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PFI2019-00212
114 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12019 00212 Date Issued: 07/03/2019 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: SEG1558 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Project Description: Fatbeam to place communication fiber optics via aerial and underground construction. Class of Work: FEES Description Date Amount Type 1 -Utilities(gas, electric, data) PFI Permit Fee 07/03/2019 $733.76 Total $733.76 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at to schedule inspections online. Contractor: ` NORTH SKY COMMUNICATIONS LLC 11818 SE MILL PLAIN BLVD SUITE 410 VANCOUVER, OR 98684 PHONE: 3602546920 Applicant: JESSICA WOODS 2065 W RIVERSTONE DR SUITE 105 COUER D'AELEN, ID 83814 PHONE: 6023906562 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 4 Signature: "CqPac I o V tri cli_n___ Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00212 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 Tigard JUL 01 2019 111111 PUBLIC WORKS —ENGINEERI CITY OF TIGARD NNING/ENGINEER TIGARD Public Facility Improvement FI) Permit .y. - < ; .. TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ® TYPE 1—Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach ❑ Streetimprovements performed by NWN, PGE Detailed description: Fatbeam to place communication fiber and/or utility agency. ❑ TYPE 2—Sidewalk/Driveway/Sewer optics via aerial and underground construction Work performed for the purpose of: • Sidewalk installation or repair. • Driveway approach installation Property address/location(s): Section 1 - Hibbard Admin building and/or repair to SW Upper Boones Ferry Rd to Durham -see attached plans 5E65( • Sanitary sewer lateral installation and/or main line tap Fatbeam, LLC ❑ TYPE 3—Full scale Development Applicant: Work performed with Land use Address: 2065 W Riverstone Dr., Ste 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 Jessica Woods 602-390-6562 • Street widening Contact name: Phone: • Mainline installation for Sanitary North Sky Communications, LLC sewer, Storm sewer, Tigard water Contractor: and/or Tigard Water Service Area CCB#: 208747 Expiration: 3/1/20 Address: 11818 SE Mill Plain Blvd., Ste. 410 SUBMIT COMPLETED APPLICATION TO: City/state: Vancouver, WA Zip: 98684 City of Tigard 360-450-3287 hbinkly@northskycomm.com Planning/Engineering Phone: Email: Y@ Ycomm.com 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: $t rowpermits@tigard-or.gov Address: 2065 W Riverstone Dr., Suite 105 Coeur d Alene, ID 83814 FOR STAFF USE ONLY City/state: Zip: Phone: 509-344-1008 Email: bruce@fatbeam.com Case No.: PRZY9 COP'? Contact name: Bruce Hathaway Application submittal fee(.07%of I Engineer's Estimate) $ 1 33-1(0 Estimated value of work is required(if over$5,000):$104,823.00 Additional fees: $ (within the public right-of-way) Application accepted: !/ Is work related to a LAND-USE DECISION? CI Yes ® No By: s Date: �// /fi Application reviewed: If so, please specify (MLP, SDR, SUB, etc.) case #: By: hen/ Date: 7k fy 9 Is work related to a BUILDING PERMIT? ❑ Yes ® No Applican otified: If so,please specify(BUILDING PERMIT)case#: By: Date: 7 2-161 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. Jessica Woods 6/28/2019 .App ant/Authorized 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 • www.tigard-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 ❑ 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) CI 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: 1 V ' S I Edge of Pavement -IN—? Drain Stre/letlight _,..z.•—•—•—••.-----.•—•—.1.—• Ditch —�'" . • lk-I RaDrainti .„,111.,4,,1r . Il • r �r ::r ',f�-:,. r I r moi on'os'rcrs.4 rids-- 1 T- I , I j k , Q} NI I • I 6I , Existing House 1 Existing ,I "� ;i a Driveway I I O11 I f• I I _ • 21 I > mat b.I I I s-1 • -0 Iys Ai I �r 6I °fa A ! i i 0 I• . \t, Existing Shop 1 Power` I I I I a o la 95' 1 I -------15iopertyt_ine---------- I ..