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PFI2021-00314 1111 NI CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT I. COMMUNITY DEVELOPMENT Permit#: PFI2021-00314 Date Issued: 09/15/2021 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: SEG58 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: ODOT Project K19276 Project Description: SEG 4/39/58/56/3404/210/275/209/213 -Replace ADA sidewalk ramps Class of Work: FEES Description Date Amount Type 2-Sidewalk/Driveway Approach PFI Permit Fee 08/31/2021 $2,095.99 Owner: Total $2,095.99 REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: AARON ISENHART PORTLAND, OR 97209 PHONE: 5035093045 • Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: See application Issued By: 1411/A fi Special Conditions(See Attached) Note: THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2021-00314 Type: Condition Name: Status: Severity: PFI_Sidewalk/[ 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Sidewalk/[ 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Sidewalk/[ 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Sidewalk/[ 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be reinstalled or replaced, with like kind of material. Obtain City approval of restoration work. PFI_Sidewalk/[ 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition,American Traffic Safety Services Association [ATSSA],and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Sidewalk/[ 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Sidewalk/[ 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept., Tualatin Fire& Rescue) and to 503-962-8140(Tri-Met)and 503-431-2345(Tigard School District) and other service providers impacted by such closure. PFI_Sidewalkl[ 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.) before initiation of construction work. PFI_Sidewalk/[ 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI_Sidewalk/[ 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Sidewalk/[ 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Sidewalk/[ 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Sidewalk/[ 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Sidewalk/[ 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense PFI_Sidewalkl[ 15 -UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Sidewalk/[ 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Sidewalk/[ 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches, etc.) as may be necessary, as determined by the Inspector, to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Sidewalk/[ 18-SEWER SYSTEM TEST Applied Notice A sewer system air-test and/or DVD T.V. test report and one set of"As-Builts"shall be provided for review and approval. PFI_Sidewalk/[ 19- PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Sidewalk/[ 20-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24) hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Sidewalk/[ 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms,conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Sidewalk/[ 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Sidewalk/[ 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Sidewalk/[ 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Sidewalk/[ 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2) persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing,of any/all assignment changes. PFI_Sidewalk/[ 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Sidewalk/[ 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Sidewalk/[ 28-AS-BUILT DRAWING Applied Notice One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and,also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI_Sidewalk/[ 31 -OTHER Applied Notice Other City of Tigard PFI#: 2 a2.1 - 063 i f ENGINEERING DEPARTMENT TIGARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: OR 141 (Hall Blvd): Scholls Ferry Rd- Locust St ❑ TYPE 1—Franchise Utility Work Brief description of project: Replace ADA sidewalk ramps performed by NWN,PGE, or utility agency ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and main line tap Location (address if available): N/A ❑ TYPE 3—Full Scale Development Work performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: Oregon Department of Transportation, do Robert DeVassie • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 123 NW Flanders St water service area City/State: Portland, OR Zip: 97209 ❑ TYPE 4—Small Cell Technology Phone: 503-509-3045 ❑ TYPE 5—Tigard Triangle Email: Robert.J.Devassie@odotstate.or.us Phone: 503-509-3045 NOTE: Type 1 and 2 applications may be emailed to rowpermits(a,tigard-or.gov. Contact name: Aaron lsenhart, Harper Houf Peterson Righellis Inc. Phone: 503-853-3436 Email: aaroni@hhpr.com CONTRACTOR INFORMATION ❑ Same as applicant Name: TBD with ODOT bid process CCB Number: Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Peter Coffman, PE, Harper Houf Peterson Righellis Inc. Mailing address: 205 SE Spokane St., Suite 200 City/State: Portland, OR Zip: 97202 Phone: 503-221-1131 Email: PeterC@hhpr.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$26,000 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes ✓No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as`Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I,the applicant,certify that: • To the best of my knowledge,all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. Digitally signed by Aaron Isenhart Date: 2021.08.13 14:05:12-07'00' Aaron Isenhart August 13, 2021 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: Pcr262./ —4:::131,4 Permit fee: ? 69S I% Received by: 1JT Date: g � I 2�1 Approved by: 'SY-A d(' 2. Date: 9/8 12oZ/ Notified by: pn, Date 61[17,I 2,024 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7% (less the initial PH Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑Yes 0 No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): 0 Small Cell 0 Macro 0 Street Name ❑ Site Address How many install sites are proposed as part of this permit application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: 0 Public Right-of-Way ❑Private Property 0 Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes (City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design 'Tj-: 0 Water Provider Approval City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 3 of 4 9 cn- .. y .. I Edge of Pavement +� Ditch _r —211-41 Streetlight -• •-•-• -.