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PFI2019-00355 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT II I COMMUNITY DEVELOPMENT Permit#: PF12019-00355 T E G A R O 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 10/02/2019 Parcel: SEG1632 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam-Phase 3 Project Description: SEG1632//SW 97th/SW Murdock to SW Gaarde/SW 119th. Fatbeam to place communication fiber optics via aerial and/or underground construction. Class of Work: FEES Description Date Amount Type 1 - Utilities(gas,electric,data) PFI Permit Fee 10/02/2019 $1,105.00 Total $1,105.00 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tioard-or.00v to schedule inspections online. Contractor: PHONE: Applicant: JESSICA WOODS 2065 SW RIVERSTONE DR. SUITE 105 COEUR D'ALENE, ID PHONE: 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 See application Signature: Issued By: _ Ad• Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00355 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 PUBLIC WORKS —ENGINEERING RECEIVED SEP 302019 City of Tigard CITY OF TIGARD PLANNING/ENGINEERING C . TIGARD Public Facility Improvement (PFI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ® TYPE 1-Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach El Streetimprovements performed by NWN, PGE Detailed description: Fatbeam to place communication fiber optics and/or utility agency. optics via aerial and/or underground construction El TYPE 2-Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. • Driveway approach installation Property address/location(s): Phase 3-SW 97th Ave/SW Murdock and/or repair to SW Gaarde St/SW 119th Place 0;$(6•-i-1._ • Sanitary sewer lateral installation and/or main line tap Fatbeam, LLC LI TYPE 3-Full scale Development Applicant: Work performed with Land use Address: 2065 W Riverstone Dr., Suite 105 approval which includes any of City/state: Coeur d Alene, ID Zip: 83814 the following: Phone: 509-344-1008 Email: jessica@fatbeam.com • Subdivisions or Partitions Contact name: Jessica Woods Phone: 602-390-6562 • Street widening • Mainline installation for Sanitary Contractor: North Sky Communications, LLC sewer, Storm sewer, Tigard water 208747 3/1/20 and/or Tigard Water Service Area CCB#: Expiration: Address: 11818 SE Mill Plain Blvd., Ste. 410 SUBMIT COMPLETED APPLICATION TO: City/state: Vancouver, WA Zip: 98684 City of Tigard Phone: 360-450-3287 Email: hbinkly@northskycomm.com Planning/Engineering 13125 SW Hall Blvd. Contact name: Alton Palmer Phone: 503-209-8644 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: Bruce Hathaway only may be emailed to: Address: 2065 W Riverstone Dr., Suite 105 rowpermitsatigard-or.gov CoeurdAlene, ID 83814 FOR S M r l SI ONLY City/state: Zip: Phone: 509-344-1008 Email: bruce@fatbeam.com Case No.: fill-7Aitt0 C O Contact name: Bruce Hathaway Application submittal fee(.07%of Engineer's Estimate) $ !1I/S • 00 Estimated value of work is required(if over$5,000):$ 157,858 Additional fees: $ (within the public right-of-way) Application accepted: By: '?l-' Date: 9�,id-1ti Is work related to a LAND-USE DECISION? ❑ Yes ® No Application reviewed: / If so,please specify(MLP,SDR,SUB,etc.) case #: By: 1;""41. g Date: /D Z I Is work related to a BUILDING PERMIT? ❑ Yes ® No Applicant notified: //49If so,please specify(BUILDING PERMIT)case#: By: �.• CDate: 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 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(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. 941.1.C.4. #aBruce Hathaway 09/30/2019 Applicant/Authorized Age 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 STAFF USE 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 ❑ 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 El 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 El 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 ❑ 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: ? .SI IV It y •.0 s 1 Edge of Pavement "44---- Ditch —111"- \Streettight -1!'..- -•—•—•-•—•—•—•—r—•— •� 4� r' '( l71 r I • ' T--PITFatii'IMANrT Nr— . • ft ' Existing House 1 Existin �• ai I Driveway 1 �..Iup I1 c•21 w 1 ' • hilzil 4'1 I rl E o, co Ji 1 I ::° PweeII .' 