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PFI2019-00066
ai CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT DI . COMMUNITY DEVELOPMENT Permit#: PF12019 00066 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/13/2019 T ' �' Parcel: SEG573 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Teleport Comnmunications America, LLC Project Description: SEG573, approx. near 8530 SW Pfaffle St. Beginning at existing PGE Pole#5319 on SW Pfaffle St, proposed place one(1)new conduit north to back of walk,west approximately 20'south across SW Pfaffle St approximately 70'to existing vault location. See permit drawings for details. Owner: FEES Description Date Amount PFI Permit Fee 03/13/2019 $300.00 PHONE: Contractor: PHONE: FAX: Applicant: DAYLA KERWIN 420 S. GRAND AVE. #707 LOS ANGELES, CA 90071 PHONE: 213-688-4219 Total $300.00 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: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00066 Type: 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 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 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_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). PFI_Utilities 31 -OTHER Applied Notice Other RECEIVED CITY OF III City of Tigard FEB 2 5 2019 PUBLIC WORKS — ENGINEERING PLANK NG/ENGINEER G RING T I GARD Public Facility Improvement (PFI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) 0 TYPE 1—Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach ❑Streetimprovements performed by NWN, PGE Detailed description: Beginning at existing PGE pole#5139 on SW Pfaffie St,proposed and/or utility agency. place one(1)new conduit north to back of walk,west approx.20',south across SW Pfaffle St El TYPE 2-Sidewalk/Driveway/Sewer approx.70'to existing vault location.See permit drawings for details. Work performed for the purpose of: — — — • Sidewalk installation or repair. Property address/location(s): Approx. 8530 SW Pfaffle St., 97223 • Driveway approach installation Z and/or repair )ES 1[ 3 • Sanitary sewer lateral installation and/or main line tap Applicant: Teleport Communications America, LLC CI TYPE 3—Full scale Development pp Work performed with Land use Address: 420 S. Grand Ave#707 approval which includes any of City/state: Los Angeles, CA _ Zip: 90071 the following: Phone: 213-688-4219 Email: kerwind@att.com • Subdivisions or Partitions Contact name: Dayla Kerwin Phone: 213-688-4219 • Street widening • Mainline installation for Sanitary Contractor: TBD sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: Expiration: Address: SUBMIT COMPLETED APPLICATION TO: City/state: Zip: City of Tigard Phone: Email: Planning/Engineering 13125 SW Hall Blvd. Contact name: Phone: Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer Commstructure Consulting, LLLC only may be emailed to: Address: rowpermits@tigard-or.gov 811 Railroad Ave City/state: Oregon City, OR Zip: 97045 ► c>It l l l `-‘1. c> l.� Phone: 971-266-4433 Email: meredith©commstructureconsulting.com Case No.: [,p r1 -oo066 Contact name: Meredith Paeper Application submittal fee(.07%of Engineer's Estimate) $ Estimated value of work is required(if over$5,000):$ Additional fees: $ 3©D (within the public right-of-way) Application accepted: By: ,t.:— Date: JL5. 