-p- I IN i0 I Fire Hydrant(FH) I I Scale: 1"=30' 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 • www.tigard-or.gov • 503-718-2421 • Page 4 of 4 Page 86 2011 Edition Operations with Moving Flagger Stations Diagram 325 Diagram 325 covers work activities that move along the road intermittently H 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 OpuiSign Spacing and Buffer Lengths(feet) Posted Spacing Between Signs "Buffer" ------____r_* Speed A B C Space ONE LANE C 20 50 (Optional) ROAD —_______J * 25 100 100 100 75 AHEAD I Page 106 2011 Edition Diversion into a Continuous Left Turn Lane Diagram 430 Diagram 430 shows work in the travel lane(s) next to a continuous two-way left turn lane with one direction of traffic diverted into the continuous two-way left turn lane. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. When two or more travel lanes are reduced to a single lane before the diversion, each lane shall be closed separately. Layout traffic control according to ODOT Standard Drawing TM 852 for 5-lane sections. 4. A shifting taper(L/2) may be added in the diverted traffic direction across the continuous two-way left turn lane (as shown). This option is recommended when the speed is 45 mph or greater. Sign Spacing and Buffer Lengths(feet) Posted Spacing Between Signs 'Buffer" Speed A 8 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 Chapter 5 September 2016 2011 Edition Page 107 Diversion into a Continuous Left Turn Lane Diagram 430 /ROAD ORK AHEAD ► B 11yIt CENTER LANE \ CLOSED AHEAD A II • L/2 II 1 • ►Buffer • 1- r Protection Vehicle w/TMA(both Optional) See Chapter 4 r nu A El • 4Buffer T 1 • • • L/2 1I . • ► • • L/2 • A •• \ V II \ ltill yt ROAD I v 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. 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RIDE EXISTING 4' \CI i50 R/W CONDUIT INTO 4' FATBEAM TO OVER BUILDING 105' PLACE FOC 144 R/W RICE DUITTINT 4' �- / EOP CONDUIT INTO ��G/ 12' BUILDING 39' PLACE FOC 144 EXISTING 0 \', CONSTRUCTION C2) 4' "'",\ 19 w/•ey \LO \ LOCATE EXISTING 4' COM I, CONDUIT, ��• \ 1 CONDUIT. OVERSET FATBEAM I'M ..l 5 \ HANDHOLE, PROVE ROUTE AND I q SW SANDBERG ST 42' DUCT FROM HH TO MDF. li / _ MDF LOCATED ON FIRST FATBEAM PLACE FATBEAM PLACE FLOOR. LEAVE 200' COIL 24'X36' H.H. OVER 4' CI) 2' _ SET EX, TELCO 4' SDR11 CONDUIT -- EOP TO MDF, �R/W S/W 6960 I TIGARD-TUALATIN SCHOOL DISTRICT HIBBARD ADMINISTRATION BUILDING � II '. •0 �� SEC 2S FIBER PLACEMENT DIAL 81 OR-TIG-C1268 • • ••• SEC:1,2,12,13,24,25,26,35 1004 .. FATBEAM ,N/ ANG: 1W TIGARD-TUALATIN S.D. SHT • :47....• 2065 W RIVERSIDE DR,SUITE 105 y� DSNR: SL CALL LOCATE ti;1:3 COEUR D'A ENE,ID 83814 0 0 20 FLDR: SL TIGARD, OR DAWN: DP BEFORE YOU fatbear SCALE:1"=20' DATE: 05-23-19 i DIG OF 1 004 P 1 i ' MATCH TO SHT 1002 O j —12'd 42' 50.12/W D/W 3 w N co FATBEAM BORE Z (1) 2' SDR11 CONDUIT PLACE FOC 144i 7100 950' N I 1 I s W I I 1 s 1n, —12'-4 42' 1 i I s 50'R/W 2 I S ,MATCH TO SHT 1004 • . �N TW": 2s FIBER PLACEMENT DIAL OR-TIG-C1268 �• 4,•w• SEC:1,2,12,13,24,25,26,35 FATBEAMIVSI 111 RNG: 1W TIGARD-TUALATIN S.D. 811 SHT 2065 W RIVERSIDE DR, CALL LOCATE •'' � 1003 ••••••� SUITE 105 DSNR: SL TIGARD, OR COEUR D'ALENE,ID 83814 0 10 20 FLDR: SL BEFORE YOU fatbearn SCALE:1"=20' DRWN: DP DIG OF 1004 DATE: 05-23-19 I R/W S/W 0 --- EOP - ----- I C I- p — — — — —3r —SW SANDBERG ST H �t ......N\ I WATER �J U -- WATER I— < CpM — EOP -" -..__— —. R/W 12, S/W UNv v,U 1g, D/W 1— © -- COM®-6 ® 6+60 ► 0.o TM FATBEAM BORE i El (I) 2' SDR11 CONDUIT ��OM I I PLACE FOC 144 3 950' —12' 42' I 50 R/W P �) ) I ---F711 � no- , w L-12'-- 42' MATCH TO SHT 1003 • TWN: 2S FIBER PLACEMENT DIAL OR-TIG-C1268 • • .• •.••^ /\ SEC:1,2,1z,13,za,zs.zsss FATBEAM 1NI DRNG: 1W SNR: SL TIGARD-TUALATIN S.D. 811 sHT1002 ..: ,••:• 2065 W RIVERSIDE DR, SUITE 105.:::.t...1. COEUR D'ALENE ID 83814 o io zo FLDR: SL TIGARD, OR CALL LOCATE DRWN: DP BEFORE YOU fQtbeaSCALE:1"=20' DATE: 05-23-19 DIG OF 1004 • ...- _ S/W N 0 EDP -------- S/W 0 0r 50' I— = R/W = N N p — — — —SW SANDBERG ST 37'- — _3T -OF- H = = U HWATER WATER. ®---WATER Q 2 - -.._— __...-----._._ FOP ---._._.,._ __-.- __— _...___ _.... ■ ,s/V/ R/W-------&n% -- ------ -i P ._.__.._.