radius And Optimum Coverage, And 3) Entire Installed System Pressure Tests Ai Full Pressure .V Of Main Supply Source For 30 Minutes. 10. This Plan Has Been Prepared Prior To Site Construction. Any Change To Site Layout May Require Modifications To Both Irrigation And Planting Design. Jumbo Rectangular Valve Box 12" 72" 12_" . ___. ____..�. .�_- (See Sht. Ru-5) 10" Diameter Round Valve ` i Box For Gate Valve 18" Reuse Water— Mainline -"Romoc" 305 Sst. O Service Saddle Or s—. Approved Equal 12. 2" TAP SADDLE CONNECTION TO REUSE LINE (Not To Scale) Edge Of 7-roil, Curb, Etc. o O DAVID EVANS AND ASSOCIATES Irv°. 0 1. Center Valve Box Over Remote Control Valve To Foc;l7taie Servicing Valve. 2. Set Boxes 1" Above Finish Grade Or Mulch Cover In Ground Cover/Shrub Areas TUALATIN RIVER BICYCLE AND And Flush With Finish Grade In Turf Ares. PEDESTRIAN BRIDGE 3. Set Valve Box In Landscaped Area. FANNO CREEK GREEN/VAY REGIONAL TRAIL WASHINGTON COUNTY 4. Set Boxes Parallel To Each Other And Perpendicular To Edge Of Lawn, Wolk, — Fence. Curb, Etc. Reviewed Mn- oeslynea Be-Mxre 5. Avoid Heavily Compacting Soil Around Valve Boxes To Prevent Cotlopse And orenea By-eau Deformation Of Valve Box Sides. SHEET VALVE N0. BOX LAYOUT IRRIGATION DETAILS (Nut To Scale) GN-9 P:\0\000100000483\0400CADVB\Tuolotin Hike Ped As guilts\Road yO lveroble\In GN9-000T0483.dogJ tdf Jol 27,2007 9:20om 1,_\0\0D0T00000403\04000ADV8\Tu olotin Bike Pod As-Builis\Bridge Deliverables\TR B01-OF.dwg Jul 16, 2007 10:Worn I_ I • PORTLAND &WESTER 11�I--k-k �� I '�� r I"I I _1_ i i 1 oHwr,ev 10300 (-- ' o °` I, -`-1 1 \- 380 0" �"" _vole - Tigar o 380 0 Ctr. to Mr.End Bents* v>'_- '------ i-� • -...80 0,_(Span 7) 80'-0 (Span 7_) ."_.'ve/ _- 140 0 (Span 3) Existing R/W -_ 80.(Span 4) -- oo \ - �'!� J m � 2-39' Precast I/F o Z-39"Precast � F'refabricoted steel truss tfg -. --2-:-3,„�Preca 2 o o_ _ ._Prestressed _ o- - Prestressed �, o• - Prestressed„f u� 0 King City r0" 6, _.Conc boxes o Conc. boxes l • i� o Cone. boxes "_ p •I iD. "" i�J.�'\\ . n' -�- "� `-F Existing wv v ' _. m o O ♦. try I �- eo Sewer line-. f c CURVE DATA m o n rn /'0c Bent _ \ a' ^Durham _ ,, o y a o / n o o +o 24°42'27•, on Tualat-r 0 LL `OHW Eloe o t _ _.O - L== 107.82/t ►�o, 99W o ` L"Lino - 60°1 `� 1 _ . 103.00 _ ,- ' 2 Dta telemetry conduit _-�i� , Tualatin/ 11 r°`xe- __•O _ _ --- _ 1 -- r_... _ r.7 r, _ - .- -Retaining Wolf, see e° /t _ -- - -- -- "-" "---- Wingwoll, see I Dwgs.J/72641, . rr 2-18'"I.D. SanitarySewer 4 Dia. elec. Ornamental - •ri 26 # #72643&J/72642 ... - 0 Wingwoll, see Dwgs. #72638, typ -- SEC. 13 AND 14, T. 2 S., R. 1 W., W.M. #72637&#72638, typ. force mains see details conduit -- Pedestrian Rail, �� j _ on Dwg.#72640 _._ See Dwg. #-72639--- LOCATION MAP -------- ---"" GENERAL NOTES: - o --RetainingWall,see Dwgs. Temporary PLAN .2 �i Provide all materials and perform all work according to the 2002 Standard 9 P Y *Measured along "L"Line Specifications for Hi hway Construction of the Oregon Department of #72641 and#72643 work bridge, Scale: 1" 20'-0" 6. FOnna Creek Transportation and the City of Tuolatin os noted in the Special Provisions. see Dwg.#72624-- -.. Bridge is designed in accordance with the 2004 AASHTO LRFD Bridge Design Specifications for 85 psf pedestrian loading and maintenance truck illustrated HYDRAULIC DATA with no allowance for future wearing surface. MAXIMUM ---Finish grade "L"Line Bridge seismic design based on uniform load method in accordance w/AASH TO DESIGN BASE PROBABLE PVI Sta. 77+20.00 \1 "--- ,r LRFD Bridge Design Specification. Fl. 130.36 PUI Sto. 19+20.0D 4000 lbs 6000 lbs The site peak bedrock acceleration coefficient(A)for the 1000-year return period FLOOD FLOOD FLOOD PVI Sta. 14+40.00 "No �i is 0.26 g and the assumed site coefficient(S)is 1.5. R=5.0 column moments,R El. 728.96 �� _509 El. 129.36 10'-0" ( =0.8 for Bent connections, and R= 1.0 for all other components. DISCHARGE(cfs) 20,000 29,500 41,000 +.50% FREQUENCY(yrs) 25 100 500 +500% --- _\ -SO --L20001- . 3000j--- Provide all reinforcing steel in accordance with ASTM Specification A706 or H.W. ELEVATION AT 100'VC 100'VC 9- lbs- lbs AASHTO M31(ASTM A615)Grade 60. 100'VC o The followin slice lengths shall be used unless shown otherwise. UPSTREAM FACE 120.56 124.93 128.91 Proposed structure 8" 9 P 9 OF BRIDGE _ A I `� Reinforcing Splice Lengths(Class B) Grade 60 BACKWATER(ft) 0.14 0.37 _ 0._47 GRADELINE DIAGRAM H.21 00} �3�O J Bar Size #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 I#18 No Scale Uncoated i'-0'"1'-4"1'-B"2'-0"2'-8"3'-6"4'-4"5'-7"6'-9"vet Permitted ii 10K MAINTENANCE TRUCK DIAGRAM Splice reinforcing steel at alternate bars,staggered at least one splice length or �_ 493'-3"Pedestrian Roil Rt. side, see Dwg.#72639 No Scale as far as possible, unless shown otherwise. = 538"-2%2'Pedestrian Rail Lt. side, see Dwg.#72639 - All reinforcing shall have 2"of concrete cover unless shown otherwise. -140 Extg. ground PP 24x0.5", Typ. a 3 B 9'-0"Lt. end bents- Provide a /a"chamfer on all exposed concrete edges unless noted otherwise. -130 ' _ ''- - ___,,,___ " _ _ _11 - _ _ _-- _ Provide concrete and prestressing steel in precast prestressed units according to s •c•-120 Pin- _ _Pip Pin _- Ex ...n -:.._Pin Pin - ... ... Pin Pin ..__ ____ Pin -- dplans. c_ g. ground \Elev. 124.93 _ -• i s �, -- 72 Provide Class 3600- /a concrete in deck, and i/z", 1", or/a concrete for all other o_ 110 100 _ a �- _ off"L"Lined Year i. concrete. E. °= n --� -_ �.�...� _. o... OHW Elev. 103.00 �1i/M y w-700 -2-18"Dia. Pipes, typ. Li �- ti "' _• _ Ein. tip ' Provide all structural steel on rail as ASTM A500(grade 46) _ _ ___- I. 75.00 steel. I-90 Bent 1 \Min. tip Min. tip �''�"'"" ==v Wingwoll, U . Steel truss to consist of high strength,low alloy, atmospheric corrosion resistant El.=75.00 El._65.00 Extg. round �� 9 9 P 9 9 Modular gravity ASTM A847 cold-formed welded squore and rectangular tubingand/or ASTM " Bent 2 __L �' Min. tip PP 24x0.625', Typ. q g / Note: W 9-0"Rt. interior bents wall, tYP• -- A588, or ASTM A242,ASTM A606plate and structural steel shapes F =50 ks7. Elevations shown are based on Min._tip Bent 3 El. =55.00 P (Y- ) Bent 4 Bent 5 the National Geodetic Vertical Cl. - 55.00 ELEVATION The minimum corrosion index of atmospheric corrosion Datum 1929(NGVD 29) resistant steel shall be 5.8, according to ASTM G101 p C (M.S.L. =0.00) Scale: 1"=20'-0" it See Footing Plan for Foundation design notes. A DATE REVISION BY R. Elwood REVIEWER STRUCTURE NO. SHEET �j 2-16-06 Removed"by others" GAP DRAFTED: 7�OREGON DEPARTMENT OF TRANSPORTATION 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE i .Q • z w 0 4-07 AS-CONSTRUCTED TOE Jennifer Wood BRIDGE ENGINEERING DATE CITY OF TUALATIN 2<.25 CHECKER: Dec. 2005 WASHINGTON COUNTY DRAWING NO. ACCOMPANIED BY DWGs.,72624, 72646, BR140, CALC.BOOK DESIGNER: Kelly Burnell „,,ors: BR430, BR445 ---- PLAN AND ELEVATION .72623 17\o\000150000483\04000Au\LB\Tooloro Bike Ped As-Bulns\Bridge DeRoerobaes\T0o31--We.dwq Jul 16,2007 10:06om / / .. i• / OHW El. 103.00 ��' /•Bent 1 Q•Bent 2 Q Bent 3/.\\--- Bent 4 tt Bent 5 Sta. 14 F90.00 Sta. 15+70.00 Sta. 16+50.00 S Sta. 17+90.00 •Sto. 181 70 00 J y I t O N o Approx. end----- Approx. beginning Temporary work bridge // -`,----,.._, OHW El. 103.00- WORK BRIDGE PLAN Fonno creek Scale: I-=20' 490 ----__-----.._-------- "-0-± -y Temporary work bridge -140 Approximate Extg. ground at tt Work Bridge Z,=130 c=120 c_ .c.-110 --_�-- v is_ �_\� ._ � �-... .. ... ... ... c� I.OHW Elev. 703.00 OD� CH I Note: I .. O ___ —__O2 I /1 Elevations shown are based on the National River Traffic Opening Geodetic Vertical Datum 1929(NGVD 29) Oj Minimum work bridge Bent spacing is 25'-0". (M.S.L. 0.00) 0 Minimum River traffic opening is 50'-0"wide and should be located near main channel section(approx.sta. 17+20) Minimum clear space between OHW elev. and work bridge is 1'-0"8 WORK BRIDGE ELEVATION ® Work bridge bents located in OHW II rc shall be in line with river flow to Scale: 1'=20'-0" minimize hydraulic restrictions. VCZI q I 3AG, DATE REVISION BY R. Elwood REVIEWER STRUCTURE NO. 3 0 a-m AS-CONSTRUCTEDroF DRAFTED, 20045 SHEET TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE F.0 Jennifer Wood. TOREGON DEPARTMENT OF TRANSPORTATION DATE R: BRIDGE ENGINEERING �e . 2005 WASHINGTON COUNTY CALC.BOOK DRAWING N0. x - DESIGNER: Kelly Burnell EB„BREs, ---- TEMPORARY WORK BRIDGE 72624 . P:V0V0D0T00000403V0400CA0\EB\Tualolin Bike Pea As-Boil Is\Bridge Deliverables\FRB03-F0.dog 7/16/2007 9:59 AM BORE HOLE RH-1 :--- STA 19+14,42'LT. . .. sO Lit 3�"" rn J x 0 o LEGEND OF MATERIALS 0 0 0 0 BORE HOLE BH-2 BORE HOLE BH-.3 - -- STA 15+10, 15'LT. --6 STA 16+18,5'RT. = ASPHALTIC CONCRETE 0 ---• �a+, CRUSHED ROCK -Proposed Bridge .• PLAN BORE HOLE BH-4_-__ • Scole: 1"• =20' STA 17+90,10'RT. BORE HOLE BH 1 J_ SAND 1P0 ... BORE HOLE BH-2 ELEV.120.0 sit cRAvO c ELEV. 116.1 _ - -- ----- 120 0.. Y ( >( )' _ sly GRAVEL(GM) �a: Sandy GRAVEL/Gravelly SAND mCC brown. 6 \ �� • \ // (Fill), loose. I 1 Q --- 51 IS 1N0(SM) n 1' bong e.nonnlasnc 1 _ graded,(Alluvium). ` 6 BORE HOLE BH_-3 / cR VEL any ay y d 110 y fine sand,Rome above S mat ELEV.98.9 - Extg. ground Path BORE HOLE BH_4 / moist, ( )'brown, GRAVEL, some sand and clay Proposed -- slot,law p sl ny, s -_ x,-Clo SILT pELEV.97.5 (r°0. 100 --'-SAND(SIP);br wit and- 3 browan,wm.(,i. law __- I IJ 0 \ ( (ll grey wet.mecum 5,8 plasticity.(Alluvium). Silty GRAVEL(GM);block:—;i some a 2 100 Lo'S1 SILT, some grovel GRAVEL with lttt 111 31 T fine sand, red wit rounded and II(eM) grey, f, poorlybrown.wet and _ medium dense __ graded,(Flood nDapoe is). ` to sit angu ar gFlood _,_ , -Stir will trace sond(610; plasticity.fne to ..20 —� Il coarse grovel. (e•9 Sandy GRAVEL(GP), '---- --- blue and brawn,wet gravel 90 f brown medium Deposits). grey Id sand,poorly graded, -_, SILT ) wet m salt,medium plasticity,fine ;.35 9Q -1 dense,subangduar,t na d sand,(Alluvium). nqulor t subongular, grained (DO). SAND(fine;gin,wood .29 to Goose sal, oily Ie Silty SAND,trace arose, Silty SAND with gravel(SM);1:,1 31 d6 -- - fine son poorly coarse (SA):brown and gray, 11 / graded,(lootl Deposits a gravel,poorly � Dense GRAVEL ill some :: '-' F )' graded,(Flood Deposits). I, diem dense,low / brown,wet,medium dense, T plosliciy,lino grained I low pla11.1cily,subongular sand and silt(cM-GP); CLAY 80 -SILT with fro,sand sand,(Flood Deposits). I, rse Bond,(Flootl gray.wet,low plasticity, grovo GRAVEL with s - line to c I,line "to --- 80 medium to coo so ,5(ML);grey, Dist Stitt, .3 Deposits).a 6 to coarse santl gravel. onpostrc (Flood Clayey SILT(WI;light - sand(GP);brown wet Y filly GRAVEL(GM),black, graded ang uior medium tlonso Deposits) grey brown, d wet dense,nonplostic subongular,(Ott) 21 '-' 24� Standard Penetration Test. subongular,fine to .26 loos s medium angular grovel,(Flood 12 70 oars plasticity,(Flood e,poorly graded, `sllY CLAY(cL) 9reY DePos ls) Deposits). 10 Silld umNdense,)i nong pl Ile. 23 -_- 70 N value. (Flood Deposits) moist medium stilt,low 23 Clayey SILT with trace sand line sand,poorly graded, ue CS Os _..._-(SIFT Oil 9Bo maid, 2] plasticity,!into grained !media ral to inodh,9hl,d11asFloottl 10 (Oft). RQ=Core Sample. ex 'Id Deposits).bocky (Flood Sandy SILT(MI);block, ) ine '" SAND with(race silt ¢19 RQD=Rock Quality Designation. L 60 medum dense, sand,(vluaa Deposits). Deposits). ( slur(MO:bwisb grer•-- _I 25 .