-•— + I+/ T R/afra Pfau. 1f i i �r - r"...Alen 1 o 0 '..4awl I-�roppoostirloweuTine'- I I • CD -i • I n! Existing House I I vi I Existing xl Driveway Il ~ I 1 Cd ul �I I `—I 3 • ai v'°' 1 r� A . RI �® di I Il 0 I ::: hop — \ 1 Powerpole i I t I S 1 �+� 1° —ph-—-—- I -,57operryLme---------- i I Flre Hydrant(FH) I I Scale: '1"=30' I I I ! • I I I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) North arrow Property lines&dimensions Existing utilities locations (sewer,storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 STATE OF OREGON INDEX OF SHEETS DEPARTMENT OF 1'RANSPORTATION * •Rsl,d • ' SHEET NO, DEscumgn � m 1 �r r AID nrk.Sheer PLANS FOR PROPOSED PROJECT A02 Index OF Sheets Cont'd.d SW.Dry.NOV. :, ., �f' c � p � GRADING, DRAINAGE, PAVING, &SIGNING —fre ":k ` •' - �" ,M OR141 (HALL BLVD): „A T. ` SCHOLLS FERRY RD - LOCUST ST PROJECT BEAVERTON/TUALATIN HIGHWAY ATTENTION: `1 Oregon Law Require.You To Follow Rules WASHINGTON COUNTY Adopted By TheeOregons Utility Se Notification Center.Those Reno.are Set Forth In at OAR 952-001-0010 Through OAR 952-00 . APRIL 2022 You May Obtain Copies Of The Rules By Calling The Center.(Note:The Telephone Number for Fl The Oregon Utility Center If(S03)232-1987.) . N. Jino Po P M q.f p. I lent .0 ""`� r i wn0n enyemo. .fn.>,ir' J,'`!.•`,#a.•",i`.?d.?€.+,6`fa' �x i• n o - d.✓ LEIS ALL l� WONKTOGETHER BEGINNING OF PROJECT oto,o o„_°" p \ �,, ,,H I a'v 4 108 SAFE If If ! t0�mM- e Y � I�.loJ9/.SJa SAFE�f 'ntUOL IY°SPl'A aM , -,(y. R I V! W A AC E yry'Rp 4'4,4 p}y.ee•`p,d1 W.!' STA. "He" 301+76.14(M.P.2.84�\\D Yp n 1 "405. q \ . 1q eBRMUh1sr \ z ` ' WV,Bond I5 -MWwe rw YAet R\\•`' 0Fp","1 47,731Q9 '" . N N,Y vo ffR d IrR O rY.• OREGON TRANSPORTATION COMMISSION IEAVE_TON Tsit..`_ GARDEN, NCYF. FU Robert Van RMcbiir CHAIR g it m t� E at Mande,Simpson COMMISSIONER !O� 1 b4P Julie Brown COMMISSIONER PrpORpm .e °eY w�nMm GLORY N(Y.I U Sharon Smith COMMISSIONER p now rq?..ORI; e0R REN[apher W.Strickler DIRECTOR OFTRANSPOB1ATON xp Ra N"m n _ WaMRv a n " < MO1°ei I Pcr 0 are" These plans were developed using OOOT design standards. 21T P n ADVANCE COPY Exceptions to these standards,If any,have been submitted W � ,. sr 3 o g A� ' and SABIECT TO CHANGE authority.approved by the ODOT Chief Engineer or their delegated �r B 44 a0 _o RV„ wY " "• IIM je Va.. - 1 rlaaso 'pry Approving Authority- Signature&date 0 onR+oE ,IC ooxRco 1 END OF PROJECT �i °°°r , •.'a,x Pp Print name and title STA. "HA" 172+12.03(M.P.4.10) 'r,A �en y1NmRENio "�� T.15., W.M. Concurrence by OOOT Chief Engineer PR UURRaM RC 0/ jr 1 CV.YP.. �pEPA„., OR 141(HALL BLVDI: mfeeu.n • e n o-o' VO F,ySCHOILS FERRY RD-LOCUST ST PROIECI ' 0 ��a efAYERroNMN COUNl IIwaY O o wASX1N1iTOn couNrcC R n9-.1a1 ; S p5 ,� FF➢EPIL NGM'MY SHEET l� : aCaM51M1CN MELT IaANPFR NJ. ~'SPORT Br''‘ OREGON AO2 DIVISION 92E7_601.dcn ::AO' 6/25/2021 3:33128 PM d0nielcicorcr,i ??V-??? Sec.26,T. 1 S,R. 1 W,W.M. C', V Sowail and remote estg.surIacings Sites 3-4 Remove eaisl sidewalk to lours shown os A 0 Const.cutb and gutter n S. -I 0Coast.stanaprd curb -IsRop.Temp Ease.- p prep Temp.Ease.- - O Const.FCC sidewalk Access temp.Ease. ^ Construction-Construction O Sto."HB"309407.95.27•9 Lt. Perm.Ease.- A 13 Coost.32'FCC they..option F , conc.connection Slopes,Utilities I (Fors details.see,G'Is.BaT1&BC46) I 0 '--' '- R 7 R 1 ) ----- (See dog.nos. DISb O35 I © i -_ I '1�' �a�.rY] ©lose So el romp.perpen dar --- R W C1 Y] . log-Safety Jelpw g-truncated dimes _ on new surfacing- 1nD soft R W I III ' _ _-- —.I. 1_. -w..- - Romp I - Signalised Uncontrolled (I,� a (For detail&see sm.1C051 m I Prop.Fee ®m pa. t%® 0 00012 ---.—o _ 0 Consl.oub romp.pordkJ I 1r° 1 lose sorely yellow truncated acmes on new surlacIng- 10.7 set. I SW HAIL BLVD Romp 2 - Signalized Uncontrolled SW HALL BLVD I I (For detail&see Silt.�p51 ©cow.corb temp.pINaller Q12 ©Q 1 © 0 12 rnsf.safely yellow truncated domes IB" LINE I I ! 1 ___ _ Rene SgnnazdUnc�trolled L__.—T�`- 0 Perm.Ease.- -T.� _-� '- (For defall&see sb1.&061 �^ __Slopes,Uririties I �--,��a��� - - / O Coast-ADA tousling �� __ - -- �� o—1, R/W L (For detail&see sn1.6C071 - -- o f f y / --' R� Porm.Ease. jProp.Temp.Ease.,/ e' IO Consl.taro romp.unique Prop.Temp.Ease. , 4 © Construction Inst.safety yellow truncated domes -'ROas -Construction - - \ a'' '� on new surfacing- 10.0 soft. Protect ems,. 0 T Prop.Fee /' ,/' Romp 1 - Signalized Uncontrolled stairs �. .f \� Poor.Ease.- ' ' (For details.see sel.BLUR1 \s)s,"",. 1 _Traffic Control,' (See dwg.nos.R0900.R0901.R0902.R0904&R09601 Pray.Fee < e, Arlllfy a' a Prop.Temp.Ease.- II rn51.b el ie warning in new Surfocin9- 24 9I '5 yO / ' Construction (See dw9.nos R0902&R09041 ,''' ,' For details.see apI.SCOT&SCOW `\ I 5 0Consl.cald plane pant removal- 2"deep ` •` T `• rest. ACP - sOe'd. T ` fFor detak&see Sh1 .B13 321 + • S @ Remove&dtu.bee • • • • \\11\s `Prop,Temp.Ease. • • -Detour `• • • • `\`• • `s\ • Harper Houf Peterson ,°" 4•1yD PAOF Righellis Inc. "144 `� / cr `, ,', ,,!. ,.•... •� 4� 0R141(HALL BLVDY. • ' • Ns, SCHOLLS FERRY RD-LOCH ST SEC `.,' a' ry BEAVERTON-TUALATIN HIGHWAY / .I. WASHINGTON COUNTY ,' //��.21 10 nnleec.Wen IW.M1 eeeex¢VMn 2Xmm Q. G.n.r SPoms,M:Nn a,,.,HEIR SPILT NO. EXPIRES: 12/31/21 GENERAL CONSTRUCTION COMA 19267.0O2.dpn ::COTA - General Construction //25/2021 9:I h51 PM donielcicerchl rvyisml Edon REQUEST Rotation:317.2961• Scale:I"=40' Sec.26,T. 1 S.R.1 W,W.M. Oi Savour,sod remove eng.Surfacings Site 6 O2 Cont.Curb and putter OCons?.stadard afro --- 4O Consl.➢CC sidewolR R Protect r mtg.tree©O OInns/softl r dhow etrru000t d Pam.Ease.