__ ------ R/W� ,r - CATV !7 - -- 1 h FATBEAM BORE (1) 2' SDR11 CONDUIT PLACE FOC 144 950' I • TW": 2S FIBER PLACEMENT DIAL 811 •�: , /\ OR-TIG-C1268 • •• FATBEAM , SEC:1,2,12,13,24,25,26,35 • �Nr RNG: 1W TIGARD-TUALATIN S.D. sHT1001 flf • ••��• 2065 W RIVERSIDE DR, CALL LOCATE ti;��•� SUITE 105 DSNR: SL /'+ COEUR D'ALENE,ID 83814 o 10 zo FLDR: SL TIGARD, OR BEFORE YOU Qt�p SCALE:1"=20' DATE: 05-23-19 DIG OF 1004 MATCH TO SHT 49 i I 2' COM I POLE RISER 2' COM DETAIL FATBEAM TO PLACE 2' RISER ON p+ --° #PGE1952 EXISTING STAND OFF . � BRACKETS I cn O D/W 01w \-' .SfW r 50' O R/W 1-- - -SW SANDBERG ST - -sr - - - - - _ N. 0 1- - WATER— ® I ;IIBNIII EOP _ -____ _1 F- SAI Q R/W -12' 0/W MTV -, I FATBEAM BORE I I (1) 2' SDR11 CONDUIT PLACE FOC 144 950' 1 MATCH TO SHT 5 1 • e0 �� TWN: 2S FIBER PLACEMENT DIAL 811 OR-TIG-C1268 • •• ••• SEC:1,2,12,13,24,25,26,35 I' • .• FATBEAM 1NI DRNG: 1W SNR: SL TIGARD-TUALATIN S.D. SHT .•••�••o• 2065 W RIVERSIDE DR, CALL LOCATE s1-11-1000 .•.:::::7...i �• . SUITE 105 .••' COEUR D'ALENE,ID 83814 0 10 20 FD SL TIGARD, OR BEFORE YOU Qtt}C� - - DRWN: DP DIG OF 1004 V SCALE:1"=20' DATE: 05-23-19 740 MATCH TO SHT 49 QOoc 0-00 (:. C 0-00 xw I- - EOPO----F- ------------ SW SANDBERG ST ---------- V EOP R/W 1a 7291 o rr- , POLE INFORMATION: 1,..) irA z Ati-r1 OPGE#1952 0 Aon 7180 BT < --- z 45'-CL3-'81 TTI PN-29'10" �J ST LT DL-INS-25'11" I UNKNFIBER-TOP-23'10" I ELI-TIP=23'10" COMCAST-23'3" FATBEAM POA=24'10" I mCo) 7190 7100 BOND&GROUND ST LT I 0 PGE#8003 —40'—.— BT I ©© ATTACHMENT LEGEND BT:BT:BT A3671885 2+64 1 STRAND Q ADSS DDE PN-30'+ED STRAIGHT ATTACHMENT UNKNFIBER-TOP-29'9" I ATTACHMENT Q ADSS 21-45 ELI-TIP=28'9" I Q STRAND DE 7 DEGREE COMCAEDST-26'9" 2 ATTACHMENT ATTACHMENT FATBEAM POA=30'9" I ti = Q STRAND DDE Q8 OVERLASH 7313 1�9"' NOTE: ATTACHMENT EXISTING Io BRUSH IN BETWEEN STRAND 21-45 Q ANCHOR& n POLE SPANS.TRIM 4 DEGREE Q GUY z ATTACHMENT Q Id TREES AS NECESSARY. ADSS DE 10 DOWNGUY I 5 ATTACHMENT 11 200'SLACK LOOP I 4+00 1 MATCH TO SHT 6 [ )ço 3 7150 • TW": 25 FIBER PLACEMENT DIAL • o /\ OR-TIG-C1268 • ••®� FATBEAM SEC:1,2,1z,13,2a,2s,2s,3s '=':::` 2066 SUITERSIDE DR, 1N, DSNR: S� 811 TIGARD-TUALATIN S.D. CALL LOCATE SHT 5 105 COEUR D'ALENE,ID 83814 o zs so FLDR: SL1!06 TIGARD, OR BEFORE YOU n DRWN: DP QQ at�ti�,�Ql' SCALE:1"=50' DATE: 05-23-19 DIG OF 128 MATCH TO SHT 5 6960 TIGARD-TUALATIN SCHO( HIBBARD ADMINISTRATIC od 000 7150 7337 I POLE INFORMATION: 6960 1 Z O PGE#2299 O PC21.1D#3564 ' D r a'a NT 45':CL4:'88 45'-CL3-BT I0o PN-30'+ A3671880 \ O \ vn ELI- TIP=25' VZ500667 -O d COMCAST 24'2" PN-29'5" SEC DL 27'7" I ED POA=26' ST LT GROUNDED 27'4" PLACE DG TO EXISTING TRI-EYE El EOP \ 1 LF=15'S TW-23'9"TOP ELI=23'9"TIP SW TECH CENTER DR 32' \\ \\/ 0 PGE-NT COMCAST-22'9" 30'-CL3-'75ED VERIZON-23'2" EOP \ O PN-30'+ LOWER TW FROM 23'9"TIP 5 w TO 23'5"BOP RAW^ (D'' \., -.-v UNKN FIBER-24'4" FATBEAM POA=23'9"TIP T FATBEAM POA=24'4" PL DG TO EXISTING TRI-EYE 1=14'N sj_ a,,,,,- , � LOWER TW FIBER TO 23'4" POLE INFORMATION: !/�A� w O PGE#984 O PGE#8 �A \ �d C21.1 C21.01 D "i"," PGE#984 45':CL4:'00 9 \A3671881 L A3671882 FTR105546 F \ 000 VZ500669 SEC DL-27'10" SEC 22'1D"PWR-28'4" \ • �,c1 f�gg TW-TOP-24'9" ETLI=21'10"ED �.^� $ r OC 13950 ELI-TIP=24'BIP COMCAST-20'10" ®TR9t COMCAST-24'BOP VERIZON-20' b \ ° 00 LOWERVERIZON-23'3" FATBEAM POA=23'10" \ FO 40' ` TW FIBER FROM 24'9" A , TO 24'4"TIP ATTACHMENT LEGEND FATBEAM POA-24'4"TOP \ O STRAND ADSSDDE PL AGN 0 EXISTING TRI-EYE STRAIGHT ATTACHMENT x��/ �Sy 4 F F ATTACHMENT ADSS 21-45 ^ \ & OC QSTRAND DE DEGREE O \ ` ��til Om©, ATTACHMENT ATTACHMENT �L .\ QSTRAND DDE 0OVERLASH r ` 9S/y 7Fq ATTACHMENT EXISTING `� _` < O0 NOTE: Q STRAND 21-45 Q ANCHOR& q/ F %/y �ll 4 DEGREE GUY ti Op 9ti BRUSH IN BETWEEN ATTACHMENT qx \ d POLE SPANS.TRIM 1.0 DOWNGUY TREES AS NECESSARY. O ADSS DE \ �� S ATTACHMENT 11 200'SLACK LOOP MATCH TO SHT 7 • . •• Sw" 25 FIBER P 811 LACEMENT DIAL • •� \ OR-TIG-C1268 SEC:1,2,12,13,24,25,26,35 •• �• • FATBEAM RNG: 1W CALL LOCATE 6 , ;•;• 2065 SUITE 105 ,.- DSNR: SL TIGARD-TUALATIN S.D. SHT �'.�;•• SUITE 105 1 ,_lea COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU DRWN: DP fatbeam SCALE:1"=50' DATE: 05-23-19 DIG OF 1 28 POLE INFORMATION: MATCH TO SHT 6 PGE#1735 O ATTACHMENT LEGEND OC21.12A �i STRAND ADSS DDE 45':CL3:'03 13935 \ '''?/14 <<' \ t O STRAIGHT ATTACHMENT A3671879 '� Oo`\ • ATTACHMENT Q ADSS 21-45 PN50006Z 6 ti� Q STRAND DE 7 DEGREE SEC-28'4" \/ O` �, ATTACHMENT ATTACHMENT ST LT INS 26'10" `\• STRANDD DDE CP E°ISTINGH TW-24' 1 ` ELI=23' \,() .1 Phi COMCAST-22' \\ %/�A- 9�yry Q DEGRESTRAND 21-45 gE Q GUY & FAVETBEAM POA=25'IZON-21' 13965 \ "!