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PFI2021-00282 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PFI2021-00282 T I G A R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/28/2021 Parcel: SEG1403 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: PGE Job#M2922744 Project Description: SEG 1403/1418. PGE Contractor to install conduit via boring. PGE to pull wire through PGE approved contractor installed conduit. PGE to replace/relocate vault. Class of Work: FEES Type 1 - Utilities (gas, electric,data) Description Date Amount PFI Permit Fee 07/28/2021 $300.00 Owner: Total $300.00 REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE Tigard website atwww.tigard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: BRIANA FOGH 2213 SW 153RD DR. BEAVERTON, OR 97003 PHONE: 5036725462 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 below Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2021-00282 Tvoe: Condition Name: Status: Severity: PFI_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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 s 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Utilities 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_Utilities 24-VALIDATION OF MATERIAUCONSTRUCTION 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_Utilities 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_Utilities 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_Utilities 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_Utilities 28-AS-BUILT DRAWING Applied Notice 1,2,3,4,5 28-AS-BUILT DRAWING 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). 1,2,3,4,5 28-AS-BUILT DRAWING 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). 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). j71 City of Tigard PFI#: PFI2021-00282 ENGINEERING DEPARTMENT TIGARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION PGE Job# M2922744 TYPE OF WORK Project name: la TYPE 1—Franchise Utility Work Brief description of project: PGE contractor to install conduit performed by NWN,PGE, or utility agency via boring. PGE to pull wire through PGE approved contractor ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer installed conduit. PGE to replace/relocate vault. SE 1403/1418 Work performed for the purpose ofi • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and ' 7190 SW FIR LOOP main line tap Location (address if available): ❑ TYPE 3—Full Scale Development Work Tigard, OR 97223 performed with land use approval which includes any of the following. • Subdivisions or Partitions APPLICANT INFORMATION • Street widening PGE [Briana Fogh for Taylor Reed] • Mainline installation for sanitary sewer, Name: storm sewer, Tigard water, and Tigard Mailing address: 2213 SW 153rd Dr water service area city/state: Beaverton Zip: 97003 0 TYPE 4—Small Cell Technology Phone: 503.672.5462 ❑ TYPE 5—Tigard Triangle Email: Crewcoordination-westem@pgn.com Phone: NOTE: Type 1 and 2 applications may be Taylor Reed ernailed to rowpermits@tigard-or.gov. Contact name: y Phone: 503.718.6308 Email: taylor.reed@pgn.com CONTRACTOR INFORMATION 0 Same as applicant Name: CCB Number: Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Ben Jurgensmeier- Loy Clark Mailing address: 19020 A SW Cipole Rd City/State: Tualatin Zip: 97062 Phone: 503.793.2389 Email: ben.jurgensmeier@loyclark.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ (within the public right-of-way) Is work related to a LAND USE DECISION? Oyes El No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-orgov • 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. Briana Fogh 7/27/2021 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date S'I AFF USU. ONLY Case No: PFI2021-00282 Permit fee: 30 '0 ' Received by: NT Date: 7/27/2021 Approved by: T -13. Date: ?