14 Is work related to a LAND-USE DECISION? ❑ Yes ® No If so, please specify (MLP, SDR,SUB, etc.) case#: Application reviewed: By: ig Date: 3/y/19 Is work related to a BUILDING PERMIT? ❑ Yes ® No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: ,`i Date: I:\ENG\PermitApplications\pfi_application Effective 10/16/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-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 15.041.140. • With the exception of a utility operating pursuant to a valid franchise with the Cin'of Tigard,when the owner and the applicant arc 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(s)must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owner's signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • 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,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. )0„, ruezze Dayla Kerwin hJ2OJ Applicant/1 uthorized Agent's signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES FOR STAIN: t 5l: ONLY Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL APPLICATION FEE REQUIREMENTS Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC. (work in the right of way) Engineer's estimate X 5%(less$300.00 submittal fee) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE El Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: FULL SCALE DEVELOPMENT There will be no permit fee charged,or assurance required for the following types of work: (Subdivisions/Partitions and Street Improvements) • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,24x36 or 22x34) • Weep hole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement (less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,Street Lights,etc) TMC 15.04.140.(customer deposit) ❑ 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.) Additional Submittals (per Land Use conditions) ❑ Traffic Report Cl Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department Approval ❑ Engineer's Construction Estimate PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: f 1v " i " Si i Edge of Pavement — Ditch 14-....pe)!N Streetlight _ �_ ■ --.■_•i-_--■-r_-- 4y.,ex �• R.1711IYI'lM y/�I��'� v ® ■ p r L ):: 1 -=or- I' .0a"I 1 ;t • ' T— ropofiled-Sev7MTMi'ne" W0i Existing House • -c. I ExistingII I s Driveway ~ i' I 1 �I 0 d i ! �! R i I I TI al # ■ a I b I LI I 'I °. I Existing Shop 1 I ■� 1 Powerpole . I = 1 a - I o .I o ■ 95' 1 I r::),------I I -�roperiy L ni e- ■ 1 6 v.-N, F i re Hydrant(F H) i I I I I Scale: 1"=30' I I I I I ■ I MINIMUM SKETCH REQUIREMENTS(Put"N/A"if Not Applicable): North arrow Property lines &dimension Slope of property Street &street name(s) Existing building,structures Utility&street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water,storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 gam_ Letter of Transmittal COMM L Re CONSL4LTING�,LLO ter..---" Date: February 25th,2019 To: From: City of Tigard Commstructure Consulting,LLC 13125 SW Hall Blvd 811 Railroad Ave. Tigard,OR 97223 Oregon City,OR 97045 Attn:Planning/Engineering Attn:Meredith Paeper ROW Permits Permit Coordinator This Application for Permits to occupy and perform operations within City of Tigard Right of Way is being submitted on behalf of: Permitee: Contact: Teleport Communications America,LLC Dayla Kerwin 420 S.Grand Ave#707 Ph(213)688-4219 Los Angeles,CA 90071 kerwind@att.com Project Description: This project will provide connectivity from the Teleport Communications America,LLC Metro Fiber Network to a wireless mobility site on SW Pfaffle St. Scope: Beginning at existing PGE pole#5139 on SW Pfaffle St.proposed place one(1)new conduit to extend north to back of walk,west approximately 20',south approximately 70'to existing vault location.See permit drawings for details. Enclosed: -Permit Application -Permit Drawing If you have any further questions please contact me at(971)266-4433 or meredith@commstructureconsulting.com. Thank you for your assistance with this request. Sincerely, f