--- 60 jII qu=Unconfined Compressive Strength. [ nonplostic,poorly R,20 29 moist,very still,low L0 __ graded,fine so., .20 ;a SILT,Iroce sand foie;blue plasticity to nonplaslic, [ [ (Flood Deposits). Silly SAND(SA);black, 19 Pliocene Sediments). g _ O ) wet,medium dense. 20 stiff,low tpasbiity,'"fine moist. ( 21 [ •i6 nonplaslic•coarse grained sand,blocky k Silly SAND ISM);dark- O 50 grained sand.(flood structure,(Flood Deposits). `Z9 grey,moist,medium 3d B. N SILT NO;bluish grey,— Deposits). ¢:29 dense,nonplostic,tine J 50 t W _ moist,very slit f,low 413 t. Sandy SILT NO: and,poorly graded, N block, Pliocene Sediments). �'�.29 plasticity,blocky. wal very stiff,slow 2T ( ) - LL (Pliocene Sediments). '.16 plasticity,tine grained 40 .16 SILT(M L) blue grey 7,• sand,(flood Deposits). :21 SILT foie bluish grey. 3p¢ moist,very sl fl,low mast,very stiff,tow �I 20 --- 40 _ 026 plasticity, epos(Flood Deposits).'e;16 SILT with so.foie:blue plasticity to nonplostic, grey,mast ery stiff,low "39 (Pl ocene Sediments). /12 plasticity,(Flood Deposits) 138 Foundation data shown on this drawing may be a 30 -- '16 F: slly SAND(SA) block ;38 consolidation of information and/or revision in silty CLAY(CO;bluish.-- SILT ML:blue gtu and grey,wet,medium ' _ — 30 grey,moist,very stiff, ( ) grey dense,nonplaslic(Flood 9' terminology from the Soils and Geological -- low to medium '19 mottled brown.moist, plasticity,blocky, still,low to medium Deposits). s zl - Exploration Logs. The Soils and Exploration Logs (Pliocene Sediments). plasticity,(Pliocene 'I6 SILT with Orrice sand foie; blue grey mooted brown, ;, used in compiling this drawing are available upon 2Q -- Sediments). moist,hard,medium «13 — 20 request for review at the office of David Evans and .Is 5looshcuy.time grinned Associates,Inc.,Salem, OR. - d,(Pliocene Sediments). ,11 moony SILT NO;grey.- 21 - 1Q — t, tit. plasticity, ed •23 (Pliocene fnsedim ate). 12 -- 1Q 2 SILT with sane NO:blue 33 _ FOUNDATION DATA grey,molt,hard,law .9 00 __ plasticity.fine grained y Scale: Horiz.: 1"=20' so. (Pliocene sediments). y 32 00, 8050 SW NIMBUS AVENUE ,) FOUNDATION ENGINEERING,INC. BEAVERTON,OREGON 97008 - Vert.: 2:1 -•,- PROFESSIONAL GEOTECHNICAL SERVICES oils.(503)64,1541 FAX NO)626-2419 '530 Center Street N.E..Suite 605 10 15+00 16+00 17+pp 78 00 --- e O DAVID EVANS AND ASSOCIATES,INC. Salem Dragon I97301 .063 19+0T O Phone:503.361.8636 A DATE REVISION DT GEOTECHNICAL ENGINEER ENGINEERING GEOLOGIST STRUCTURE NO. SHEET 4-07 AS-CONSTRUCTED roF G.Haffner 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 3 DRAFTER: 7 OREGON DEPARTMENT OF TRANSPORTATION DATE CITY OF TUALATIN .oF.25 • 1� BRIDGE ENGINEERING Dec 2005 WASHINGTON COUNTY DRAWING NO. 054000R: Mitch Schaub,PE CALC.BOOK FOUNDATION DATA 72625 EXPIRES: EXPIRES. ---- P.\O\00 0100000 4 8 3\04000 nD\LB\lucIolin Bike Ped As—f l.s\bridge Dellerobles\1R304--I P_doe Jul 16,2007 9.59am --- Existing sewer line, I I T �� retain and protect, typ. - I l - - 3,"Plate-23%'dig. I (Req'd. at all Arles)- . _. _ I -. -__ _. 80' 0,. I-_ ._ • - -. _. 80' 0". :._ ..._ __.._ - ye., .._. 7- R ........ I I O _ .- -- -..__ c� _.._ O p rn F .- A o )-�� rn a A o 1"Backup bar - NWngwou"A NB'l-� O� �V,\a ( ) cvvi , TC-U4C PP 24x0 b0' _�I 14x0 5; TYP � _�2-1 -�3-7. VA A� + (End bents), IC U4G Fend bents-_ - � " PP 24 0.(25'A L Line._.x p rye N 08°07'35"E \ - oV / (interior bents)-1' 0" 7i�p 6" O . O 0 ,\O \ \ ' 1 2 ,0 )O ,�3 ,) 1YP ��c '' , -(2-3 0 t0 r-�3-3 7�2 ti\ 1 i'.l `b Note: ' �� I / O 0, �p PP 24x0.625', Typ- Retaining Walls omitted for clarity. Wingwall'93"-- ^O interior bents --- O en end P PIPE PILE SPLICE AND CAP DETAIL C., No Scale 8 - -_ -70° Bent- Tan �"" CURVE DATA v CoCo 6 o R=250.00 It. h -Qs 5-i .-vv1 CO /_l=24*42'27" 43 0 I `O ,--_,--.- PRC Sta.-I- L= 107.82 It. -- -- - 79+15.98/3-1 • V ;,64-1 O o> , n,+0 '."Line— l rm I p a --_. _\ f y 5-2 ; aQ ; ✓,3-3 rQ Q ,�4_3 Q N --Wingwall'C' /-- l' ry eo +Measured along "L"Line �* GENERAL NOTES: 6 Note: Provide pipe piles PP 24x0.625",ASTM A252(Grade 3)at interior bents and FOOTING PLAN 0 For wingwoll details,see PP 24x0.5" ASTM A252(Grade 3)of end bents driven(open ended) to en a Dogs. #72637&#72638. ultimate capacity of 426 kips per pile at Bent 7, 523 kips per pile of Bent 2, Scale: 1/8"= 1'-0" 575 kips per pile at Bent 3, 569 kips per pile at Bent 4, and 426 kips per pile at Bent5. Pile tip elevation for minimum pile penetration is 75 feet of Bent 1, 65 feet at Pile Tip Elevations Bent 2, 55 feet at Bent 3, 55 feet at Bent 4, and 75 feet at Bent 5- Pile 7 Pile i2 Pile 3 Drive all piling to the specified ultimate capacity using driving criteria developed Bent 7 42.4 42.4 -- from a Wave Equation Analysis. Bent 2 50.8 51.8 44.8 Bent_3_48.2 48.2 48.2 Bent 4 30.7 34.7 35.7 COC Bent 5 45.8 42.8 --- i; A DAM REVISION 80 R. Elwood REVIEWER STRUCTURE NO. SHEET m A 4-m As-CONSTRUCTED TOF °RAF,E 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE OE A CITY OF TUALATIN Jennifer Wood r OREGON DEPARTMENT OF TRANSPORTATION DATE 25 CHECKER: J BRIDGE ENGINEERING Dec zoos WASHINGTON COUNTY DRAWING NO. II CALC.BOOK DESIGNER: Kelly Burnell cxracs: FOOTING PLAN 72626 P-\0\o0=T00000483\°A00CAD\CB\Tu0lotin Bike Pee,As-13ui11 s\dridee Oelivo obles\iR1305-DP.dw9 Jul 16, 2007 10-10oss Q Bent 1 80"-0"(Span 1) /1 Bent 2 Sta. 14190.00 Sta. 15-i-70.00 2-39"Precast I rest essc d Conc. boxes Type A Compression Jt., see Std.Dwg. Ornamental Pedestrian Rail posts spaced of 10' 0" #BR140 for details —- cn l force morns, full length / hanger inserts Y conduit Type A'Compression 6Y,. + 2-18"San for Sewer 2"Dia teltmc t Retaining Wall, see Dogs. .� - Y El. 129 75 J/72641&J/72643_1 p 9 g' 0 10 0 See It., see Std. Dwg - of structure \ Dog 172640 for detoils ¢/BR140 for details -� o��� l P_I ?; / , (. li 1-_ °'— _-- '-L°✓ - � - '- - l 0 / \fl 12935 -- II. 129.21 / ' -. Box 1A _. _. -_ -.. _ (I 12961 i� i N080 '35"L / - ° 1ine' / 60TYP. End beam, see i ,/ / ?� -- o - _.o / / / / = , Dwg. //72631 -.-__/ - /- / ___- n._...-.... ._ _-. .-__ __.__._ _n _..._�-.___� °._..________..._ �._..__ _v / / r� o e // --� El, 129 0/ __-- -_- __ _-__- _ _..._..-Box IB _._.. ____ _- ! %i. •_ 1 29 47 4yo•• Ornamental Lateral restraint inserts 0 / a Note: - - Pedestrian Rail, Pipe and conduit hanger / 1 spaced a( 16 0"typ. ---End beam, see °'Id Ornamental Pedestrian Roil to see details on See Dwg.#72640 inserts, space C�8'-0', typ., continue over Retainin Wall- Ow /2639, t _ see Dwg. /1/2640 for detoils Dwg.J/72637 9- // YP- and transverse locations Ornomen tol Pedcs Pian Rail posts spaced of 10'�-0" See Roil Coping details on Dog. ##72643. DECK PLAN - SPAN 1 Scale: 1"=5' C Bent 2 80"-0"(Span 2) /1 Bent 3 Sto. 1.5+70.00 _ _-------------_. __---._.__-__- __.___._ __-__.— ...-_._ -__ ..._.__ _.-_.._.. _____--- -._-_ Stu 16+50.00 2-39"Precast Prestressed Conc. boxes Type "A"Compression Ornamental Pedestrian Roil posts spaced of 10'-0" 9'-9•' Jt., see Std. Dwg. 1B12140 for details - rn --Type"A"Compression -o + 2"Dio. telemetry conduit ----2-18"Sanitary Sewer 1"-4"• End beam,see - -.-force mains, full -...__ ✓t.¢/,BR740 fo see Stdr.detailsDwg. rn El. 129.75 hanger inserts©10'-0". See len th of structure v Dog. Jf72631 ------ O Dwg.#72640 for details. g o0 w of -._........_ ILO .. ---t Box 2A- i El. 130.15 d El. __ 4 0 - o "� /// i//° ° a ° ° .,L.,Line p v - 9 ° r TYP , 4 Cj 9 --- i i i i ? N 08'07.35"E / ---g— � .-- / / I I60 I a o 8 8 8 . 8- __ 8._ 8 // / > In I o o /___ _ 12 ...--._ _ .... _ _ .... Box 2B_______ .... _ ._-_._______..____-____..___ _._-.� / `. p -i1"- --�lo ..r� ----f� ---tot-- - / ' o / \El-.129.4/ Ornamental Lateral restraint inserts rn Pipe and conduit hanger FI 729.87 v Pedestrian Rail, spaced at 16'-0"typ. inserts, space 0 8'0", typ., - ---End beam, see see details on See Dwg.#72640 see Dog. #72640 for details -1- Dog.//72631 Dwg. #72639, typ.--- and transverse locations __ Ornamental Pedestrian Rail posts spaced at 10"-0"" Note: DECK PLAN - SPAN 2 Elevations shown ore at intersections of s Bents and"L"Line or gutterlines. ff .. li Scale: 1"'=5' i �, DATE REVISION BY R. Elwood REVIEWER STRUCTURE NO. SHEET g D a-o AS-CONSTRUCTED ov "R^°' 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 5 111 CITY OF TUALATIN Jennifer Wood 7�OREGON DEPARTMENT OF TRANSPORTATION DATE zs CHECKER: BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY DRAWING NO. CALL.BOOK DF5IGNER: Kelly Burnell F,,,,,,rs, ____ DECK PLAN - SPANS 1 AND 2 72627 6.A0V060,00000616.3VO4I ADVI:3\Tualatin 0, red ns-13u ills VBridge Deliverables'V312006-Is dwa Jvl 16, 200/ 10.11a6 ¢'Bent 3 140 0 (Span 3) • ¢Bent 4 St, 16 1-50 00 - --- _____________ --.. __._ ____- - ..._.. _._____ Steel Cuss» Type"A'"Compression 16 Panels @ 8'-0"- 728'-0"' - 1. see Std.Dog. - __ 70 4' //BR140 for details-- — - - - _.-. ___.... -_.. _._. _ ._. ..__ -... ---. - 2 18"Sanitary Sewer Lateral restraint inserts ' End beam, sin j. Y Dwt /2631 �/ O force mains, full length spored at76 0"typ 1 // Truss floor beam typ O of structure _ - _ See Dwg #72640 / \Ll 13075 1 d 1 d I d 1 u iso lt/' / / 5 60°Typ. „Line-1 o f o I I El 73oup7 ,�/ l ' ' / CI ; N08°0 35"E \ o //' r" j 1 co I cr I I ; , LI 73001 I I I I I I I c, T----, 1 II I I I // , / I I I /�— ' i El=129 87 1 I 1 1 1 1 1 H 129 91\),/ -_.___ — rur 70 4' Note: *Steel Truss details Hanger Assembly Type"'A' Compression Pipe and conduit hanger to to be provided by Control Line, see Dwg. Jt, see Std. Dw Dog /17rn,see be suspended from each truss j/72640 for geometry g Dwg. 72631 p 'Truss supplier. DECK PLAN - SPAN 3 ilia tom #13R140 for details-- -- floor beam, see Dwg.#72640 9 for spacing Scale: 1"_5' ¢Bent 5 - Sto_ 18+70.00 4) .-____ 5-2/n Type-A"'Compression ¢Bent 4 I-___________.-- boxesLine(Span.._.-- - it., see Std. Dwg. .._--_-----_ 80 0"Measured along _- Sta. 17i 90.00 - - ----_- - --- Conti1 %BR140 for details 2-39"Precast Prestressed -_--- 61/ osts spaced at 10.=0_ --2"Dio. telemetry conduit °'Rail End Post,/ Ornamental Pedestrian Rail p- Y see Dwg. 72639 ..____... ---- hanger inserts @ 10'-0". See oh End beam, see _ 2-Side mounted hangers for Dwg.#72640 for details. lO •�, 1 129.72 Dwg. /177.631 --- 2 Lateral restraint inserts telemetry conduit. a 1 ---- + spaced at 16'-0"typ. See Dwg. #72640 ---- 12 O See Dw #72640 -- for details- [a =------°----------� - 1 O g. Dog _ _ ____.-Dw 72637 -- 1 Box 4A - - ° i if -i- i- I ,,,\a / / El. 130.71 - --- w _ _ -. _ ° I 1 ,a ne. 8 6 O ° ^\e ,, N 08°07"35'"f_ a s o -• -----s 70°¢Bent -_ - � ; s ^---- ., -_°----3----�-- � - Ton 'I_'Line I / ° ---6 w o--- °--- z I / 1-- _°-__ s / El. 130.01_----- - Boz 4B --- rv----- -- - El. 129.50 --r--- • _-________-- ___-o o --2-78"Sanitary Sewer 3 5 ---- ---'1-, o force mains, full .o ----r,�� — - Ornamental Pedestrian • iJl� Rail, see details on length of structure 9'1� Pipe and conduit hanger inserts, EL 129.91 -Type"A"Compression °tin space @ 8'-0", typ., see Dwg. f/72640 Dog.7/72639, typ. _ - g Jt., see Std. Dwg. for details and transverse locations ___ 1•_4• ,v/BR740 for details a _ _ - Note: ----- aced at 70 0' Ornamental Pedestrian Roil to 9.