1/4\ 1p------- o a Line .:_...._. • • IN II Fire Hydrant(FH) I I ' I Scale- 1"=30" i I I I 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 AERIAL RAKE OFF UNIT DESCRIPTION AMT PROJECT NAME: TIGARD BUILD III •�� � • PROJECT ROUTE MAP ••: • • • • • • •• • � N, •• •• • ••••• • •• Yf • AP•••• y •sem.••�� UNDERGROUND RAKE OFF H L1:Ir'Q ��� ® UNIT DESCRIPTION AMP • r fatbeam .b� 31Nk1913,99.1'9 0 BONITA C°Nac!': METZGE Fatbeam: Shane Stavros Project Manager (509)344 1008 Bruce Hathaway SR.OSP Engineer (208)771-9204 SW lW WIIIII.TRE Chris Tuttle Project Manager (208)889-9077 B.F. P. 01ST.POLES - .0 5.111W SI PXM POLES - CONDUITS - K ANCHORS GDM MON'S KEY: ABBREVIATIONS: P 0 -EXISTING POLE IMI— -NEW ANCHOR TIP -TOP INSIDE POSITION SCOPE OF PROJECT: 0 -TRANSMISSION POLE 4— -ATTACH TO ANC. TOP -TOP OUTSIDE POSITION PLACE AERIAL&UNDERGROUND 96-FOC ALONG ROUTE. R -SWITCH POLE -S/W ANCHOR BIP -BOTTOM INSIDE POSITION S • -NEW POLE f -OVERHEAD GUY BOP -BOTTOM OUTSIDE POSITION (---- -EXLSTINGANCHOR ® -Non CALL OUT EA -EXTENSION ARM E I-EXLSITNG CONDUIT /:1 -PICIURE CALL OUT FGA -PLACE FIBERGLASS ARM $ 811 • -AERIAL CABLE l:I RS -ROADSIDE 4 ip -NEW VAULT FS -FIELD SIDE * UNDRG.CABLE Know �p� ►� -CABLE CHANGE -EXISTING VAULT DE -DEAD END i k Kno!M what's below. OO-FIBER STORAGE t---1 -BUILDING HOA -HEIGHT OF ATTACHMENT 'Alit Call before you dig. (VI -EXISTING VIOLATION m NO S: STATE. OREGON PROJECT:TIGARD BUILD • 1.BOND TO ALL GROUNDS ENCOUNTERED FATBEAM.LLC •.,::. • PATE REVISIONS BY COUNTY' TIGHTS WASHINGTON 2065WRIVERSTONEDft 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER CITY: TIGARD JOB#:__ SUITE 105 :?:::' 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER , II kCALE: COEUR CALENEID83814 t':. 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER DATE ASBUILT Bim`TOWNSHIP'25 FIELDED DV NIA p tb o. 5.CALL 811 FOR LOCATES ON ALL PROJECTS 2 DAYS BEFORE YOU DIG!! —RANGE. 1W DESIGNER: JP DATE. 9l6/20l9 SHEET. 1 OF 17 EXISTING GRADE TYPICAL DETAIL SMALL VAULT 11 SMALL VAULT 24X36X24 ASSEMBLY TYPICAL DETAIL LARGE VAULT TIER 22 33,750 LB LOAD RATING LARGE VAULT 30X48X30 ASSEMBLY ! TIER 22 33,750 LB LOAD RATING ! ® ®' +sr' ' iARNRIG TAPE O 48" MIN. DEPTH O ®" • TO TOP OF PIPE KFILL—6.LIFTS . I k.- 14 .,‘ N,,,.•, _, 4" Y/ . Knu.—COMPACTED 0 90% of`•iDPE DUCT I FIBER CABLE GUY HOOK /BOLTED CONNECTORS Ii "UTILITY VAULT" DEAD END GUY GRIP Pr 1 10' MAX. COIL CABLE IN EACH PULLBOX GUY STRAND ABLE CLAMP 24" DEPTH OF VAULT 8' MIN. CONDUIT AS SPECIFIED ABLE 111 12" MAX. '' — 48" MI�� � ="="=11- 441... 45' 60' UNLESS NOTED OTHERWISE TYPICAL DETAIL A. DEAD / DISTANCE FROM VAULT TO POLE DEAD END DOWN G U Y WITHITH 48 48" SWEEP SHALL BE EQUAL OR GREATER jTRIPLE EYE ANCHOR ROD THAN BURIED DEPTH OF THE POLE \� TYPICAL DETAIL AERIAL/UNDERGROUND TRANSITION 'NCHOR • NOTES: STATE PROJECT: TIGARD BUILD FATBEAM,LLC r: • 1.BOND TO ALL GROUNDS ENCOUNTERED COUNIF 2065W RIVERSTONE DR 2.AT EACH POLE PLACE ORANGE"FIBER TAG'TO IDENTIFY FATBEAM FIBER DATE REVISIONS BY Gln,: JOB#: SUITE 105 :•:•10.•' 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTON: SCALE COEUR D ALENE ID 83814 s7: FIELDED BY a' , .r_..,�'" 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER DAIS, ASBUILT Br TovmSHla: bearn 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE: DESIGNER: DATE. SHEET: 2 OF 1 T� TYPICAL DETAIL TYPICAL DETAIL 72CT FIBER & 1 /4" STRAND 12CT FIBER & 1 /4" STRAND BUNDLE SIZE &WEIGHT BUNDLE SIZE&WEIGHT I 1-1/4" EHS.250 DIA .1210 LB/FT 1-1/4" EHS .250 DIA .1210 LB/FT 2-72CT .500 DIA .1010 LB/FT 2-24CT .460 DIA .0920 LB/FT TOTAL- .750 DIA .2220 LB/FT TOTAL- .710 DIA .2130 LB/FT I O 0 0 0 NOTES: STATE PROJECT: TIGARD BUILD FATBEAM,LLC .6. • 1.BOND TO ALL GROUNDS ENCOUNTEREDCOUNTY: 2065 W RIVERSTONE DR .� 2.AT EACH POLE PLACE ORANGE"FIBER TAG'TO IDENTIFY FATBEAM FIBER DAT[ REVISIONS BY Om„ JOB#: SUITE 105 ::•41: 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTION: SCALE: 0 COEURDALENE ID 83814 SWI. 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER DATE, ASBUILT BY Tow"SHIP: FIELDED BY: [ULU I n 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE DESIGNER DATE SHEET: 3 OF 17 r4 ,., 4'sprik E /= 6/ . 4 # •MID = 16'-5" i r ' ._ / ,'. ; l' / r r# 1 PARKING LOT ' ti • �< /—� I • i- p �� r/ 1 BEGIN PLACING I a SW MURDOCK ST , \ AERIAL FIBER. o 0+00 -^ . � FENCE POL 55R/W TO R/W r c '' ® C212226440B/494/VSB60 a 35 EOP TO EOP ESSIEN PIR ATTAoutorrs Mr= DRIP HOA �� 10 EAST COP TO RIW •; LOWEST PER 29-6' 4 I' ST IJGHTE'w .ql CC, s e. .