�O �h�Oc ATTACHMENT 10 DOWNGUY PL DG TO EXISTING TRI-EYE '9 92 ADSS DE L=14'NE d ATTACHMENT 11 200'SLACK LOOP NOTE: BRUSH IN BETWEEN PGE#8702 \ SPANS.TRIM O C21.1A \ TREES AS NECESSARY. SE207 4 SECC DL DL-26'5" LEVEL3=23' ti3'P' 01).ZAYO-21'9" \ BOND&GROUND ST LT FATBEAM POA=24' 7340 7330 PL DG&TRI-EYE \ \ (EXISTING FULL) `\ L=7'NE 90 r 1 D O0 --PGE#959 \ =A 1C21.1D --- 90-1, 45':CL3:'90 O o A3671876 j ° A r' VZ511569 z PWR N-28'10"ED j 1 PWR SEC-27'7" ST LT GROUNDED 28'3" \ ST LT DL 25'4" EOP LEVEL3-23'9" ZAY0=22'5"TOP COMCAST-22'5"TIP SW LANDMARK LN 40' I CO VERIZON-21'1" 1 EOP LOWER LEVEL 3 FROM 23'9" — R/W \ TO 23'4" '. \ i 1 BOND&GROUND ST LT 15+43 FATBEAM POA=24'4"TIP I MATCH TO SHT 8 • TWN 25 • •`. FIBER PLACEMENT DIAL 811 OR-TIG-C1268 • • •• /\ SEC:1,2,12,13,24.25,26,35 �IC•• w FATBEAM RNG: 1W • 2066 SUITE 105 ,NI DSNR: SL TIGARD-TUALATIN S.D. CALL LOCATE SHT 7 COEUR D'ALENE,ID 83814 0 25 so FLDR: SL TIGARD, OR BEFORE YOU OtDRWN: DP 128 SCALE 1"=50' DATE: 05-23-19 DIG OFCJ MATCH TO SHT 7 POLE INFORMATION: • = ATTACHMENT LEGEND 11 PGE#79 I I A.� N K,',.,STRAND 6 ADSS DDE C21.12A 16+24 1®c4 o STRAIGHT ATTACHMENT 50':CL1:'95 D1 -1 ATTACHMENT PN-30'+ Z 7 ADSS 21-45 •TW-23'8" 14101 i ey 2 STRAND DE DEGREE ATTACHMENT ATTACHMENT ELI=22'8"TOP 7.. COMCAST-21'6" �� STRAND DDE 8 OVERLASH VERIZON-21'6" * 3 O i ATTACHMENT EXISTING FATBEAM POA=24'8" STRAND 21-45 Q ANCHOR& 12 PGE#960 i,. Q DEGREE GUY C21.12A • i Q,a ATTACHMENT 10 DOWNGUY m 50':CL3:'62 ADSS DE A3671874 i- ®m D 14160 s �� � ATTACHMENT 11 200'SLACK LOOP VZ501257 I a SEC DL-30'+ 17+35 I d ST LT DL 27'2" TW-24'6" I O N TE: ELI=23'4" I „ BRUSH IN BETWEEN 21 COMCAST 8 00 POLE SPANS.TRIM VERIZON-20'6" 40' TREES AS NECESSARY. BOND&GROUND ST LT 1 FATBEAM POA=25'6" p p 13 PGE#961 C C21.12 55':CL2:'10 v a A3671873 N I i.- VZ501256 Z . ® ? PN-30'+ 0 ST LTINS30+ �o TW-26'8" < ' a T" ELI=25'5" i * d COMCAST-24'5" VERIZON-21'7" — - FATBEAM POA=27'8" 1 1 ' ®© 1 19+45 14255 I 14880 I i3 o r MATCH TO SHT 9 •• • • /\ SEC ,2,25 3,24,25,26,35 FIBER PLACEMENT DIAL �I I OR-TIG-C1268 ..•,. FATBEAM SI 1N/ DRNG: 1W SNR: SL TIGARD-TUALATIN S.D. I' I' .::•...:• 2065 W RIVERSIDE DR, SHT 8 A • SUITE 106 CALL LOCATE V COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU fatbeamDAWN DP 128 SCALE:1"=50' DATE: 05-23-19 DIG OF MATCH TO SHT 8 POLE INFORMATION: ® PGE#5129 .......1r ATTACHMENT LEGEND o C21.12A =''4280 STRAND Q ADSS DDE 50':CL3:'62 40'--x!,41 Q°A STRAIGHT ATTACHMENT A3671811 14255 ATTACHMENT VZ501255 \ I D Q ADSS 21-45 PWR SEC-29'5" i z Q STRAND DE DEGREE PN-28'2" t=1 N=-, ATTACHMENT ST LT DL 26'5" I ml STRAND DDE Q8 OVERLASH TW-23'8"TIP o I K`)ATTACHMENT EXISTING ELI=23'8"TOP COMCAST-22'9" I STRAND 21-45 ANCHOR& VERIZON-22' DEGREE GUY ATBEAM POA=24'8" I i IIP ATTACHMENT 10 DOWNGUY 15 PGE#64 O� I I ATTACHMENT 11 200'SLACK LOOP C21.12A 30':CL5:'02 I� VZ36678 I PN-24' 22109 �Q PWR SEC 23'2" I NOTE: 1y�_20,7-- BRUSH IN BETWEEN ELI=20'1"ON 12"FGA I POLE SPANS.TRIM COMCAST-19'5" •I—_ TREES AS NECESSARY. VERIZON-18'5" 3> o FATBEAM REQUESTS PERMISSION TO V PLACE PUPI ARM ON POLE AT 19'10" <_T,... 5 A MOVE TW TO TIPtr, cn m FATBEAM HOA-19'10"TOP -------- IF ARM REQUEST IS DENIED TALLER POLE D z WILL NEED TO BE PLACED AND ALL COMS t' WILL NEED TO TRANSFER. i m O1 I i 23I.49 I 00 1 T- I> 50'— i- I 7325 14 N o 14344 7215 I D z m r 17 I _� MATCH TO SHT 10 •• /\ TW": 2S FIBER PLACEMENT DIAL OR-TIG-C1268 • ••••IF FATBEAM \ RNG'2 1W3.za,2s,2s,35811 •.••• 2065 W RIVERSIDE DR, 1NI DSNR: SL TIGARD-TUALATIN S.D. SHT 9 v • SUITE 105 CALL LOCATE COEUR D'ALENE,ID 83814 o 25 50 FLDR: SL TIGARD, OR BEFORE YOU DRWN: DP O fotb�I SCALE:1"=50' DATE: 05-23-19 DIG OF 8 MATCH TO SHT 9 POLE INFORMATION: 7235 I 00 Q ATTACHMENT ANDHMENTQLE ADN ADSS 16 PGE#4084 ~_ I 1 SRAIGHT ATTACHMENT 6 ADSS 21-45 NT Q1#4 501 7 NT:NT:NT A3671810 V2501254 2 STRAND DE DEGREE PN/SEC-29'5" \ ATTACHMENT ATTACHMENT ST LT DL 26' R/W 1 r Q STRAND DDE Q8 OVERLASH __,_ - -- TW-24' EOP > -EOP R/W ATTACHMENT EXISTING ELI=23' V =a STRAND 21-45 Q GUY ANCHOR& N COMCAST-21'9" <-u("A 40DEGREEVERIZON-19'9" Z NBOND&GROUND ST LT FATBEAM SW BONITA RD 50' 0 A o ATTACHMENT 10 DOWNGUY POA=25' C d -EOP ADSS DE EOP rl I / /W 5 ATTACHMENT 11 200'SLACK LOOP ..