-9„ Ornamental Pedestrian Rail-posts spaced63 over Retaining Wall. _'= Note: DECK PLAN SPAN 4 Note: Measured along O.Bent at Elevations shown ore of intersections the projected intersection Scale: 1"- 5' of¢Bents and"L"Line or gutterlines. W of¢Beam and¢Bent. O onlc REVISION or R. Elwood REVIEWER STRUCTURE NO. --- -- ___ SHEET Di a-m AS-CONSTRUCTED Tar- DRAFTED: - - 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 6 CITY OF TUALATIN ofkil LL_ - Jennifer Wood FOREGON DEPARTMENT OF TRANSPORTATION BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY DRAWING NO. __________ __ CALC.BOOK DESIGNER: Kelly Burnell exaiecs.. ---- DECK PLAN - SPANS 3 AND 4 72628 I'.A0V000 100000403V0400'ADAI_L\luolota,BEke P.0 0, RoilsA3,lase ).: uob.cs\a 0/ I'o,,q Jul 16, 2007 10.12om 18,-0"Out out 1 76'-0"Pathway 77' 6"Out-out 16' O"Pathway **-Rail connection retells to-be-provided- Q 8"0" I- 8 0 by-truss-suppler -__- tO "7."I1ne See Ornamental 9 Pedestrian Rail Details d; A Concrete on Dwg #12639 V• ---- - I"Linene Fi' Concrete r. y --1 See Detail"B" deck, min. I�;1- # insert �Iv n u #4Cz6". /1 1 //4@b #5P9' "co' / 4©9 \ t O / SI 1 >l ! -2%7 CI L �51 15l 'vim . Q T - --- < .A,T ,x 2"Die. �. 1%2 Cl. 1 I '1 See Detail"Fl"-- / telemetry ss. conduit c i „' N 4" 01a eler conduit �k - ---2"Dio 2-18"I.D. Sanitor telemetry - �* Sewer force mo ns, see m conduit details on Dwg.///2640--� - -39"'Prestressed Conc. 4'Dia. elec. conduit / r --- --- Box, see Dwg.#72630 Notes: --2-78"I.D. Sanitary Sewer --- ----- ** 10"-0' &Std. Dwg.JJBR430 Transverse reinforcement force mains,see details Notes_ - --- ----'i-' ------ ---- -------- placed parallel to floor booms A Dwg.on #72640 Transverse reinforcement **Rail sholl be fobricoted to match the laced perpendicular to beam:; *g-0 fyP Spans 7&2, varies See UtilityDetoils sheet(Dog.#72640) a earonce of the Ornamental Pedestrian Roil, P p P from 3'--2Y2"to 6--7%4"Spon 4 for pipe ad conduit insert spaing an shown on Dwg. #726.39, except that member See Utility Details sheet details. sizes shall be adjusted as needed for the span pip. **3'-9"Typ. Spans 1&2, vories length between truss verticals. Rail panels sholl (Dog #72640)for e and 9 conduit insert spacing and from 2'-1'%4"to 5-02"Spon 4 Steel truss to be prefabricated unit be connected to the truss verticals using details designed and detailed by truss supplier. details provided by the truss supplier. TYPICAL DECK SECTION (SPANS 1, 2 & 4) Scale: 7/2"re. 1'-0" TYPICAL DECK SECTION (SPAN 3) Scale: 1/2"= i'-0" 9"Curb_ `I I -No bottom longitudinal deck reinf. btwn. extended box beam stirrups c U I® O 9 74 @ 12"-- i o ---Extended 3" I #4 Stirrup 3"..-I , ----Typ. deck rein£. from box 3/4'•Drip groove, typ. boom DETAIL "A" DETAIL "B" Scole:1 7/2"- I"-0" Scole:1 7/2"= 1'-0" IV g A DATE REVISION BY R. Elwood REVIEWER STRUCTURE NO. SHEET oenv�Eo. p z--16-06 Change roil dimension GAP 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE of IT A 2-16-06 Replace roil note AP 7�OREGON DEPARTMENT CITY OF TUALATIN n CHECKER BRIDGE ENGINEERINGOFTRANSPORTATION Dec.DATE 2005 WASHINGTON COUNTY 2e 3 4-0� as-coNsiaucieo 7oF Amanda Blankenship CALC.BOOK DRAWING NO. DESIGNER Kelly Burnell E„,REs ---- TYPICAL DECK SECTIONS 72629 10VOVOW10000048,,AlA CAO\E3\ioolaIin Bike Ped As-As,Ii' ndye 0e:00 blesVrRt311-13m-m,i Jul 10, zoo? ,0:000m STANDARD PRECAST PRESTRESSED BOX SCHEDULE _____-----Inside face of beam Stirrup Est_Midspon Deflection, in. O1 spec. '� Dayton/Richmond 48"Box 'A A 0 o hot-dip galvanized __ _.. -_. _ . 1 �.S 4; o = ,rm o 43 Type rS/NC inserts 2' 'Cl. 7�/'"O 0//4 star &//5 tics 2je"Cl, -� m u D ° _ •m m ai - , a, h ore equivalent for•°74" c ci,`�.c m o ,o 0 -0 c°i -Y-� o Si' ;� 0 p o o 7 o din-threaded rods. _ _ -- ___ -..__. -.__..._- - -° ;tv c -0 0 'A ( b ,. >c -0 0 - .,c Place 6""from end 38� o m Void m' o c , oo .9 u' oa E e , a -o , 6 £ m on oc5o m .m' of beam _._ - 1 c ci, m - o c .x v o �, L a, r c a U c -o bin .. -E tend#4 Stirrup 10" _ m o u o, C y y o , c�� o 7-#41ong;L ©eq.spcs. v, x 6 .0 0 ° o o 6/ O v o p m o, 9' U m ,_ y 4 0 - above of box Field 0 0 > ' o o 0 0 o r 'Clc c a m c a 0 0 c 1 o ti� 4'"to top deflected top m ro ` E 0 ri 1- °i - _ - ti o w°' - ---� / bend 9'"clear of to of U ro c o �. '-� o a^v c F v, °2 a - c _ 0 E E o c Strand end of box ` ties G""I P .h .5,/, '�v " 1�/ deck Ilse A706 steel. 0 o p- 1 c> n m cs v, CJ Z tq o ) o ° o a, - _ m 2 O o _ m c(o c.,n Q 1;N o - -- - u, .�cn �oc� _� Spacing C+3 Z"typ for 1A,ID 2 7 r deflected strands 0 �- _-- ___-• •--- •• - ,@ Symmetric80"-63/e' 30° 30° 38 8 8.82 283 77 6 4.0 17 L59 300 7.05 O. 0.32 0.59 _!' I � n ____ ._. end of box--- -e __ II 30 obout.I.2 2A,28 2 2 79"-77/x .30° 30° 38 8 8.82 28.3 76 6 4.5 77 1.58 2.98 1.01 0.18 0.32 0.60 _ _ --- _._.._........__ box -- -- ._ o `� � II 4A 7 4 77 11'/a" 34.93°70.70";36 8 9.13 2.76 74 6' 4.5 15.9 1.4.3 2.70 0.82 0.77 0.2;3 0.60 S/4"Dayton/Richmond i� '_ I N "" 413 1 4 83'-0'/a" 34.93°l0./0"40 10 9.76 287 80 6 4-5 78 1.77 3.23 7.35 022 0.79 0.67 --- galvanized F-52 _ 3"fillet,typ. Thinslab insert or approved equal for I/2"Uoyton/Rrchrnond GENERAL NOTES FOR PRESTRESSED BOX BEAMS 5 lateral restraint, see gnlvanrzed I-52 //� for '9 Boxes ore designed for live and superimposed dead loading os shown in the General Notes for the Project. Use the class of concrete w 0 table for locations •° I Th;nslob insert or / congit. p a ' ' ' approved equal for °� shown in the Box Schedule w/maximum aggrego to size=3/4 Transfer prestress after the concrete reaches the minimum Strand o. at id q side compressive strength shown in the Box Schedule. Provide a roadway surface finish for the lops of boxes according to Section % J /etemounted ( cn o� I, 6end of box-- telemetry •conduit on Straight "� "3 00550.49 of the ODOT Standard Specifications. Use reinforcing steel specified in the General Notes. Use%2"diameter 7 wire low v> 1� o -- - -- box 4A only, see strand Q relaxation prestressing steel strand conforming to AASBTO Specification M203(ASTM A416), (,rode 270 Supplernent 1. Tension the a 1 Deflected strand 0/z --- strand on table- strand initially to 31.0 kips per strand(offer harping deflected strand).Keep boxes upright at all times. Support them within 2'-0"of - spacing btwn. holddowns the ends during storage(to prevent excessive comber, overstress or failure). Locate the transport supports and lifting devices °'o -- ---within 2'-0"of the ends of the boxes at the Contractors own risk. Tronsport boxes offer the concrete hos reached the 28 doy O. design strength and a minimum of 7 days after casting. Construct the formwork within the boxes to allow twice the estimated " a_ a_.• •..-.. •-...__- _.__ / shortening within two weeks from costing without resistance to the shortening. Coot interior wood farms with form oil to prevent Strand cm. btwn = '"I 3 bond. Saturate the forms with water to prevent swelling during and after concrete pours. holddowns -- JJtil i 8"Deck ----- ,° deflected strand N 3" Strand spc g.-_z, 1"ct 1 334" %z"Min. buildup, BUILDUP TABLE (btwn. holddowns)-- 0 2"(typ.) see table-- Box No Buildup(typ. Note: - _--- _ each end) .• J/4 Longit. eo. side, stop Additionol location information __--}__ 1A1B 21/4" 2"clear of or bend Box symmetrical about It for utility related inserts shown around holddown - -. unless noted otherwise--_.----- on()was. #72627,#72628, and 2Fl, 2B 2%4" #72640 4A, 48 2'/2" TYPICAL SECTION 39,, BOX tt 39' Box beam- I inserts Dayton/Richmond Scale: 1 1/2"= E-0" ---Lateral CAMBER DIAGRAM " restraint _ 3"Dia. hole Deflected strands No Scale for 2/"dia. dowel insert (see Beam Toble) Lateral Box 1A Box 1B Box 2A Box 28 Box 4A Box 4B ;cL Restraint _ Insert "di"(ft.) "hi"(ft.) "di"(ft.) "hi"(ft.) '"di"(ft.) "hi"(ft.) "di'(ft.) "hi'(it.) "di"(ft.) "hi"(ft.) "di"(ft.) "hi"(ft.) L � F LL F ' �i .// 1.47 11.55 L29 5.43 1.47 11.20 1.35 3.74 iJ8 10.72 1.67 l - --------- --- --- --- - ------ --- ----- -_- ------- --- 2 21.77 1.56 27.55 1.37 21.43 1.66 27.20 1.52 19.74 1 76 26 72 1.61 I 3 37.77 1.59 43.55 1.37 37.43 1.75 43.20 1.59 35.74 1.71 42 72 1.56 12"I -„//4 Stirr. 012"spc'g "a" t f hold d - -ii -- -- -- --.- S ran c o own//FF-- 4 53.77 7.55 59.55 7.33 53.43 1.80 59.20 1.63 51 74 1.63 58.72 1.48 \ -- - --- ..-_-._-_-- --- .-._ ----- `3-J/4 Stirrups @ 6 %2 Box length "L" i 5 - 69.77 1.51 75.55 7.25 69.43 1.83 75.20 1.64 67.74 1.46 74.42 1.33 Note: *31.68 *0.92 *Side mounted hangar Note: di-Measured from south end of box it *41.68 *0.92 inserts for 2"Dia. For Box End Dioprogm details, ELEVATION hi-Meosured from top of box LATERAL RESTRAINER INSERT LOCATIONS - ____ telemetry conduit see Std. Dwg.feR430 Scale 1/2"= 1' 0" "IV 3 A DATE REVISION BY C. Sullivon REVIEWER STRUCTURE NO. SHEET m 4-0 AS-CONSTRUCTED Tor °"""E 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 08F Ai CITY OF TUALATIN _ Jennifer J er woad ,r OREGON DEPARTMENTBRIDGEENGINEERING Dec.OF TRANSPORTATION DATE2005 WASHINGTON COUNTY 25 c"`c"`"- DRAWING N0. cALc.BOOK BEAM SCHEDULE AND DETAILS 72630 oesicRER: Kelly Burnell Ex,,,„,: ..__... P:\0\00 01100000 4 8 3\0400CAD\CI\Tuelo l0n Bike Ped As-BNilis\Q0,10e DeTverobles\112120 C43 dw0 Jul 14, '007 10.00am Q'End Boom I t yp 1_ 5 Typ B , m #4 Hoop.... j --#4 Hoop" typ. ` �' 18"1.D. du c hile iron 00 j C — 8'Min. deck Sanitary Sewer force 7 {- � .Varies rm on and blockout / -f/4 EF /))) °' `_ 4 x spa e 11' I t --'�/T"'Dio. Threarlerl 1/ 1 Q Blackout for max spaced osr -18" Rods A307 shown- _ -2"Dal x/4"thick A307 + dm pipes j washy r held in place by / A30/nuts ff4 El @ 9"Max., m..- / typ. ea. end Bond rod as _ dy -6-.3/4"Dio threaded beam_Clip @ r. 2` necessary to -- -- --- rods A307 typ. Clip utility blackout— �,_. 4 Hoop ri miss()lockout 7- m _ -® - as neccesary to , clear utility',lockout /��/ \ -o_ F Dio. ()lockout • � � / - 3/4"'Dia. Dayton-R rhrnond for elec. conduit- m-� _ - _ �� F57NC inserts or approved SECTION -A r equal. See Dwg JJ72630 --- . ,-..— for spacing Scale: 3/4""- 1' 0" C,, '/a Di _O'" (A f!4 EF J 10"Dio. #4 hoop ET-- thre"adoedx ro4'ds ` _-_ A307, typ. 1"Preformed jt. filler------ B ----_-�--------/ ---2-#4 Hoops END BEAM DETAIL C 7 End Beam Scale: 7"- 1'-0" I 6" lc: Typ. I I"- o N0 te' __ I 7 18"'I.D. ductile iron I Hanger assembly For utility()lockout location in ' j ' -74 Hoop _, Sanitary Sewer force control line end beams, see Bent Dwgs. j main and hlockout ---- - --- I -8-1/4"Dia. Threaded -— ! j Rods A307 per boy, R,12 t See Dwg. #72630 1/Utility blockout __Typ. o for spacing. for elec. conduit I i� j 3-#4 EF .t. 0 6"Dio. ()lockout for elec. conduit--- 2'-1'" 2"-1'" Note: --_--- Dim en„ions in Blackout SECTION B-B 1 Detail ore normal to Hanger assembly control line Scale: 3/4"= 1"-0" BLOCKOUT DETAIL Scale: 1"- 1"-0" WI .A DATE REVISION By C. Sullivan REVIEWER STRUCTURE NO. SHEET n 4-07 AS-CONSTRUCTED r °RA" 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 9 CITY OF TUALATIN of 5 rc DEEGe0GHER: Amanda Blankenshp 7rOREGON BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY DRAWING NO. CALC.BOOK DESIGNER Kelly END BEAM DETAILS 72631 "4 ,,,RLs. :A0VODO 100000483V0,1000 ADAEl\Tu tik!:in Bike Pea ns-II I ISO DerveroWes V1 RBI 2-6•11.I,ct Jul 16,2007 10:00am \I - 24"Dip St eel _-- N ---. BEARING SEAT Pipe sleeves----- i ELEVATIONS FOR BENT 1 Box Tlevot on - - 1 ;„....8 ent =QBi q.53- rs- 1A 725 16 24'"Dio. steel e 1 2/zRetaining Wall, see Dwgs. Dp _ --J#72641&#7z64� - - �o - - hack allsee Dr tail"A", 1B 124.98 2" ACWS For WingJ wall cfetols, see "L"Line -6"D o. blackout Note ---- ----- Dwq . #72637&72638 y�Y-1: x °-xF in bockwoll for 4'" Devotions ore of top of \ �* , • die. elec. conduit concrete ad at the 5" Aggrcgatc -`. - • 3"Dio_blackout for 2' base- - p r •• _ intersection of the 7'-2/z Bock wall 60°-- J 1'-0' Fillet- d1a telemetry conduits "� �� - ;(4 Hoop for _.-- Bearing G and the Box G. 72^� #4 012 - a.i a. �i-..-.blackouts cool).. 1I lace of back wall Q;Bent 1 1 - #4©12"Cut ICI! --1 0 %z""preformed oe .._ � �.