°MATTACHM!NTN Zan IiGfffiW© CA TV 24'-I' PA 11 F 0 i 24'-' PA TELCO TELCO 2S'-0' PA u,, ATTACH I/4'STRAND A LASH 9E-FOC ATTACH RIO 40'BELOW LOWEST PER. j' k'. BOND TO GROUND. HALE READY:REQUEST CATV RAISE 2 TO 26'-0'AND PHONE RAISE 2'TO 2E'-0'. PB TO PLACE DO&REQUEST TO ATTACH TO to - 4,... SPARE ON=STING TRIPLE-EYE. d. SW MURDOCK ST I I l ,.. NOTES I STAB: PROJECT: TIGARD BUILD FATBEAR LLC . • 1.BOND TO ALL GROUNDS ENCOUNTEREDIII REVISIONS COUNTY: 2065 WRIVERSTONE DR etot 2.AT EACH POLE PLACE ORANGE'FIBER TAG"TO IDENTIFY FATBEAM FIBER MIIIIIIIIIIIM-GHY: JOB#: SUITE toy tittri:• 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER --SECTION scA�e COEUR D ALENE ID 83814 it .4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER 7III�W TOWNSNIP- FIELDED BY T•t 41!...":...•II 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES =m RANGE: DESIGNER DATE. sneer 4 OF 17 I TREE TRIM 7+25 POLE# CBL-11B/91B/E7�EBS8 STING NEEDED ED NO FB POLE CLASS 45'CL-4 PER ATTACHMENTS HOA DRIP HOA LOWEST FIR 27'-11' O O sr LIGHT -- COMM ATTACHMENTS HOA POSITION Mss P3 CA TV 28'-5' PA RS 8+78 FATBEAM 21'-9' PA RS TELCO 21'-9' PA RS ATTACH I/4'STRAND&LASH 96-FOC. TREE TRIM ATTACH MIN 40'BELOW LOWEST PER. BOND TO GROUND. 5+95 TO 8+25 , NNN MAKE READY:REQUEST FB TO PLACE NEW X-ARM. FR ATTACH TO TIP(RS),PHONE TO JI ATTACH TO TOP I 8 b. v iw � MID = 19'-2" ------__.s. �'1D�, ANN :ril' //9 / 1 O WEST RAN TO EOP —�► / 58R/WTORNV --+ d POLE P2 38 EOP TO EOP — / POLE,i C21-118/444/V7,36437POLE CLASS 45'CL-4 PER ATTACHMENTS HOA DRIP HOA o' / / LOWEST PER 29'-2' ST LIGHT STREET CA COMM ATTACHMENTS HOA POSITION RISC SW PEMBROOK ST 8+88 TACO 24'-6' PA RS / TELCO 24'-8' PA RS ,-,:,... .-.--....ss, d FATBEAM 29'-6' PA R9 ATTACH 1/4'STRAND&LASH 06-FOC. _�__�-.... — LOWEST PER ATTACH MIN 40'BELOW . BOND TO GROUND. O P2 / TWALITY MIDDLE SCHOOL MAKE READY:CATV TO RELOCATE 2'RISER 3 OFF FACE OF POLE. + /// FB TO PLACE DC&ATTACH TO SPARE EYE .TIL ON EXISTING ANCHOR Tr/16'LEAD. FB TO PLACE S/N DC&ATTACH TO EXISTING TRIPLE-EYE ANCHOR. 8 di% vAilit I / / NOTES: STATE PROJECT: TIGARD BUILD FATBEAM,LLC 1.BOND TO ALL GROUNDS ENCOUNTEREDpATE REVISIONS BY COUNTY: 2065 W RNERSTONE DR 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER - cm: JOB#: SUITE 105 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER 500TON FIELDED lTr. SCALE COEUR D ALENE ID 83814 .''I' ,4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER QA/E. ASBUILT By TONMSHIP: ` fntbeom 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES _ RANGE: DESIGNER: DATE SHEET 5 OF 17 62R/W TO R/W 42'EOP TO EOP = 10'WEST RNV TO EOP —•- ' 1 •- " '® c21-11/ERRS/ESS6434 P012 CUSSOVIMIIIIIIIM K PER ATTACHMENTS ME= DRIP ROA r IAResr PER 2T'-"' 11+70 0, ST LIGHT 26'-11' P6 00101 ATTACHY%N]9�PO�TTON TE C 23'-0' PA TELCOO 2I'B' PAOA FATBEAM 20'-8' PA ��µ ATTACH I/4'STRAND&LASH 96-FOC. F ATTACH MIS 40'BELOW LAMEST PIN. : BOND TO GROUND. MAKE READY:REQUEST PHONE RESAG SPAN. REQUEST PS!TO REMOVE 4'RISER OFT FACE OF POLE TO ENTRAP CABLES. L .A W MID = 18'-8 -----_.—i " s POLE P5 i' 4 { � , : , E EI=MIIMM DRIP HOG , 0 LOWEST PER -- V ST LIGHT -- COPY ATTACHMENTS le=POSITION KEN CAN NO ATT PA i' 333 TEIND 196" PA FATBEAM TBD PA - J ATTACH I/4'STRAND&LASH 96-FOC. I: ATTACH MIN 40'BELOW LOWEST FIR. --a BOND TO GROUND. , y. 2 MARE READY:PSE ABANDONED TIDE POLE 9+56e { 3I; y FB TO VERDT THAT POLE IS NOT PUNNRI P5 4. rfi. S ^�PORT° ANO REQUEST TALLER POLE IF ,I IT WILL REMAIL. •Y' 41 PB TO VERIFY THAT BURIED PLACEMENT NOT REQUIRED BETWEEN P4 AND P5. t`' ".V 3 p I POLE P. SW BROOKLYN LN T.,....„:„........_______ IAEE3T PER 29•-2• ST LIGHT .ate : Y COMM ATTACHMENTS POSITION ">.. 8+39+ 0 To k 4. GAN 22'-9' PA P4 FK'' TELCO TO ATI. PA R A PITMAN 20'-9' PA . ATTACH I/4'STRAND N LASH 96-FOC. ' ATTACH MIN 40'BELOW LOWEST PMR. 1' -' BOND TO GROUND. 1 •� R MAKE READY:PHONE TO ATTACH TO POLE. ..'k, FIELD VERIFY THAT LINES CAN CONTINUE IN . MID = 21i-10" ----.., SPAN FROM P4 TO P5. 