r/,zzeyif:" '}J e Meredith Paeper Commstructure Consulting,LLC Planning I Design I Implementation 811 Railroad Ave . I Oregon City, OR 97045 I (503) 343-4134 www .commstructureconsulting .com SURFACE FEATURES/AERIAL UTILITIES-LINETYPES&SYMBOLS COSTING PROPOSED AERIAL DESIGN UNDERGROUND DESIGN DESIGN =21 MOM PROPOSED EXISTING PROPOSED --CABLE - CABLE ~' MST MST CABLE MARKER CABLE MARKER - - - -STRAND - - -CONDUIT -- STRAND x UTILITY POLE 111111UTILITY POLE CABLE MARKERCABLE MARKER E/W GROUND LUGS E/W GROUND LUGS ------PLENUM/RISER N SPLICE H SPLICE LOCATE TERMINAL L LOCATE TERMINAL RATED FLEX CONDUIT '..-----CONDUIT (AS SPECIFIED) o-LQ MID-SHEATH SPLICE OZ.0 MID-SHEATH SPUCE ACCESS POINT ACCESS POINT -PLENUM/RISER GROUND ROD cD GROUND ROO COMMUNICATIONS (OWNERS SPECIFIED ON PLANS) - RATED FLEX CONDUIT O VAULT/BUILDING STORAGE O VAULT/BUILDING STORAGE MST ® MST -CATV (AS SPECIFIED) --------TELEPHONE 0FIBER SYMBOL 0 FIBER SYMBOL SIGNAL CONTROLLER m SIGNAL CONTROLLER -TO FIBER OPTIC 0 PEDESTAL • PEDESTAL -IE POLE TO POLE GUY FT FT ® OMNI-BALL MARKER Weliallialglik (OWNERS SPECIFIED ON PLANS) C: ....Q AERIAL STORAGE Com.rO AERIAL STORAGE EQBER -- ° PRIMARY POWER ANCHOR&GUY POWER TRANSFORMER -- C STREET LIGHT 8 �' s- DC TO EXTG POWER ANCHOR POWER METER - -� --o-CENTERLINE TS TRAFFIC SIGNAL POWER S/W ANCHOR&GUY ,fes DC TO EXEC POWER SAV ANCHOR �& --TC O D— COMM ANCHOR&GUY DC TO EXTG COMM ANCHOR ►. CROSS WALK SIGNAL -- G --GAS -0- AERIAL MID-SPAN X-OVER ;,,. R/R CROSSING SIGNAL SS_-._.....-SANITARY A-- COMM S/W ANCHOR&GUY A DG TO EXTG COMM S/W ANCHOR ® JUNCTION BOX -ST STORM ..-----W WATER )4- ANCHOR B GUY [ TRAFFIC SIGNAL POLE B _• SIGNAL CONTROLLER 5/W ANCHOR&GUY --._ RAILROAD ARM BOW BACK OF WALK/SIDEWALK BUILDING FOOTPRINT 4- VOR GROUND 4- VGR GROUND SIGN INTERIOR BOND 4,_ INTERIOR BOND MSB: CUL VERT AREA DRAIN CURB CURB CATCH BASIN EOC EDGE OF CONCRETE DETAILS AND SECTIONS CALLOUT SYMBOLOGY STORM SEWER EOG EDGE OF GRAVEL - - - - EDP EDGE OF PAVEMENT DWY DRIVEWAY DETAIL NUMBER BLOW OFF STREET NAME OR DETAIL FIRE CONNECTION TOB TOP OF BANK PLAN NAME OR DETAIL LINE T / FIRE HYDRANT FENCE -------- -�_STRIPING SCALE I'-100' LGO1 IRRIGATION METER --...,..-4.-R/R TRACKS DRAWING NUMBER - IRRIGATION VALVE Cit RIGHT-OF-WAY CENTERLINE DETAIL IS LOCATED ON WATER METER R/W RIGHT-OF-WAY WATER VALVE P/L PROPERTY LINE / A-A /SECTION LETTERS WATER VAULT ---FSMT----EASEMENT SCALE: N. LGO1 TOPQ WALL DRAWING BOLLARD VEGETATION LINE INDICATES aw PICTURE NUMBER GAS VALVE PICTURE _` a NUMBER SECTION IS GAS METER �..--ORAIMNG NUMBER LOCATED ON PICTURE IS LOCATED ON LUMINAIRE MAILBOX ABBREVIATIONS PROPERTY CORNER MONUMENT SURVEY EA EAST CF E EAST ABN ABANDONED DO DOWNGUY ID INNERDUCT PM? POWER PARKING METER E/W EQUIPPED WTH N NORTH AE AERIAL DOC DEPTH OF COVER IE INTERIOR ENTRY RMV REMOVE N/0 NORTH Cr NE NORTHEAST AYA ALLEY ARM OWY DRIVEWAY „B JUNCTION BOX RPL REPLACE CATV RISER 0/S OFFSET NW NORTHWEST BE BUILDING ENTRY EA EACH MGN MULTI-GROUNDED NEUTRAL SCA SIDE CABLE ARM STEEL PILING S SOUTH BOC BACK OF CURB EXTG EXISTING MIN MINIMUM SL STREET LIGHT S/0 SOUTH OF SE SOUTHEAST BOW BACK OF WALK FC FIBERGLASS CONDUIT MST MULTIPORT SMARTERMINAL SIP STREET LIGHT PROTECTED TELECOMM MANHOLE S/W SIDEWALK SW SOUTHWEST BP BORE PIT FDC FIBER DUCT IN CONCRETE NT NO TAG SLU STREET LIGHT UNPROTECTED SANITARY SEWER W/0 NEST OF W NEST BSP BLACK STEEL PIPE FGA FIBERGLASS ARM NV NOT VISIBLE TEL TELEPHONE BT BLANK TAG FO FIBER OPTIC OD OUTSIDE DIAMETER UG UNDERGROUND TREE CAB CABINET FOC FACE OF CURB OHC OVERHEAD GUY VCR VERTICAL GROUND RCD 4574/D(T)=POLE HT/CLASS/DISTRIBUTION(TRANSMISSION) CABLE TELEVISION FS FIELD SDE P POLE W WALL T/CLASS/DISTRIBUTION(TRANSMISSION) C&G CURB&GUTTER GRC GALVANIZED RIGID CONDUIT PL PLACED NH WEATHERHEAD P.O.A.