/4-7/202.I Notified by: ! ,` Date: 121Y21 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$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PH Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑Yes 0 No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): 0 Small Cell 0 Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following. items. The plans must that include: 0 Public Right-of-Way 0 Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the El General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwcvtigard-or.gov • 503-718-2421 • Page 3 of 4 Edge of Pavement Streetlight ( -•D - -•—•—t—•— �f / / ,r I� ti I aTT' ® xc 1 : o ,,-1 1 l 1 T'-raSil;;7f$ irrinr" ; H ( Existing House 1 I LII 1 g 1 III . Driveway '1r ze 1 1 co ' 7:4.! a! 1 �1 =I g a _1 Ste' 1 al i 1 Beefing Shop 1 ..i- \ L Power`le ! i I. m 1 `a O o Ia 95' 1 ' Fire HVdr•rd(FH) I i Scale: 1'=.0' I I. ! ! TYPE I AND 'l'1P1 2: MINIUM SKETCH REQUIREMENTS (Put N/A if nut 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 • wanutigard-or.gov • 503-718-2421 • Page 4 of 4 11e 55 elutl v INO 1191 v LEGEND 46w 40,4 71ER noa A ecN 2A11R +9" +� MIIAc9R 45V 9-14•InOT TA Y555nT1 RCYACSR Eu J 1 ROIe1 meanest 100 4574 IDGE APARTMENTS moo ATS 3005 -142 asr 4001014aMI01Rr0ARx NAMPTON R SW YARNS ST B 25 70620 _REI.MYFtuaxnnx.En TALL 2_YSOU HCYSIES ' =.MOnRmRAxvawxSTALL AROInax•L RA moss POLES tzwl I--POLE CLASS(/,2.3.4.HI,H2,S) Nr-CL 4126O 11 _ 45,1 i L_POLE HEIGHT 199 .8 CONDUCTORS FJ 'e.3. \qr MHLLAKEIAL LAJX3O IREYRY M I•/MC C061.11I .ROLR'E04 INIALLmerPO APPROVED COXIIHCna5 WL2 VT-31NEWI' WOa•HxOdaMM RaouwAe4ARrcAME n6te0: xoorrcouaaE PER Lc:lessr VAULTS SU52-660 VAULT BASE BC225341 10,10 7100lij SU90005783-660 NON-SLIP VLT LID,2-DOOR.NO KEYWAY _ 192 A2540034 m^alr�oA• +®4mawnwrvLiRVEw•wlRree6.NNW.Tr LATERAL TAP UNIT-4 POS-3 PHASE �Tbz 20420 pVN4M'CCNL'.ON 6N4VYL1 LOMw+ir nsma6 (5)ELBOW KIT-JKTOCARLE-02 AL I sI-^y-F°Re s.auw.cx vnv.,lwa.ev-vAon cox,. • 3 DUST COVERS 4C 223103 EQUIPMENT HVtT L.;Ilet M,3 : 3-10100T i 0 ME WALE HEW SOCAraw VAR nYSMA VT-7ME ABC 225 u3n STEW, s' 'SOW ABC OIL p°'r LANDSCAPING NOTES: NOTES TO CONTRACTOR: 1971 00209 F WO0 J ROW•R°, late WLIPL-107S: CONTRACTOR TO RETURN AFTER LINE CREW 3 WL4 VT-7550: POST-REPAIR DAMAGES TO REMOVE THE VAULT,BACKFILL WITN gg Pr SU39662-VAULT CONC.48•x40'x42•VV-0H L AROUND POLE. SAND/GRAVEL AND MAKE HARD SURFACE a. TEMPORARY VAULT LID iP" REPAIRS. n LATERAL TAP UNIT.IPOS-3 PHASE WL2 VT-31(NEW): .�� 1:4 ROW WV (9)ELBWT KKIT •JTD CABLE.02 AL POST-REPAIR DAMAGES c R. VERS AROUND PAD. o O MG 3AL S NOTE:REMOVE GUTS FROMVAOLTANO W .raw 143 St t0 5533e 3 % ABANDON EXISTING CABLES OUTSIDE OF r.- WL3 PD-8498: cNe M ROW ASE L THE VAULT.THE CIVIL CONTRACTOR WILL Open POST-REPAIR DAMAGES TSJI > SW PM Sr M RETURN TO REMOVE VAULT. AROUND PAD. 4164 ,10 1993 O4' Vr-754T 7130 ABC lu .0, SE ay11 ep ABC 11200 0 5..10 1a01 ABC SAL 14 AeC2AL dawn 1919 10110 2 B 1075 13415 ;5.4 4 9W E N eC 225 322 G� 108 040 [ e y • • ABC 225371 yr-,660 rpO�' rO-wse, ecl.._. _.._ ,4 /T 4��ABC2AL y e ,140 $ N ROW=]0 40 S'g x1 ii 895 WL]PD-0100: - 1 WL1PL•10T6: (3)move:ELBOW KIT-JKIO CCABLE-#2 AL \ecxu Ct12024 R� M(JS1Instal: \ Install: Remove: (3)142 C/0 F100T UG TAP °02°3 4 DEVIATION FRDR17I11S DESIGN MUST (2)ELBOW KIT- CABLE-I2 AL 20d 1.21 PVC CONDUIT UNIT 1918 50 24000 Rmmnvet: nw RDdlOtt APPROVED RY THE PGEPRO/EC7MANAGER (9)1I3 C/O F100T UG TAP 44N PVC CONDUIT UMT E1ne / \ MU MO IEEGITE 0II O10 ATTEN110N: OMGON IIW 58953 SIOU i0I0f I0W AVI[SA00/iE0 811 CNa IYMEO.F60RVrFr IYNOTIN Ar10NLExrfX. ,.A.,, WI.Install: T SAFETY M056 Ru1ESAxE5n ro300082 AA TAINC.W]0 CREW NOTE'. 