2v+ iki • NOTES: vAilht !STATE PROJECT. TIGARD BUILD FATBEAM LLC • 1.BOND TO ALL GROUNDS ENCOUNTERED CouNrY REVISIONS 2065W RNERSTONE DR 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER �—M'TV JOB#; SUITE 105 }fS1:W E 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER --SCVV OS 000Le. COEURDALENE ID 83814 �44� FIELDED BY I sa .4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER TowNsry, fa •—•Ii 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES =�00500 00022522 DATE AVEEV 6 of 1 T SW ELROSE ST STREET C/L 18+83 POLE P8 \ 1 POLE/ C21-11/1770/V238429 ,J� I POLE CLASS 45•CL-3 16+40 LJ , PER ATTACHMENTS HOA DRIP HOA P8 LOWEST PER 30'-0" 1 ST LIGHT 28-0' f COMM ATTACHMENTS HOA POSITION MISC TREE TRIM I CA TT 28'-4- PA RS 15+70 TO 15+85 TELCO 25'-3' PA RS St AROUND POLE I FATBEAM 24'-3- PA R9 ATTACH 1/4-STRAND&LASH 98-FOC. ATTACH MIN 40'BELOW LOWEST PER. I BOND TO GROUND_ 61'RNV TO R/ --: W -4 MANE READY:TRIM TREE IN SPAN. 41'EOP TO EOP - 10'WEST R/W TO EOP ---►1 f- i 8 MID = 22'-7" .7 i i POLE P7 POLE/ C21-11 /1013/V238432 I 3 ' POLE CLASS 40'CL-4 PER ATTACHMENTS HOA DRIP HOA TREE TRIM 25' LOWEST PER ET-5- AROUND POLE ST LIGHT 2e•-0' 14+43 0 COMM ATTACHMENTS HOA POSITION NBC P7 CA TT 24•-9" PA RS ' TELCO 2S-I' PA RS FATBEAM TBD PA R9 ATTACH 1/4"STRAND&LASH 98-FOC. ATTACH MON 40"BELOW LOWEST PER. I BOND TO GROUND- t a • MAREADY:REQUEST TALLER POLE TO ' KE CORRECT POWER SPACING VIOLATION AND g INCREASE CLEARANCES 11109 PRIOR SPAN. 10' TREE TRIM 13+80 LOW 14'-9" --------__? CLEARANCE ON SLOPE NI OP I ST C/L W SW MOUNTAIN VIEW LN 13+29 . 8 I r MID = 20'-9" — 4 d TA NOTES: STATE PROJECT. TIGARD BUILD • FATBEAM,LLC .. • 1.BOND TO ALL GROUNDS ENCOUNTERED PATE REVISIONS BY couHTr 2085 W RIVERSTONE DR • 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER 'T'' JOB#: SUITE 105 �S=SLS: 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER secr:oH scare COEUR DALENE ID 83814 •• 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER DATE ASBUILT Br 3IE10E0 BY: ;" , foSAA rowrlsHia mn 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE DESIGNER: DATE. SHEET 7 OF 17 POLE P10A POLE/ C2102C/3099/V22848231 POLE CLASS 45'CL-3 PIR ATTACHMENTS HOA DRIP HOA LOWEST PIR ST LIGHT 27'-1o' COMM ATTACHMENTS HOA POSITION MISC CA TV 24'-3' PA RS FATBEAM 24'-3' PA R9 TREE TRIM TELCO 23'-3' PA RS 21+30 TO 22+00 ATTACH I/4'STRAND&LASH 98-FOC- Ta, ATTACH MIN 40'BELOW LOWEST PIR. BOND TO GROUND. MID = 16'-3" 011G ONLY-TO PLACE DGAA — 58'R/W TO RAN MARE READY:REQUEST CATS TO RAISE UP 1' 36'EOP TO EOP TO u-S' 23+11 BRUSH��C ARINNG(NEEEDNEED ED AROUND POL.ANCHOR). Pll 12'NORTH R/W TO EOP 20+62 249' P10 - 250' P10A N SW MCDONALD ST `''o OP `OP op OP \o. ^N'SLACK SPAN coMMPOLE t MID = 18'-7" a 19+62 P9 s W ' POLE P9 1 POLE R C2102D/1789/5318099 POLE CLASS 45'CL-d PER ATTACHMENTS HOA ORM HOA I LOWEST PAIR 2B-D.' POLE P11 POLE P10 5 E� Sr ucxr ze-B COMM ATTACHMENTS ROA POSITION MISC POLE/ C21-2D/1494/V25001179 POLE# C2102D/3097/NT I. E I CA TV 22'-11' PA RS POLE CLASS 40'CL-4 POLE CLASS 45'CL-4 I TELCO 21'-7' PA RS PAIR ATTACHMENTS HOA DRIP ODA PRO ATTACHMENTS HOA DRIP HOA I 1 FATBEAM 20'-Y PA R3 LOWEST PIR 28'-9' 25'-5' LOWEST PRN 2D'-9' i 1 ATTACH 1/4'STRAND&LASH 98-FOC. ST UGH? -- ST LIGHT 28'-O' ATTACH YIN 40'BELOW MOLEST PIR. Ci) BOND TO GROUND. COMM ATTACHMENTS HOA POSITION MISC COMM ATTACHMENTS HOA POSITION MISE ' AJ I CA TV 21'-7' PA RS CA TV 24'-0'+ PA RS II I , MAKE READY:PLACE DG4A W/12'LEAD. FATBEAM 20'-7' PA RS TELCO 21'-5' PA R9 ISLACK SPAN TO POLE P10. ATTACH 1/4'STRAND•LASH 98-FOC. FATBEAM 24'-3' PA RS I�' • ATTACH MIN 40'BELOW LOWEST PER. ATTACH 1/4'STRAND k LASH 90-FOC. 11 BOND TO GROUND. ATTACH MIN 40'BELOW LOWEST PRT. 11054D TO GROUND. 1 MAKE READY:CATV CABINET AT 18'-3'(TOC 59'RAN TO RAN •19'-7'). MAKE READY.REQUEST TO RAISE PHONE. 1 REQUEST CATS TO RELOCATE RISER CABLE DETERMINE HOA AT CONSTRUCTION. 39'EOP TO EOP — 1 or FACE OF POLE. PHONE TO RESAG LINE EAST. ), BRUSH CLEARING NEEDED AT POLE.BOA'S 10'WEST RAN TO EOP ARE ESTIMATED.MAJOR TREE TRIMMING —Owl NEEDED BOTH EAST AND WEST(200'4 5' TREE TRIM 18+07 I WI NI N 8 5' TREE TRIM I 17+30 I AA` MID = -�' \ VAilit NOIEN. STATE PROJECT: TIGARD BUILD FATBEAM,LLC %: • 1.BOND TO ALL GROUNDS ENCOUNTERED REVISIONS er couerv. 