‘ , I NOTE: BRUSH IN BETWEEN 14529 POLE SPANS.TRIM 26+88 THIS SECTION TREES AS NECESSARY. I I WILL BE UG BORE 7220 I - 18 PGE#1995 C21.12A 55':CL2:'95 m0 I ®vii o ; VZ36678 •o I A" 1 14600 PN/SEC-30'+ I Z ST LT DL INS 30'+ TW-27'3"ON 12"FGA 0 O I ELI=25'9"ON 24"ON FGA I I .. COMCAST-24'9"ON 18"FGA FATBEAM POA=29'3"ON 18"FGA 1 40'-- 28+17 1 I I- ,: I. a C =Y / N A m .� \-1o O i .XI n a - 7MATCH TO SHT 11 • ;• :+ /\ SEC:1,2,2S 3,24.25,26,35 FIBER PLACEMENT DIAL 811 OR-TIG-C1268 .ii• • FATBEAM MN, RNG: 1W DSNR: SL TIGARD-TUALATIN S.D. SHT i•�a 2065 W RIVERSIDE DR, ',Z.;. suITE los CALL LOCATE njT ....1 COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU ft` '"'�" DAWN: 0DP 5 DIG OF 128 SCALE:1"=50' DATE: 05-23-19 I MATCH TO SHT 10 POLE lg INFORMATION: j I ATTACHMENT LEGEND PGE#828 29+67 T STRAND Q ADSS DDE C21.12 1 I 14650 STRAIGHT ATTACHMENT NT:NT:NT I._ 3 00 ATTACHMENT VZ501264 1 O ADSS 21-45 PN-30'+ j I Q STRAND DE DEGREE SEC-30'+30'+ ATTACHMENT ATTACHMENT SEC RISER-30'+ I STRAND DDE ,0 OVERLASH ST LT DL-INS-30'+ , 14655 1 -40'~ ATTACHMENT EXISTING TW-35'10"ON 12"FGA Iv ELI-24'5"ON 12"FGA ! mSTRAND 21-45 Q ANCHOR& COMCAST=23'2"ON 12"ON FGA v 1 4 DEGREE GUY VERIZON-18'8"XING ROAD (n ATTACHMENT 10 DOWNGUY ATBEAM POA=26'10"ON 12"FGA CAD55 DE V ,, ....._ ATTACHMENT 11 200'SLACK LOOP 2p PGE#1738 N C21.12 Z 50':CL3:'51 r A3671807 G - NOTE: PN-30'+ v A BRUSH IN BETWEEN SEC-30'+ m v-4 0 PWR SEC RISER-30'+ i D POLE SPANS.TRIM TW 26' z TREES AS NECESSARY. ELI-25' COMCAST=23'1" FATBEAM POA=27' 00 31+74 PGE#5197 I e _ (Lr) C21.12 45':C14:'56 14725I PN-30'+ SEC-29'10" 1 SEC RISER DL-27'9"F/S I p 14750 TW-23'9"TOP ___ _ ELI-23'9"TIP 1 v COMCAST=23' VERIZON-22'1"XING ROAD UNKN STRAND-20'9" I �a LOWER TIN TO 23'5"BIP 1 I - FATBEAM POA=23'9"TOP I w A v N 7 14795 1 mo A z \ u —_ v 33+41 11 ® 1 ° MATCH TO SHT 12 • TWN: 2S FIBER PLACEMENT DIAL 811 • • OR-TIG-C1268 • ��• \ SEC:1,2,12,13,24,25,26,35 .;:.. FATBEAM 1N/ RNG.DSNSL TIGARD-TUALATIN S.D. c • ••��• 2065WRIVERSIDEDR. SHT 11 :::•i.' SUITE 105 CALL LOCATE ' COEUR D'ALENE,ID 838140 20 so FLDR: SL TIGARD, OR BEFORE YOU fatb�mDRWN: DP 1 28 " f SCALE:1"=50' DATE: 05-23-19 DIG OF MATCH TO SHT 11 1 r POLE INFORMATION: - z I m=A I ATTACHMENT LEGEND PGE#4803 * i "a 22 STRAND 6 ADSS DDE C21.12AD I I -a 14830 1 STRAIGHT ATTACHMENT 45':CL4:'90 Oa 1.'' ATTACHMENT OADSS 21-45 VZ501266 I ey STRAND DE DEGREE PPNLT DL'26'3" 14835 2 ATTACHMENT ATTACHMENT TW-24'5" —_--, I ELI-22'4"TOP Q STRANDATTACHMENT DDE Q8 OVERLASH v I GO EXISTING COMCAST-22'4"TIP m ANC VERIZON-21'8"XING ROAD O� DE RESTRAND 21-45 Kis), GUYHOR& UNKN STRAND-20'1" 35+06 BOND&GR ST L7 _ _ ATTACHMENT 10 DOWNGUY LOWER TW TO 23'5" - I Q ADSS DE FATBEAM POA=23'5" v VC) ATTACHMENT Cr200'SLACK LOOP - G 23 PGE#830 V C21.12 �����-- N NOTE: [ 45':CL4:'82 z j A3671804 0 I BRUSH IN BETWEEN PN-28'3" < r POLE SPANS.TRIM SEC DL-26'6" 14915 14875 rn D TREES AS NECESSARY. ST LT DL-24'9" I =a TW-23' I n w a .ELI-21'2"TOP A COMCAST-21'2"TIP I A 0-9 11 1 UNKN FIBER-19'10" v 1 x LOWER TWTO21'2"TOP * d — LOWER ELI TO 20'8"BIP ___.- FATBEAM POA=23' I 7007 ! 14935 I 40' — — 14945 I g 14945 �I ' I 37449 ®© 1 i 1 I MATCH TO SHT 13 •• .• /\ '�"": 26 FIBER PLACEMENT DIAL OR-TIG-C1268 • • •• SEC:1,2,12,13,24,25,26,35 • FATBEAM ,NI ANG: 1W TIGARD-TUALATIN S.D. $1 1 SHT ::•:•• • 2065 W RIVERSIDE DR, `` DSNR: SL CALL LOCATE 2 `•; "• SUITE 105 COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU Ifatboom SCALE:1"=50' DATE: 05 DRWN: 05-23-19 DIG of 128 MATCH TO SHT 12 POLE INFORMATION: ---- 14965 I D -EOP c) PGE#863 I =. f ATTACHMENT LEGEND C21.13:'81 I �°' 40' SW CARDINAL LN STRAND Q ADSS DDE A3671803 m0 I A 1 STRAIGHT ATTACHMENT PN-30'+ z ATTACHMENT Q ADSS 21-45 SEC DL-30+ 1 ey Q STRAND DE 7 DEGREE ST LT DL INS-30' 2 ATTACHMENT ATTACHMENT EL 24 3" ATTACHMENT C7 OVERLASH I EXISTING TW-2' ®� STRAND DDE 8 COMCAST-22'9" UNKN FIBER-21'3" 391-471. a STRAND 21-45 Q ANCHOR& FATBEAM POA=26'3" DEGREE GUY I ATTACHMENT 25 PGE#1739 I 10 DOWNGUY C21.12 ADSS DE NT:NT:NT . I * LI ATTACHMENT 11 200'SLACK LOOP A3671802 ! PN/SEC-29'5" SEC DL RISER-28'4" [ —40'--� NOTE: ST LT DL INS-26'4" I BRUSH IN BETWEEN Tw-24' I n POLE SPANS.TRIM ELI-23'1"TOP = TREES AS NECESSARY. COMCAST-23'1"TIP 1 , p'a UNKN FIBER-22' 1(1\ B2c. C V)-9 G D 15055 Z d V N Z 0 D v < g m I 1 ®o I I 414196 m O 1 15175 71\ I 15115 -- I I \ MATCH TO SHT 11i • . . '�"" 25 FIBER PLACEMENT DIAL •S .