- In o dn cow surfacing truncated 10. domes Sidewalk Romp I - Slpn ed Uncontroll0 ed -- i1li� R/W (For details.see sta.XI2) •R, Oir curb r/ riondSH,N... BVO d Glee. rtruncated domes on new surfacing- 9A WI. dk0G9 m Romp I - Uncontrolled 0 (For details.see sIt. 1.31 (See d ug. os.R0900 .R0901.Rnagz.R0904.R0905&R09Im ©O O O P O Consl.rvrb romp,perpendicular/directional "NB" LINE /nst.safety yellow truncated dames SW HALL BLVD on new surfacing- 9.0 SOT,. O Romp 2 - See saliKX Uncontrolled details.O (For alls.sx s .BCI31 O © Q O O O consr.coca raalp,perpand/curor Inst,safely Yellow truncated domes on l �� Oe Romp I-Signalized Uncontrolled • I off. 0 o-- R/µ. (For Obrpile.see sin.DC 14) ` . O /`1 % I O lnu,2 ACppl-e amoral- 2"deep Protect We.tree [• (For details.see slit.RBD Prop.Temp.Eare.--1I 0 Prop.Fee 21 -Construction , R 1 Protect extg. - I1 ...-"-- utility Pale 1 - `Prop.Temp.Ease.- Prop.Fee _ b Construction Protect extg.tree C) 0 \ 2 la In no 9 N N CI ‘4 PROF :# liigllell}s Inc.Pe[erson j^ ° r.r 44 OR141.MALL SCROLLS FERRYRD— I LOCUST ST PROJECT It's N BEAVERTON/TUALATIN HIGHWAY .\ <H WASHINGTON COUNTY ,' 21.20 n.. ,.:Amon hannxm .w< w e. . e..c°m„a. O. men:span+Wan LImelter MVP EXPIRER 12/31/21 GENERAL CONSTRUCTION coon 19267 CD9.dgn ::CD,A - General l:ons-ructon 6/25/2021 3:39:16 PM donlelcicercn-i MA AMIABLE UPON DOCUMENT REQUEST Rotation:336.0348' Scale: 1'=40' Sec.26,T.1 S,R.1 W,W.M. OSowcut and remove extg.Wrfeeirgs Site 8 m: O Conaf.a/rb and gutter -I Po Prop.Fee O] Cone.standard cure =T. ___� loos.Temp.Ease.- Prop.FM ^ 1 `�Cmnsrructian O Cons/.PCC stews.. el Prop.Temp.Ease.\ I OS Cons/.curb ramp.Dorms? -Construction 1 I. © • Protect ertg.sign Instate sty yellow truncated domes an new sur/adrg- 12.1 5prt. Protect&erg.cure T- 1 O'`I Romp 7 -Sipn�me Umm�lrotnd © \\ 1 Protect exrg vegetation (For details.see ant,8C181 R/W 0 I I^ / ® ©Cans?,curb romp,unipm , Iµst.sarey Yellow truncated domes 0 _. �i .\ ��Q.' on new surfacing- 10.0 soft. [.__ - _ Romp 2 - Slpm//sod Unmrrlyd/md (For datdls.see sn7.BC18) 13 m 12 2 11 aa m O Cons?.curb romp.Perpendiarror r Incl.sorely Allow truncated domes kj 0 I 0 13 on new surfacing- 102 soft. SW HALL BLVD — SW HALL BLVD Ramp 1 - Signalized Uncontrolled r C\O 0 1:1 0 0 0 fFar details.see snt.8C 191 / 17 O © © 0 © © 0 O 13 / O Coast.curb romp,perpendiW/m / lnsB1y yellow truncated surfoclrg on new 0.0 oft. 1IB" LINE MINIFY 8/W Forde/dls.se�esh 19 ized Irded I O(Fo del oil ram ert.E1bl R W sss zees Hop.Fee • lnsi.smow yelow vuncdmd domes _ +,L 'Ti (/ on new surfacing- 11.6 soft. T r an 1 -.100 sta. Uncontrolled I( -Q�3� 6 � 1 (For details.see snL BC201 Prop.Perm.Ease.J -Slopes \ © ,s Q 0 10 CDue1.WrD rom0.parallel Protect wag.rree s Prop.Fee % lnstnS new yew Ong truncated domes s Romp 2 - Signalized Uncontrolled s N s (For details,see sm.am) '0 ` 9 ss Coast.curb romp.uneee s s II lost safety yellow Lrur:cpted domes X On ss C sss Ramp I - SignalizedUncOnlydled s C s Prop.Temp.Ease.- (Far details,See snt.BC211 1 OT Constructions LO ss 12 Cone.curb ramp.perpendicular s 1 lost.sorely yellow truncated domes I s 1 on new surfacing- 10.0 soft. s s Romp 2 -.uzee Uncontrolled s s (For decorlasse ed S act.EIC21) s ss 13 toast,coldplane pwml.remavd- 2"deep 8 s s Insl.2" CP - 1798£p.yd. s • (For details.see sn1.138021 \ Her Houf Peterson \`1\ *:b PAOf .. ellis Inc. tilk iSt (tfr OR141 MAU BLVDg SCHOLLS FERRY RD LOCUST ST PROJECT RFAYERTONNGTON N HIGHWAY .\\ , ,• ,iwN p WASHINGTON COUNTY ` 21,7'O 0.y1^e.'�4onhannN P.n....,PM on..., C. pena:SttMM MOON! Gerken HOVP EXPIRES I2/31/z1 GENERAL CONSTRUCTION I SCo6A I9267 C06.dgn ::C06A - Canard Construction 6/25/2021 3139:21 PM dcnlel ciceroni FINAL w°I"cx uwe°R Potation:334.69E6' Scale:I".40' 77V_777 Sec.35,T.1 S,R. 1 W,W.M. O Smolt and scone exrg•surfocings Site 18 0 Coast a re and gutter 0 Coast.standord curb 0Cant.FCC sidewalk 0 Conti.curb romp.end of walk (For details.see slit.BC42) ©Coast,curb ramp.perpendicular Jose.safety yellow truncated domes on new surfacing- 9A soft. Ramp I - Signalized Uncontrolled (Far details.see sat.&42) OCoast.arrb romp.Comaination Ins?.safely yellow truncated domes on new surfacing- 9.0 soft. "HA" LINE Ramp 2 - Signalized uncontrolled (For details,see sae.BC421 OCoast.curb ramp,end of walk 14A'170 (Far details.see SM.BC42) OCoast.curb ramp,c raMnotton Ins?,safely yellow truncated domes on new surfacing- 9.0 soft. • Ramp 1 - Signalized Uncontrolled N (For details.see sat.BC431 10 Const,Curb ramp.perpendicular Inst,safety yellow truncated domes on new surfacing- 9.0 spit. a Ramp 2 - Signalized Uncontrolled x coPedestrian push (Far details.see SM.BC4JI E 0 button poles lJjyl Cons?,curb romp.comDinMion Prop.temp. II Ins?.safety yellow truncated domes on new surfacing- 9.0 soft, - 16 I ease.-access Romp I - Signalized Uncontrolled 1 1 - (For details.see sat.BC44) © I Prop.fee 12 Cant curb ramp.parallel 2 Prop.temp.ease.- 1 0 O I I Ramp Signalized i nal ed tined domes on flew surfacing- !Li spit. I I ark area e - Siee stn. Uncontrolled Prop.temp.ease._ II'- s:�Q _ "Hp"171•��.�� O J® w (Far petals.see stn.BC44) -wrok area ��`. _ 13 Coast.anrb romp.perpendicular Prop.fee ® �� �� domeslow truncated R W .�, \Srw' . R W P mpInstsM- 5 glnaliu0d UMOntrdled on new surfacing- 9.0 apJt. -— `' (For details.see sht.BC45) .Nf o, —O , ,/ t0" LINE / 0 1`- ----- la ConsGppa ramp•comainarion •o 1 -®..: 1 N Inst.safety yellow truncated domes on new surfacing- 9.0 Seta 8 2 7 ' • 3 I / Romp 2 - Signalized uncontrolled (Far details.see sM.BC45) 00 I 1 SW LOCUST ST 15 Sta."HA"170e9056 to S/a."HA"l71.2195.37B•to 92.0'LI. /�� 1. Cars?.minor retaining wall- 245 soft. • V'/ •_���_ __- (For details.see sias.GBO1 b G1302) ��i �\_ y -lik xw .. R/W -_ !� 16 Iasi.cad plane pm'.removal- 2"deep ® /`���/ Inr.de ACP- nt8,2stark 21 O ,7, I ■,/I r'i n wA rz l�I ©' Harper Houf Peterson s I r• mop(For detailz ssa soli BB021 Prop.temp.ease. 16 f 16 •I,I '''[[[ I 0 r111//` Righellis Inc. `�,' -nark area y Y I �Hnp.fee �j�2GIN s�0 gyre.cow.mk....www,....s..._.nw..,.,...r..w...��:� '�.. r » Prop.temp.ease.- j....1., - r work area zu �, OR141(HALL BLVD): 0 r SCHO.SA RoNRD ALunnn STPROJECT WAY %mei, , WASHINGTON COUNTY'•,zI, Swner Antemmen 11.Nee'ee Mer GYM..orw,sp r.ror Num. cheat,HHvn EXPIRES: 12/31/21 GENERAL CONSTRUCTION term NO, C15A n 19267_C15.dgn ::CI5A CFNFRAI CUNST. 