-___<-EXISTING POINT OF ATTACHMENT COMM COMMUNICATIONS HOG HOT DIPPED GALVANIZED PPG POLE TO POLE GUY NOA WOOD ARM P.O.A. K-PROPOSED POINT OF ATTACHMENT HT HEIGHT PUE PUBLIC UTILITY EASEMENT WT WEIGHT DE9GNauc TOTAL TRANSMISSION POLES--- ELDER Br.COLE `>„°�BY COLE STANDARD PLANS FOR CONSTRUCTION FIELDED er caw DRAM er.CCU,' TOTAL DISTRIBUTION POLES_-- "CONFIDENTIAL& PROPRIETARY INFORMATION" TOTAL NEW STRAND_----_ LEGEND DA IE: BY REVISION APPR. TOTAL AERIAL PLANT_-__-_ yl TOTAL U.C. PLANT_ ,r�� TELEPORT COMMUNICATIONS TCA ADDRESS 10340 S.W.NIMBUS TOTAL SLACK_ cC'tvi M-' -..-• —F SPECIFICATION SET AMERICA. LLC TIGARD, OR 97223 — In1a.u�.eeAn,.. Main of. PLOT DATE: SCALE: SHEET: .- TOTAL CABLE — - - - __ <.e/nmunv.Oregon WO, 50,414 3i „.,u.o„mm„ .„ct,,,,consu,,,g.a. 7/75/2074 AS SHOWN LGO1 N 2 �a 0 ¢W V h�.i P.I.-QC 9�� Z gcm yp O k75U< 3p 8 't ai"��'`2 F; `/r� gg4 2W; O W �I .. `!/t<r'�' m U0 7j 4' i q ''m W 2 ''R�< W :01! U I— `I W68z mff Nd tsN 8% 44 0 2bo ti-� _t. o z ?gm1,% OC Z a W p O <0 �W ` VI o u .ti tal o h 1:8 I4 -€.71.,�' O Wa a « N iF ed R s° 8N 6 {Yt Q ,,k u 7N ' ' 4° 8k8' zm .W bl 8i a �'. 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PLACE E IEQUIPMENT SPLICE CASE IF PRESENT OPPOSITE SIDE : : RUC•InEx 01/CT LIFTS MtlI 1 4111611. .... � 1 : CA�l�TSTO SEAL OPENING 111 Ill _ - ��� � 1 LT!NDIRIS GROUT WALLS --- sMooTH AROUND 90 D/1° INCQMINC DUCTLOCATE MRE l` ``�l+l ORAL R6-FLEx FT nuc .�� RE \ ' [ARCABLE TAGS �, $!! ii OCATI[WS ���\\\\\��� TMN P.SING r 'O MT• --As ATE WKD Far 1 1 LOCATE I� PROPOSED INSTALL RODENT SIMPLEX PLUG IN DUCT TWIN RM. 4'CONDUIT WANNFRDUCT r CONDUIT ALA NNFROUCT CON LOC M/FIBER BARRIER AS DUCT PLUGS IN ALL VACANT DUCTS FOR VAULTS AND RISERS FOR VAULTS AND RISERS AND LOCA MRE REQUIRED. TRIPLEX PLUG AROUND DUCT M SLEEVE PL 2-MASHED PEA CRAWL MODIFY TOP OF RISER/CONDUIT AT VAULT ENTRY OR CONDUIT PLUG AS ON A"3/41-)CRUSHED ROCK INSTALL DUCT PLUGS VAULT SHALL BE FREE OF DIRT AND DEBRIS. REQUIRED TO ACCOMMODATE LOCATE MRE AT ENTRY AND EXIT. LOCATE AIRE SHALL NOT PASS THROUGH DUCT PLUG W/TIBER CABLE. VAULT SECTION INTERIOR DETIAL OPEN BOTTOM HANDHOLE OD TYPICAL VAULT INTERIOR DETAIL ® SIMPLEX DUCTDUCT PLUGPLUG DETAILDETAIL AND SCALE:T.N.TS SCALL 1'.N.TU. I TRI-FLEX SCALE 1'..N.T.S el) CONCRETE VAULTS LOCATE PARE CROLWO MRE TO BE CLAMPED 70 GROUND ROD USMMG PANDUIT SME ACCESS PONT LOCATEOAECTW1RE ANO EXTENDED TO LOCATE RERWNAL TEST STATION USN.GREEN OPTION:MARKER POST WIRE TO GENDER POST.USING PROPER DOLOR LOCATE MRF APPROVED 6 TY'➢E E TERMINAL AND LISTED M TIRE TDS TEST STATION OCTAL,RUIN LOCATE RINE FROM EACH CONDUIT M VAULT TO RERWAAL AND TAG EACH LOCATE MITE MRI CACTI - BRING SCUD/10 LOCATE /6 AMC TAIL DIRECTION IT LEAVES THE VAULT(N,S,E,R)./10 LOCATE WIRE BONDING STRAP TO MIRE OUT TOP OF RISER UTILITY BETWEEN GRO/NG ROD IRLL NOT BE METALLED LN PASS THROUGH TEST STA::s Q ' (• POLEEX1ECU LOCATE ,'N THE 11 VAULT ANDROO ACCESSCOMPACTED 3 BACKFILL *# WIRE RI_ TDMMAI STAINLESS OR GALVANIZED I II SOLD/IO SOLD/10 AWC WITH PONT. USE HAND-HELD TSECURE TO VAULT EST ON. ��, ti.C. STAPLES AMG LOCATE LOCAiE MRE CCMIPACTRAG VAULT MIRE f0UR11ENT PL NOV SOLD/70 LOCATE _ PLACE IN 12-ENOL- MIRE DOWN THE POLE AND I� I LIFTS • * _ OPEIONG SECURE WIN STAINLESS CR STB GROUND R00 GALVANIZED STAPLES E_____11 i LENGTH ACCEPTABLE REQUIRED 7T1 �� 0I= I I ^ PL SOLID/10 0 �' EXISTING UTILITY POE- EARTH GROUND I 1 RESISTANCE �\:.... ��1� .. PL SOLD'ID LOCATE MRE PL SCUD X10 L�I PL caro PL NEW 4 FT PVC U-6VARD CONNECT ALL METAL -\/. "\ j� LOCATE MIRE PL/6 PLL/6 AMC TOCATE QM QI-D--nO LOCATE OVER SOLD/f0 LOCATE WIRE I • • STRAPS CHANNELS,ETC. .