• /\ SEC:1,2,12.13.24,25,26,35 811 OR-TIG-C1268 ••••• w FATBEAM RNG: 1W 6: 2065 W RIVERSIDE DR, 1■V► DSNR: SL TIGARD-TUALATIN S.D. CALL LOCATE SHT 13 ti���:• SUITE 105 ,�'« COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU DRWN: DP fat beam SCALE 1"=50' DATE: 05-23-19 DIG OF 128 MATCH TO SHT 13 POLE INFORMATION: : I = ATTACHMENT LEGEND - m Q,a - -- STRAND Q ADSS DDE (..........\ 6 PGE#1740 ,1 N STRAIGHT ATTACHMENT C21.12AD 15175 ATTACHMENT �o 45':CL4:'89 Q ADSS 21-45 A3671801 3 (..,•.,STRAND DE 7 DEGREE ST LT + I z ATTACHMENT ATTACHMENT ST LT DL-26'7" I TW-23'10" f40' © 15115 Q STRAND DDE Q8 OVERLASH ELI-22'7" ATTACHMENT EXISTING COMCAST-21'3" I ® STRAND 21-45 O ANCHOR& UNKN FIBER-20'8" DEGREE GUY BOND&GR ST LT 44I 06 ATTACHMENT 10 DOWNGUY rATBEAM POA=24'10" m ADSS DE 27 PGE#1741 '� I S ATTACHMENT C7 200'SLACK LOOP C21.12 45':CL4:'84 ' I A3671800 I NOTE: PN-30'+ r- BRUSH IN BETWEEN SEC DL-29'9" *o POLE SPANS.TRIM ST LT DL INS-28'8" S� TW-26'S" V a TREES AS NECESSARY. ELI-25'4"TOP z •, v)o COMCAST-25'4"TIP 0 RIE)' UNKN FIBER-24'8" z LOWER TW TO 25'4"TOP < f -- /W .__ LOWER ELI TO 25'BIP M EOP FATBEAM POA=26'5" 15255 I I 40' SW REDWOOD LN EOP i W __ _ ® RA O - I --- 46+28 7233 I m I O i \ ilt ° 7000 15333 1 'MATCH TO SHT 15 •• •• /\ TW" 25 FIBER PLACEMENT DIAL OR-TIG-C1268 ��El•••• FATBEAM RNG:I 2 1 W3,24,25,2s,35 811 2065WRIVERSIDEDR, 111 DSNR: SL TIGARD-TUALATIN S.D.�.• SUITE 105 CALL LOCATE SHT 14 jt �l((�'0—j COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU 1QVi. t -._ DAWN: DP SCALE:1"=50' DATE: 05-23-19 DIG OF 1 28(j MATCH TO SHT 14 POLE INFORMATION: `, � I --J 5333 40' i 7000 = ATTACHMENT LEGEND A I p O28 PGEIt1625 " C21.12D 7233 I '�v Q STRAND Q ADSS DDE 45':CL3:'80 r o 1 STRAIGHT ATTACHMENT ATTACHMENT A3671799 e 7 ADSS 21-45 PN/SEC-28'11" 0 I z Q STRAND DE DEGREE SEC DL-28' Q ATTACHMENT ATTACHMENT ST LT DL INS-26'10" 1 TW-24'7" \ I I ® Q STRAND DDE Q8 OVERLASH ELI-23'9" ATTACHMENT EXISTING COMCAST-22'10" 1 STRAND 21-45 ANCHOR& UNKN FIBER-21'6" m 48+50 DEGREE GUY LOWER TW TO 23'9" 0 LOWER ELI TO 22'10" ATTACHMENT 10 DOWNGUY LOWER COMCAST TO 21'6" (CJ 5 ADSS DE LOWER UNKN FIBER TO 20'6" < Ci ATTACHMENT 11 200'SLACK LOOP FATBEAM POA=24'7" N I z9 PGE#1742 z m _ 15353 NOTE: C21.12T '� D 13 w- BRUSH IN BETWEEN NT:NT:NT _Y � � A3671798 i- v)o POLE SPANS.TRIM PN-40'+ NOTE: ----\rD 0 TREES AS NECESSARY. SEC DL-38'+ FOR RAILROAD PERMIT ---.\-- I d Z ST LT DL-38'+ APPLICATION,SEE �; I ELI-35'1"TOP UPRR WEBSITE. \ ELI-34'9"BOP PUPI ARM COMCAST-34'9"BIP PUPI ARM \ r UNKN FIBER-34'6" ' 757 Q0 50+45 I ID 15495 A I ,�4°A N-9 An a - z MATCH TO SHT 16 /\ SEC• 2S FIBER PLACEMENT DIAL OR-TIG-C1268 SEC:1,2,12,13,24,25,26,35 j^( ••• 11 •• w FATBEAM RNG: 1W V ••••••••• 2065WRIVERSIDEDR, 1■1, DSNR: SL TIGARD-TUALATIN S.D. CALL LOCATE SHT 15 .��:; SUITE 105 .W0, COEUR D'ALENE,ID 83814 0 25 so _FLDR: SL tbDRWN: DP TIGARD, OR BEFORE YOU foe 1 28 �r1 c o SCALE:1"=50' DATE: 05-23-19 DIG OF EOP_iRM— MATCH TO SHT 15 „...._ SW KABLE LN 50' X ATTACHMENT LEGEND EOP el",,STRAND Q ADSS DDE R/W_____..._,� 52143_ . STRAIGHT ATTACHMENT ATTACHMENT ADSS 21-45 POLE INFORMATION: s,_ Q 1 Q STRAND DE DEGREE 30 PGE#11743 ATTACHMENT ATTACHMENT NOTE: C21.12DSTRAND DDE Q8 OVERLASH 60':CL2:'81 FOR RAILROAD PERMIT ATTACHMENT EXISTING A3671797 APPLICATION,SEE PN/SEC-39'+ 1 UPRR WEBSITE. Q DEG ED 21-45 Q ANCHOR& GUY ST LT DL INS-38'+ ^' ATTACHMENT TW-3T+TOP PUPI ARM E z 10 DOWNGUY ELI-37'+BOP PUPI ARM * S ADSS DE COMCAST-37'+BIP PUPI ARM \J ATTACHMENT Ci 200'SLACK LOOP UNKN FIBER-34'7" GATBEAM POA=3T 0"TIP v 73 N • Z 3> O31 PGE#1669 0 NOTE: O x A .; BRUSH IN BETWEEN C21.12AD D v 'c. POLE SPANS.TRIM 45':CL4:'88 m o �O TREES AS NECESSARY. A3671796 7]n PN+SEC-28'8" I z kJ ST LT DL-26'4" 15605 I ! o TW 24'4" ELI-23'4" I ! COMCAST-22'6" UNKN FIBER-21'6" 54+59 BOND&GROUND ST LT ' 15575 FATBEAM POA=25'4" 1 I ®o \ \I ! --40' \ D N �C ......<9'. A ! �- A nn D mm 1 \ Z 15500 MATCH TO SHT 17 '"": 26 FIBER PLACEMENT DIAL •• 811 OR-TIG-C1268 ���.40 � /\ SEC:1,2,12,13,24,25,26,35 ••••• • FATBEAM RNG: 1 W .;;,.;• 2065 W RIVERSIDE DR, ,�r DSNR SL TIGARD-TUALATIN S.D. .