-. A y. ( 1 f [, __. T exp.Joint filler e P Brg _� } t .__.1.. :,•: �� 1 !;;l . •', - c Box of 24"d1a u _ - - 7 o /- "' N m \ 2'-0' 2 O steel p pes _. -. <• 2yz x 2-6 smooth _. ..__.� -7 Dowel see Dowel detail See Bearing Pod -- _.. 1" 8 4 ( J/4 72 Mox -- II Dw9 #72636 Place 1"thk.preformed - -.- . 1 Flostomeuc od detail, this sheet- - �N --- - -_ -- btwn.ben-rn cards, an rl T Rockwall Ties t72t P Ex t. filler- End beam expansion'milt filler Typ. ___-� J p.j 3"Chain ter- •- JH. -, Mtn Note_ --G Blackout&center of under end beam typ 2 rn/1� - �> Deck and roil 24"Dia. steel pipe sleeves -- 20 �_----r omitted for clarity BENT 1 PLAN \ 6 ti c (Looking back on station) �n °o� = � e� ---- -- -.---.. `� n \ U a Scale: 1/2' _= 1 70" ,- °a e, - \C t -�. .0..��3. _..:_ ', iF 4-JJ8 2-24"Dio. steel pipe "L"Line Link seal around 4'"conduit \ x� --J/5 C�12"EF Place 1"x 8"x 1'8" sleeve though bockwoll------ #4 Hoop each 1 /6"'Dio. blockout in bockwoll -------- -_--- -_--u __ elastomenc bearing pods s � 2 Oval blockout in End face of bockwoll--- for 4" dio. conduit z,• \ Bearing Seot Beam see Dwg.//72631-- -_,//4©17"• at each end of each box --s // (lockout through Layers ers of/z Elev., see table-- ��- 4 Tie bars, n10•' g -__#4.Place w/#4 - - y --_ -- `-------- �---- alt. 135°hook 2 Layers of/2"thick End Beam- vert. in bockwoll preformed exp. Edge of box - • as shown in preformed exp.jt. filler- To of jt. filler sl. 1.e? N bap kwan I BEARING PAD DETAIL �'` ea elevation eera detop I - - -3"Dia. blockout w/ Scale: 3/4"'- 1' 0"" ' - - 7"die_#4 hoop ET" Pour \ ---_ Compression-Seal, g5 Hoops" spc _- --_ 2'A('WS- A -Typo A' _.. ._-r-.. ______ _l sp EF g. _ ---J/4 0 12•, Mox. as shown -- _` - -_ a -#5 @ 12"La with -Const. t t O p V\ j. yp. .o / vent,bars btwn. �_ ♦ 4/4•• " � both sides a piles and of ends 4- 8 To - _ I` - r __.. -��/ 1 Layer of Y2". N t.� , U 11 P -' I r I I I I I -Conc. ad level preformed / --Remove existing ;al' N#8 In sheer key _- p ex t. filler-/ lornt material .�-`�> "� portion_ under beams P J �, .� _-_--__-- -#5 Ties spc, w/ DETAIL "A" - L-Ant #5 0 12', \ \..._. _ \ \ - \ \- \ \ __ vert. bars Granular Max. EF - No Scale -- wall backfill -- --�/—h a Place with - --$---- -4-y8 Place os shown #4 Tie bars 'j% \ \ -\-- horiz. bars each end Foce of conc.� a 3. placed as shown, _ \ \ ," olt. 135°hook--� ---T--- --- - /-#5 @ 12 Lop with �10' vent. bars btwn. ---PP 24"x0.5', Typ. -•--. --. _T_-_-_ piles and at ends ��_/ Hook around----� • El. 11/,86 horiz. &verf. 1 0 1-9 I'-9 .-..._-... ___._,_._ -. ---_-._.__. ...___ ,_ bars • o -_135°Ben d • (Level) #6©12"Max, EF N----- w/10"'leg 3 6 4-#8 BM, - �� -PP 24"x0.5", Typ. BENT 1 SECTION BENT 1 ELEVATION TIE BAR DETAIL Scale: 1"= 170" (Looking back on station) No Scale O Scale: 1/2"= 170'" onto REVISION an R. Elwood REVIEWER STRUCTURE NO. SHEET N n 4-07 AS-CONSTRUCTED nor DRAFTED: 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE o 7rooN DEPARTMENT OF TRANSPORTATION DATE CITY OF TUALATIN 25 O CR1CHER: Amondo Blankenship BRIDGE ENGINEERING Dee. zoos WASHINGTON COUNTY - DRAWING NO. CALL.BOOK DESIGNER: Kelly Burnell c.PiRcs. ____ BENT 1 72632. P.AoAcooTo0000483V04000 n0V:RVIvolain,li.,=i'ed AD- 'LAlodge DDT.,obleD\1I2:14—B12.l q Jul 16, 200] 10:OOao ----1. Line PP 24 0 625", Typ. //�� #5 @ G'Eoch -- - i\ Bearing pod,see into or bents pile LE --End boom _- Beorinq Pad Detailfn _ _ /5 Space m hown vl �`/ Y� ,� _ N _ ° _ _ 0............._...............................__. .....„...... ..... fv In -1 _ 1 �� � >.> �i',,' �if / �� U//� � ti -------- /JS each end w 1 ! / � <, i � r v space w -- — ---- _ -__ _ ///. m horic-rein( - ..-- -- •..._. -_...__ .__ N - -#8, Space os shown - JJ5 Stirrups& 1 �l Jo 1"'Thk \ -�Blackout tins @ 72 max __ preformed 1� - -- �-- -- --3""Chamfer, typ. SECTION A-A Pr p./t filler---7 77 2" II'2" Scale: 1/2-- 1' 0' I-- -1 Compression jt. Note Type A"", see Place 1' thk- Q Box Deck and roil - Std. Dwg.1BR140-- Q. Bent BENT 2 PLAN preformed expansion omitted for clarity joint filler btwn 2 0'" _ 2 0 �i� Scale: 7/2"e 1' 0"" bearing pods, below -- _ - -___-- _. S tiboom diaphragms and fl 8_ 4 �.I 12" /J_3 U-boys @ 4"FW under end beam typ - - Typ a MIn elostomeric pods i , splice (JJ3 vest born may be x I. ry TO - embedded in bent and bent \\ ,_ ,' �\ 2%2""Dia. smooth I ---V Preformed ° '' LI to form U-bors, as shown). - _ ��.� dowel see Dowel ( exp.It. flier tt5 �\ � � Detail on T72'36 i _....._ Beorinq'‘2 �TN["- j//ff� t/r'z7/ -Bearing Pad, see U 2 detail this sheet ima. CONCRETE BEARING REINF. DETAIL \ /See Conc. Bearing Reinf. Detail, this Scale: 1"" 7'-0" Place 1"x 8"x 1' 8'" ' _• - sheet Fdge of box F} 2-18"'I.D. Sanitary C Line elostomeric bearing pod �� 5-JJS Eq. r-----. -----Brovot, Seat Sewer force mains,see at each end of each box v\ spas. w/90° „ Elevations,see table ,Q Blackout hooks @ endsI details on Dwg.#72640-- H K BEARING PAD DETAIL101 4'"Dia. elec. conduit- S_I. 1.5Z ___ ___•_PVC coated ----_--' I / 5 Stirrups&ties Scale: 3 4"-= 1"-0" o _ -- F bt wn piles and at r� 2"Dio. telemetry / / N' a I I -•` ends @ 12"max. \ / / Nconduit o _ _ --See End Beam details ti -JJ Tie bar @ 24' 5s #5 spa. w/ _ on Dog #72631 IC� • honz. rein( Level- �� °� each end- \ x0 Level 5-#8 Top bars w/ °j a 3 JJ6 @ q apes EF . /,� 90°hooks @ends C-( r - r F r I I ( �I I J� ( ( Stirrups4_og©90° -- --- - &ties @ r..1 .-- hooksends, _ - ---- 12"moo. BEARING SEAT ELEVATIONS FOR BENT 2 place as shown 4--A- _ I I I ._ Box Elevation Box Elevation ----PP 24x0.625" A -_'+� IA 12S 56 2A 125.57 ���-- —- --4 JJ5 Fach end El. 12L26 Ir #5 @ El w/ties l - 6 @ 11"Eq. iB 125.38 26 125.39 (Level) @ 6"eo.pr/e,EF- s P cs. EF O JJ5 Tie bars @ 24'"I - Note,: -_pro to4-0 Elevations are at top of concrete pad at the ----------- 4-JJ8 w/90° BENT 2 ELEVATION PP 24x0.625", Typ. intersection of the bearing Q and the Box hooks @ ends-- BENT 2 SECTION WI Scale: 1/2".= 7'-0" Scale: 1"= 7"-0" /5 DATE REVISION tar R. Stone REVIEWER STRUCTURE NO. SHEET Di 4-07 ns_coNsmuclro roF DRAFTED. 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE of m CITY OF TUALATIN 7 r OREGON DEPARTMENT OF TRANSPORTATION DATE IN 25 "`R' Amanda Blankenship BRIDGE ENGINEERING Dec. 2005 TST �" WASHINGTON COUNTY a___.._. _ �_-_,_ CALC.BOOK DRAWING NO. BENT 2 72633 DESIGNER: Kelly Burnell E%1,,aEs._ --_-. P:A0V000 T 0000048JV0400C AU\E ETT\voioAn eke Ped AT et010,VA!:do ob)es\Tr 3 6•13r.'owq Jul 16. 200/ 0)000m "l_"line /''Bent K 9" 9�y" 9,93*,• ; I- e Steel Russ ---- ---- �t �- \ J --N- Bearing Detail BEARING SEAT 5 6"No. blackout for ELEVATIONS FOR BENT 3 1 • - 4'Dia elec Conduit- I- 7" xp.jf filler See Bearing Pod (..... _._ Box Flevo hon_- 2Yz""Dio. 2" 6""smooth-1 i/ ---Ste,loin(Detail, 13,Bn 60°-: g 2A 125.9(i dowel see Dowel Detoil - Dwg.//2635 4 Detail, this - r� iy _ on Dwg. 02636 --NIZQ 25.7 ` �jt"" r` �}` "s 1� "6 -- - - -- — -Truss floor beam �- m Note: f3eonng Pod, sI� Brg. - ..�,��'� �.°� .� irT detail the sheet -- 1 Elevations are at top of _-\ `O `� concrete pad of the c o -"- - --- - intersection of the1 Q Boating (ClS �' A-End beam -Q'Blackout 3" Q ° 4 ele otions,o see �\ _Beorinq Se-of 1 - Chamfer, typ. Bearing Q and the Box �� -ovation, see table 5 1 - o table this sheet- bo 71 2" 11 2" - i - o �...- • -r-11H cil Eq. 22" 4" - / --- . . spcs. w/90° I- - - - -- - - 5-//6 Top bars hooks©ends Note: 11 Box @ eq. spcs - Deck and roil BENT 3 PLAN _ / _ -- -- /5 Stirrups& omitted for clarity. 7 "-0'" • 2"-0" ---- .--- --. --. -I ' ties under steel Scale: 1/2"-= 1'-0' �- __... --- -- truss bearing -3,17,- 7'-8" 4", -Ploce 1"thk.preformed expansion v ------r - ----- '�- --- joint filler btwn bearing pods, S Typ. 1 •�_. yp z t a _.#5 Tie bars 024"" 2-'1 - gyj p° below beam daphrogms and end booms t p Q'Bent `n m I \ 1 iv c,L._ -®� ._ ��� -- - '--- N 7 I i 4 \...#6 @Eq. spcs., EF ._. .�-� o° `-\-._• A c,a \... I ties @ 12"max.l.- 2-18""LD. Sanitary "L"Line P Bearing -----4-#8 Btrn. bars w/ 47 Blackout 90°hooks @ends Sewer force mains, see \I I Place 1"x 8"x 7"-8" ' A Edge of box details on Dwg.02640- 4%2 ' t,- elastomerir,bearing pod is \,X� .. g PP 24XQ 62A \�� -- .", I - ' at each end of each box-- "\ Note: 9 4"Dia. elec. conduit--- / slope i s% BEARING PAD DETAIL _ --_. H' Slope See"'Concrete Bearing Reim° 2-D 2 0 ' Detail"on Dwg.02633 for '�-° ----- - -- Scale: 3/4"= 1"-0" concrete and steel truss bearing."" io D . telemetry N I-1 -� 2 - ---m---= --- �--Truss End Post Level I - -S-J/6 Eq. Truss chord BENT 3 SECTION 6-#8 @ Eq. 1Scale: 1"= 7"-0' spcs. w/90° 1 spcs Truss __ hooks©ends-� -• ---- ( � end post - -See Steel Truss details -- I ___ f _ -t-i- �_�_�._.__� I _�.._� _ base ploterd connection d I �l fofortruss 1,.x�3y•. _-I___ -._.- _. -- 1 --__ -_-_-- -I"Base f - hole - _I- -- 1 -I %2"Elastomonric bearing pod --- ---- 0 N A 11 . I - I" II I /1 - I �, I .- ---- -----i' -- - � -' A -i%z„Min. c c.pa El. 721.80 ._ __ // 6rT ---"----4S Stirrups& r� I 1_---Truss end post (Level) s G"Vert. ties C�12""max. _ -"- -"--- -# 1ff3/„Hilti HAS anchor 11416# Placew1 rods w/HVAv�> iles t EF- _.4.-#8 w/90° w ---` r� Z. _-I- �� _�� ( - adhesive system of EF"w/ties- 10•�10•• - hooks�ends --PP 24x0.625', Typ. � approved equivalent I.-? I AT FACE OF BENT AT CENTERLINE OF BENT -- ---- - —. N Not_e.' Note: — --- For Section A-A, BENT 3 ELEVATION End beom not shown, ----- -- see Dwg. #72633. see Dwg.J/2631 STEEL TRUSS BEARING DETAIL VIEW C-C VI= Scale: 1/2'"- 1' 0" Scale: 1 1/2"-. 1'0" Scale: 1 1/2""- i' 0"" A DATE 0 0slon, By R. Elwood REVIEWER STRUCTURE NO. SHEET A 4-07 As-0055TRucrcD Tor °"" E° 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 72 A CITY OF TUALATIN TOREGON DEPARTMENT OF TRANSPORTATION DATE 25 G",,,, Amanda Blankenship BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY DRAWING N0. s CALC.BOOK BENT 3 72634 DESIGNER Kelly Burnell cx,t,„, P_AoVosmTo0000403V04000AUV[B\reek',B,1,Ped As-f30f11eVr el,Delwerobles\VRB18-tile dwa Jul 16. 7007 10 01am Q Bent ,�''�, ( Bcannq pad,see - -See Joint Detail, 1"!. ''t`Loe-� I deto l this sheet ,� A this sheet �oo��U - 1" 37q, I� --See Steel in s Bearing HEARING SI AT / ,de 60°-A - Detail on D g #72634 Ill VA(IONS FOP BENT 4 1 - �- C Rip - - �� __ - o� 3r _levotro . I �, n o_ 4A 12b 97 2 Bent s �� o i I / --_\ - f1 - , c� v - --` el Detail _ 4B 77�/8 g' .-?2""D o. x 2" 6""smooth '�. dowel see Dow Br9 - C Blockout - m Note: Truss Moor beam- l Dwg.Jf72636 End beam i N Elevations We a( top of I -- -- concrete pod a( the ( Bearing Pod, see 9 93/4 9 93/4, A-3""Charmer, typ intersection o1 the Bearing Scot detail this sheet . - Bearing IT:and the Box Q'_ Elevation, see table �l 17' 2" 1 ..71 2 __ _.... __.. .... 22 4 g...!!(i Top bars--_ .� n. Compression Seal v Note) P Beams and deck BENT 4 PLAN Type "A", see Sid. 6-//8 @ Eq. sp s. w/Tr / l -- o omitted for clarity, Steel Huss deck- Dwg #13R740 90 hooks @ c Ids Scale: 1/2" : 1"-0" - ____ __ _ - ncte #5 Stirrups and I �_______ -� Cs;paon redeck 1 o ties under steel truss Scoring.____..._....-- ■ c o d. 5 Tic:bars @ 24'"� g E « `n m - #6 @ Eq. spcs.EFL l ' u f. l N ties @ 12"max.-- "---- In- 7 Blockout ._... 4-.J/8 w/90° I 2-78-LD. Sanitar VI ,II __..... ____ ---- - \ Y - I 1'..3/4""4. hooks @ends PP 24x0.625" 2"Dia. -' Sewer force mains, see _ telemetry details on Dwq. J/72640 - JOINT DETAIL �_/ --5-#6 @ Eq. spcs. Scale: 3' = 1'-0" conduit----� 2-0 2-0 4"Dia. elec. conduit- PVC roSLted_.“ SL 1.5Z I _ 4' 0" Note: BENT 4 SECTION \'i - See Dwg. #72631 for spcs.