2085 WRIVERSTONE DR • 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER DATE, cirv. JOB#: SUITE 195 k'tti:W 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTION. SCALE COEURDALENE 1D 83814 DATE ASBUIL7 BY roymsNia. EA':SEO AV p {, .. .4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER futuum 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE DESIGNER DATE SHEET 8 OF 1 7 POLE P14I POLE P13 POLE P12 POLE A C2102D/1406/VZ34474 POLE d C2102D/2445/P2500593 POLE I C2102D/3122/V2500598 POLE CLASS 45'CL-3 POLE CLASS 45'CL-4 POLE CLASS 45'CL-2 PER ATTACHMENTS HOA DRIP HOA PER ATTACHMENTS HOA DRIP HOA PER ATTACHMENTS HOA DRIP HOA LOWEST PER LOWEST92'-O"APER 24'-8" LOWEST PER 27'-Il' ST LIGHT 30'-0" $ ST LIGHT -- ST LIGHT 25-1• COME ATTACHMENTS HOA POSITION MISC COMM ATTACHMENTS HOA POSITION MISC COMM ATTACHMENTS HOA POSITION MISC /, CA TV 24'-8" PA RS x CA TV 22'-l1" PA RS CA TV 22'-3" FGA RS FATBEAM 2SB•'- PA RS FATBEAM 21•-11• PA RS FATBEAM 22'-3" FGA RS TELCO DROP 22'-5" PA RS I TELCO DROPS 21'-10" PA RS TELCO DROP PA RS TELCO DROP 21'-10' PA RS i V ATTACH 1/{"STRAND&LASH PE-FOC. ATTACH 1/4"STRAND&LASH 96-FOC. $ ATTACH 1/4'STRAND&LASH 96-FOC. ATTACH IDH 40"BELOW LOWEST PER. ATTACH MBI 40"BELOW LATEST PER. ATTACH HDI 40'BELOW LOWEST PER. I BOND TO GROUND. BOND TO GROUND. (C BOND TO GROUND - v YALE READY.130'-140'INCREMENTAL TREE MAKE READY.REQUEST PHONE TO LOWER YAKS READY:REQUEST CATV RAISE 1'TO DROPS TO 20'-Il TRIM IN SPAN 5•-10'TREE TRIMS E SPAN. PHONE TO RELOCATE DROP OFF POLE FACE. �+' c 10'TREE TRIP IN SPAN- P/ 4 0 $ ' MAJOR TREE TRIMS 31+80 TO 31+65 ,� MID = 16'-9" 32+50 TO 33+15 ,' /, 34+05 TO 34+45 TREE TRIM 8 m MID = 16'-9" 28+6o MID = 21'-0" 6 o — 56'RNV TO R/W TREE TRIM 26+24 /eA e u 36'EOP TO EOP 26+16 27+65 + 10'NORTH RIW TO EOP P13 P12Mg H MID = 17'-6" P1406 -0 192' -C—.,0 _ 313' .. 290' 244' ..'1,$ P _ --- -__ --- ,., - A..r _-..- -- ---- ---- --- -- _ I I i �q g i ' N 6 U) NO ,,. STATE I PROJECT: TIGARD BUILD FATBEAM,LLC t• • 1.ET TO ALL GROUNDS ENCOUNTERED PATE REVISIONS BY I/TV 2065 WRIVERSTONE DR •.• 2.AT EACH POLE PLACE ORANGE'FIBER TAG"TO IDENTIFY FATBEAM FIBER 01n' JOB#: SUITE 105 y.tt;:• 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SCOOTSFIELDED BY SCALE P COEUR 0ALENE ID 83814 =•' QALE, ASBUILT BY TowrvsHla. y •• 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER Tot nl 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE DESIGNER: DATE SHEET 9 OF 17 POLE P19 POLE P18 POLE P17 POLE P16 1 POLE P15 POLE/ C2102C/741/FTR827572 POLE i C2102C/1027/VZ510834 POLE 0 C2102C/2182/02500584 POLE 0 C21-11B/4323/10234453 POLE/ C21-2D/3578/FTR713007 POLE CLASS 40'CL-9 POLE CLASS 45'CL-2 POLE CLASS 45'CL-2 POLE CLASS 45'CL-3 I POLE CLASS 45'CL-9 PER ATTACHMENTS HOA DRIP HOA PER ATTACHMENTS HOA DRIP NOA PER ATTACHMENTS HOA DRIP HOA PIR ATTACHMENTS HOA DRIP ROA 11 PER ATTACHMENTS HOA DRIP HOA LOWEST PER 27'-B" LOWEST PER 28'-5" LOWEST PER 28'-0" LOWEST PER 28'-1D" LOWEST PER 30'-O"+ 50'-0" ST LIGHT 24'-7" ST LIGHT 28'-4" ST LIGHT 25'-0" ST LIGHT 27'-B" 1 ST LIGHT COMM ATTACHMENTS HOA POSITION MISC COMM ATTACHMENTS HOA POSITION MISC COMM ATTACHMENTS HOA POSITION MISC COMM ATTACHMENTS HOA POSITION MISC p 1 COMM ATTACHMENTS HOA POSITION MISC CA TV NI'-1" PA RS CA TV 22'-3" PGA RS CA TI 22'-10" PA RS CA IV 21'-5" FCA RS I Q CA TV 22'-11" PA RS FATBEAM 21'-0" PA RS FATBEAM 23'-8" BMP RS TELCO 21'-B" PA RS FATBEAM 20'-5" PGA RS FATBEAM 21'-11" PA RS TELCO 20'-1" PA RS TELCO 18'-4" BOP RS TELCO 21'-0" PA RS ASE 20'-4" PA RS ATTACH 1/4"STRAND&LASH 08-FOC. ATTACH 1/4"STRAND&LASH 98-FCC. FAINEANT 20'-0" PA R9 TELCO I9'-!0" PA R9 ATTACH 1/4"STRAND&LASH B8-POC. ATTACH MLN 40"BELOW LOWEST PER. ATTACH MIN 40"BELOW LOWEST PER. ATTACH 1/4"STRAND&LASH QS-FOC. ATTACH 1/4"STRAND&LASH 95-FOC. ATTACH l IN G 40"BELOW LOWEST PER. BOND TO GROUND. BOND TO GROUND. ATTACH MIN 40"BELOW LOWEST PER ATTACH M 40"BELOW LOWEST PER. BOND T'0 AOVNO. IN BOND TO GROUND. BOND TO GROUND MAKE MAKE READY:REQUEST TO PLACE X-ARM AT MAZE READY:REQUEST TO RAISE CATV 2'TO RISER WIRE YOFF FACE CM TO RELOC OF POLE. An 21'-0"MIN. FATBEAM PLACE IN IMP. 24'-3". REQUEST TO RAISE PHONE X-ARM MAKE READY:CLEAR EXCESSIVE MAKE READY:PLACE PGA. CATV TO TIP(OR STAY DIRECT ATTACH). 3'-8"TO 23'-O TREES/SHRUBS AROUND POLE-HEIGHTS REQUEST PHONE TO LOWER ASP'S AND OHG PHONE TO TOP. 10'MINOR TREE TRIMS. ESTIMATED. 