6/25/2021 3:39:18 FM Uc-•leicicerChi n1U�yls UPON°O Eta Rotation:360° Seale:l"=40' Drill f2J 3/8•diameter holes in the tube on the same side as the vane plate Sr ll/370D and �50•�,,:r I. General Notes: /1/31'D for the hat �j I I. Reference TM681,TM667.and TM688 for additional PSST details. dip galvanizing process. a%a•o Do77 `oe a fQf 2. Reference TM822 for temporary sign placement. Vane plate _ : 1 a• O '" Yane plate located 3. PSST Vane anchor design/n accordance with the 5th Edition 2009 AASHTO Standard r og�-2�.tCl�o; -e•�%yr through center of Specifications for Snuctural Supports for Highway Signs.Luminaires,and Traffic Signals. 4v9Q b-•._ i�• .._ '., excavation. S a/s. 4. Use the 3 gust speeds shown on(sign) for the site specificn sign location. O ,xeo.. gl -ra A a.• • �¢�/ Genera/design parameters are RR=0.87,Ed(s/gn1=1.20,G=i.14,and h=0.45 for goo.,,,,,1`�'•�� ^'�� r �►°o0: a recurrence interval of LT years. le. -® alb, 4., 5. Use FSdVane anchoonly r rs all not re ain permanently f_,,-pa.• 'cU ,n, 5. The this Vane anehorr Tenor remain ernun. in plate. IC if- , I r `N 7. The temporary PSST vane anchor shall be hot-dip galvanized after fabrication. ep o _WA?). "� a.-. 4°. qy Sign Fate ate nel nPgOooct� sae.-°o ff mva salleeon •�6_�!-.�Ro either ride ortube. o R d Post Embedment Installation: D O S PLAN I. Excavate the hole to 6'deeper the requded depth and bac*till Me bottom o Na scale 6"with Nei/compacted granularreotet/a/reeeting the requirements of00330.14. 2. Align the vane anchor in the hole ro a ventral position. 3. The space around the vane anchor shall be bark filled to finished ground surface. 4. Sack fill with selected general backlit,meeting the requirements of00330.13. v5. Place bark fin in layers not greater than 6 inches. a 6. Solidly ram and tamp the layers into the excavation area around the post. m 7. Dampen during placement If dry to compact grope,* m EB. Replace and finish the satiate around the vane anchor to march the surrounding surface. forles 3/6'e:loft ,,e.it 3{t Square Tube Size d I\o • s so O•oN F 2•-rlga. • 2'-6' • IPt op 25f-12 ga. 3-0 i oo •Oa o i 271'40 ga. 3'_0' 1 r,00'�� Qq o°- Z.'a2Vr-11ga. 3._6. w'p0 Y E i0o0p 0 00ti. 3crx7ga. • Requires 82 I/2'x 11/2"x 7 ga.tube �a n )°0° Tube installed In the 3'x 3'x 7ga.anchor. S Backbit with l !/8'A36Vaneplate DEPTH REQUIREMENTS well compacted general material ! a 8d,'a�� `Oo 0o te\ ..a e '! p Accompanied by dwgs. TM 200,TM671,TM681,TM687,TM688,TM822 t p`-r.^= 4._q^ +' 'e��..g \ CALc.BOOK NO. 6634 _ 5o6 DAM 06�AN-2017 •e _1 ��//�s i,7i 'Sa`•-44 °t ;�. More AV mateda:Ore workmanship shall xm:ceowana with C!, 5`i�.. _aY�a%.�_�t/. aEi Back fill with me current Oregon Standard sve.mraeone —�� ��� ���— ganularmate material 711eselection and use ofthis g OREGON STANDARD DRAWINGS Standard Drawing,while de- 9' signed in accordance with generally accepted engineer- TEMPORARY PSST VANE —I ing principles and practices, ANCHOR INSTALLATION t,_o. is the sole responsibility of m the user and should not be 2021 Co Ur, used without consulting a oars SPASM otscMrnoN VANE ANCHOR DETAIL Registered Professional En- gineer. No scale Effective Date:December 1,2020-May 31,2021 TM689 TAPER TYPES&FORMULAS NOTES: NOTES: NOTES: TAPER FORMULA • When paved shoulders adjacent to excavations are less than • Install PCMS beyond the outside shoulder,when possible. • Install Flogger Station Lighting beyond the Merging(Lane Closure) 'L" four feet wide protect longitudinal abrupt edge as shown. outside shoulder,where practical. •• • Use the appropriate type of barricade panels for PCMS location. • Use six tubular markers in shoulder taper Shifting "C/2 or WI' • Use aggregate wedge when abrupt edge Is 2 Inches or greater. Right shoulder.use Type MDR • on sixrr tubular p Shoulder Closure "1./3 or S'L, Lek shoulder.use Type er to • Use six drums In shoulder taper on 2D'sp •spacing.The drums and • Place cart/generator/power supply off of the • Flagging(See Drg.TM850) 50'-100' barricade may be omitted when PCMS Is pll aced behind a roadside barrier. shoulder,as far as practical. Downstream(Termination) Varies(See Drawings) • Detail as shown Is used for trallered and non-crashworthy components of. * Use Pre-Cons[rudlon Pasted Speed to select •Portable Traffic Signals the Speed/Tom the Tables belmc •Smart Work Zone Systems Extg.pavement F 2'or Greater 100' I 50' TEMPORARY BARRIER FLARE RATE TABLE S3 i 3 *SPEED(mph) MINIMUM FLARE RATE 20'' ——- yy <30 8:1 Portable changeable 4•Bgug LlghtlngStation 10.. 35 9:1 --• message sign (PCMS) I Temp.Plastic Drums 0 45 12:1 Shoulder or did( t-2B'Tubular — •. ..Le- Markers aggregate base rock SO 14:1 n 55 16:1 _:4'.:: ...: ... 60 O 65 19:1 70 20:1 m PORTABLE CHANGEABLE MESSAGE FLAGGER STATION MINIMUM LENGTHS TABLE EXCAVATION ABRUPT EDGE SIGN(PCMS)INSTALLATION LIGHTING DELINEATION E "L"VALUE FOR TAPERS(ft) _ BUFFER"B" ft NOTES: GENERAL NOTES FOR ALL TCP DRAWINGS: *SPFED(mph) W Ewe w Shoulder MdrM1 being closed or shifted ( ) • e n Temp.Plastic Drums W <10 W.12 W.14 W=I6 • Abrupt edges may be created by paving,operations,excavations Signs and other Traffic Control Devices(TCD) See TCD Spacing Table 25 105 125 145 165 75 or other roadway work. Use abrupt edge signing for longitudinal • shown are the minimum required. for max,spacing. abrupt edges of 1 Inch or greater. 30 150 180 210 240 100 • Place a barricade approx.20'ahead of all • • • 28'Tubular Markers 35 205 245 285 326 125 - • k the excavation Is located on left side of traffic,replace the sequential arrow boards. See TCD Spacing Table 8'8(I10R barricades with 8'8010L barricades and replace the 40 265 320 375 430 150 for max.spacing. 'RIGHT"(CW21-BCI riders with'LEFT'(CW21-8A)riders. Arrows shown in roadway directional arrows 4S 450 540 630 720 180 • yare 50 500 600 700 800 210 • Continue signing and other traffic control devices to Indicate traffic movements. 