@ Eq. _ — End Beam Details Place 1-thk preformed Q Box spcs. w/90° - expansion joint filler x Bo //r hooks @ ends- I --Level btwn. bearing pods, \,, - .-,,,-., __- Place 7""x S'x 7'- 'p o @ 11'" below beam diaphragms ----"--V� — S T---------- elastomeric bearingpod and end beams typ.- Edge of box-ems �--af each end of each box each end ,/ 111&4111111111, ��jI7 __ _-.- '— �_. NSMIllialLik17 s� U o El. 127.80 = --_- .- ~-�__f/5 Stirrups& �'I C F ties @ \/; ties @ 12"maxJf/ / ,? b - 6"of piles,EF- #5 Tie bars @ 24"" -yp. -- 7 II- 4-� \\\ PP 24x0.625", Typ. 2.0„ __2 0„ 2 0 2, 0" 4-f/8 Btm. AT FACE OF BENT AT CENTERLINE -- -�--- -------- Nate \ bars w/90° hooks @ends-- Note: OF BENT ,Note ,2 Note_ , 2 For Section A-A, ....-_�__ BEARING PAD DETAIL See iConcrete Bearing Reinf. BENT 4 ELEVATION Blockout is not normal to"L"line, see Dwg. #72633. Scale: 3 4'= 7-0"" Detail' Dwy. #72633steelt /or Scale: 1 2 = 150" dimension shown is along tC Bent / - IV / � concrete and steel truss bearing V A DATE REVISION BY R. Elwood REVIEWER STRUCTURE NO. SHEET SHE f 4-07 AS-CONSTRUCTED mF DRA"E° _--- - o At 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 13 CITY OF TUALATIN of - OREGON DEPARTMENT OF TRANSPORTATION DATE 24 25 G"EGkER Amanda Bionkenship7 r Dec. 2005 WASHINGTON COUNTY BRIDGE ENGINEERING - --- - DRAWING NO. CALC.BOOK Kelly Burnell ____ BENT 4 72635. % DESIGNER E%PIREs. !'V0VOM 100000483\0,1000 ADAI.BV1Ddo t,1 Bike Pea As—¢antsVBridge DeilvcrobiesV'n2V20—Al$ON Jul 18. 2007 to:01o,n Type"A"Compression seat Q Bon[ -Q'Brg. �-Rr taming Wall, I foyer of 8 \ 1 2' '�� ea Dwgs. g2647 _ preformed exp. 0 / 2 ACWS & /2643 24"D 0 Steel JJ joint /filler Bock ull Pipe sleeves-- _ � _12" Yrr c o ---For Werewolf details, , C_ Jf4 @ 77'"rnax. "1"Line-- 9 see Dwgs.JJ72637 _ 7 4 @ 77"Cut at 70°Q;Ben( - Tan y ` ,-.�" 7'-0" Fillet- &JJ72635 ....- ...,___. __ y 2'p di0 steel ---.-" Chamfer �/ J/411oop for 74 die. steel pipe Pp,, 10 slec <s each face o(back wall c sleeves 7'-2Y7"Bock wolf-- _�- 7' 0,. i / 2h x2'-6" ' - "•-` smooth dowel / -pi Dileo. steel Blackout - _ -70%2" 10%2" see Dowel Detail - Pipe sleeve , 2 . - -- - — See"Concrete Q Bent= -T '_ -"- max- ;, Ste, �o c o 22" 1 8"' Place 1"thk. preformed Bearing Pein/ r,I r.�. c, � ® Q. Big. ,v�..i.. ..•� �- i' T expansion joint filler btwn. Detail", D g 1 Bearing oil P " m (E Box Tyr.). __, -Const.jt. " - O1 � �--� beannq pad, er b�am JJ/2635 � �g � /� IIINIMIL / and diaphragms and endb- m, II JJ5 Ties @ 12" -- / typ. Q.'Bearing - - - __ -2"Dio telemetry --_ _ -ti Bc 1r ng Seat conduit blackout--. - N' -- / - - - -- ---22/262 jx`-2n !7/ 'c 11ev., see table / �� ro --End boom - ._ L- Note: 1 - i U BENT 5 PLAN ». �r .1 a :� o /. w Deck and roil � x - ," U ,- U hooks©ends -� omitted for clarity. ------.-- y EF- Scale 1/2" i"-0' 71111 -----Place 2-7'"x 8"x 1"-8" ___ __-_ _-__ Grout space btwn. ,t Blackout throughelos tomerie bearing pods JJ4 Tie bars, al( 135° - I pipe and hole----- end beam- --24"Dia. steel pipe // ...__V, __. at each end of each box hook, see detail on / sleeves through bockwoll Edge of box Dog JJ72632 CSr A ne-- /4 @ 12"max. cat at BEARING PAD DETAIL I /70"" , 2 Dia. telemetry 24""Dia. steel pipes oo C-g conduit ---- - For End Bcom Details JJ4 Hoop each PVC canted see Deg JJ72637 -- face of bockwoll--- #4 @ 12" n 17'" Scale. 3/4'= 1-0 i0 7loycrsof6"" preformed SI 1.5/ t7- 05/8*, -Top of bock wall _ JJ6 @ 72"EP•--- exp.jf. filler �....__. ,-- ...._ . ___, 'A / __....JJS Hoops, spc.\.. Bearing \ as shown 1 , -- L ��� #5012"Lop with -6 _ x v 12" sett. bars btwn. 6 -- — 4"dia. elec. - a �, conduit- `-.� _ 6" piles and of en ds-- To w/link seals /': 1 v�—Level 3/a"Di.x 1" J v i J - °' 1 2 x-Level thick expanded .� Fill remainder of hole N N a r x Const.)t typ polystyrene plug-- 1 I. w/non-shrink grout c> J/5 Hoops, spcboth sides 2%a"x2" 6"' g"p - s as shown-__. I I- I j I 1�1�I. �-h-� I teas J S smooth dowel-- [ 3 - Prest. box I 8In shear "-- _... _._- _ _'' Exp. Jt Filler 17 max. 1"Elostomeric II ._ I Granular wall key portion- BEARING SEAT back fill J5 @ 12" \ \-- \ \ -- -'- --JJ4 @ 12"max. bearing pod-- ELEVATIONS FOR BENT 5 / @ 12"max. - ---- - — -4-JJ8 w/90°hooks @ max. EF---% ---' ----- .-I Box Elevation Jends spc. asshown #4 Tie bars placed as shown, \ \ \ \ ` - _ --Drill 3"ilia.hole. —_ A 125.50 alt. 135°hook, _ r �JJS Lap with serf. plip 4 --%�--/ `-PP 24xQ5; Typ. - --- 48 725.38 see detail on bars btwn.piles - I _ __ Dw 72632---7/-- -- - --- - - / and at ends "... �.-_o->- III„ ° Note: -_--_ --- LI 178.34 `0 A Elevations ore at top of ____.__.-___ _ — ���.- — ----� -- 4 concrete pod at the (Level rv----- ---- V intersection of the 4-JJ8 Top&btm. w/ -#6 @ 12'max. EF g a'and the Box Bearing 90°hooks @ends --- � <• ,__�'&--PP24x0.5", Typ. DOWEL DETAIL BENT 5 SECTION +Note. Scale: 3/4"= 1'-0" Scale: 1"= 1'-0" BENT 5 ELEVATION /1 Blockout is not normal to 'L line, Scale: 1/2"= 1"-0" dimension shown is along,Bent 0 A DATE REMSDN By R. Elwood REVIEWER STRUCTURE NO. SHEET 4-07 AS-CONSTRUCTED TOF DRAFTED: 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 4 __ TOREGON DEPARTMENT OF TRANSPORTATION DATE CITY OF TUALATIN 25 CBECNER` Amanda Blankenship BRIDGE ENGINEERING Dec. Zoos WASHINGTON COUNTY DRAWING NO. CALL.BOOK BENT 5 72636 DesieNER: Kelly Burnell Exvmes. - .-- I>V0V0D0100000483Vcao0cnoA:BV7 Nolo•in BON Ned A,-BuiIt At7naos NON,7l6es\T21322-V N.dwy aw 16, 2007 10.01Nen l� Q bent 7 Boot 1 bent S \ 7 bock wall rc�rnl, .- _._._ A --Typ. bockwoll rernf.,. r -•T yp. backwoll feint., YP - _ ' ' see Dwg.//72Ci32 see Dwg.J(72637 .-_ _ - sec Dwg.JJ72636 • /J7 @ V / J/7 C+�12""in corner slik �'-o"Fillet rn corner .___J/6 @ 18'"FF ,� -/jG @ 18"EF 7'8"" ,' 1 0 Fillet 6@ 18""f F 3 /I 9" Curb _.._.. _._-- is c. shown \11 2 #6 Top boss w/17"" - 1 _ —__ -9 Curb b //8 Vcrt b ns Curb 8 Vert bars y -//6 78 w/12 sp hook into bockwoll — _ 9"'Cb -# _ 2-#6 Top bars w/12" hook into backwoll 3 8- hook into bockwoll---, spc. as shown #8 C. os shown--� -- --- - __-- PLAN - WINGWALL "A" Nate PLAN - WINGWALL ''B'' Natc PLAN - WINGWALL C 6 Nolr: Curb rein/- omitted Curb renf, omitted Curb reinf. omitted Scold 3/4" - 7" 0" for clority Scale: 3/4 - 1"-0" for clarityScale: 3/4" =7-0" for clarity /...... .__-6""Curb 7-.J/6 Top bars ---6' Curb 4 EF. -- #4 ET/ of curb tc ���rnn, \\ #7 @ 72"" -#4 E.F. -2-#6 ,Top bars // J/4 @ 12"" N _ w/12`hook of curb Along curb --/f6 @ 78 w/12"" n corner-- of curb w/17""hook 9 iv Al @ 12' i� 7 8 into bock wall into bock wall---- D is.. Along Curb hook into backwoll J/5 Hoops, spc ._ _ El. 129 03'. ...- n J/b Hoops,�c. / Hoops, spcIIIIIIIIMFMENiniiiiiiiii CI 729_97" as shown-- �.. ���—. o shown. ._ ..._ ____.. .i1IIEi —as shown - s w -- --Const jt. Const.jh 1 #6 @ 18" EF-- Consr.jt. • ___.. --//4 012" N ___._ ' .___..-..-_ Along curb A/ B B I #6@18- _ J/6 @ 78'"EF . #6 @ 78"EF _........ \ --- 1 , 11 6 r 6 .__ T -- #8 spc. as shown I D 1 ___. ,___ ._____ _ ...-.#6 @ 18-EF D --//8 spc. as T 8 s c. as -_ #6 @ 18"'EF.__. shown shown ELEVATION - WINGWALL "A" ELEVATION - WINGWALL "B" Notes: ELEVATION - WINGWALL "C"*Elev. shown for For wingwall locations, see Dwg.#72626. C p Scale: 3/4"= 1.-0"" outside edge of curb. Scold: 3/4"= 1"-0" Scale: 3/4"= 1'-0- For Sections A-A, B-B, C-C,0-0&E-E, see Dwg. #72638. 0 A DATE REVISION or R. Elwood REVIEWER STRUCTURE NO. SHEET DRAE,ED: TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 15 Q 9-07 AS-CONSTRUCTED TOF 2D04S ir00N DETSPORTATIONDATE CHECKER: Amanda Blankenship BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY DRAWING NO. CALL.BOOK DESIGNER: Kelly Burnell „,,1„,: ALL DETAILS - 1 72637 .P.AOVODOT00000483V04000AD\era\10010 Bike Ped As-E It V'''A D f rublesVA l323-WWd,,0 Jul 16, 2007 10.01om Q Bent 1 Q Bent 1 / -Typ bockwoll ( PA/ rein/, Typ.bockwoll rein I., / I see Dwg. 1722t _,ee Dw 72632 C� _ -- _ -- / -_//7 012 / / in corner j ---.q..J/5 Hoops __ -1'-0"Fillet . 20 8-1(8 Vert. bors 116 @ 18"L7 - f16 @ 78"'(-1 8-118 Vert bo s z spc. as shown .,pc. os shown - SECTION A-A SECTION B-B Scale: 3/4"- 1' 0" Scale: 3/4"= 1'-0" Varies 3„ i 1/4 E.F. of curb io y 3 ._..74 E.F. of curb a3 a �(Q Bent 5 L ---Typ. bockwoll rein L, I -Const.jf. . i-'y see Dw 72636 w Jf4 @ 12" 1t> - -- 4@12„ / Along curb Along curb-- ----Const.jt. -#7 @ 12" in corner _ --- --/16 @ 18"EF --1f6 @ 18"LT 4-#5/-loops--- % -1'-0"Fillet —116@18"EF 0 ^ l �2 CL, tYP o 0 6-#8 Vert. bars spc. os shown— --116 @ 18"w/12" hook into bockwall #6 @ 18"- 3; g" SECTION C-C Scale: 3/4"= 1'-0" --Finished Finished ground ground o • Gronulor \/\ \/\ ,� \\ \ `� Granular \\ / "� wall back fill-- wall backfill- �\\/�\ 3"CI. 3"Cl.- Notes: SECTION D-D SECTION E-E For Section locutions, see Dwg. 72637. Scale: 3/4"- 1' 0" Scale: 3/4"= 1'-0' Vica F P/ eE3SION BY R. Elwood REVIEWER STRUCTURE NO. SHEET @ Q 4-07 AS-CONSTRUCTED TDF DRAFTED: 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE016F,Q CITY OF TUALATIN FOREGON DEPARTMENT OF TRANSPORTATION DATE 25 CHE".. Amanda Blankenship BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY II CALC.BOOK DRAWING N0. DESIGNER: Kelly Burnell EXP1Rt,, ____ WINGWALL DETAILS - 2 72638. P VoV000T00000483 V04000ADVLB\7uaiarn Bike Ped As—Bu'dlsVLade,'Deltverab3es\TR132a—RD.dwy Ali 16. 2007 iai5om (op Detail/ Top and btrn. ek/x 3""x W4xW4 L 3x3x/a x 2" --- C sop_is held ii place with I D-0 Mex `� See Post 1S 2x2x', Welded wire mesh self--topping g screws -See Post Cop r s C C (180°o>art detail �� YP• tYP• typ _ J I �°�' -- - -- ` -- yp.L 5x3x%x 2"t 4 -J - -See Rail Cap - L _ detail _Post TS�� I -•-'7- _ . 3 2x3Y2xYe I • -I llandrorl 1 2r.20'A typ (- I I -, Sc'- Detail A", typ. -- - s/4 Dia.hole in tubes for 28„ o - -- _.. -- _ _ 1 _ ,�' /T f - -Cop is held in place %a"dia.A307 bolt- -8-- -s/4"x 2Y2••Slotted . 1.. •I J with self-topping 3.• �P 1/4 holes in an les for `t ._ ._-. .__ _-TS 3Yz"'x3Yz xY4 Post, typ. -- - screws(180'aporl) L 3x3x3/ax2'r �- - '`/a•dia. A307 bolts I 1 •I 1 • I 1 .. 1 1 � 1 I .. l__ 61 TS 7_x2x/4- ,F ' i"�'- + 1 r 3 •• -!.5x3x3/ax2.. W J. I Top of deck-A 1=d' C I 7/a-- - -3/,; Dia.hole in tubes for _.. _ ¢ __ ` __ ___ ___ _ �'r i _-�h; - I Al f _ 3/4"dia. A.307 bolt. Bolts `D -,_ II -6 9- Top of ci b-� 11 d ��� are to be secured using `° 1, RI SECTION 'C C'> double hex nuts and ro I `O F'` �=j- _ woshers, allowing fence ��-� - Top of deck _. ---- ----Base Plate, '8---See Anchor Bottom o1 deck---/ see detail this J Scale: 3'"= 1'-0"' horizontal movement. Plate detail sheet Bottorn of deck-! Note: ORNAMENTAL PEDESTRIAN RAIL Ornamental roil RAIL END POST components to Scole: 1"= 1'-0" WIRE MESH ATTACHMENT NOTES: Scale 1"..= 1' 0" 1Y2 be block powder cooled. Provide Y4"/lore-bevel groove welds©72"connecting r 1/2 ` g top and bottom TS 2x2eY4 to wire mesh. Post TS /4 3/4' 3/8 3/4" 3Y2x3Yix144 - - --� -- --1 __- „r 1 1 Place and welded wire mesh on outside face of roil. �Hi I 1Y2•• 3% 3Y2 3% �t E L M 1 - - — Maximum gap between end of wire mesh and posts -- _ I "-) Typ. Typ. --3A••Bose plate shall not exceed 3 inches, r _- 6" I -TS 2x2xY4 %4"�LY4•' ) --I 3/4^1 13/8• I I --1"Dia. holes for VI W SIDE VIEW J. • � embedded concrete ---- -r - _______ anchors(A325) -Welded wire mesh i� --- 3 -• 3x3xW4XW4 --- --- - o -_"" L 5x3x/ax2 f DHJ° r i t (or L 3x3x3/ex2•')- ' I D °u n v -..TS 3/2x.3/2x/4 I I TS 2Y2x2Y2x3/a a O - --Q/a" <TYP 1 °o TYP�---,- -%4"Dio. hole for 5/a"Dio. "t -Ts 2x2xY4 ----Y4V ._1._. _I_ E" TOP VIEW TOP VIEW L /9""Curb •• zinc drains A307 bolt ° BASE PLATE DETAIL - —_.