20'U TREE TRIM IN SPAN. TO MINIMUM 18'-5 i SWITCH POLE. C O T--I MAJOR TREE TRIMS 31+60 TO 31+85 32+50 TO 33+15 MID = 18'-10" MID = 15'-11" 38 80EE TO 36+90 MID = 18'-7" MID = 20'-9" 34+05 TO 34+45 TREE TRIM 36+95 TREE TRIM 36+80 TREE TRIM 35+10 ECID 1, I 33+50 37+30 TO 37+45 35+90 TO 36+10 I P15 I 40+52 39+07 P18 P17 P16 P19 �7 _ 215' ,, _._ 170' --- -_��_ 1615 0 SW MCDONALD ST a.j o Q CO 4.1oI f:4' \\ 101r. Cn .. \'‘ hit • NOTES: STATE PROJECT: TIGARD BUILD FATBEAM,LLC • 1.BOND TO ALL GROUNDS ENCOUNTERED III COUNTY REVISIONS 2085 W RNERSTONE DR ' 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER CITY. ':S•�E ��- JOB#: SUITE 105 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER •111111111111111•1 SECTION' HEWED BY: SCALE' COEURDALENE 10 83814 aa��,,,,A,k__rww ,4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER 'ZiPA�LL TowI5010 , '_ ' IUIIJLC.1 1 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES ===RANGE. DESIGNER. DATE: I SHEEL 10 OF 17� POLE P24 POLE P23 POLE P22 POLE/ C21-03D/14/NT POLE# C21-03D/1489/NT POLE/ C21-03D/742/NT POLE CLASS 55'CL-1 POLE CLASS 50'CL-3 POLE CUSS 50'CL-3 HIR ATTACHMENTSHOA I DRIP 110A PWR ATTACHMENTS HOA DRIP HOA PZIR ATTACHMENTS HOA DRIP HOA i LOWEST PPR 32'-4' LOWEST PIIR 32'-5' LOWEST PWR 32'-10' ST LIGHT 30'-r I ST LIGHT 30'-8' ST LIGHT 2D-9' f COMM ATTACHMENTS HOA POSITION MISC COMM ATTACHMENTS HOA POSL'TIDN RISC COMM ATTACHMENTS HOA POSITION MISC CA IV 27'-8' PA RS CA IV 25'-A' PA RS CA TV 21'-I1' PA RS FATBEAM 28'-6' PA RS FATBEAM 24'-8' PA RS FATBEAM 20'-1l' PA RS I ATTACH 1/4"STRAND&LASH 98-FOC. ATTACH 1/4"STRAND&LASH 98-FOC. ATTACH 1/4"STRAND&LASH 98-FOC. ATTACH MIN 40'BELOW LOWEST PZIR. ATTACH MDI 40'BELOW LOWEST PPR. ATTACH MIN 40'BELOW LOWEST PPR. i W �/ �/ ''"V'''''-\* BOND TO GROUND. BOND TO GROUND. BOND TO GROUND. . MALE READY:PB TO PLACE 2'RISER ON IMAIE READY: MASE READY:MINOR TREE TRIM IN SPAN. ' d STAND-OFFS. PLACE DG&A TO THE HEST W/14'LEAD. /// �� I �' -, (...) / FB BEGIN BORE WEST, TREE TRIM 0 / (1) 2" SDR11 CONDUIT 41+85 TO 42+05 '-'I W/ 96-FOC. & AROUND POLES i / MID = 19'-2" I . Cn // - MID = 26'-2" MID = 20'-1" J/ 69'R/W TO R/W MID = 17'-6" // - 46+95 46+16 49'EOP TO EOP PLACE HH p24 rT OEOP 44+30 42+33 47+00 P23 42+57 TREE TRIM J( 79' P22 )___ P21 P20 41+85 TO 42+05 166. — — 6--"�_, SW MCDONALD ST 173' 181' / .. AAAA _. AAAA. -.x... PLACE DG&A W/ 14' LEAD. RISER DOWN P24 AND PLACE NEW HH. CUT & I I /i RESTORE (2) 5'X7' S/W PANELS TO . r POLE P21 POLE P20 /: BEGIN BORE AND UG PLACEMENT. 1 6 ) POLE# C2103D/1470/VZ5005B3 POLE A COMM POLE-V2307295_ I 11P4 POLE CUSS 45'CL-9 POLE CUSS 30'CL-4 f aI PPR ATTACHMENTS BOA DRIP HOA PWR ATTACHMENTS HOA DRIP 804 LOWEST PPR S7'-2' LOWEST PPR ST LIGHT 25'-4 31'LIGHT -- / T' 'E•' ..o"«x^. ax-s^ " 4 1 ' F F1 COMM ATTACHMENTS 004 POSITION MISC COMM ATTACHMENTS 904 POSITION MISC . .. CATV 20'-11• PA RS CA TV 20'7' PA R3 • 1f �"- In FATBEAM 20'-LA PA R9 FTELCO 20'-2' PA RS , s � s : j ATTACH MIS STRAND&LASH 98PPOC. TELCO I9'- PA R9 N +N ATTACH ION 40'BELOW LAZIEST P1fR. ATTACH 1/1'STRAND&LASH 98-FOC. .� O BOND TO GROUND. ATTACH MIN 40"BELOW LOWEST PIR. T'1 BOND TO GROUND. �' ,� HAZE READY:15'-20'MAJOR TREE TRIM IN SPAN. MAKE READY:REQUEST CAN TO RAISE 7 INCHES TO 21'-2' r^ 15'-20'TREE TRIM IN SPAN.FB TO •vl EVALUATE POLE LEAD MISALIGNMENTS. MAY CONSIDERED BURIED ALTERNATIVES. L 71111111( NOTES 1 STATE. PROJECT: TIGARD BUILD FATBEAM,LLC .S • 1.BOND TO ALL GROUNDS ENCOUNTERED PATE. REVISIONS BY COUNTY: 2065 W RIVERSTONE DR J 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER CIT`' JOB#: SUITE 105 •"5:::. 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTION: SCALE •'•... FIELDED BY: _ COEUR D ALENE ID 83BT4 T•• DATE ASBUILT BY TOv.HBNIP. '' y�1� 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER — OtrJeOr 15.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE: DESIGNER: o:TE SHEET 11 0C 17 1 W . E-1 52+50 c a `"I FB CONTINUE BORE CATV & 66'R/W TO R/W ." �� WEST, (1) 2" SDRII RETAINING WALL PHONE PEDS CONDUIT W/ 98-FOC. 45'EOP TO EOP o ,n BORE AT FRONT OF S/Wcn . I CUT & RESTORE (2) ao 10'N R/W TO EOP 52+80 51+98 PLACING LINE TBD AFTER I 5'X6' S/W PANELS 53+18 4 STORM LID ELEC HH / LOCATES COMPLETE. ELEC HH «w y - 50+80 54+43 �_ PLACE HH ELEC HH ---® — _ =�. ., \ 3'R TO EOP 55+30,_ ay._ ---.._� _,- --_ -- 830• -.� _- _ I 55+21 STORM LID __. SW GAARDE ST 4' ' A, ( -----------"--------"---N\.\ C\s_.,,/* `\ / /// NOTES: STATE PROJECT: TIGARD BUILD FATBEAM,LLC : • 1.BOND TO ALL GROUNDS ENCOUNTERED PATE REVISIONS BY COUNTY 2065 W RIVERSTONE DR .'