•;,• SUITE 105 CALL LOCATE SHT 16 ti�'•' COEUR D'ALENE,ID 83814 o zs so FLDR: SL Eliejeil DRWN: DP TIGARD, OR BEFORE YOU 12� Qtb`r M� SCALE:1"=50' DATE: 05-23-19 DIG OF U MATCH TO SHT 16 POLE INFORMATION: s61s1 15500 ATTACHMENT LEGEND 32 PGE#1695 Q STRAND ADSS DDE I . ---\ -- 451CL4:'82 . m ® STRAIGHTC22 ATTACHMENT A3671795 • p ATTACHMENT Q ADSS 21-45 PN-2T S" � Q STRAND DE DEGREE SEC DL-26' 'L ATTACHMENT ATTACHMENT ST LT DL-24'5" "......_____ STRAND DDE OS OVERLASH TW-22'5"ON 12"FGA 15705 , 3 ATTACHMENT EXISTING ELI-21'6"TOP COMCAST-21'6"TIP •f40—. o STRAND 21-45 Q ANCHOR& • UNKN FIBER-20'6" ON 18"FGA DEGREE GUY LOWER TW TO 21'6"TOP ATTACHMENT 10 DOWNGUY LOWER ELI TO 21'2"BOP ADSS DE FATBEAM POA=22'5"ON 12"FGA • ATTACHMENT 11 200'SLACK LOOP (n D • CC o 33 PGE#1696 V N A D21,12 N a 45':CL4:'82 Z ° o NOTE:04 A3671794 0 D" • BRUSH IN BETWEEN PN-28' / < STT LT DL-24'9" " T d POLE SPANS.TRIM SEC DL-25'10" _1 TREES AS NECESSARY. TW-22'5" ELI-21' COMCAST-20'1" p 1 , UNKN FIBER-19'4" LOWER TW TO 21'5" 5900 15755 LOWER ELI TO 20'5" LOWER COMCASTTO 20'1" LOWER UNKN FIBER TO 18'4" FATBEAM POA=22'5" --- - 15862 r o -- I \ 12°a o °'cn-n 1 -I o 15787 15785 e OI II • MATCH TO SHT 18 '/ p /\ TW 23 SEC:1,2,12,13,24,25,26,35 FIBER PLACEMENT DIAL 811 OR-TIG-C1268 RNG: 1W ,•�s 2065 W RIVERSIDE DR, FATBEAM 1NI DSNR: SL TIGARD-TUALATIN S.D. SHT 7 SUITE 105 CALL LOCATE ,. COEUR D'ALENE,ID 83814 0 25 50 FDAWN: SL - TIGARD, OR BEFORE YOU ,I fat Qe SCALE:1"=50' DATE: 05-23-19 DIG OF 1 28 MATCH TO SHT 17 POLE INFORMATION: ! -4l- �� / 34 PGE#1744 61+16 1 7'c(' C21.1D r50':CLl06 [co; D !AA3671793OI I =a ....V7PN-30'+ TW-25'6" , °OA Q "ay'ELI-23'1" -I o t0 A" .i.COMCAST-22'8" UNKN FIBER-21'1" d —RINK i FATBEAM POA=26'E' 15895 .`CS? ' PGE#1591 \35 cr1 50':CL1:'88 OR A3671792 / � ' � PN-30'+ C ,�__60 / SEC DL-30'+ TW-28' 15870 EU-27 o NJ 15860 COMCAST-25'10" E- z UNKN FIBER-24'10" .-RIw FATBEAM POA=29'0" G NOTE: rn BRUSH IN BETWEEN --- I POLE SPANS.TRIM i TREES AS NECESSARY. 7 1 r2.1 15900 ATTACHMENT LEGEND IQSTRAND 6 ADSS DDE STRAIGHT ATTACHMENT ---\, i * ATTACHMENT O ADSS 21-45 15900 Q STRAND DE DEGREE ATTACHMENT ATTACHMENT I 00 STRAND DDE Q8 OVERLASH I 0,ATTACHMENTEXISTING 64 STRAND 21-45 gQ ANCHOR& x'146 4 DEGREE GUY 50 ,� ATTACHMENT 10 DOWNGUY sQ ADSS DE 15957 j ATTACHMENT 11 200'SLACK LOOP / a I 15945 MATCH TO SHT 19 • /\ TWN: 2s $ OR-TIG-C1268 •••••• SEC:1,2,12,13,24,25,26,35 FIBER PLACEMENT DIAL . . FATBEAM RNG: 1W,NI DSNR: SL TIGARD-TUALATIN S.D. 1 1 .....•.....:• 2065 W RIVERSIDE DR, SHT 1 8 .. . SUITE 105 CALL LOCATE V },,N.. COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU fate SCALE:1"=50' DAWN: DP DATE: 05-23-19 DIG OF 128 ` POLE INFORMATION: .\ MATCH TO SHT 18 36 PGE#2762 ATTACHMENT LEGEND C21.13 55':CL1:'82 16037 Q STRAND Q ADSS DDE 15999 Q A3671791 STRAIGHT ATTACHMENT / q PN+SEC-30'+ ATTACHMENT ' 6 ST LT-30'+ Q ADSS 21-45 pQ .5T ,/ C,ce Q STRAND DE DEGREE of TW-29' 2 ATTACHMENT ATTACHMENT ELI-2T 5" �� i/c7: COMCAST-26' Q STRAND DDE Q8 OVERLASH � / q/ ti UNKN FIBER-22'9" / ATTACHMENT EXISTING k/ Q FATBEAM POA=TBD \\/J 4 STRAND 21-45 s!!: DEGREE 16045 0Q A3671NT \ Q ADSS DE / A3671790 ATTACHMENT 11 200'SLACK LOOP aillir PN-30'+ p TW-29'8"DEAD END ELI-29' NOTE: . COMCAST-27'11" BRUSH IN BETWEEN UNKN FIBER-27' POLE SPANS.TRIM , ./ rLA9 pc.. P�9 TELCO UNKN FIBER-25'4" TREES AS NECESSARY. / ,AA SSR ATBEAM POA=30'8" N 6 tc,OQ S F S 38 PS PGE#1752 C21.13A 16083 o0 BT:BT:BT PN-26'9" SEC RISER DL-25'4" ,/ 40' 16100 ST LT DL-24'6" / ELI-20'8"FS ON 24"FGA 4 O Q COMCAST-20' UNKN FIBER-19' \,%/ SI- / 9 TELCO FIBER-17'10" FATBEAM POA=21'8" 4,`"(<3-- / ��/' ",\G�P�� OAS <J2 AA S� O r ..----\,, / ----------\ s4 / 16101 << 22 OQ 60" �pQ �AA�S MATCH TO SHT 20 ' \ P ••• ••' /V '�"" 25 FIBER PLACEMENT DIAL 81 1 OR-TIG-C1268 �i••�• FATBEAM RNG.�2,1W3,za,25,2s,35 (� A • •••• 2065WRIVERSIDE DR, 1�� DSNR: SL TIGARD-TUALATIN S.D. CALL LOCATE SHT 1 9 ........: • SUITE 105 1:0-1.1" COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL ^ DRWN: DP TIGARD, OR BEFORE YOU 1 �Q fOtb SCALE:1"=50' DATE: 05-23-19 DIG OF8 / MAT/ .TO SHT› 19 POLE INFORMATION: N Q 26 PGE#2919 42 PGE#8323 41 PGE#8322 / � "x0/ P C21.13 C21.13A C21.13A �- 55':CL1:'79 50':CL2:'06 50':CL3:'06 �1� SEC DL&PN-35'+ PN-30'+ PN-30'+ „/ aQ ST LT INS DL-34'10" SECURITY LT-28'9" SEC RISER DL-30'+ C.3X PGEC-28'11"ON 12"FGA WAVE 23'10" WAVE 23'10"ON 12"FGA //69pG P�9 WAVE-26'3"ON 30"FGA COMCAST-22'10" COMCAST-22'10"ON 12" / k Q S�� COMCAST-26'0"ON 24"FGA ELI-21'10" FGA \ FIBER-22'10"ON 18"FGA ONE FIBER-20'10"ON 12" ELI-22' '' oQ p., FIBER-21'6"ON 12"FGA FGA ONE FIBER-21' 55' \., FATBEAM POA=27'11" TELCO FIBER-19'4" TELCO FIBER-19'4" "?'