� AMC TAIL - DOI N THE POLE AND SECURE IN 1111' r lir �� DDS 2 WAY IDS 4 WAY ro POLE sTANLESS aR \' PL CABLE CIOs r 4i GALVANIZED CLAMPS STARTING 'II�li� �� 2 LocArDNs�7� Eli��%%��! 7.571 x 7.5"W x 4.5-D 7.5"11 x 7.5"W x 4.5"D FROM GROUND LEVEL. • ` PL NEW CORNING TERMINAL ,' _EZ-W-_ •�I•� I I OPTOJ:OR0.1 CONDUIT AS w, _ BOX OR EQUIVALENT.P11.710.,VIPER REQUIRED FOR LOCATE RITE- �. BETWEEN POSTS TERMINATE EACH PL NEW AT GRADE STYLE _��I i_ END TO POSTS AS SHOWN. LOCATE TERMINAL OR A::.•.'<y... �„F,{i•,^j�:C... •••IlTO ��'- ®'-19 I' EDEPENDANT GROUND ROD PROPOSED %`ir.'/•?a iYZTUT;:_,, ':r_?a,'•.:. ':,,,,r,,,,-.4, •ALL LOCATE RRE MUST m BONDED TO • BOND NEW SOLD/10 �I I UTIUTP SUITABLE GRAND ROD.BINDLE.OF LOOSE CONDUIT LOCATE TETEW MARE �I!CROWD RDD bo og LOCATE NNE TO EFDSTING J '\ VAULT LOCATE RITE AT BASE OF POLE AND BONDING . OE /ORD SOLID/10 AK LOCATE MRE TO TEST STAG m GROUND R00 AT BASE � TO ANY VERTICAL CRO/ND MIRE IS PRORIBITED. i--'n NEW SNiE/6 AMC IAL.BETWEEN PL SOLID/IO OF POLE OR PLAGE NEW —I FL 6'WN.DEPTH INSTALL GROUND ROD&TEST STATION USING LOCATE MIRE �.�8.` T.SACUUD 110 5/6-x 6 FT GROUND Of CRUSHED ROCK DUCT PLUGS PANOUT ST IC CAM COMM. PL/6 ARC TAIL "`1 ROD(AS REQUIRED).USE PANDUIT STYLE CRIMP INSTALL RODENT TDS 6 WAY CONNECTORS FOR ALL BARRIER AS REQUIRED. GROUND ROD BONDS VAULT SECTION INTERIOR DETAIL 9.5"H x 9.5"W x 4 5"D TYPICAL BONDING DETAIL UTILITY VAULT PRE-CAST MANHOLE TRANSITION AERIAL TO UNDERGROUND I WITH LOCATE WIRE ACCESS POINT TDS TERMINAL-TEST STATION SCALE:1" N.T.S. DT03 SCALE T NTS. I SCALE 1".N.TS. N alCC DRAM BY CC/LC TRANSMISSION POLES___ IE1EBY C CHECKED BY CC/LC ilSTANDARD PLANS FOR CONSTRUCTION DED ED BY: TOTAL DISTRIBUTION POLES "CONFIDENTIAL& PROPRIETARY INFORMATION" TOTAL NEW STRAND_——_—— DATE: WY RnIVG+ IAPPa. RISER DETAILS AND LOCATE WIRE/BONDING DETAIL • TOTAL AERIAL PLANT__ ———- • TOTAL U.C. PLANT_ _ Pr` TEL3PORT COMMUNICATIONS T/�A 10310 S.M.NIMBUS 1 [[�J ADDRESS 1• TOTAL SLACK COMM.''i ,•&-CF SPECIFICATION SET AMERICA, LLC TIGARD, OR 87229 III Railroad 5',00.e y Main Oxf c. PLOT DATE: SCALE. SHEET ▪ TOTAL CABLE _ IULE O CI,INo5 9ms5 101:Mi4,l1 „„w n, .,, 1/15/2019 AS SHOWN DT03 60' •11/16• Na•STRAP AND SPACER LASHING 1r 6.6M/TOM STRAND WIRE TOP MAX TOP INSIDE j!�M�� •1-1}' LASFING MIRE CLAW CLAMP POSIT/CR(TIP.) POSITION(TOP.) _ TOP OUTSIDE TOP OUTSIDE 1" 1} STRAP 14'STRAP POSITION(T.a,) POSITION(TO.P.) 11'10' o .0.3 STANLESS STEEL LASHING SIRE .� SPACER !SPACER LASHING MIRE III DOUBLE LASHED 1' 1' 4.-4. 1 ' J MAROUND FIELD SDE STREET SIDE •7f/16" �"" I STRAND d GAI Li (ES) ii II (S.S.) ,i !I 1x .. ° ` �_-__rR' 'B,fltt✓ 72 1e-.1. 3D 36- 3%Ili B I■° o■I ill LENGTH AS SPEC/RED II I 0i1/11'J 1}•STRAP AND SPACER ``I FIBER CABLE) R II DUAL A-A. BOND TO EXISTING FOXIER VCR CR PLACE .013 STAINLESS J. NEW AS REWIRED.FOLLOW ALL NES.CODES ORANQ FIBER TAG STEEL LASHING SIRE BOTTOM OUTSIDEBOTTOM OUTSIDE AND MASS FOR BONDING ANO GROUNDING DOUBLE LASHED I, I . P0971GN(B.O.P.) �. Fo.9N1OM(B.aP.) BOTTOM INSIDE L-011/11' �, BCNO AS COPPER MIRE MTN '' ,:'` POSITION(B.I P.) MEA VER BOU,OING CLAW 1111. 