• 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER CRY_ JOB#: SUITE 105 )T 5t:. 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTION: SCALE COEUR DALENE ID 83814 {S) ,4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER PATE ASBUILT BY TowNSNIP: FIELDED BY: p x , oo fotbeam 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE: DESIGNER DATE. SHEET 12 GF 17 i I • Y CV OW U pT +4 FB CONTINUE BORE ro nQ E. 88 2,:i BORE AT FRONT OF S/1 WEST, (1) 2" SDR11 41 r4 PLACING ICATESCOMPLETE AFTER I S CONDUIT W/ 96-FOC. CUT & RESTORE (2) 5'X6' S/W PANELS — 3'R/L TO EOP — 63'RNV TO RNV — 43'EOP TO EOP PLACE HH 10'NORTH RNV TO EOP 63+28 61+36 SB+93 58+17 6' WATER NTR ELEC HH WATER NKR i _..- --- - _..fes _._._._ i. -.- ° -. .4- - L - -® — -. "0 _ .. �_. -t-798' 58+40 I SEWER LID/DRAIN SW GAARDE ST , . ...--- _..�_ ...___ ../...---, .µ - __ _m- ,„ - --T --. __ 00 0 � 0 s $a $a III w z H tea BRIDGE IS A RETAINING WALL, WITH CULVERTS i .--I 12'-15' BELOW THE ROAD SURFACE. ,; SEE APPENDIX A.1 (SHT 17). i00 41 lit NOTES: STATE PROJECT. TIGARD BUILD FATBEAM,LLC ...... . 1.BOND TO ALL GROUNDS ENCOUNTERED PATE REVISIONS BY couNrr 2065 W RIVERSTONE DR 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER cIT''' JOB#: SUITE 105 " 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTION.. SCALE. COEUR DALENE ID 83814 •3T 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER PATE ASBUILT BY FIELDED BY: ' f �,,�w TONMSHIP'. otbeorn" 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE DESIGNER DATE SHEET V 13 OF 17 W xl1 e PLACE BETWEEN F P S/W & FENCE +` CUT & RESTORE (2) .�-I FB CONTINUE BORE r o 518' S/W PANELS 1-1 ; BORE AT FRONT OF 5/16. WEST, (1) 2" SDR11 PLACING LINE TBD AFTER CONDUIT W/ 96-FOC. LOCATES COMPLETE. 63'RANTO R/W C $ 43'EOP TO EOP PLACE HH 89+04 10'NORTH R/W TO EOP ELEC}t}y Ir R/L TO EOP _� 3'R/L TO EOP °M---69+95 / - — Q __ ., -----.., --_ _ 3 _ _ — —._ �..._ 667' 1 88+52 I 72+03 STORD DRAINS I SD& STORY LID (3)AT FOC SEWER LID SW GAARDE ST i - -- --°. P §... { E. I ✓ I 1 8 1H --- - I � , f k I I III 11," -0 NOTES: STATE: PROJECT. TIGARD BUILD FATBEAM,LLC . • 1.BOND TO ALL GROUNDS ENCOUNTERED PATE REVISIONS BY couNTr. 2085 W RIVERSTONE DR 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBERcITM' JOB#: SUITE 105 t';LL,:r• 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTION: SCALE COEURDALENE ID 83814 __ DATE ASBUILT BY rQWSHIR: FIELDED BY o sc y �•° .4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER II„ItVeU(n 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE: DESIGNER DATE SHEET. 14 of 17 �11... - 33'EOP TO EOP w s ` BORE AT FRONT OF S/W. a PLACING LINE TBD AFTER v ro 7 LOCATES COMPLETE. F •• FB CONTINUE BORE n a n o n CI 00 WEST, (1) 2" SORA — 62'RNV TO RM/ j .--1 CONDUIT W/ 98-FOC. — 42'EOP TO EOP T S/W TO EOP — 3'R/L TO EOP .-I CUT & RESTORE (2) — 10'NORTH RM/TO EOP 516' S/W PANELS — 3'R/L TO EOP HYDRANT ( PLACE HH 78+30 74+70 74+82 I 81+05 22 80+98 77+82 77+00 WATER MTR r - WATER MTR(2) UNK HH J PERS (2) BO+30 PERS (3) ,,,, __ - __.. WATER MTR (2) COMM HH / 305' ELEC HH 74+66 `�705 SW GAARDE ST fI w 'l�W 4 ,. ' �4 dF ig_ I 4 . r1 r i ) 4 I NOTES: IIIIISTATE. PROJECT: TIGARD BUILD FATBEAM,LLC • 1.BOND TO ALL GROUNDS ENCOUNTERED REVISIONS COUNTY : 2065 W RIVERSTONE DR 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER 111. 11.CRy, JOB#: SUITE 105 '$.•- 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBEF --SECTION: FIELDED ev: s`''`E COEUR D ALENE ID 83814 a, ?:• ,4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER ' 1��ToENSRIP. lbeO 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES ��=RANGEDESIGNER: DAVE SHEET 15 or 17 7 I Q X moi, .. <4 d E- E-, 1 i H w o BORE AT FRONT OF S W. LANDSCAPE AREA-1\Nv/, 1 43'EOP TO EOP— I PLACING LINE TBD AFTER I RETAINING WALL ! AT HOS 10'NORTH RNV TO EOP 32'EOP TO EOP LOCATES COMPLETE. I 7'SNVTOEOP / 8'R/L TO EOP PLACE HH SIGNAL HH 63'R/W TO RNV — 5'S W/LTO E 87+29 e — 3'R/L TO EOP 88+30 , 31GNA1. PLACE HH 1 43'EOP TO EOP __ 88+20 85+05 ' ( 10'N RNV TO EOP _ -� - _-_ .m-_,- .,.___ .-x -„,.