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"1 r..r.IM1 I 9 -•Na w�® TEsTPULL I r s 0 PJ� STRING INEACH PVC. 4 CONDUIT TO yr-7549 t 9Y7ciry DE q .:, 7' SW S,71dn n Sources:Earl.HERE,Gann in.USGS.Intermap.INCREMENT 3/4"MINUS ` 4R-8' VT- 31 p.NRCan.Esri Japan,MET!,Esn Chlna(Hong Kong).Esrl Korea.Esri(Thailand).NGCC,(c)OpenStreelMap contributors, CRUSHED ROC 4"CONDUIT TO PD-849B 0.: and the GIS User Community 6"DEEP(MIN) PRIMARY CABLE & CONDUIT TABLE CONDUIT PRIMARY CABLES ASBUILT INFORMATION LOCATION - SIZE WY LENGTH LENGTH PULL PULL CABLE LENGTH LENGTH (in) DESIGN ACTUAL REV DESIGN ACTUAL Foreman-[INnplete FROM TO IN) (ft) (lb5) Ilbs) Sire&Type (ft) (ft) NOTES PL-1075 VT-31 4" 1 160' 63N 103N N2Al1ATTX 220' VT-31 NO-8498 4" 1 155' 10Dk 73N N2 AL Pa TX 165' VT-31 VT-7549 4" 1 290' 148N 137N N2ALJRT TX 320' Total 1ph 3ph 605' 725' DEVM1770N FROM THIS DESIGN MUST APPROVED BY THE POE PROJ MANAGER �� ArrIWOON: (NIL 311 BEFOREYOU D:"CliE"6"CT T/ HONKrt OREGON GW RETORTS gV I A;o V RULES AMII(R ^ � 9YMEOR[GON U11lISYNOTttILS I10N CENTER. ]y( INOY RVIESIRF S[i FORMINOIR 95}.pp1Ai10 SAFETY TNT 427717SGTWU:AIORFNN«UIRRR W \IRS j NTO REQUEST UTO ROLOCATES FALL (SW-)JT,91 ro RTOUES TUTS nfOLSTrs GII THE fl-if NFLNRPILLIUYNESSICATNN CENTER.ESS ATLEAST ersllssa 2 RUMNESS OATS PRIOR TO GGVINON Pee CONSTRUCTION DRAWING AS-BUILT Vefw1.MOLTS NESC VIOLATIONS CORRECTED - Fon.," DAM GROWN,F0,00,0 OMa. IRaRw 015 W YA.R(nm*pa) SLNMFNG REVIEW )ASBUILTBYDESIGNER: sAl2J12020 Tt IR A SO R IAe 1070001 [14000045/5 I I222704 , RPLC 3 SGMNIS OF 30 VG PRI AND INST 577 VT TO RPLGREL DMGD VT 'N. 'FWEST WEST POfLTLAND-72ND 1 ICE 17 R 22 w'E 000APQv \ i190SWFIR LOOP lOGSEG9ENT3 s T '''Es''' TALL GAULT,REMOVE SAMAGE VAULT INSTALL 571 VAULT REMOVE DAMAGED V WLT WWASHI SECNOMS AIMN ASIYNGTONI C2101D I SOFA muumuu lSGve" R N N00.0R.. TAYLOR REED 503.9430531 NILS WAGMAN IWa.°a°rs" ... + ILgocmc Co.-.Isc,'",EER.Tp Page 84 2011 Edition Stationary Lane Closure with Flagging Diagram 320 Diagram 320 covers total closure of one lane of a two-lane, two-way roadway. See the detail inset for the layout if using a single flagger to control both directions of traffic on low volume roads(less than 400 ADT)with good sight distance as discussed below. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers at each approach are required if any of the following conditions exist: a. Night Operations. b. Work space is over 200 feet in length. c. Sight distance is less than 750 feet from each approach through the lane closure. d. Traffic volumes are greater than 400 ADT. 4. The length between the Flagger Ahead signs shall not exceed one mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one mile. 5. Cones should be used to outline the work space when curves or other roadway alignments prevent clear direction for the motorists to pass the work space safely. 6. Cones along the work space are recommended when posted speeds are 45 mph or greater, when working under heavy traffic or when travel lanes are narrower than 11 feet. 7. Extended queue signing (see Diagram 5-4)should be used when traffic queues extend beyond the initial advance warning sign. 8. When flagging near an intersection, the"Flagger Ahead" (CW23-2) sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead symbol signs may be placed on the side road(s). 9. Sign set-up and flagger placement shown may be used for intermittent full road closures of 20 minutes or less. 10. The "ONE LANE ROAD AHEAD" (W20-4) sign is optional and should be considered on high volume or high speed roads, or when extended queues are expected. Chapter 5 December 2011 2011 Edition Page 85 Stationary Lane Closure with Flagging Diagram 320 02 WZ`9 i W 0 a 2. . �� 1� � am 1 1 LL 0 s� 1a 41,14;0, r • Z1 4 a•� i • • L • I .51t , is,v its is • V E , II.72 !' I . • Z! • T, gip; i . • I • • teg TR Y I V .. Sign Spacing and Buffer Lengths)lest) 1 t v w I Posted 5pacin9 Between Signs_ Buffer eye Speed A J B C Space • au z G 20 50 25 100 100 100 75 30 100 40 350 350 350 150 45 180 50 500 500 500 210 55 250 December 2011 Chapter 5 www.invarion.com Diversion into a Continuous Left Turn Lane Diagram 430 Diagram 430 shows work in the travel lane(s) next to a continuous two-way left turn lane with one direction of traffic diverted into the continuous two-way left turn lane. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3 — Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. When two or more travel lanes are reduced to a single lane before the diversion, each lane shall be closed separately. Layout traffic control according to ODOT Standard Drawing TM 852 for 5-lane sections. 4. A shifting taper (U2) may be added in the diverted traffic direction across the continuous two-way left turn lane (as shown). This option is recommended when the speed is 45 mph or greater. Sign Spacing and Buffer Lengths (feet) Posted Spacing Between Signs Buffer Speed A B C Space ERRATA: 20 50 25 100 100 100 75 Supplement Table 30 100 35 350 350 350 125 Updated: February 12, 40 150 2016 45 180 By:ODOT Traffic-Raodway 50 500 500 500 210 Section 55 250 Signs Spacing and Buffer Lengths (feet) Supplement Posted Spacing Between Signs "Buffer` Speed A B C Space 60 285 65 700 700 700 325 70 365 www.ihvarion.com Diversion into a Continuous Left Turn Lane Diagram 430 ROAD WORK .�. AHEAD IIIt CENTER LANE 4 CLOSED AHEAD I A L/2 I c 0 0 Buffer • •gV Protection Vehicle • w/TMA(both Optional) • See Chapter 4 • . • • . IMF Buffer • . / • 0 ° L/2 • 0 • . I • i 0 L/2 a A 0 I ° V I lyt ROAD WORK AHEAD • www.invarion.com Shoulder Work w/ Minor Road Encroachment Diagram 300 Use this detail for non-freeway work which extends into a travel lane and maintains a minimum 10 foot travel lane. If a minimum 10 foot travel lane can not be maintained, or when traffic can not safely pass by in both lanes simultaneously, use the appropriate lane closure diagrams — for example, Diagrams 310 through 350. A lane closure may be appropriate for conditions such as high traffic volumes, high speeds, and inadequate approach sight distance to the work space, or heavy equipment adjacent to the travel lane. 1 . Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3 — Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Cones shall be placed along the entire length of the work space. If a protection vehicle is used and work is in place one hour or less, the taper and tangent devices may be omitted. 4. If the speed is 45 mph or higher, volumes exceed 2000 ADT, or there is limited sight distance, consider placing cones or tubular markers on centerline. 5. An arrow board in caution mode or truck-mounted PCMS with "SHOULDER WORK" or other appropriate message may be used for higher visibility. Sign Spacing and Buffer Lengths (feet) Posted Spacing Between Signs Buffer Speed A B C Space ERRATA: 20 50 25 100 100 100 75 Supplement Table 30 100 35 350 350 350 125 Updated:February 12, 40 150 2016 45 180 By:ODOT Trafic•Raodway 50 500 500 500 210 Section 55 250 Signs Spacing and Buffer Lengths (feet) Supplement Posted Spacing Between Slgns, "Buffer" Speed A a c Space 60 285 65 700 700 700 325 70 365 www.invarion.com Shoulder Work w/ Minor Road Encroachment Diagram 300 ROAD I WORK to AHEAD 0 Initial Warning A 0 Sign I 0 0 /`/. (Optional) 0 • • 0 • • Protection Vehicle •V\ w/TMA(both Optional) See Chapter 4 0 Buffer • 0 10' 0 minimum 0 L/3 0 0 0 I A ROAD NARROWS I ---------- B I tROAD WORK AHEAD Page 52 2011 Edition Bicycle and Pedestrian Accommodation Diagrams The following practices and details address the accommodation of bicycles and pedestrians within work zones. The following detail drawings should be incorporated, where appropriate, into the traffic control plan for any short term work. 1. See Section 1.6—Bicycle and Pedestrian Considerations for additional guidance. 2. Stay alert for pedestrians and bicycle traffic and accommodate safe passage for them, as needed. 3. The work space should be protected from bicycle and pedestrian intrusion by using barricades or closely-spaced channelizing devices. 