15' BOTTOM INSIDE( NM Po9TK1V NIP.) ■111 PURI TANGENT HOISTS I 9•EOR:ATNALS MR STRAP AND SPACER I WAIF SEF CET.'A-74. I iMilBIB 14'PLASTIC SPACER 71'STAINLESS STEEL.STRAP SPECrtKAT10NS DOME THAN BOLT DTO4 FIBERGLASS EXTENSION ARM ® FIBERGLASS PUPI ARM(TB2000.90-SPX)® LASHING DETAIL 3 SCALE:1'-N.T.S • I SCALE:7'-N.T.S • I SCALE:7'.N.T.S. DT04 NOTE POLE NOTE NOTE EACH SNOWSHOE SWILL NAYS TSO(2) 6'A E` "----' GUYS MUST BE EFFFEMAE ECCTIVELY GROIANCHOR N OR INSULATED PER MIST NESC BE EFFECTIVELY CROP OR Iracz ANcmoN GUYS AND NSULATED AN CABLE LA9NNC CLAMPS AND FOUR(•) SO STAINLESS STRAPS AND SPACERS POLE POLE ( 01 GENS) `e "' OPER M oEl 1.1M/Taw STRAND 6.6M/IOM STRAND IjIljllj �STAIDARD%•HARDWARE M 51^ 115 1 T,G': _/_'- NTH DOMNGUY HOCK �j/I� �t sTORN94> �S✓ ¢I+v� �� �® ! J •BOND TO YR;RORPI.CENESWY INSULA IDR BONDPLACO SIAS G POWER FOLLOW`� POLE r/�' .J// FIBER CABLE -- VCR ALL NESC GYIOES AND MILES REWIRED,FOLLOW ALL NESC CODES AMD R1AES FOR BODING AND CROUNONG '�'�� FOR B BONDING AND GROUNDING YELLOW PLASTIC /�� WY WARD SIDEWALK WY C 'K'scAt-w ANCHORS OR G ♦ ....•-•:,.' ASSEMBLY EOUVALENT.USE AVAILABLE trO '_ \\\ POSER CMIUMCA TIONS 111. 1 MIRE SINN • EYE ANCHOR IF APPROVED O A. AS SPECiID N. BY OMNER O ` R SEA YETI BOND/6 COPPER f2 OM n BCLOMpNG COSTING GROUND -♦ ` hh • J11 PARE MTTH HEAVER DON NGVY ASSEMBLY BOIDNG CLAMP i I B FIBER CABLE YELLOW PLASTIC i 4 e (-- AS SPECIFIED OR GUY GUARD I USE FORMULA v EXISTING Gnaw, ' E.0 3i"SCREW ANCHORS OR EQUIVALENT.USE MAINTAIN CLEARANCES PER NESC OVER DRIVEWAYS ROADS AND ACCESSABLE AVAILABLE POSER/COMMUNICATIONS FOMULA C.Aa AREAS UNLESS OYNERISSE NOTED EYE ANCHOR F APPROVED BY DINNER , A.,1FC-Ba B. AERIAL STORAGE DETAIL 6 SIDEWALK ANCHOR DOWNGUY DETAIL DEAD-END POLE DOWNGUY DETAIL SCALE:1".N.TS. DT04 SCALE:7•-N,T.S • I SCALE:1•.N.TS. I I TOTAL TRANSMISSION POLES—_— DESED Br.COLO cYDRAMecxto AD CCLLC STANDARD PLANS FOR CONSTRUCTION FIELDED er.crYlc DRAM er.CCLlc TOTAL DISTRIBUTION POLES——_ "CONFIDENTIAL& PROPRIETARY INFORMATION" TOTAL NEW STRAND___ DATE—_ DATE, er I REVISION AR, AERIAL AND ANCHOR DETAILS TOTAL AERIAL PLANT______ `i�� TELIPORT COMMUNICATIONS TCA TOTAL U.C. PLANT_ `�� fO3405s.W.NIMBUS TOTAL SLACK '=C'"'A`'1 E SPECIFICATION SET"MCA' LLC TIGARD,OR 97229 1.11 Railroad Avenue Main Office. PLOT DATE: SCALE: SHEET: TOTAL CIBLII —I eA� ,Oregon 17,,,17,,, 6m90343A114i ».. .eexam.p1alunee"ruaiungrom 1/15/2019 AS SHOWN DTO4 • 94 1 ' _� 110' iu 40"MIN SEPARA T10N I \ O O 11 'SPACE © I .. O. SHOW 4' \ -- r -- 0 COMMUNICATIONS -RIM'--- - - - --RIM'--- 5' I SPACE I -..,-N- MAJt. 11 4 11120'ELEV . 5' 15"NOG CURB I^° MAX. . POLE RISER © Mrs _ SW PFAFFLE STREET ISTRU ear eRT ACYKET Imo-5' 11' N S'-0"MIN. i 0 MCH PIPE CLAW a N I + - — 1 +— 1 — + — I— f - -+ - I- g S 1'-0"MI.. 1 EXISTING GROUND g a 00 a 0RA--_ �! _�,� __ (/ __ __m PGE POLE*5139•RISER QUADRANT DETAIL W ot �' �I `W I SCALE:(SEE LOCATE MIRE BUpNG CETK-SHEET 0701) MEET POINT X'0 .I) 'OW1 O \ C-EOP COCk EXISTINGTONER SITE LL>).\\'N. / I 20 /LJ I, —` `�� 0'.13 CONDUIT PLAN ® 00 u' SCALE I•-JO' I; I- O MEET POINT"X' I, CONSTRUCTION NOTES CONDUIT SCHEMATIC 11 SCALE:I'-N.T.S. I O PGE POLE/5139 OJ PL ONE(1)NEW 2 sal-40 PVC OR SDR11 HOPE CONDUIT MAP/'•l1-35 SEE CONDUIT SCHEMATIC UNDERGROUND CONSTRLKTXN NOTES: 45/4/1985/O ("� I.ALL NEW DUCTS TO BE THREE(3)SORT I 1-1/4'HOPE INNERDUCTS(UNLESS P.QA-24'-4"(OPER-LASH) `J PL ONE(1)NEW FIBER CABLE AND SOLID/10 ANC LOCATE MRE IN NEW 2'CONDUIT OTHER RISE SPECIFIED)R SOLD*IO AMC LOCATE MIRE. ALL INNERDUCTS PL ONE(1)NEW 2'GRC RISER ON DOSING STAND-OFF BRACKETS PLACED_ ARE TO BE EQUIPPED RMTH PIlL-ROPE OR MORE TAPE ANO PLUGGED RT1H PL NEW/E VERTICAL(ROUND ME ON Pal JACK ROCS PLUGS OR EQUIVALENT. Pt NEW Pal MOUNT LOCATE MRE ACCESS TERMINAL O Pt ONE(1 NEW 2-GRC 90'-(3TlX5.) 