55 550 660 770 880 250 throughout excavation area at spacings shown. • �'' '>-'� UNDER TRAFFIC All flgoe are rat r 48'unless otherwise shown. • 60 600 720 840 960 285 Use background cent orange sheeting for the UNDER CONSTRUCTION 65 650 780 910 1000 325 • if pages signs are uface,attach the corrand ot(C W g temporary ruing signs. �� plaques to the sign face using hook and loop fasteners. back round of all Lem ra a gn 70 700 B40 980 1000 365 Place roll-up signs in advance of barricades. • All diamond shaped warning signs mounted on barrier sign supports shall be 36'by 36'. FREEWAYS CW21-9 All other signs mounted on barrier sign supports shall not exceed 12 sq.ft.in total sign area. 55 1000 1000 1000 1000 250 Plaques 60 1000 1000 1000 1000 285 5 a • Low speed highways have a pre-construction posted speed of 90 mph or less. 65 1000 1000 1000 1000 325 ry, �� air High speed highways have a pre-construction posted speed of 4S mph or higher. • 70 1000 1000 1000 1000 365Ca ABRUPT 32x I1 ABRUPT OR EDGE • Do not locate sign supports In locations designated for bicycle or pedestrian traffic. NOTES: EDGE [corral • For Lane dosures where W< 10',use'L'value for W=10'. 32x 11 • Combine drawing details to complete temporary traffic control for each work activity. • For Shoulder closures where W< 10',use'L'value for W=10'or calculate'L'using CW21-8A LEFT I • To be accompanied I needed) Nan 8 formula,for Speeds>-45:L=WS,Speeds<45:L-S W/60,S-Speed,W=Width 36x18 RIGHT CW21-8C ((AS(As sigh mart panted by Dwg.Nos.TM820 TM821. 323E1(As noted) 42418 TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE (M urn one S)S) * SPEED(mph) Sign Spadng(ft) Max.Channelizing sacs.BOOK NO.___1M(19A)1_-_ SOe Putt U L-jUL-202L____ A B C Device Spacing(k) Abrupt edge NOTE all marerid and wee No snail be in accordance with 20-30 100 100 100 20 me amens Oregon Standard Specification • 35-40 350 350 350 20 The selection and use of this OREGON STANDARD DRAWINGS 7ioiaaoiaf idiiidiiilialii /liiiD/li/D/�///��_ Standard Drawing,while de- 45-55 500 500 500 40 J]— signed in accordance with 60-70 700 700 700 40 8'B(IIOR 8'BOIOR ..Igenerally accepted engineer- TABLES.ABRUPT EDGE AND • ing principles and practices, PCMS DETAILS Freeway 7 000 1500 2640 40 K rte. K m. _ d mi. is the sole responsibility of OoNOTES: the user and should nor be 2021 C3 • Place traffic control devices on 10 ft.spacing for Intersection and access radii. used without consulting a onroveron mscxenoN a When necessary,sign sparing may be adjusted to lit ski:conditions. Limit spacing adjustments to 30%of the A"dimension for all speeds. Registered Professional En- TYPICAL ABRUPT EDGE DELINEATION gineer. Effective Date:December 1,2021 -May 31,2022 TM800 • 4'min.-8'max. • 24'min. 4 4 GENERAL NOTES FOR ALL DETAILS: • Sandbags(approximately 25 lb sack filled with sand) //�`�S may be placed on lower frame to provide additional ballast. 4ht4'min.-49'max � Y . / p E • Ballast shall not emend above bonom rail or be suspended 5\Ys` \ 4 from barricade.. • For rails less than 36'long,4"wide stripes shall be used. F • Rails must be 8'min.to 12-max.In height. iiiri- While and orange White and orangeir E • Use barricades from ODOT Qualified Products List(QPL). encapsulated lens encapsulated lens c c enca and orangedo 5 sheeting on rail sheeting on rail /�(��e 01 n E encapsulated on lens ^E • Use 4'Type tI barricades where horizontal o / 'As A `E sheeting on rail apa«is limited. ir >:p / > • Do not block bike lanes or shoulders unless the m 4 4 • fadlhy is properly closed and signed. .-1 Do not place barricades In sidewalks unless sidewalk is Extg.ground Ext round • closed and a temporary pedestrian accessible route(TPAR) m Extg.ground L I.L'Ig 9 9 ._E is signed according to the TCP.See Dwg.No.TM844. -o ei re TYPE I TYPE II TYPE III E BARRICADE RAIL LAYOUT NOTES: • Markings for barrcade rails shall slope downward at an angle of 45'In the direction traffic is to pass. • Where a barricade extends entirety across a roadway. Traffic Traffic Barricade it is desirable that the stripes slope downward In the direction toward which traffic must turn In detouring. 1 *---G Barricade type -Indicates barricade placement • Where both right and left turns are provided for, I I / on the roadway slope the chevron striping downward in both j�� B(III)R directions from the center of the barricade. £1�7 iiininri i • For full roadway closures,the C or LR barricade may be used. Extend barricades completely LT.SIDE-L RT.SIDE-R I across roadway unless access is required for (For approaching traffic) (For approachingaraffic) local road users, BARRICADE NOTATION utc.Boox xo.____11{,L____ soe Date ____01,JUL2D20_____ NOTE All eu renal and oration tandadNpwall he In accordan[e Mm Traffic Traffic the current)andwSrkmans workmanship h in _—y_ _ y The selection and use of this OREGON STANDARD DRAWINGS I I Standard Drawing,while de- signed in accordance with generally accepted engineer- TEMPORARY BARRICADES _Air/ Ak" ing principles and practices, is the sole responsibility of ccoo CLOSED-C LT./RT.-LR the user and should not be 2021 N (For approaching traffic) (For approaching traffic) used without consulting a DATE WAWA ocscwnon O Registered Professional En- DIAGRAM FOR BARRICADE PLACEMENT AND SLOPE MARKING • En- gineer. Effective Date:December 1,2021 —May 31,2022 TM820 98'x 98' 48'x 48"�'z 5 : :ai 2-9§'dia.bolts--12 ga.PSSTph 6"z 4e DETAIL A2-y '-12 ga.x 4"PSST Stubper s2-2x4sp95le '-129a.MSTsTx 6129a.x4'_t -l 1 Sandbags n° �Q T"T sscrrns 4-yak 4"la 8 1-ya'dia.bolts I-yscr 3' 36. ' 2-ye dia.bolts W _ 48' 1-ya'dia.bolts lag screw R�R�2d'-12 ga.MST 1-2z<' �•--"{ Sandbags per side(WP.) Per side gyp.) ■ ■ B r2r-12 ga.MST 2-3j"dia.bolts c 4 2'z 6" I 40• „' A RIB A DETAIL A 1-4"x 4"x 4' �I 1-3('dia.bolts 0 } 1 /Np Snale) 2-2'x 4' I/IFI nu SECTION A-A I-4"x 4'x 4' I 'O -J �l (No scale) Ii f NOTES', NOTES: 1-2'x 6' .