-i Ir 83+22 82+45 — — _ .._\ = J u.Y: ELEC HH WATER KKR E� — T t 0 082+5.82+5.7F — LID 3 LID _______T UT & RESTORE (2) �Lm _____W SW GAARDE ST 5'x8' S/W PANELS `, - FB CONTINUE BORE I-� WEST, (1) 2" SDR11 0.1 i CONDUIT W/ 96-FOC. - !l E...4 1 .11 ? f i , ; cII alki Shit NOTES: STATE PROJECT: TIGARD BUILD FATBEAM,LLC 1.BOND TO ALL GROUNDS ENCOUNTERED coueTv 2065W RIVERSTONE DR 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER DATE REVISIONS BY c p- JOB#: SUITE 105 t'tt„ ASBUILT BY:" 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTION SCALE COEUR DALENE ID 83814 V: TGwH FIELDED BY fix. y� 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER DATE ,,, IUtu m• 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE DESIGNER DATE sneer 16 GE 17 - Appendix A.1 Bridge Profile (sht 13) VV d Ix 0 FACING SOUTH a. J �, _ o o SW GAARDE ST + + o 0 WW BORE CONTINUES UNDER CD m 6 S/W,MAINTAINING DEPTH ABOVE DEEP CULVERTS. GUARD RAIL \� 1-1 GRD LVL — t 1Li- GRD LVL ti <� , / / / / / / l / / / / / / / ( / / / / / / / / / / A f 12' / BORE DOES NOT ENTER RETAINING WALL. BORE CONTINUES UNDERGROUND I BENEATH S/W,INSIDE BARRIER. I I FATBEAM BORE(1)2"SDR11 w-- CULVERTS PASSING w CONDUIT. PLACE 96-FOC. o U UNDER ROAD,THROUGH 0 0 z RETAINING WALL. z LL w L w m , mm o I Z I- CC D W Q I W F- n� (n NOTES: STATE PROJECT: TIGARD BUILD FATBEAM,LLC .: • 1.BOND TO ALL GROUNDS ENCOUNTERED PATE REVISIONS BY COUNTY: 2065 W RIVERSTONEDR .'.• 2.AT EACH POLE PLACE ORANGE"FIBER TAG"TO IDENTIFY FATBEAM FIBER cirv: JOB#: SUITE 105 ?5 l;%• 3.AT EACH SPLICE CASE PLACE FATBEAM FIBER TAG TO CLEARLY MARK OUR FIBER SECTON FIELDED BY SCALE: ' COEUR D ALENE ID 83814 �5 1 4.IN EACH VAULT PLACE FATBEAM FIBER TAG ON FATBEAM FIBER PATE ASBUILT —94 To SNip. -��-- --'=� fOtb r n 5.CALL 811 AT LEAST 2 DAYS PRIOR TO DIGGING FOR LOCATES RANGE: DESIGNER: DATE SHEET 17 of 1 T Page 86 2011 Edition Operations with Moving Flagger Stations Diagram 325 Diagram 325 covers work activities that move along the road intermittently and involve frequent short stops. 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 shall be stationed for the best visibility for the situation and within sight distance of the active work space except at curves or crests on the road. 4. When the Flagger is more than 1000 feet from the"FLAGGER NEXT MILE" (CW20-7b)sign, intermittent cones shall be placed on the shoulder, as shown. 5. Flaggers are required at each end of the work space if any of the following conditions exist: a. Night operations, or b. Work space is over 200 feet in length, or c. Sight distance is less than 750 feet from each approach through the lane closure, or d. Traffic volumes are greater than 400 ADT. 6. The length between Flagger Ahead signs shall not exceed one mile in length. 7. Extended Traffic Queue signing (as shown on Diagram 5-4)should be used when the line of vehicles (queue)stopped at the beginning of a work zone extend beyond the ROAD WORK AHEAD signs. 8. When flagging near an intersection, the Flagger Ahead sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead signs may be placed on the side road(s). 9. 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 may be expected. Chapter 5 September 2016 2011 Edition Page 87 Operations with Moving Flagger Stations Diagram 325 ROAD Sign Spacing and Buffer Lengths(feet) WORK __ Posted Spacing Between Signs "Buffer" AHEAD W I Speed A B C Space i ONE LANE C 20 50 (Optional)' ROAD 25 100 100 100 75 / E\ AHEAD/ I 30 100 B 125 �REPARED/ ___---_ '�' 4U 350 350 350 150 TO STOP B / —* 45 180 •TT A 50 500 500 500 210 /N MILE / • 55 250 A 60 285 • 65 700 700 700 325 A Variable Location - ••- 70 365 �� I Work Space Protection Vehicle w/TMA(both Optional) See Chapter 4 1 1 Buffer •• Cone taper optional 1 mile • maximum Variable Location Al- Af iIntermittent Cones ++ �I LEA BE i ,‘ A PREPARE. --I V TO STOP/ B ONE LANE RoAD (Optional) C V�/ROA WORK AHEAD September 2016 Chapter 5 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 September 2016 2011 Edition Page 85 Stationary Lane Closure with Flagging Diagram 320 QY G oV R g I o co al M X11 3 I— a. 4 • r I • c-�. .•• o c v i. •' '°l u � C l ., I a c=i ilk. `3�l j t • "�� � e � izz _ Jnrr a w V • " 3 c / •• 1 so t1 o ��� ' I jig •. • co-E • Z� • 4 a) o'bk0 2t" I I • .` Y� B ¢ ' fi3a 2:0 I Y.V.1 V w P co in j t r IV EE F- Sian Spackle and, f tem ,.h fe 1 t v Posted Spode"Between Sipa 'Buffet" SpeedA B C Spice 10 So V o11 25 100 100 100 © I ... 30 H 10 350 350 350 Y •5 ® g3° 50 S00 500 soo m somiso 6S 700 700 700 70 365 September 2016 Chapter 5