2.A MRIWM SEPARATOR OF 36'SHOULD BE MAINTAINED FROM OTHER DOUTIES Pt ONE(1)NEW FIBER CABLE&SOLID/10 ANC LOCATE NYRE THROUGH NEW 2'RISER REMOVE REPLACE SIDEWALK AS REQUIRED-FULL PANEL REPLACEMENT UNL THEEPLSM AALD WCRO REWIES.RAUIHORZ1iA 0NMS 10YR" REPMA TCN R AND TRANSITKXI TO UNDERGROUND RESTORE SIDEWALK AND LANDSCAPE TO CTY/COUNTY SPECIFICATIOAlS 3.MHEN CROSSING OTHER UTILITIES AT THE TIME OF CONSTRUCTION.AS BURT 2 PL ONE(1)NEW 2'GRC 90'-(3TRX51) B EIOSiNG CUSTOMER'MEET ME'VAULT LOCATION-MEET POINT)r LOCATION SEP TIDOCUMENON FROM THE PSHOULD BE LIANT ASN D TO OF CO ERABOOTH FAaunNEASL. TERMINATE NEW 2'CONDUIT IN EXISTING VAULT A.ALL DEPTHS OF CONDUIT OR DIRECT BURIED INNERWCT PLACEMENT RILL SEE WENT SITE VENDOR PLANS FOR DETAILS BE RECORDED AT THE TIME OF CONSTRUCMN. 3.PLACE CONDUIT N LOCATION SHORN ON PRINTS 1MTH MINIMUM COVER OF 36' ON PUBLIC RIGHT-OF-RAT AND 36'ON PRIVATE PROPERTY. LUMINAIRE JBOX ►t SPLICE DESIGN ED Br s BUTLER CHECKED Dr D.MCNEELY FA#10094109L2L//GPM#2018POR21-58943 >K TOTAL TRANSMISSION POLES-— SIGN FIELDED ar.a HERBERT MA RN ar.T.aRAOLFr COMM PEDESTAL 0 FIBER SYMBOL "CONFIDENTIAL& i TOTAL DISTRIBUTION POLES-__ WATER VALVE FIBER SYMBOL GAS VALVE PROPRIETARY INFORMATION" TOTAL NEW STRAND-_____ GAS METER CABLE DATE BY REMSION APPR: WATER METER TOTAL AERIAL PLANT______ HYDRANT CABLE LUMINAIRE - CONDUIT TOTAL U.C. PLANT_ - _ CATCH BASIN -- ` TELEPORT COMMUNICATIONS TCA ADDRESS /0940 5.W.NIMBUS STORM MANHOLE _ COP�1M - E AMERICA, LLC TICARD, OR 97223 r SEVER MANHOLE CONDUIT PERMIT SET i TOTAL SLACK POWER TRANSFORMER ® STORAGE �'�} 2 TOTAL CABLE - NEW VAULT -RTBAIModMeow Ideas PLOT DATE: SCALE. SHEET: LOCATE WIRE ACCESS PT STORAGE DE1WI IT.a"°R"' 303301A134 r..".commerucorecamuNiwom 2/14/2019 AS SHOWN 2.0 RECEIVED FEB 2 5 2019 CITY OF TIGARD PLANNING/ENGINEERING Page 102 2011 Edition Work in the Two-Lane Direction Diagram 410 Diagram 410 shows work in the two-lane direction of a three-lane, two-way road with two travel lanes (e.g. a passing lane) in one direction and a single travel lane in the opposite direction. Use this diagram to close one lane of the two-lane section, maintaining one open lane in each direction. Refer to Diagram 500 for right lane closure information when the work is cl greater than 1/2 mile from the beginning of the passing lane. N 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. For a middle lane closure, 3 to 6 cones on centerline in advance of the closed area in the single lane direction may be used especially at speeds of 45 mph or greater. 4. For a right lane closure, cones may be placed on the yellow center line if lanes are narrow, sight distances are limited, or the extra separation is needed for other conditions. "PASSING LANE CLOSED AHEAD" (CW23-6) and "DO NOT PASS" (R4-1) signs are optional. 5. On the single lane approach, cover any passing lane signs such as, "YIELD CENTER LANE TO UPHILL TRAFFIC" (OR4-11). 6. An advance PCMS is recommended and should be considered when closing a passing lane. 7. If there is less than 1000 feet of passing lane remaining beyond the lane closure, the passing lane should be closed to the end. 8. If the work space is less than '/2 mile from the beginning of the passing lane: a. The passing lane should be closed from the beginning. b. For left lane closure details, see Diagram 400. c. Cover the permanent advance passing lane signs. Signs may include"PASSING LANE 1 MILE" (OR4-10), the Lane Transition sign and "KEEP RIGHT EXCEPT TO PASS" (OR4-3) sign. Chapter 5 September 2016 2011 Edition Page 103 Work in the Two-Lane Direction Diagram 410 1 tIt 1 tit ROAD ROAD WORK WORK AHEADI AHEAD A SIA W � r 0) A CD • cD 1 • N • j100ft. I v • •+ I • • • V; Protection Vehicle • • I%; w/TMA(both Optional) Protection Vehicle A% See Chapter 4 w/TMA(both Optional) See Chapter 4 V • 7.07V' gal (Optional) ow •.3- •:�1 • ' I • • Buffer • • 1 • .• • •I .. • • .