-i Use PSST TSis fortotalsi sign l6s.R.or less. •2Y'-12 aMST to extend entirelength o Y Y n • Use Double 20 sq.ft.or a less. . qa 9. e d e g 2-4'x 4"x 5'h 1 sign area pf 20 sq. or less. •All members shall have a minimum yield stress of 50 ksi. inside of the 2$'-12 ga.x 9'MST Stub. NOTES: •Do not use bolt to secure 2Ya'PSST • Use SinglePos[TSS for atotal signarea of l2s fc or less) .. .. •Galvanize steel according to ASTM A653 with coating inside of the 2$'-12 ga.x 4'PSST Stub. • q' '5 designation G90.Remove Galvanizing from steel before • Use Single TSS for mounting'Business Access(CG20.11) welding.Repair Galvanizing according to ASTM A780. •Weld steel according to American Welding signs. gl nol PostTSS mount signs on Typeu it Its Barricades.'( m Society(AWS)D.1.1. 9 E •Use A325 Bolts or equivalent. DOUBLE POST DETAIL PERFORATED STEEL SQUARE TUBE(PSST)DETAIL SINGLE POST DETAIL 03 Retroreflective TEMPORARY SIGN SUPPORT GENERAL NOTES: Sheetin .Pi, and Right ides) • Do not tip over TSS at any time. • • Do not locate TSS's in locations that block pedestrian or bicycle traffic. Retrpeetective in Retroreflective Sheeting Sheeting — • For wooden TSS's,use either Douglas Fir or Hem Fir,which Is surfaced Four sides IS4S1 and free of heart center(FONG). Retroreflective L Retroreflective e E T Sheeting — i Sheeting b Retroreflective • See Temporary Sign Placement'detail on 1M822 for sign installation heights. c Sheeting 0 • Do not place or stack ballast more than 24'above the ground. • • • When sign Is Immnsistem with current work zone condltlans,cover sign:or turn Nsign 90 degrees away from approaching trafc Remove TS5 from roadway I 1 ( is when signing Is not needed for more than 3 days. B ' • Place a minimum of 50 lbs of sandbags on each of the four TSS supports legs. Front Right Lek Front Right Left Front Side (25 lb.max per bag)lmin.100 lbs per side of each TSS). • See Dwg.No.TM204 For flag board mounting detail. Double Post Perforated Steel Square Tube(PSST) Single Post NOTE NI matwin ant werkmansidp shall be M accordance will die torrent Oregon standard 5p.11..11pna The selection and use of this OREGON STANDARD DRAWINGS NOTES: Standard Drawing,while de- Apply Fluorescent orange,ANSI Type VIII or IX retrarefleaNe sheeting to TS5 Posts,as shown,for all temporary signs,ezcept'STOP' signed in accordance with and'60 NOT ENTER'.For'STOP'antl"00 NOT ENTER"signs,used red AN51 Type Ill or IV retroreflettive sheeting en the TS5 posts. generally accepted engineer- TEMPORARY SIGN SUPPORTS i • ApON sign post retrorefecthAry to each TSS post bring front;and to the left and right sides of the TSS.as shown.Use 3'wide sheeting my principles and practices, 3 for weed post T55's.Use 2'wide sheeting for MST TSS's. is the sole responsibility of co • Sheeting may be applied directly to post material;or applied to a rigid,lightweight substrate,then securely attached to the posts, the user and should not be 2021 na used without consulting a veer REVISION uscelrnfN Registered Professional En- SIGN POST REFLECTIVE SHEETING PLACEMENT gineer. Effective Date: December 1,2021-May 31,2022 TM821 NOTES- • Do not block bicycle lanes,sidewalks,or TPAR•s with sign supports.Maintain minimum widths for these facilities according TCP Design Manual,MUTCD,ADA.or as directed. • To be accompanied by Dwg.Nos.TM670,TM621.TM687,TM688&TM689. 10" 214"Sch.40 pipe 6'max. 36'x 36'sign I T' if (m. .12 sq.ft. u of total sign area) 2'min.when the shoulder m _� width is less than 6' rAi �erI, ih ®� ®^ y [..-I'min. 2'Sch.40 pipe 2'(mini ,N ry . L zjs'x zsf'x ass a 2W Sch.40 pipe l 6'-12 Wdla.pin wth I L 2Ys'x 2Wx 35<' �Ii _ head and clip m iisll�I 10 INI ? c 2 • 4' .• y,e -■�r • 15�. Conc.Barrier ry E E e ` 4 �M-1 o E e� ns `o ? ? If bottom of plaque .7..• e Is installed less than m �e33 x, T above the sidewalk qb NOTES' It may extend a 0 3'(min.) maximum of 4'into • Drill additional holes so sign can be rotated 90 degrees pedestrian pathway, l and pinned when not In use. .... as shown. • All structural steel shall conform to ASTM A36. v • Support fits both 32'and 42'tall'F'barrier. ni • Use for supporting a maximum 12 sq.ft.of total sign area. E • Place suDDort at conneRlon between two concrete barrier seRlons. • Weld steel according to American Welding Society(AWS)D.1.1. Urban Areas With Curb/Sidewalk Rural Areas 2-ill's z-1 rzx sns' • Do riot use clipped signs. 1315' • Follow manufacturer recommendation when Installing signs on barrier other than concrete. m Where temporary signs are located m adjacent to or Intrude Into a paved shoulder or other surface used by I ® bicydetrafhc,intrud Intoaarysign l-1'min. CONCRETE BARRIER SIGN SUPPORT `.' (plaque) 7 0"so b of sign a m 6'-12' inimuime ofabove pavement n surface,as shown. n. 5 31 E _ _ 3 es • o E g 5 0 Shoulder ua.Boat xo.____14tA____ son Dare.i.... It• �i NOTE NI material and workmanship shallin accordance with Me current Oregon StandardardSpecifications The selection and use of this OREGON STANDARD DRAWINGS Standard Drawing,while de- signed in accordance with generally accepted engineer- TEMPORARY SIGN SUPPORTS lag principles and practices, H Divided Highway/Freeway Medians Rural or Urban Areas-Curb or No Curb is the sole responsibility of oo No Curb/Sidewalk Bicycles On Shoulder the user and should not be 2021 ^I used without consulting a DATE [e nrox nuscurnox NJ Registered Professional En- g/neer. TEMPORARY SIGN PLACEMENT Effective Date: December 1,2021-May 31,2022 TM822 `!tl 1tl` = 1 "�a � 1 I I _ ;i!of INK24 a C I t m A I I. ao —— \— I i i T azo-:A / 4ax29 .lwTwwr•sa.ea �` B I_ ro auoAo A ——1A Roap worxl � •••� —— IR•I- �•+ t` ° H ® A ' I� f 7 ROAN CC20wi I •'�•// `� t naPx //�` aexxi ; _ w: ———— ———— Sequential Arrow :.m n•N:i „u1 B'PAMIR p ir MUM rr bfAr _i \I I I Sequential Arrow F Ai .—Buffer'6' B'MIR I Illtill.,1 6 I I ;Im A s M, A+ _ F Be l+ -4 END 2ROADWORK T `, I A • C ' A i mFla99<r �, ' I� eoRowwe ! sno 2 A 48x24 p CL20-EA ` 1't ROADWORK e 18xN g I` � Cies2iw � I` E 2-Lane,2-Way4.1; 2-LANE,1-WAY t t I' 1440' I ` ` SHOULDER CLOSURE RIGHT LANE CLOSURE 1 r 11 tt I_ I` I I% I id t t I_ ENO — 2-Lane,2-Way 4-Lane,2-Way ((:).....