-___1 DETAIL "A" RAIL CAP DETAIL POST CAP DETAIL 1 .-. Scale: 3"= 1'-0" _ x I Scale: 3"= 1"-0" Scale: 3"= 1"-0" Scale: 3"= 1"-0" ' 3/4x7x13 Baseplate see _ TS 2/2x2/2x/6 g° =- 6" r 1 3 �._ detail this sheet Post ---- 1' 1" ---- TS 3Y2x3Y2xZ4 TS 2Y2x2Y2x3/6- „ -•Handrail(TS 11/2• 10" ITS IY2x1Y2x%4-- 1.. %4 1 2x2xY4), typ. ---Non-shank grout I I - ry Typ-.1 Typ Typ. s Leveling 3 .. Welded wire I I Q/4 /a"Anchor plate nut_.- Z- 7"-4'x /4 A3Z588, cone. embedded mesh©3x3xY4 I ---Handrail _ IBM - '� anchor bolts I 1 TS 2x2x%4 i----- ---- I. 1"Dio. holes(or .L _ 1■I _ __ "' - Y embedded concrete L.Jr� vii -- lQ S/ax3x13 I -- r III --- -- -- anchors(A325) s� Anchor plate I I TS 1/2x7/2XYa r=' .186!1 1__,/L1 _1Y2" Post TS `- V 3Y2x3Y2xr4_ ANCHOR PLATE DETAIL SECTION "B—B" SECTION "D—D" SECTION "E—E" Scole: 3"= 7"-0" Scale: 3"= 1•-0" Scale: 3"= 1'-0" Scale: 3"= 1"-0" WI A DATE REVISION BY T. Fleming REVIEWERSHEET g STRUCTURE45 NO. TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 17 e Q 4-07 AS-CONSTRUCTED TOF uanri[D: 20045 CITY OF TUALATIN OF 1 OREGON DEPARTMENT OF TRANSPORTATION DATE X 25 p ,� BRIDGE ENGINEERING WASHINGTON COUNTY -�---arzca[x. Amanda Blankenship Dec. 2005 --- DRAWING NO. CALL.BOOK DeBcnea: ORNAMENTAL PEDESTRIAN RAIL DETAILS 72639 Kelly Burnell c,rmcs. -.--- R.A0V0DO 1 000004 8 7\04000 AlA fb41oolo tln like Ped As BridPe Del'vcroblos 4FRB UTIIJTY DEiARS.dwy Jul16,2007 10'.01so It Qen(3 Q Bent 4 _ A Banger assembly _ =v / , 0„ -I L. � . / control line--- M b o "< �- --------- 8- --Truss floor L. Line __ beam W 14x43 C • ,, °_ •I neoprene -3/4"Eye-bolt for lateral o N N S'8 r D v+r uP support cables Note n Con free for to verily „ " hanger assembly Steel Tri ss - -- =l_o feral /7' 8 18 18' 78 78" = ._-_..- offset through spun floor hearn ( -68 restrainer Lengths of pipe chord 3. Offset controlled � by location of pipe '/4"'Eye-bolt for a � cable Q UTILITY PLAN SPAN 3 Y Turnbuckle, t 0 LB&A Single nbuckle joints spaced 078" --' lateral support YP �Aa pipe roller or No Scale cables- ---- --Lateral I I A approved equal -Lateral restrainer restrainer 1 aterol restrainer �- -- cable A or C Q Qent 7 Q Bent 2 Bent 3 Pint 4 eat 5 cable"13'" -Lateraf SECTION A A able "A" I I I I I SPAN 3 restrainer Scale: 3/4'= 7"-0"" cable ""C" AP;pa \ I Cable"A' Cable "C" N. Lateral restrainer -Lateral restrainer -' "I_""fine- cable""B"' C. Elev. 127.40 Elev. 127.40 3/"Eye-bolt for loterol F� Y -Lateral restrainer �� Cable "B' Elev. 12/00. SANITARY SEWER FORCE MAIN PROFILE restrainer cables------------ I cable"C — LATERAL RESTRAINER No Scale I CABLES SCHEMATIC Notes,_ 39""PC/PS Box Lateral restrainer cables"A"and"C"to loop from Beam, typ.---\ ! inserted 1-bolts around a single sanitary sewer force main pipe, Cable"B"to loop around both sanitary sewer - - — - Pipe= force main pipes gym . __ -,- -Hanger assembly a I i ¢Inserts See Dwg. #72627 and#72628 for lateral restraint insert �- control line. 01 A"5NC Dayton/Richmond7"1 a `.� \ locations. F57NC inserts or approved i/8"" i�/p 18""I.D. force mains equal, t �1I� A stainless steel q YP - 7�/s" 245" 11 2414 3/4"Dayton Richmond F 52 Turnbuckle, typ. Lateral restrainer cables to be galvara+,�ed. I 4"" - --1 f-- �j�- _� -IR,"Dia. Dayton/ thin slob or equivalent. Min Min required tensile strength of restrainer cable is 3.5 k %2"Dio. Da ton f� Richmond F57NC tension 3 5 k -------- ------ SPANS 1, 2 &4 Y / Min. restrainer cable diameter is 34s diameter. Richmond F57NC inserts or approved inserts or approved equal LATERAL RESTRAINER SYSTEM DETAILS PP 1 III 1 Protective neoprene wrap to hove a minimum thickness equal, typ. ----- h _—All hanger thread Scale: 3/4"= 1'-0'" of Y4"and a width to extend 1"outside of the lateral LS•• N 9/,I 1� '! 1- rods use Grade restrainer cables 2"Dia.PVC coated - �` ` , 3- A307 steel --2"Dia.PVC 1coated steel steel telemetry { �s �''�-- h telemetry conduit conduit ve LB&A ..e\ 2-18'"I.D.Ductile I �- or approved equal PVC tooted I Iron SanitarySewer 4 -Box 4A PP q 4""Dia. Galvanized- t I Pipe _ �aries Varies I 8 0" 8-0 Varies _ clevis hanger - Conduit I force mains Structur � steel-elec. conduit on LB&A or approved 6" ' -- - .. i i. ... 2"erinnel pipe PP I 20"LB&A single roller stood or equal clevis hanger - 3 I pipe roller or approved equal-- *-'/2'"Dia Dayton/ Note.. 3'-3/a 2"-8/4 approved equal - -�. -1 gyp-- Richmond F-52 thin slob For hanger assembly control line ---- - - - -�; -- ---.--.-- --...--�-- ._-_.__._- .__....-....-_ insert or approved equal location through Span 3, see Utility _�----;� — _-. S"� Plan Span 3 this sheet. HANGER ASSEMBLY DETAIL \ Hanger, ty�7 Fore: Lateral restrainer TRFLEX Joint, typ. ��18 Dia.I.D. Pipe 1 Sx,3x%4x3 For location of insert on Scale: 1/2"_= 1"-0" system, typ., see -/ 16"-0", Typ. beam, see Dwg.#72630 detail this sheet ` -- I Note: -- 18' 0 Pipe length, �'P t For location of side-mounted p9 hangers, see Dog #72628 PIPE HANGER SPACING (TYPICAL) Norte: For location see Dwg. SIDE MOUNTED HANGER DETAIL a No Scale #72627 and#72628 Scale: 3/4"= 1'-0" n ,-A DAw eEms0N BY C. Sullivan REVIEWER STRUCTURE NO. ----- -- .- SHEET m AS-CONSTRUCTED nr DRAPED: 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 18 CITY OF TUALATIN of " ___ 7 1--OREGON DEPARTMENT OF TRANSPORTATION DATE WASHINGTON COUNTY 25 c.c., Amanda Blankenship BRIDGE ENGINEERING Dee. Zoos DRAWING NO. CALC.BOOK 05555ER: Kelly Burnell E„,os. ---- UTILITY DETAILS 72640 P:AOVOD0 10000 04 8.1V0400CADAIII /Dial,1 ?ed ns--.J AA6lidye De. :roble:A lA11121-wif.dwcs Jo.16. )007 10.160in v i° 1° r '': v 1, °' 1, I, b o ,_' rn N `�' o v \ .i.. ---(finish grade(70 o „�N N c S m 2 hack of wall uo_ .=iu �.�� �" U°',0,1 U v -Concrete Sidewalk 3 t o )_ AN a v c� ! Coping w/Ornamental ",2 .l o °+ ° 1n �= 13 11 ° �_ Pedestrian Roil u o �' U — 130 o Block Wall ° b 0 I1J e, Li. 12J 76 i -i "I. I 1-I 1— f .1-- W; , --- 720 1 1 1 L -I I - r_ I _ _.�- Top of Wall l l 1 I 1 -1. I 1 —I 1 i l 1 1 1 1 1 I , I-1-1 1 1 1 1-I ( 1 FI_ 1of Wail 8" ': / ,....4__B Finish grade 0 770 Bottom of Wall face of wall El. 118.55 _eeDog #72643 DEVELOPED ELEVATION "SW" WALL (Looking East) 00 WALL CONTROL LINE OFFSET 8.75' LT. OF 't" LINE Scale: 1'-10'-0" Note: Wall profiles are shown using a Modular Block retaining wall os detailed on Dwg.#72643. For an MSE retaining wall alternate with cost-in-place concrete facing, reference information on Dog. #72644. -,J- o ;.a . ° ") 0 v v o� N c N U 41 `N ° '0' =+ O. See Dw c,7�" `04 °v W _ro - #72643 Finish grade 0 °d,° °+o g. a+ o 1-1 ��J�_ � 130 fbackolo . I . a, o m U back of wall '-' f W �� - Concrete Sidewalk 130 m-'7' m I I _ Coping w/Ornamental m.1 Pedestrian Rail -- -�- --- _ Concrete Sidewalk Coping . 120 _ _ „ w/Ornamental Pedestrian Rail .c_ Modular-- _ L 19f 14.04 ,°,��- r "" -- .-.._I = Block Wall --- 1 - El. 722 58" 120 1- Modular Block Wall o e 'L"14+26.81 _ _ - - - -- - - Y"19+11 66 El. 727.86' -----...-. _...__. _. ._._.. o_ 110 p El. 720 17_' — ---- m- Bottom of Wall _'_.'..,--.II--.. '-_ "L"14+29.27 W- El. 112.74 - 'C'197 0929 _ 110 hi. 119.40' Finish grade Ac El. 177.66' Bottom of Wall 4i_ face of wall - 700 Finish grade!� -14i"31.73 - El. 112.05' face of wall El. 19+02.16 El. 116.94' El. 715.20' _---100 I_'74+68.60- "L-14+39.10 -- El. 712.0.3' - "L"18+97.41 El. 114.49' El. 112.74' DEVELOPED ELEVATION "SE" WALL (Looking West) DEVELOPED ELEVATION "NE" WALL (Looking West) WALL CONTROL LINE OFFSET 8.75' RT. OF 't" LINE WALL CONTROL LINE OFFSET 8,75' RT. OF 't" LINE Scaler 1"=10'-0" Scale: 1"-10'-"0" IO G _ a I,A, 0511 000SIoN BY J. Hammond REVIEWER STRUCTURE NO. ---DRnrrco: SHEET n �-m as-coNsrrzucieo roF 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 19,� TOREGON DEPARTMENTOF TRANSPORTATION M. odour BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY ---- -- "- DRAWING NO. CALC.BOOK DESIGNER: 71 Ashburn ---- RETAINING WALL ELEVATIONS 72641 P_A0V000100000482V0400CA0AII3\iuo4olln 81ke Pod As—I3uflsVBihar Dekne'eobie3V1 R821—wD_dwy Jul 16, 2007 10 590m Hot Box Pump Guard Enclosum Ornamental Pedestrian Roil Post, l yp.-- Anchor per mfg. recommendation See Dwg. II72639 and detail this• sheet. Pi. ___. /• Wall 0i-36.88 -- ____. _____-__-_----_--_________ -.---{ -R=232' P-I /"" 19,0298 Handrail j Offset 18.00' LI. s S TS 2Y2x2/2x%6, 7YP 0 Jr Close heavy duty--- I /e"Dio. A307 bolt See Dwg. #72639 Rail nq -1=- spring hinge for metal See Dug.#72639 s P.I. ---.__ -_ _._..- ......Welded wire L5x3x-/ax2 Ind/LI Wall 0 12.29__.... -0000/. 6" P.C. none. gates. 7yp. of 4, Or mesh C0 3x,3xY4 4" 18 76.04 r` --_I slab on grade with Approved alternate, - n Ilstoll per mfr. - -- -- — � I 0/fsel 18.00' L 1. 4@76" o C eo way p' t I �� centered in Slab. recommendations. ep �__ 1 � , -i-'O . .__- 1 �iw)�� -._f.r - — _- w - -- - - - - -- - 1\ Henvy duty gate I 1 _�. I� -- -- - - - lotd'I,key lockable. �• .__.... Install per mfr. r7,1 �, o I -_ - recoomendation. — w -_I _ ,. .m.. - _ connection details / /,, .....iiiiimm ii,/1.\ See Dug. IIIto I'l for post and JWa/1 -- FY----- Yi. - --__. . ---Edge o/ V JY9---- YY�..__. ___-- --_.- Fill void between bridge structure Begin Wall —'"L" line Wall 0,49.17 n II curb, typ. 7YP s/" II II �� and retaining wall will) concrete. Wall 0-i-00.00 "!_" 19i-01.98 II IIn II". - Offset 5.50' H. u u u u Place. /2 pre-molded �oinf fillerL" 18+76.04 --Pedestrian Rail Gate, n u u u between bridge and concrete. Offset 5.50' t.I. See detail ibis sheet '' -- -" 91/2„ Typ. 0, N n N ORNAMENTAL PEDESTRIAN RAIL GATE .-___ 140 ro,y N Scale: 1" 10, 0" 'J v - rn O N COW Nw vo W U, -W- U . N N r0 av W- 2-03 w N ec Qa0_ o+o + O + . 4 _o; c U -C3 0 0 2 3 I-_ �� o o v'-O 0 1 a 3%z 3Ya %z„ m3o rosI- 421- w3� c ov Iisti M Typ. TYP c — ---Modular M P 'p _ Block Wall to S Lit - 120 Finish grade @ o Bottom of Wall face of wall '.. a __ El. 123.32' See "9 .0 - Dwg. —Finish grade'72643 bock of wall ------------- --I- 1"'Dia. holes for w - embedded concrete Concrete Sidewalk Coping 1 anchors(A325) End of block at P.I. Shown Thus 3/zy w/Ornamental Pedestrian Roil i� ,� ,- --3/4"Bose plate --- 110 ---- ----- ---TS 3Y2x3Y2xY4 DEVELOPED ELEVATION NORTHWEST WALL (Looking At Back of Wall) Typ. 4' Scale: 7"=5'-0'. --3�"Dio. hole for Note: zinc drains Wall profiles ore shown using a Modular Block retaining wall as detailed on CORNER BASE PLA[E DETAIL ���� Dwg. #72643.For on MSF retaining wall alternate with cost-in-place concrete facing, --_..._-_ _-- reference information on Dwg. #72644. Scale: 3"= 1'-0" O ,,, A DATE REVISION or J. Hammond REVIEWER STRUCTURE NO. SHEET — TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 220 , '� �j - 4-07 AS-CONSTRUCTED TDF "''"' 20045 CITY OF TUALATIN 71-OREGON DEPARTMENT OF TRANSPORTATION DATE 25 CHECKER M. Odom BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY - DRAWING NO. CALC.BOOK °F°ER. T.Ashburn RETAINING WALL NW PLAN, ELEVATION AND DETAILS 72642 r.AoV000m00004a3Vo400cAS\Li Thoto0n Bike Psri As-[BBB,:\Bridge Deliver obles\1 r20—wo.d,N J°i 16,2001 10:o`wn -CIf'cone. wall coping. • 1 i 30-x30-x60-(nom.) Precast Concrete Modular Block Units. Z RETAINING WALL GENERAL NOTES 7. All Material And Workmanship Shell Conform To The 2002 Standard Specifications For Highway Construction Of The Oregon Department Of ._. ._.......... .__.._____ _ -___--- -._ _____._ -_-_ Transportation(ODOT), As Supplemented By PREFABRICATED MODULAR The Special Provisions. Pedestrian rzail,-- RETAINING WALL ASSEMBLY DETAIL see details on 2. The Contractor Shall Be Solely Responsible For All Excavation Procedures Including Lagging, Dwg. J/TRB16. 