▪ 1 1 1 • A • I v I eT A (Optional) (Optional) B PASSING DO • 1 �r LA►E LANE or NOT CLOSED C OSED PASS 1 t,t C AHEAD11 B AHEAD OAD ROAD ✓ - -1- RWORK 'j• ' WORK AHEAD AHEAD Left Lane Closure Right Lane Closure Sign Spacing and Buffer Lengths(feet) Posted Spacing Between Signs "Buffer" Speed A B C Space 20 50 25 100 100 100 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 September 2016 Chapter 5 RECEIVED FEB 2 5 2019 CITY OF TIGARD PLANNING/ENGINEERING 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 (W11-1) 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) Posted Spadng Between Signs "Buffer" Speed A B C Span 20 50 25 100 100 100 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. itirr T 1 A V A V7,5 s< v D B 0 v C4a 1 V ON ROADWAY C ROAD WORK AHEAD September 2016 Chapter 5 RECEIVED FEB 2 5 2019 CITY OF TIGARD PLANNING/ENGINEERING 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" (R9-11a) 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 Q nearest crosswalk prior to the closure. Co U_ a 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 -♦ or AHEAD CROSS HERE -� CROSS HERE 24x12 Type'W1" 24x 18 (Mount on B(II)L) Type"W1" SIDEWALK CLOSED SED 24x12 Type"W1" (Mount on B(II)LR) (2 Regd.) H -- v _ D ri -0 SIDEWALK CLOSED D) SIDEWALK CLOSED or AHEAD Cn. CROSS HERE CROSS HERE 24x12 Type"W 1" 24x 18 (Mount on B(II)R) Type"W1" September 2016 Chapter 5 RECEIVED FEB 2 5 2019 CITY OF TIGARD PLANNING/ENGINEERING 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" (R9-11a) 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. o Include the SIDEWALK CLOSED AHEAD CROSS HERE sign at the Q nearest crosswalk prior to the closure. c3 Q a I- Chapter 5 September 2016 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 USE OTHER SIDE //1 24x12 Type°W1 (Mount on B(II)LR) .ci . ROAD WORK AHEAD (Optional) /������� / 1 SIDEWALK CLOSED SIDEWALK CLOSED CROSS HERE ~_ /< SIDEWALK USE OTHER SIDE 24x12 24x12 Y" CLOSED Type'W ' (Mount on B(II)LR)Tye'W1' 24x12 (Mount on B(II)LR) Type'W1' (Mount on B(II)LR) 1 CQ i i / SIDEWALK CLOSED Z. AHEAD O 41111 , Q Q CROSS HERE Q - 24x18 Ta Type"W1 • (Mount on B(II)R) 1 E ti .. ... ..... ................................. /ROAD\, WORK AHEAD (Optional) Chapter 5 September 2016 Samuel Copelan From: Meredith Paeper <meredith@commstructureconsulting.com> Sent: Monday, February 25, 2019 3:04 PM To: ROW Permits Cc: Samuel Copelan; KERWIN, DAYLA;John Groth (jg052B@att.com); CASTLE,TRINT (ATTCORP); Dan McNeely; Scott Butler Subject: TCA//SW Pfaffle St, Tigard, OR//City of Tigard TCP Attachments: OTTCH Diagram 410.pdf; OTTCH Diagram 5-6.pdf; OTTCH Diagram 5-7.pdf; OTTCH Diagram 5-8.pdf; COT_8530-PFAFF-PERMIT-20190214.pdf Good Afternoon, As requested by Samuel Copelan I am attaching the OTTCH standard diagram#410 for traffic control to be applied to the"SW Pfaffle St" project, the execution of which will be modified to meet field conditions. It is intended that the work to be executed on the south side of SW Pfaffle St will take place from outside the ROW and will not impact traffic of any kind. Diagram#410 will be implemented to complete the work on the north side of SW Pfaffle,requiring the area around the bend noted as 5 in the construction notes to be coned off and west bound traffic diverted into the additional west bound lane. Also included here are pedestrian and bicycle traffic control. If you have any questions or concerns please contact me. Thanks, Meredith Meredith Paeper Commstructure Consulting,LLC 1811 Railroad Ave. I Oregon City,OR 97045 971.266.4433 Direct 1503.312.3400 Mobile 1503.343.4134 Main COMM...1 ttt� Communications Infrastructure Planning I Design I Implementation www.commstructureconsulting.com 1