4. Maintain access to transit stops or clearly close a transit stop using barricades or channelizing devices. Bicycle Accommodation Diagram 5-6 Bicycle Accommodation Principles: 1. If a significant volume of bicycles can be expected and work closes a marked bicycle facility, or requires bicycles to share a travel lane, install a "(Bicycle) ON ROADWAY" sign (CW11-1)or the Bicycle symbol (W 11-1)sign with an"ON ROADWAY" (OBW1-5)rider, in advance of the work area. 2. Install temporary signing off the paved shoulder, within the planter (buffer)strip, or share the width needed between the shoulder and the sidewalk, as available. 3. Signs are to remain in place until the surface is restored and the width made available for bicycle use. See Diagram 5-6 for typical bicycle signing placement. Sign Spacing and Buffer Lengths(feet) Poetad Spacing BetweenSigns 'Buffer Speed A B C Spam 20 50 Z5 100 100 100 75 30 100 35 125 350 350 350 40 150 45 180 50 500 500 500 210 55 250 60 285 65 700 700 700 325 70 365 Chapter 5 September 2016 2011 Edition Page 53 Bicycle Accommodation Diagram 5-6 I NOTES: • Bicycles on Roadway(CW11-1)sign should not interrupt standard sequences. For example: o BE PREPARED TO STOP/Flagger Symbol o _LANE CLOSED AHEAD/Lane Ends Symbol . Bicycles on Roadway sign typically follows ROAD WORK AHEAD sign and used as general warning. A I V A I It V ONROADWAY \' I ROAD \ WORK .HEAD September 2016 Chapter 5 Page 54 2011 Edition Pedestrian Accommodation Diagrams See Diagrams 5-7 and 5-8, below, for pedestrian accommodations in work zones. Pedestrian Accommodation Principles: 1. If the work impacts the sidewalk or pedestrian facility, provide a safe, accessible path, where practical, in accordance with the requirements of the ADA. 2. If not practical to match the width of the existing pedestrian facilities, maintain a 4-ft minimum width. 3. Unless a reasonably safe route can be provided through the work space, pedestrians should be appropriately directed with advance signing to cross the road. Do not divert pedestrians into travel lanes. 4. Install pedestrian closure or detour signing on Type II barricades. Make every practical effort to satisfy the following: • If work closes a sidewalk or sidewalk ramp, close sidewalks at a point where an alternate crossing point or route can be provided. Minimize the amount of out-of-direction travel for pedestrians. • Use a combination of"SIDEWALK CLOSED"(R9-9), "SIDEWALK CLOSED USE OTHER SIDE" (R9-10), "SIDEWALK CLOSED AHEAD CROSS HERE"(R9-11), and "SIDEWALK CLOSED CROSS HERE" (R9-11 a) signing to direct pedestrians to an alternate facility. • Where there are business destinations between the nearest crosswalk and the work area, close the sidewalk at the business access nearest the work area,where practical using the SIDEWALK CLOSED sign. Include the SIDEWALK CLOSED AHEAD CROSS HERE sign at the nearest crosswalk prior to the closure. Chapter 5 September 2016 • 2011 Edition Page 55 Pedestrian Accommodation, Mid-Block Diagram 5-7 The sidewalk should be closed at the nearest intersection on each side of the work area when a safe,ADA-compliant path through the work area is not available. SIDEWALK CLOSED SIDEWALK CLOSED AHEM ► Or GROSE RE CROSS HERE 24x12 Type'W1" 24x18 (Mount on B(II)L) Type'Wt' SIDEWALK CLOSED /// 24x12 Type'W1' (Mount on B(II)LR) (2 Regd.) SIDEWALK CLOSED SIDEWALK CLOSED µEnt !�- or _ CROSS HERE CROSS HERE 24x12 24x18 Type'W1' Type'WI' (Mount on B(II)R) September 2016 Chapter 5 Page 56 2011 Edition Pedestrian Accommodation, Intersection Diagram 5-8 For work near an intersection, close crosswalks and/or sidewalks as necessary when safe passage cannot be maintained. SIDEWALK CLOSED / 1 / usEOTMEn sloe 24x12 Type"W1' I r (Mount on BOO LR) /ROAD WORK AHEAD (Optional) " - r.. / / smEwuxaosm fl'DEWYX s �� cwasa NEW USE \ SIDEWALK 24x12 24x12 CLOSED Type'W1° Type NJ1• (Mount on B(II)LR) (Mount on B(II)LR) 24x12 Type NJ1' (Mount on B(II)LR) 610E WJ(CLOSED uFwD CROSS MERE 24x18 Type NJ1" (Mount on B(IIR) ROAD WORK AHEAD (Oplional) Chapter 5 September 2016