9•• 1• •, N.T.S. Shoring And Protection Of Adjacent Property, CIP conc.- Structures, Streets And Utilities In Accordance wall 9 co in With All Notional, Stole And Local Safety Ordinances. coping. x 3. All Erection Procedures Shall Conform . ` •r O sl��4 Cont. To OSHA Standards. s j o", 4. All Cost In Place Concrete Shall Be Pedestrian loth 3 -• <* see details on sht 2. Class 3600-/q [/ Pedestrian Roil, 5. Submit Shop Drawings For All Concrete Reinforcing ,n ->• • see detoils on I�- R ' ]t I� i}[ 71,� To The Engineer For Review Prior To Fabrication. . .._.__._ � _ - Dwg.fJTRB16. g„ 1• g„ o CIP conc. wall coping. - — 6. Drawings Indicate General And Typicol Details Of Construction. Where Condition Are Not Specifically 5-. Indicated But Are Of Similar Character To Details * Shown, Similor Details Of Construction Shall Be Used 1/4 @ 12"O.C. 6� �, < < o v .S os)shown. Subject To Review By The Engineer. _— ° ti, 7. Foundation Excavations Shall Be(_zomined And e Pedestrion Path, Approved By The Soils Engineer Or His f/4©12"O.C. ° ° n�Granular wail bock/ill. l see details on sht. 2. Representative Prior To The Placement Of Any la ce Center in concrete - r - - Incidental to wall const. Reinforcing Steel Or Concrete. See Project • ei, °?S 1S ��I�,�-.��, catrons And The Geotechnicol Report For _.�? ,, Material And Method Of Compaction And Bockfill. 30"x30"x60"(nom.) Precast Concrete Modular Block Units 8. Provide Cover For Reinforcing As Specified In with smooth faced 5^•' ACI-318-02, Section 7.7.1 As Follows: surface. 4 @ 12"O.C. 0' Concrete Exposed To Earth And Weather: 0Granular wall backfill. #6 And Larger Bars: 2'4" ` Incidental to wall const. #5 And Smaller Bars: 7%2" Finished ' ° 0 - _ c ` Concrete Cost Against And Permanently ,!, #4@12' O.C. ° g ground A ; o .0 Center in concrete o Exposed To Earth: _ ._. a,., : �, All Bar Sizes: 3" ' ° Type I drainage 30"x30"x60"(nom.) Precast Concrete 9. Design Values Modular Block Walls: geotextile. ° �. Type I drainage geotextile. Modular Block Units (Token From Foundation Report By Foundation \ g with smooth faced Engineering,Inc. Doted 10/5/0S) ° ° --•-0•• surface. ® 1•-0'• Underlying Soils: 9,=28° 2€ 120 pcf "` o •o Wall Backlit': �=34° 2€ 730 pcf Ko=0.26 �n • 4•"dia.perforated Finished 4•"dia.perforated - drain pipe wrapped ground drain pipe wrapped Equiv. Fluid Pressure=32 pcf P p pp .__.- Allowable BearingCo ocit -4300 sf 1 6• 6^ in type I drainage P y- P o �__ in type I drainage6,• 6 geotextile. Slope eofextile. Slope j�` G. " go. to drain Elevation 6� � � > � ��,,��{{��� �� to drain Elevation I,o�T� J ,7f€ ( JXF,Y� ;� f� o c of pipe relative to of pipe relative to SECTION A-A bottom of wall varies. SECTION B-B bottom of wan varies. Wall control point- TYPICAL WALL SECTION Construct 1•-0-thick leveling pad Wall control point TYPICAL WALL SECTION -Construct 1'-0•'thick p]�(Q Scale: 1/2"= 1•-0'• with Granular Structure Back fill Scale: 1/2-= 1•-0" leveling pad with Granular C Structure Backbit, O Y A DATE REVISION BY J. Hammond REVIEWER STRUCTURE NO. SHEET A 4-m AS-CONSTRUCTED mr- °R°°°' 20045 TUALATIN RIVERBICYCLE ANDPEDESTRIAN BRIDGE of.A a CITY OF TUALATIN _._______._._.,_______ R FOREGON DEPARTMENT OF TRANSPORTATION DATE WASHINGTON COUNTY M. Odom BRIDGE ENGINEERING Dec. Zoos DRAWING N0. II CALL_BOOK RETAINING WALL DETAILS 72643 DESIGNER: T. Ashburn I'\p\0001.00000(E'I 0100CAD\tlIATualatirl Bike Prd As—Buills\Bridge Dcliveroblcs\FRB22—WO.dwq Jul 16.2007 10:02am A REQUIREMENTS FS /Finished Grade for GENEHiRAL way Construction cS and perform all work according to the 2002�Standard Specifications In alddi loaf to ttheTrequirements I sta stated in Rhe Cel rR lop a( / i'ovrde all rnoteriierol Notes, MSE alternates/options shall: wall truction and the 2002 Supplemental Standard Specifications of the Oregon Deportment of Transportation. Meet a minimum factor of safety for soil rein forcernent pullout of 1.5. CIP Face of --6, MSE wolf. - _ Design stroll conform to the requirements of the 1998 AASHTO LRFD Bridge Use the following loss rotes for galvanized steel soil reinforcement: - - -- Specifications with 2000 Interim. Zinc galvanization loss_ 15 urn/year for first 2 years _? - --: Zinc galvanization loss= 4 urn/year for subsequent years - - Seismic design is in accordance with the AA SH TD LRFD Specifications. The Carbon steel loss 12 um/year offer zinc depletion site peak bedrock acceleration coefficient(A)is 0.19 g and the assumed site - ... -. coefficient (S)is 1.2. For extensible soil reinforcements colculate the long-terra reinforcement strength ...-_. S;l4'fi' t. - --(Ultimate I edu State Condition)using Minimum Average Roll Values(MARV)and o J'B"(0 711 rnin� Provide reinforcing steel in accordance with ASIM Specification A706, or combined reduction factor to account far potent/al long-term degradation due to AASKFO M31(ASTM A615)Crode 60. The following splice lengths installation damage(RFiu),creep(RF0-R)and chemical aging(RFD)of 4.5. (7i-0 rain) shell be used unless shown otherwise: Reinter rx Splice I ehgths(Class B) Grade 60(feet/inches) Allowable tensile stresses in steel sail reinforcements shall meet the following limits: MSE WALL TYPICAL SEC N ---' Strip or grid-type reinforcements and connections < 0.551 Bar size JP i 114_ 8 F/ �[7 ,�f8 /!9._�jio f�11 �f14�f�18 p 9 - YI - - y Na scale Uncoated 7 0 1'-4 7 8°2'_0°2' 8°3 b 4_4°0 7 6i-9 Not Permitted At Welded connections of transverse grid members< 0.g8Fy No eelnesplices will be permitted in face of wall. All bons shot/have 2 of clear For extensible soil reinforcements used in permanent wall applications, use a global safety Live Load Surcharge, concrete cover unless shown otherwise. factor of 1 5 for ultimate limit state conditions. ¶l -(not less tillan 100 Ib/1t) 'rj>> I�t l�- -Dead t Surcharge, assume Do not fabricate reinforcing steel until final footing elevations hove been determined in the field. I[ 1 IIII 120lb/f('Seil Density Construction joints shall hove roughened surface finish. Do not trowel or smooth re de exposed aggregate into paste. Maximum deviation from plane surface shall be 7". GEOTECI _ INFORMATION: Neglect Passive MSE_ walls are designed for the following soil property values: Earth Pressure--- _ Density Internal Friction Angle Retained Material 720 lbs/It' 28 Degrees jinn-- f OR MSE WALLS Foundotion Material 120 Ibs/1N 28 Degrees 111 ----- -----S Cronulor Bock fill 130 lbs/ftc 34 Degrees Bearing Pressure. --Earth Pressure Provide a service life of 100 years for all components. —Surcharge Pressure (Note: Cohesion neglected for all materials) Concrete in cast-in-place(footings, stems, walls, etc.)shall be Class 3600-1% 3.."or PROJECT LOADING CONDITIONS _ Meet the following minimum factors of safety: Sliding 1.5 Level Fill Case Overturning 2.0 No Scale Compute allowable bearing capacity using a minimum factor of safety of 2.5 for MSE type walls for service limit state loading. See Special Provisions for Retaining Structure Alternates/Options. -CIP cone. wall coping pi g For extensible soil reinforcements used in permanent wall opplications, Pedestrian Path, use a global safety factor of 1.5 for strength limit state conditions. _ see detoils on sht.2. ULTIMATE BEARING CAPACITIES ° `" 0 Min Embedment Depth Allowable (below exstg. ground) 6 `B' (min.) (psf) (ft) (pcf) (ft) - __ Top of MSE wall 4300 2 120 pet 28° 0.7 H 754 __ // Forth Pressure -- Surcharge Pressure LOADING CONDITIONS AT TOP OF WALL VIQ No Scale A DATE REVISION BY J. Hammond REVIEWER STRUCTURE NO. SHEET Aljri a-o AS-CONSTRUCTED .. roc °^"E 20045 TUAL.ATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 22 , 1�OREGON DEPARTMENT OF TRANSPORTATION DATE CITY OF TUALATIN 25 J WASHINGTON COUNTY CHECKER: M. Odom BRIDGE ENGINEERING Dec. Zoos — -- .-- DRAWING NO. CALC.BOOK — encore. •T.Ashburn WALL ALTERNATE DETAILS 72644 P.A0VGDOTO000O 483V0700CADA116\oolelle -.ed As--130,tsVBrid aGiesVll f329—PIi d'q Jul 16.26)] 10-02um r— NOTES: 70"-0"" 10' 0' Attach corrugated panels to W8x18 -- --- -- — -- --- beams with y2"arc spa( welds spaced of ( Past 1/P&INft[ ( Post �` -�- �r Connect sidelop on corrugated panels by button-punching 36'on �- O ('S —(1 O �. r\ I center. ( r _' / �,./ _ / �.v / Chain link fence to be attached to 1 - outside Al posts and top beams at Q'(3 cycle/I-edestrian -_ - / 6 path- I------ a minimum spacing of 15'"and 24 5+00 b u c - ... 5-I-50 _- respectively. __.�__ —C, u a Da'" � r --- --._----h--_--_' m t __ 2 �-"N"Line Chain link fence,posts,N-Deck, I I and beams to be galvanized and - block powder cooled. (g• '5./ � / O 0 j._(,) O -I / See Dwg. /j72646 for pedestrian 0 protective structure details. PLAN Scale: 1"= 5' 10" 0" 20'-0" 10 o' 12"-0 3"18-Gage N-Deck Symm.Abt. Corrugated panels [-Top of roil or approved equal--- Post Q Post T � _ W8x18 Beam _. NWN]NK AN�IFI _- -. .� -�_. I Chain link fencing, ", 7 -- - 7 --- I ._. typ.both sides-- 1 y t 1 - I—� Slime / 0 TS 4x4x3/s Post \ • ( I (A500), typ.- ( I I `? ,'o Bicycle/Pedestrian c ished rode __ • ¶J/ Fn f II III lit r \ �/' 1 i 1 , 1 1 I ' 1'1 19 ✓> . I I:I % ''` -I I Ili I1 III -18"Dia. x 3'-0' deep concrete I,I I t ` ftg. (Class 3600), typ. .J - ItiI ELEVATION TYPICAL SECTION Scale: 1"'= 5' Note: Scale: 1"=5' For Vertical and Horizontal information, see Civil Pions. I O v A DOTE REVISION or C. Sullivan REVIEWER STRUCTURE NO. SHEET TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 23 4-07 AS-CONSTRUCTED Tor °NAf`o 20045 OF A F OREGON DEPARTMENT OF TRANSPORTATION DATE CITY OF TUALATIN >4 25 C11FC1rR M. Mitchell BRIDGE ENGINEERING Dec. 2005 WASHINGTON COUNTY CALC.BOOK DRAWING NO. --- 0FSI1NER KeiryBur„ell E,,NEs, PEDESTRIAN PROTECTIVE STRUCTURE 72645 P.VoVODO100000486VD4DocADACt! iuolatin Ake Ped A,—Molls ABridge Deliverables\Iaf3.",o—Pu.dwq Jul 16, 200] IO 02Dm / Corrugated pone) Corrugated pone' \ - \\ //.. W8x18---� 5/6'"Mo. holes thru bottom flange -" 1%2 7" 4 10 and Y2".plate - h till __..,If 1 I 1Y2" -.-�r/ S 4x4x3/6 I' — I -_ ' 02," - 1 P ��. T ti./ Ual w oshecs -� Typ. %-I346 hole, typ. > 10 Yi Ip Noe // N Dolts Y2""ASO/ 1" Conc.pad °Il__IL, - For connection of c� ated panels, see ,io V ---10x10x%z""P �� I �� 70 4x4x/6- p notes on Owg. #/2645 aB �,, <>2- �'l� �__. EIS{ ..._.._3evclinq nut PHi _--�-- � tY,," TOP GIRDER TO COLUMN CONNECTION VIEW A-A 70"Min. /4 Anchor bolts embed.---- u� .� 0 \ }._ Scale: 3"- 150" Scale: 3"= 1'-0" ----2"Square Y4" thick washer } • 18"Dia. x 3'-0" Y2"Plate--- I---- 3Y2"" deep conc. footing deep Dio.x. foot ti I-- de conc. footing r'` TYP\ #4 Hoops©12"------- (Class 3600, typ-) _—__ — %-4-#4 Placed VIEW C-C {I>- O inside hoops Scale 3"_= 1'-0"" Eil COLUMN TO FOOTING CONNECTION — Scale: 11/2'"= 1'-0'" s/e"Holes in plate SECTION B-B Scale: 3"= 1'0" "V A DATE REVISION ©e R. Elwood REVIEWER STRUCTURE NO. SHEET ---C-- TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 24 A - --- DRaE1ED: n, � 4-07 AS-CONSTRUCTED WE 20045 � FOREGON DEPARTMENT OF TRANSPORTATION DATE CITY of TUALATIN x 25 — — WASHINGTON COUNTY CHECKER M. Mitchell BRIDGE ENGINEERING Dec. 2005 CALC.BOOK DRAWING NO. DESIGNER. Kelly Burnell E„,REs, _-__ PEDESTRIAN PROTECTIVE STRUCTURE DETAILS 72646 P:\0\OD0100000483\0400CAD\IB\Tuolotin Bike Ped As-A lls\13,.dge IS ambles\TI MA A, Ionst meted-WD_Revslon.dwq Jvl IA. 2007 2-S9prn 0 '7"Line Path _�..� 40" 0"' t xtg. .. __.__ ..._ ._...... .._---I xtension J_ 10'-0" :rot I _. .._ Extension E 44.