-1— ; A ROAN WORK A i11 tit pA ONE LANE CLOSURE RIGHT LANE CLOSURE,NEAR SIDE 2 CG2o-2A I` 1 IeoAD I4nRK r `g awe t C482034A GENERAL NOTES FOR ALL DETAILS. I I $- a so-low • Additional Traffic Control Measures(TCM)may be required for all legs of the intersection. Fa . I I- • T'" Sequential Arrow • The'FLAGGER'(CW23-2)symbol sign shall be used only in conjunction with the'BE PREPARED TO STOP 4W3-41 sign. Sequential Arrow I • 8 MIME To determine Taper Length PL")and Buffer Length CBI,use the"MINIMUM LENGTHS TABLE'on Dwg-Th1800. -- I • 8'B(Ilpk/ —— J� ' • For left lane or shoulder work,place TCD to close left lane or shoulder. Use'LEFT LANE CLOSED AHEAD'(W20-5)sign, —— — 'LEFT LANE ENDS'(W4-211 symbol sign,or'LEFT SHOULDER CLOSED'O•nl-5a)sign.where applicable. T .,-..• • To determine sign spacing A 8,and C,use TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE'on Dwg.TMBOO. I __ _` ———--' —- / • When a through road Intersects within the work zone,place a'ROADWORK AHEAD'(W20-1)sign In advance of the intersection at sign spacing A. / / Left turn lane storage ( ( •—lenSeh is determined r ' by the Engl near • Tubular markers may be used in lane closure tapers where posted speed is 40 mph or less. A} R330s30es I I •.1 I S ® • Where shoulder width Is limited,Sequential Arrow may be placed within the lane closure taper. taco + A P'„ • Place channelizing devices around intersection radii,business accesses and driveways at 10'spacing. CL30.2A '- gli Na-? 18a29 Sequertal Arrow'' I l %+�+ 30x30 • Install a"BICYCLES ON re when a (CW sign R3-t 8'MIIOL_� I ® in advance of the closure when a bike lane is utc.aoox uo.____11/A____ soa oars ___ ➢L-1VL-2D20_ 30x30 8 dosed,or when the shoulder is closed and bikes NOTE'. M material and wor4mansNp shall be In accordance with I r I F `. are expected. the current Oregon Standard soedfications mo A • To be accompanied by Dwg.Nos.TM820.TM821 The selection and use of this RoaowaK z� a s TMsdD. OREGON STANDARD DRAWINGS cc20 2A Standard Drawing,while de- 1` t 48x24 I signed in accordance with NOTES. 11 t c TI I� 28-Tubular Markers NOTES. I See TCD SpacingTable on generally accepted engineer- When work a in place for • When work is in place for I f• g gprinciples practices, INTERSECTION WORK ZONE DETAILS TM800 for max.spacing. m and ractices, —I 11 consecutive days or more, 14 consecutive days or ♦ ow place temporary lane directionmore,place temporary l 1 I I I` o••o o Temp.Plastic Drums is the sole responsibility of lane direction legends SrC Co legends in mandatory turn See TCD Spacing Table on the user and should not be 2021 A lanes,as shown or directed. SI- mandatory turn lanes, I _ TMBOO for max.spacing.1.-. as shown or directed. .Lo 111411 used without consultingrwn wW11 a DATE RswcoN 4-Lane,2-Way 4-Lane,2-Way f—I UNDER TRAFFIC Registered Professional En- RIGHT LANE CLOSURE,FAR SIDE LEFT LANE CLOSURE,FAR SIDE ® UNDER CONSTRUCTION g/veer. Effective Date:December 1,2021—May 31,2022 TM841 1 c — 1141t1 I11110 I� 1,1 A I my e ao wax I I I I I I 'I I 2 ce20-2A I I I I I ! ,oa allx11 . A ROM wRx I 1. I /// y �\ I I 1t 0620-2A mn I A — exo I .�/ OBK a = CR 1B 14AI I 2 cods 0 r �hr © I T'Mj I j I Noun.on Single post TSS) O L3�� �iyl eNni l 'ems— -- / a3— :I /t `4 \` 1 •'/a I \ -" `��/L' (Mount eniSingle Posr T59 S i• ]-A'BhIli1L - •' \ 63-2 '1 O 6'B(IIOR f� I•x20 Sequential Arrow 36,18 �1 IMaunt on MmJe Post T55) of S 0 IMaunt an TSSI oO I ,_ L A N\ E H J (Maunt on TSS) q k. Worm an TSA ` \\ h, .1 Lehrr,T vgelenpdt i �tlQi dererminetl by[M1e Engineer 5equentlalAnow�� d $ :Iry 4 (Mount on TSS) a -In oat2= I 6'BIII0R �---1— A CO20 pr6 ~ A 3 A� t I. o- i Iry 8 C48024 wen wow 2 — A ® 3a 30 CG20-2A B 1Bxi1 0x10 N A I I ( ®.. ry 6 /Meant on Single Post TSS) i R3-r . x,�n g 30x90 1 II. C A s 111 ti 11h11 _ jljti 61 1 : I— ll y 11 y y i _ CG20-EA 6 I 98si4 I I G 114111 I- I I — y 4-Lane,2-Way Roadway With Left Turn Median 4-Lane,2-Way Roadway With Left Turn Median 4-Lane,2-Way Roadway With Left Turn Median 4-Lane,2-Way Roadway With Left Turn Median RIGHT LANE CLOSURE LEFT TURN MEDIAN CLOSURE LEFT TURN MEDIAN AND LEFT LANE CLOSURE LEFT TURN MEDIAN&LEFT LANE CLOSURE,FAR SIDE GENERAL NOTES FOR ALL DETAILS: ulx woK NO____JUAv____ Sae nuF • Additional Traffic Control Measures(TCM)may be required for all legs of the Intersection. NOTE current and workmanshipStandard pecfl be In accordance with • To determine Taper Length I'Ll and Buller Length('B9 shown on this sheet,use the'MINIMUM LENGTHS TABLE'on Dwg.TM800. © the current Oregon Standard Specifications Signal • When a through road Intersects within the work zone,place a'RDAD WORK AHEAD"(W20-p sign In advance of the intersection at sign spacing A. The Se/eGTi00 and use of this OREGON STANDARD DRAWINGS • To determine sign spacing A,6,and C,use TRAFFIC CONTROL DEVICES ITCD)SPAONG TABLE'on Dwg.TM800. 28'Tubular Markers Standard Drawing,whl/e de- See TCD Spacing Table on • Tubular markers may be used In lane closure tapers where the posted speed Is 40 mph or less. TM800 for max spacing, signed In accordance With • Taper Length of'L'for the through-lane shifting tapers may be used for higher speed roads. e••• generally accepted engineer- MULTI-LANE SIGNALIZED n remoo Plastic Drums ing principles and practices, INTERSECTION DETAILS —1 • Taper Length of for center turn lane closure may be used in areas with high number of accesses within the work zone. See TCDSpacing Table on TM800 for man.spadnp. is the sole responsibility of W • Place channelizing devices around intersection radii,business accesses and driveways at 10'spadng. the user and should not be 'A • Install a'BICYCIES ON ROADWAY(CW11-I I sign in advance of the closure when a bike lane is closed, I.