� 00 FATBEAM POA=24'10" FATBEAM POA=24'10" /S'0 ON 12"FGA PFo�c.P�� POLE INFORMATION: ,_,/ / ti.4+ O PGE#7321 0 /, PS C21.13A UG BORE ` 50':CL3:'06 _ A 96 F y�'/ 00 ST LT + G ST LT DL-30'+ Cl) (,.........................................;,........„:„.....N. OC 16255 oQ �r�� SECURITY LT-29'2" \ ® �`�F POLE INFORMATION: WAVE 23'9"DEAD END _ \ , OO\�'/mss' lop.„,,, 40 PGE#63 ELLI 21'7COMCA5T-22'6" /�� xo 1k C21.13A UNKN FIBER-20'6" ~ `\S/' GO V- �/' PS•• PN-27?406 FATBOEAM POA924,9" SEC RISER DL-26'5" o�RtigMA SOA <'14/946 qs S�J��/ WAVE 21'COMCAST-20'ON 8"ON FGAFGA R� ` 1 FOC / 00 ELI 19'9" / 4 60' , ' 4/I'" ' /\_ ONE O FIBER COM-18'6" • / TELCO FIBER-17'4" \ , r� �OQ G �e FATBEAM POA=22'8" � O P .\ /ss v- ,1,, 16250 ATTACHMENT LEGEND SPS 1 STRAND Q ADSS DDE `\ ' STRAIGHT ATTACHMENT NOTE: ATTACHMENT ADSS 21-45 BRUSH IN BETWEEN `���� POLE INFORMATION: 0 STRAND DE DEGREE POLE SPANS.TRIM /QO,��P PGE#4884 ONE FIBER-27'7"ON 12"FGA 2 ATTACHMENT ATTACHMENT TREES AS NECESSARY. tia°4,S o© C21.13 TELCO FIBER-26'2" 410 FATBEAM POA=31'8" 'p' PN-37'0" LOWER WAVE TO 29'10" ATTACHMENT EXISTING SEC-35'11" LOWER COMCAST TO 28'10" STRAND 21-45 ANCHOR& / ST LT DL INS-33'7"LOWER ELI TO 27'7" Q DEGREE GUY Csi STRAND DDE ® ' PGEC-32'6" LOWER ONE FIBER TO 26'7" ATTACHMENT /kQ WAVE-31'8" LOWER TELCO TO 25'7" 10 DOWNGUY O / — COMCAST-29'10" KN., ADSS DE MATCH TO SHT 21 �\ ELI-28'2" ATTACHMENT 11 200'SLACK LOOP 0n o. /\ SW" 2S FIBER PLACEMENT DIAL $,� ,� OR-TIG-01268 '� O A®e SEC:1,2,12,13,24,25,26,35 o e e O 0 FATBEAM „.•••••••• ••::eos 2065 SUIVERSIDEDR, 1N/ 1W TIGARD-TUALATIN S.D. CALL LOCATE SHT 20 5 1 DSNR: SL .,'t•`• COEUR D'ALENE,ID 83814 o 25 so FD SL TIGARD, OR BEFORE YOU Q fatbeam DATE: DP DIG OF 128 SCALE:1"=50' DATE: 05-23-19 i I 10 "' MATCH TO SHT 20 POLE INFORMATION: 44 PGE#2?10 46 021 13A PGE#2412 48 PPGE#1653 /S5'/',°x.96. ��V C21.13C C21.13 50':CL3:'01 45':CL4:'78 45':CL4:'84 i PN-28'S"PN-26'0" PN-30'+ SEC-27'4"SEC-25'4" SEC DL-29'4" UNWN FIBER-24'8"DEAD END / 00 SEC DL-24'6" ST LT DL-27'9" UNWN FIBER-23'4"DEAD END PGEC-PGEC-23'2" FIBER-25' 8" CAN FGA-23'0"DEAD END / WAVE-21'S" FIBER-25'4"ON 8' FGA COMCAST-20'8" COMCAST-24'5" ELI-21'9"DEAD END ELI-20'0" ELI-22'6" ONE FIBER-21'1"DEAD END /, ONE FIBER-21'6" TELCO-17'9"DEAD END ONE FIBER-19'0" FATBEAM POA=24'0" /‘(-6,' TELCO FIBER-20'6" L �� TELCO FIBER-18'0" FATBEAM POA 24'S" LOWER FIBER TO 21'9" `� / Q O P FATBEAMWRPOA=22'0LOWER TELCO TO 19'6"" LOWER LOWER ELI TO FIBER TO 19'8" C(��/, �O �� SqQ LOWER WAVE TO 21'2 LOWER COMCAST TO 20'0" LOWER ONE FIBER TO 20'6' ` SO LOWER ELI TO 19'0" LOWER ELI TO 21'6" '''/dr \,P LOWER ONE FIBER TO 18'0" LOWER COMCAST TO 22'6" /' O0 XJS LOWER TELCO FIBER TO 17"0' LOWER UNKN FIBER TO 23'6" ' QQ���/' O45 J PGE#2411 / / C21.13A � NOTE: 50':CL3: BRUSH IN PN-30+106 0' ©e , '�i / CD*� POLE SPANS. RIM" SEC DL'SOECURITY LIGHTS-26'9" / •� TREES AS NECESSARY. PGEC-22'0". ' c a'' 7340 FIBER-21'0" ti"c&C- COMCAST-20'0"ON 12"FGA 44 " ELI-20'0"TOP tiN9, ATTACHMENT LEGEND ONE FIBER-19'6"BOP 8�x PS �yr'''..> STRAND Q ADSS DDE TELCO FIBER-19'6"BIP �.�l SSTRAIGHT 6 ATTACHMENT FATBEAM POA=22'0" �S- RAISE PGEC TO 23'0" / ATTACHMENT Q ADSS 21-45 Q STRAND DE DEGREE 47 ATTACHMENT ATTACHMENT O 021.13PGE#1654 7 / 4" / Q STRAND DDE Q8 OVERLASH 30':CL3:'BT ATTACHMENT EXISTING PWR OHG-23'8" 2 STRAND 21-45 Q ANCHOR& PWR OHG-22'6" z:Nq 9 OHG-22'0"VACANT SPOT DEGREE GUY FIBER OHG-21'5" o .�o: ATTACHMENT 10 DOWNGUY ONEFIBCOMCAST OHG-20'10" -2 ATTACHMENT ADSS DE 11 200'SLACK LOOP ONE FIBER OHG-20'2" FATBEAM POA=22'0" I PLACE DG TO EXSISTING 84 24 TRI PLE EYE L=12'W I • �55 48 1 CITY OF DURHAM MATCH TO SHT 22 • /\ SECTWN: 2S FIBER PLACEMENT DIAL 8 OR-TIG-C1268 •�i•••• FATBEAM RNG'2,1W3,2a,25,2s,35 2065 W RIVERSIDE DR, ,Nr DSNR: SL TIGARD-TUALATI N S.D. CALL LOCATE sHT 21 ••:•••• SUITE 105 "' COEUR D'ALENE,ID 83814 o 25 50 FLDR: SL TIGARD, OR BEFORE YOU - - DRWN: DP 12 O katm SCALE:1"=50' DATE: 05-23-19 DIG OF (