%._ ) _I_`, (1z (9.3 Cxtg. edge ofpoth E _ S. end of MSE wall- Extg. edge a peelh _ 6""II"Pile- _ N. end of MSE wall 4�U U_{ SOUTH END RAIL EXTENSION NORTH END RAIL EXTENSION Na Scale No Scale" ,_0„ GIr1 Wire mesh -- 4-#4 Tongit. �_- _____ � Stirrups- Vanes 9' 401t long 1'-0' -Proposed„curb s __-- r ne - Wre mesh-- 4' Ext -/ 9 ./78ck Wall 14� T, Force maim ~.._-.- #8 6"'"H"'Pile- ZO" -rrT SECTION "A-A" SECTION "B-B" SECTION "C-C" SECTION "D-D" Scale: 3/4"= 1'-0" Scale: 3/4"= 1"-0" Scale: 3/4"= 7'-0" Scale: 3/4"= 7'-0" 6"H R,IA 4©185-#5, T Roil©YP 6" Ornamental i,JP. -4- "/f a.c /-ne Weep holes -New curb ° residen tiol areas E / /�--------__ zo Finished grade . ---- V -Batter 6:1 o U SECTION "E-E" 1 .9m Scale: 1 1/2"= 1'-0" c� Sta. 19+23- 19+73 w N \ Notes.; 1. Sawcut and remove extg. drain curb to provide clean edge to match. REINFORCEMENT DETAIL Cons posh Scale: 1 7/2"= 1"-0" 2 HMAC to HMAC Match extg. surface-PCC to PCC, G I 0 A DATE REMSION BY T. Fleming REVIEWER STRUCTURE NO. SHEET A 4-07 AS-CONSTRUCTED TOF 5505 20045 TUALATIN RIVER BICYCLE AND PEDESTRIAN BRIDGE 25 CITY OF TUALATIN TO0N DEEERING oeeDos CHECKER: J. villavicencio WASHINGTON COUNTY DRAWING NO. CALL.BOOK RAIL EXTENSION DETAILS 76858 ocsmr�cR: K. Burnell cxarecs: --- DAVID ANDERSON L OREGON C'4PE AO ANDERSON ASSOCIATES LANDSCAPE ARCHFOLCIE RE RI_.ANNIN:. NOT( coanccr raovos[r,un,n.nc m er.,snnr,.,Ise scuacc IN PARK c,arc s m o,=a vre. ZHTTEE/iT < W 0 I — r, Q F , >— Et Q • U m 6 Z m w VALVE SHEDULE - SOU'H U) w j V.--------- O II I,IOk 0'V I !., I I C':Nil '—,/' z AL W WO _ Q p- U oN o a - If I ION EON NMI S IRRICAilON LCG[IUD H < E„. RR F TICM SOU Ill ti � ro 3C,., _,. SO <o o. sYS,, A o 3 AS CONSTRUCTED a«n Ion W ° AS BUILT 07/09/08 ,,,/ DatATION PI AN SOUTH rs) PROJECT MANAGER i_.. N S T k t---. E--. '..."DAVID ANDERSON‹, A L OREGON 6, 'c','f'UZWro='-'--- 1•;e'7`,;', ACCES-S ANt..0!..i..x.".7.7.7 1";›,::://!!)<!,..X. >9,/,',/>0, !!!' . , ! : ._,i,..;„,..„. 4./,/, ,,,,,,,V• FOR IHNIN PENNING WORN !'>. ,!‘!‘• ! ., ANDERSON ASSOCIATES ... ,- ' , I AND APE_ VALVE SHEDULE -- NORTH , ARCHI1 EC,1 URE 'X. ..." ' [' x . IRRIGATION HE/D I EGEND i -------'1--;' '.../y2<, . . \. : . • , ,, , . (...) _ m o z A \ / co z DO IR RIGAlION LEGEND . ....-117" .--, Hz[— (f) LL'd Z 0 o F- IJJ O : < 0_ . 0 ,,,,,„,,w_x,: 7 35 . 40.1 AL 0",.CO,'''''' '''''!C /— ,...1 o, 6 N7A.7-77 ' 40.1 -+ UNLON.C.0 1..N.li LIN. , . , . D. Z z(<2 IRRIGATION 1 iRRIGA1 ION NO1ES 1 NORTH • 1N.N..: ,0 51.Cr.f LON NNE,7341,'ON CE Al PON1 0,CON.C.NON ACCORD.70 S,If ON,COD. • ,,,,R,,,,,,,,,,,.,,,,,,,...,,,.,,,,,,,,N,,,,N.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , . . . AS CONSTRUCTED . TN,;MONTI.S7S1.V...EN!NNININ7C0....FM COvr....0,403"10 t"..trO GO NS" ,.... • LNOlna IN l.,...1.0 AN,N.I.C.1 "L.__J • I.,.t...0,31,ORM:VA,77 NS Nr.....ALLO,F-0,.0,,,,,cpu,,,cr 0,INN.7171. 710.PP,.At..Nir.,11,17,(ANN e— ..._____&_:_ie.E_________ • ..,•,0,.1E1.AND WAIN INES NEN L07,[OW.....is • INMON7ON...7.,,iNriN01,0 10 li,,1,NOMN. V/..7.7.60.5 ANO.N.U1,.....V,',t NE E.0,0 171.ON,INI.,ARE.7,..5.110 Date 70.?;,N.'f,r0”,,,,.,., ,...: d,bvn:NN.......—... „...__. Yer,-..r," • NOD.110N,IN.W.,71.10.1.07.71,re 11-1,,l.S.,IF.71.110N Pik.iNC,al. 5,1.7 NO ON-7,..-t./,..ON-7 114,./.70.,1,!. PROJECTMAN-Ai:TR— . 0..1.NONNE,SYSTE.1..OrS,ON CON1f,..."MAY 1.17.11 ROTORS ON PO7 ki...0,.0,..7.5,PORILD I,MN SINN.ON KG. j " . . . .. . AS-BUILT 07/9/08 , . , IRRIGATION PI AN — NORTH 4 k frogN • --,------------„,„“. ,;-„, 1 ,—z i 0 10 20 40 60 FT 4:�' TRBPB ADDITIONAL WORK .y_ ( J SCALE:1"•20' PROJECT _\\/ .]��f:c--' .- n LIMITS eu:. .: 70 2/ )c,"X� �.u�i�,6 0 i. BEGIN PIPELINE STA 10+00 -- <4I Ir •�)i I \ y{'�! / ,,\ / <<J' PROTECT TREES SEE NOTE r,v,;, /�� I i/r VI ` -EXIST ING kG �' / I" - r EXISTING EASEMENT LINE \ / EDGE OF EXISTING �. _— - ._._._.1 /--3.\ ,r GRAVEL PATH • !//0 E� FORCt MAINS = 1 ,1 \ .______..._ .._—__.__ GL-EXISTING 30 _ L,.'1/ _ /\.\ 1=/,?/�1 'IL- / ,y I_.._I .I., \ i / SANITARY SEWER . - :St''''''''''.. 1� _\/�_ E/1 1% 0 \i EXISTING STA]36.7 --- —.- --.__` — Y RAILROAD 2 SCH 60 CWS CONDUIT �I , GRAVEL -+ N STA7 457 CWS VAULT --- ---__� —J Af. -_PATH __ SEE NOTE 7 RIGHT-OF-WAY q BCH 60 PGE CONDUIT PGE VAULT SEE NOTE 3 16 D.I. -� D00-C-00 "' --- — SEE NOTE 2 1 ,,49:,,:::„4,T1 ei::E4,::D:, NOTES: —._ —.— —.— ----._-- r-Y C 1 r'3i I`Y tl-lt fl-( ,. .- " w. a.,._ 1. ALL CONSTRUCTION ACTIVITIES OUTSIDE OF THE EXISTING RIGHT OF WAY SHALL BE 3. INSTALLCWS ELECTRICAL VAULT.VAULT SHALL BE MODEL 253-TA FOR SIDEWALK 5. CONTRACTOR SHALL CLEAR BRUSH LOCATED WITHIN THE EXISTING UTILITY --_____ ----- COORDINATED WITH THE CITY OF TUALATIN AND APPROVED IN ADVANCE OF THE AREAS WITH GALVANIZED TRAFFIC RATED ACCESS HATCHES AND NONSKID SLIP- EASEMENT TO FACILITATE CONSTRUCTION OF THE FORCEMAINS.SEE NOTE 1 OF LgppROXIMATE START OF SUCH WORK. NOT FINISH AS MANUFACTURED BY UTILITY VAULT COMPANY OR EQUAL.VAULT TOP THIS PAGE FOR ADDITIONAL RELATED INFORMATION.DISPOSAL OF ALL CLEARED CENTERLINE OF " SHALL BE ADJUSTED FLUSH WITH FINISH PATH GRADE. MATERIAL SHALL BE TO AN APPROVF-Q,OFF-SITE LOCATION AT THE EXPENSE OF THE 2. INSTALL PGE ELECTRICAL VAULT.VAULT SHALL BE MODEL 66D-PGE FOR SIDEWALK CONTRACTOR. a - � p RAILROAD TRACKS AREAS WITH GALVANIZED TRAFFIC RATED ACCESS HATCHES AND NON-SKID'SLIP- 4. INDIVIDUAL TREES SHOWN TO REMAIN SHALL BE PROTECTED BY ORANGE SAFETY i NOT'FINISH AS MANUFACTURED BY UTILITY VAULT COMPANY OR EQUAL.VAULT TOP FENCING AROUND THE DRIP LINE.INSTALL FENCING BEFORE SITE PREPARATION SHALL BE ADJUSTED FLUSH WITH FINISH PATH GRADE. AND CLEARING OPERATIONS.PROTECT TREE FOR THE DURATION OF CONSTRUCTION. T.117? 140 • D&ke (A4d • a— - W — • '� PROJECT NtAN i fJ .F,,, AGER • r. zo ''in a-? «w oLL • - • P o m cox oLL • • W rill Zm n m _1 ._ ._-._I __-_._.- N R -.___- ___-). _ Q --___. _ _ __ W ___..__ 4— • • U I,I m— • • EXISTING GRADE EXISTING��— I_— -- _ - _. __ F____ _.._._ .___ ____— _ __— _—._._— _._____ __FORCE MAIN MAIN — LAY DUAL 16"FORCE,MAIN TO GRADE SL 0.504 FT/FT D---- • P 16" • LAY DUAL 16"'FORCE MAIN 0 3M MINIMUM COVER -I ! •- WITH 3 COVER s w • • • • • • S • • • • • • • —100 10+05 9+00 6+00 7+00 6+00 5+0 0 4+00 SCALE WARNING SUBMITTED BY 1 0 Y 1 DESIGNED P BLUMANTHAL CIVIL SHEET: OF P.A.BLUMnNrHAL so<o> enams %% LOWER TUALATIN 1'=30'HORIZ —I (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� -� DWG: C-001 r=s vsar IF THIS BAR Dohs DRAWN cKms C1eanWater Services FORCE MAIN AND T°N DRRAWING IS S.D.HATTERSLOT Bnums o�,.omo„",r�::,rlr,,. PATH EXTENSION PLAN AND PROFILE-I DATE: REV DATE BY DESCRIPTION cejcr NOT TO SCALE CHECKED ______.._--..tt�.ni.PA1�v nrFlnmA•c Nn,�['r ::rcucn nr+c 6 1 EXISTING EASEMENT LINE NG j 'I --�.�m'Z NOTES: 0 4 ;^'^ 1. ALL TINT RI HT OF ACTIVITIES OUTSIDE INATE --_----__.. PROTECT RVAL E x - 0 10 20 40 60 FT ----------- - Y,,.-`,°;. r« ��, EXISTING CIIY7FFWAYTIN AND NBEPPROVED INNED --' --- - ---��-.-_ ._.______ ,_- SPRINKLER VALVE WITH THE CITYF A OIF SUCH W APPROVED RESTRAINNOT PIPE \��,� REST-RAIN-PIPENOT ---- AND'PIPING----- 3I SCALE:1"•20' ADVANCE OF THE START OF SUCH WORK. SEE NOTE 2 18"D.I.�-�\ \ _SEE NOTE 3 n ? ', .,1: ooI 1 > 1106I \� m1 7UALATIN \ CITY PARK ��� �"'\ RESTRAIN PIPE \\\ ' '� ZI i FUTURE CONSTRUCTION SEE NOTE i —-—____ -_ 710 EXISTING 30" BY OTHERS _ -��I,r�-{E '' _ - W SANITARY SEWER " U PROTECT TREES WHERE SHOWN -EXISTING EASEMENT LINE¢IWITH ORANGE SAFETY FENCE00) N , AROUND ORIPLINE(TYP /-CL _.,. ii ii 18 D.I.I CL EXISTING 30" yz,,----I111 L /GRATPTILI _` SANITARY SEWER - - ---..- -_____- ._. P' _ ------- y / 107 / CONDUIT 103 ,� -� _ --- SCH80CW -- �_. /{ i� 4 _ '. -_ -_._.- I // 2 CONDUIT S -- -L - -_ ✓ -7 _-'- ' - SEE NOTE 4"PGE CONDUIT iD EXISTING \-1,�// `1,04 .-_..____-___.__ .___.._.-.____ _-_ 2"CWS CONDUIT I U RAILROAD RIGHT-OF-WAY EXISTING OVERHEAD EXISTING RAILROAD EXISTING OVERHEAD ___ // \ 105 POWER RIGHT-OF-WAY / POWER CL EXISTING 30" SANITARY SEWER -°`'"- NOTES: I APPROXIMATE CENTERLINE OF 1. ALL PIPE JOINTS FROM FORCE MAIN CONNECTIONS TO POINTS 106 AND 107 SHALL "- RAILROAD TRACKS -,`- `- BE RESTRAINED. 40.& POINT NORTHING FASTING INVERT EL. DESCRIPTION 2. RESTRAIN ALL PIPE JOINTS ET.TYPICAL BOTH FORCE MAIN PIPES. 101 636,809E , 7,620,466E MATCH EXISTING STA 10+00 START NEW PATH :TYPICAL BOTH FORCE MAIN PIPES. 102 636,810E 7,620,464E MATCH EXISTING CONNECTION TO EXISTING FORCE MAIN 3. RESTRAIN ALL PIPE JOINTS F.OR t03 636,809E 7,620,461E MATCH EXISTING CONNECTION TO EXISTING FORCE MAIN 4. PROTECTION OF TREES UPSTATION FROM,0+00 SHALL BE AS IDENTIFIED IN THE 109 636,809E 7,620,459E MATCH EXISTING CONNECTION TO EXISTING PGE CONDUIT TRBPB CONTRACT DOCUMENTS, 05 636,809E 7,620,458E MATCH EXISTING CONNECTION TO EXISTING CWS CONDUIT 106 636,793.0 7,620,480.7 117,88 45°BEND 5. CONTRACTOR SHALL UTILIZE DETECTABLE UTILITY IDENTIFICATION TAPE ABOVE 107 636,791.7 7,620,477.2 117.88 45°BEND 740 -----�'- -r'_-- -- - '---- 140-'-'- CONDUITS IN ALL ELECTRICAL TRENCHES,MINIMUM COVER SHALL BE 3'FOR ALL 108 636,180.3 7,620,460.4 SEE PROFILE STA 3+70 ENO OF NEW PATH CONDUITS.TRENCHES SHALL BE BACKFILLED WITH'/.-INCH MINUS CRUSHED 109 636,170.1 7,620,464.8 113.65 STA3+60 CAP FORCE MAIN • --- ROCK AND COMPACTED TO CONDUIT E STM D-1557.ALL BENDS SHALL BE 36-INCH 110 636,170.2 7,620,461.3 113.65 STA3+60 CAP FORCE MAIN LONG RADIUS SWEEPS.CONDUIT ENDPOINTS AT STA 3+605HALL BE TIGHTLY 111 636,770.4 7,620,451.8E 114.82 STA3+60 CAP PGE CONDUIT _-_ _ _ CAPPED TO PREVENT CONTAMINATION. PARTIAL PLAN 112 636,1705 ],620,44].8 114.98 STA3+60 CAP CWS CONDUIT ill( - . • Z SCALE:i"=5'-0" 000-C-001 2 • A FUTURE CONSTRUCTION : AS CONSTRUCTED m ' H �'. f•— 30'-0"EXISTING EASEMENT 7 130 ry 2F¢ S _—_- -__-.._ ___-730 ¢0 1 - OTHERS-0THER, • co • • -�' �. Z1 o"A 12'-0" NEW PEDESTRIAN PATH EXISTING GRADE 7 ° - 1 SEEN Da o Q w 1n a 1.r - c NOTES 4 �- t/ _ a LL _-.- 83 y -_...--____ —__- �2"BCH 80 CWS CONDUIT r a ^- /EXISTING EASEMENT 1� 3 AND / FQ J M • r4"SCH 60 PGE CONDUIT ®� a —' S .� NOTES: PROJECT MANAGER N 5r. EXISTING 4�,",.'�y. 6 6 • • 120- • GQZ _ -_ GRADE • -_ _._ --120 f-g ,.) 1. NEW UTILITIES PARALLEL ROW LINES FROM STA 9+83E TO STA 3+60, wm • j -,1gt.-gs- 10 0' • 2. DUAL 18"FORCEMAIN TRENCH SHALL CONFORM TO THE REQUIREMENTS I EXISTING h— OF THE DETAILS ON SHEET FM-6 OF THE TRBPB CONTRACT DRAWINGS. • RAILROAD 3. THE HORIZONTAL ALIGNMENT OF THE NEW PATH IS NOT PARALLEL TO THE RIGHT-OF-WAY EXISTING ROW'S,THE CENTERLINE COORDINATES ARE SHOWN IN THE E PARTIAL PLAN OF THIS SHEET.THE FINISHED SURFACE OF THE NEW 7 PROVIDE RESTRAINED PEDESTRIAN PATH SHALL FOLLOW THE PROFILE GRADES AS SHOWN ON € MJ CAP(TYP,2) SHEETS CA01 AND G002. t .0 18 D 1 4. THE NEW PATH CROSS SECTION SHALL MATCH THE EXISTING CROSS SECTION 0 110- -' -'-"'• - --'-' ------110 OF THE PATH AS CONSTRUCTED FOR THE TRBPB PROJECT AS SHOWN ON M • LAY DUAL I8"FORCE MAIN WITH 3'COVER I 1 ( 2'-0" SHEET 2 OF THAT DRAWING SET.ANY MODIFICATIONS TO THAT TYPICAL SECTION ` - SHALL APPLY TO THIS PROJECT. i E Ra Fs RESTRAINED PIPE' • SANITARY SEWER t5p°�J r 1 N • EXISTING 30" W ("` d"---A SEE PARTIAL PLAN THIS PAGE FOR ovu+ox C 100 DETAILING ' • 100 SECTION A "L> * LUI4' 4+00 3+00 2+00 SCALE:,°=5'-0" u '4-BLUILPN 16 SCALE WARNING SUBMITTED BY 0 N DESIGNED P BLUNJ'NTHAL p A BLUMANTHAL 50407 8I10106 ,1 CIVIL SHEET: OF 1 (PROJECT TANAGER'S NAME) LICENSE No. DATE 1��rr I°cn LOWER AIN TUALATIN Hoa¢ IrTHis BABDD6s DyWN cKlns 1P® FORCE MAIN AND PLAN AND PROFILE-II DWG: C-002 ;= NDTMEAsu551 Cle oil, ,,Services DETAIL AND SECTION DATE: Q�I -Er, RY I DE.SRRIPTID6 eyynFF81, HE KED S.D.HAT?ERSLre cc Her ,- „r BnoT06 PATH EXTENSION