- -. I UNDER TRAFFIC2021 to or when the shoulder Is closed and bikes are epected. used Registeredd Professionals a pact unvox oescRwnou • Signal timing adjustments determined by the Engineer. ® UNDER CONSTRUCTION En- gineer. • To he accompanied by Dwg.Nos.TM820&TM821. _ Effective Date: December 1,2021 -May 31,2022 TM843 NOTE sinamt MO * 'k •Limit work to one corner at a time ANEgo DETOUR DETOURto minimize pedestrian distruption DI IM it DETOUR I DETOUR ....we.. and detour length. DETOUR rly CROSSHERE _• M4-9b M4-9b R411 Mnx24 MOx24 DOSWIAS M4-9b 30x24 30n24 24x18 (Mounten&R)RI ?Mount R1111R) 0.05E0 DETOUR ti e (Me 30024PC01 (Meant on ROOM (Mourn on a(1004 . (Mount on 5111)R) / or/ (Mount y Cm Maunl•BIIIIRI ■`�� INSEi'A'l '(// 21x24 30x24 ti y Sxim ng "a � � '. a� A mae DETOUR M4-96 Sam INSET'r � e�6 ro• (Mount no PCD) DETOUR r•lAl� DEWAII( CODY C�� _�See„our 30x39 p ti CLOSED _ r IMoumen e(IDM o xe q•lmin.l of // ong eacF1R9-9OR22-81i ` -' be of erlsp /I 24x12 24R21 I +Mewa14 M DETOUR I (Mourn an PCm Mount on PCDI j_ �c R 0.e9d) ADPMNx OOkO . -9b Ito AHEAD c M 30xE4 � Within Roadway rNOTES: —I Mount on MUM CROSS HERE a SIDEWALK DIVERSION •Ramp size willmII nary' ,- D OUR SIDEWALK�m Mourn an 6(III0.1 c p mustR9-9 e NOTES: ADA requirements AP . 26812 (Mount ro Intl.St signmoo grade M9-96 (M 12rn a POD) E ••Place or construct temp.sidewalk of andZ5% max design r 3ax24 2 Reed.) ramp,as needed. cross slope of L5%, Mount°n glRRl •For roadways with a pre-constmctlon ____ posted speed o140 mph or less. PCO 9R',min. Drain * S OV CLOSED DETOUR •See inset'A'for Temp.Sidewalk Ramp pipe MDlir details. ... DETOUR �� �ii ����^ y CROSS NER E %y Mq-96 •W=60",or.where 60"width cannot be :♦♦' M4-96 30x24 maintained through the entire route, ► .•4 fux24 Miel B , (Mount on i(IIIU provide 48'min.width with 60'x 60" RMOP �m�f�. (Mount nn flUl)M (Mount on MDR) * SDERAtt norm * Gassing spaces every 200 ft. 6y�4l DETOUR 'w� DETOUR •Use temporary ADA compliant surfaces I %// S' y CROSS NERE b to cross planter stops or other INSET"A" . ; , j�R M4-96 es�sb non-traversable surfaces. �/; e nt 0,1 36x18 n onq LTemp Sidewalk Ramp, {r m n. (/ Mourn o BRIM) (Mount on MIA) J pro (Mount 9n B(IDRI III I/A II— INSET"8" I` 13� (Closure Detail) r—r Place 4'g each L J 4M•,m1n. rrn along ocF PCD �_ side desisting I SIDEWALK CLOSURE,MIDBLOCK INSET C" I (Closure Detail) w ~ GENERAL NOTES FOR ALL DETAILS: L_ SIDEWALK CLOSURE,CORNER L:: ~ • When closing or relocating crosswalks or other pedestrian A. (, �� features provide ADA compliant facilities. Include accessibility „,. /A features consistent with existing pfactng. faUNtles by providing DETOUR // adequate slope transitions and surtacing. NOTE All mmed'Cos:M workmansMp wal Tibe In xcortlmtt xXM1 ► �:: in ti lii'iiF:� UNDER PEDESTRIAN TRAFFICme cwremogvn Stanmra Spamcanons Mq_gb u • Providenon-slip,60inchminimum wide surtace throughentireThe selection and use of this Means e�gPOD) ~' , 60axstrian route. If not 60'passing spaceievery 2UDrfeet along the route.nth ® UNDER CONSTRUC"DONStandardDrawing,whilede- OREGDNANDARDDRAWINGS+++•... PEDESTRIANCHANNDJZINGsigned enaccordancewith• Only TCD(or pedestrians are shown. Other devices may be DEVICE IPCO) necessary to control vehicular traffic. generinc accepted engineer- TEMPARY PEDESTRIAN engineer- ing principles and practices, ACSSIBLE ROUES `—I • Stage work,as necessary,to provide a temporary pedestrian is the sole responsibility of M — access route at all times. For roadways with no available detours, Co * III maintain one open sidewalk at all times. the user and should not be 2021 a DETOUR IIP ID usedwithout consulting a DATE WAWA oEsoamoN • Minimize pedestrian out-of-direction travel. Ma-96 Additional Right of Way • To be accompanied by Dwg.Nos.TM820 8 TM821. Registered Professional En- tM•Nn0unPC01 SIDEWALK DIVERSION gineer. Effective Date: December 1,2021 —May 31,2022 TMS44 NOTE: NOTE: • For left shoulder work,place TCD to close the left shoulder. • For left lane work,place TCD to close the left lane.Use'LEFT TWO LANES CLOSED AHEAD"(W20-Sal, Use'LEFT SHOULDER CLOSED'(W21-5a)sign. 'LEFT LANE CLOSED AHEAD'(W20-5)and'LEFT LANE ENDS'(W4-2)symbol signs. to,o s'e dM1 '� IMoud on TSS) (As needed) lob needed) 8'MOORF..3D2 +-1 _ ,_to. w��3D, 302 F 1 I sec, L i n F 1 8 A ;ruffed Buffer 2 C B _ A 3_ Taper A A AI Taper Buffer Buf/er 2 o "ROADWORK r ` B'B(IR)R L 8'80R)R `Seavendal Arrow � � -i uo R MD ? A0ROADWOOK ° dM1 48a2a (2 Regd.) (2 Regd.) (2 Hegel.) (Mount on TSS)(Mount on TSSI 48,44 0 ce 4-Lane,2-Way Roadway 4-Lane,1-Way Roadway 00 SHOULDER CLOSURE TWO LANE CLOSURE e �I `or •sO, ROAD Ma II 5 Ox IDsp A {Mount on TSS)� "" CG30.2A �`n O° A0o •oao Nord Z (As needed) o' as 24 .sL` Ta er A 8 C cc2o-2A� (Mood on IRS) I' L ' aax2l A s<nu<ntWl Arrmx (As needed) I L 1 ( gBnmR �' f I R•enlpL { 4 4 —e _ _ .-tit e ° �'F � _ .+1 F F • 5<guenal Arrow L l A 1 F w1 _F _F _ _ 9 ♦ e °I e Sequential Arrow • A LI I'C B A" Trr IBuffer IBuff e 21 C B A Taper IBuNer] !Suffer' 8'B(DL 1_ _n,o b O` /� Ill' D020.2AI �/�\ J ROADWORK A °ryo' (/\uv�..ndls\�' �pl' 48x24 n, `o°. Ca3xiiA 4-Lane,2-Way Roadway 4-Lane,2-Way Roadway EXTERIOR LANE CLOSURE INTERIOR LANE CLOSURE CALC.BOOK NO,____JQA-___- SCR DATE --__01-JUL-202g.-____ GENERAL NOTES FOR ALL DETAILS: NOTE. MI maredzl and workmanship shall be in accordance with The tinter OreOon Sundard Stre<Inea,lens • Install temporary striping as directed. The selection and use of this OREGON STANDARD DRAWINGS • - • 28'Tubular Markers • Signing and other TCD shown to be Installed In conjunction with the work areas,shall move with the work areas. See TCD Spacing I a on Standard Drawing,while de- TMBOD for max.spacing. signed/n accordance with • To determine Taper Length Cl")and Buffer Length C8').use the"MINIMUM LENGTHS TABLE'on Dwg.No.TM800. generally accepted NON-FREEWAY MULTI-LANE • To determine sign s Wdn9 A.B.and C.use'TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE'on Dwg.No.TM800, ° • o Temp.SeeeTCD Plastic DrumsCD Table5pacSpacing on engineer- ing principles and practices, SECTIONS —I TM800 for max.spacing is the sole responsibility of Co • both sides slop devices may be placed at 101 spacing around the Work Area for emphasis or if the area is exposed to traffic on Co both sides simultaneously the user and should nor be 2021 Ln >- :':`I UNDER TRAFFIC used without consultinga CATE REwsler MOUTON I , • install aLES ON ROADWAY"(CW11-1)sign In advance of the closure No--,a bike cloned.is ci o so ..,.,'r a shoulder is closed andnd bikes ��are expected. UNDER CONSTRUCTION Registered ProfessionalEn- • To be accompanied by Dwg.Nos.TM820 8,Th1821. pincer Effective Date:December 1,2021-May 31,2022 TM851