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PFI2019-00211
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12019-00211 TIGAR_D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/08/2019 Parcel: SEG1558 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Project Description: Place communication fiber optics via aerial and underground construction. Class of Work: FEES Type 1 -Utilities(gas, electric,data) Description Date Amount PFI Permit Fee 07/03/2019 $845.50 Total $845.50 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.gov 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'ALENE, 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 Signature: (e ll.+) r&tit's Issued By: A76T1 x1 CP"-e.,1" Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00211 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. Contact Trent Brickey 971-228-9269 trentb@tigard-or.gov 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 Lay of Tigard JUL 01 2019 11 q Cit PUBLIC WORKS — ENGINEERING CITY OF TIGARD PLANNING/ENGINEERING TIGARDPublic Facility Improvement (PFI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) VI TYPE 1—Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach ❑ Streetimprovements performed by NWN, PGE Derailed 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. Section 2 -SW 72nd & SandburgSt • Driveway approach installation Property address/location(s): and/or repair north to Meztger ES 5E67 6Ssg • Sanitary sewer lateral installation and/or main line tap A licant: Fatbeam, LLC III TYPE 3—Full scale Development 1�P 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 Contact name: Jessica Woods Phone: 602-390-6562 • Street widening • 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 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: rowpermits(a,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.: PFf 1of9 " . II Contact name: Bruce Hathaway Application submittal fee(.07%of Engineer's Estimate) $ g y5--.: S v Estimated value of work is required(if over$5,000):$ 120,785.00 Additional fees: $ (within the public right-of-way) Application accepted: Is work related to a LAND-USE DECISION? ❑ Yes ® No By: cit..• Date: �l/� Application reviewed: If so, please specify (MLP, SDR, SUB, etc.) case#: tt By:7," N. Date: 7/4/7 Is work related to a BUILDING PERMIT? ❑ Yes ® No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: i:;1' Date: i-2.-11 I:\ENG\PermitApplications\pfi_application Effective 10/16/2017 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant" shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * 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. ah,ciet. Jessica Woods 6/28/2019 Applica//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. Engineer's estimate X 5%(less$300.00 submittal fee) (work in the right of way) 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) ❑ 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: Y sily .1.• x - I* Edge of P avetnent Streetlight ,---- �- Ditch -#''' • ......,_r_•- El ):( f . `r ,r.„i .... ..1 I I T--1317•p'VerS' ireMi• ” I _. I ao i r �. 0 Existing House I 4 1 Existing ,. VI - Driveway II. � I1 /1:Pri I iI I .1 61 I of I 1 Existing Shop I I J Powerpole I 1..L's 1 _"r X10_ 95' Toperty Line 1 1 1 p.--..,,, ' i0 1 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) a, PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 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 SO 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 /ROADORK A 1/41-1E AD lylt CENTER LANE * 1 1 CLOSED , AHEAD A II V A • U2 I •• I 1 • r ( :Buffer I' i Protection Vehicle w/TMA(both Optional) • See Chapter 4 n Buffer TI 1 - • • • U2 11 • 1 • • 1 L/2 1 . 1 A • ' � I l �lt B \/ 1 v 1 ROAD WORK AHEAD/ September 2016 Chapter 5 - •I 446-,.., .. NU,. vt, Y xu TOEOT 31'8l8 0 nel INt.ES'iE, bolli 1't rZZ Sb SZoSt' O:OZ/OZtL a a0�a6eu ,. :44 4 t�� � y"C } ' f !i ,.. p � .-T-7-.."' . r W e O E8 [� � 's; y k +�{ r 0 Y' t* 4 *' f 1;1' .r" r,J"1y._ > ad ,��'i i ',..-:''.,.2 • J n .",1"�04 1 F' ,q'r! , ,.- a . 60001. 00 '01,"' t " T .� °,' 1• le nd j. .. 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'` ...,c,-...,;.,. •'�b-y4 'f _! b�`.. Y.R i+ �"y x. ” +r -:.i+. ,' ii` J n - l :l!C� ..,J +-„ rk, N r . .a _ >. - '4 y ,', �,r ..•+'.. -livor► -( �,.4 +..f F t.-:-.7- , �• „ O.r ,' , r...„ ., 3'i'��'"..:s:h.>,".i ,,..s>icc, 9r��r`Y. ,,., .•....: '44.-.2----i. y_T ' ,.'/l` .. --=k-' . '�f''.«4ii -mac r c. f, ,.,..,......''`' ffiu+•+.r�•,r. *Ali., I MATCH TO SHT 50 POLE INFORMATION: I ATTACHMENT LEGEND • i ® 3 12 PGE#1164 I STRAND Q ADSS DDE C21.01D ®© STRAIGHT ATTACHMENT 55':CL3:'81 13535 pv 1 ATTACHMENT (7'. ADSS 21-45 A3671888 PN-29'9" 2 STRAND DE DEGREE TW-24'10" '^ ( ATTACHMENT ATTACHMENT ELI-23'9" 13500 Q STRAND DDE 08 OVERLASH COMCAST-23'0" r- ATTACHMENT EXISTING a ® J _ 4 STRAND 21-45 Q ANCHOR& PGE#BT /w DEGREE GUY C21.01D v'1 7095 ATTACHMENT 10 DOWNGUY BT:BT:BT I xi oo ADSS DE A3671887 I z 5 ATTACHMENT 11 200'SLACK LOOP PN-29'9" t:1SEC-28'8" ST LT DL INS-26'1" I TW FIBER-24'8" ELI FIBER-23'4" y ®o COMCAST-22'4" I TOP OF CABINET-20'7" 141 7051 FATBEAM POA=25'4" LOWER TW TO 24'4" 1 . r ,...„2 -"--41:r--.-- D IA 7:A -' NOTE: i A n 7185 BRUSH IN BETWEEN POLE SPANS.TRIM I z TREES AS NECESSARY. I Ity m O I -0 7400 1 00 . 0 00 o II ' EOP 1____ ____________---- SW SANDBERG ST ----- ------ EOP _..M MATCH TO SHT 5 - RNv I TW": 25 FIBER PLACEMENT DIAL OR-TIG-C1268 ®L�: tii /\ SEC:1,2,12,13,24,25,26,35 .•�•• FATBEAMRIVSI 1N/ RNG: 1W TIGARD-TUALATIN S.D. 8 SHT .�•••• 2065 W RIVERSIDE DR, 1 DSNR: SL CALL LOCATE 49 ti, :• '� SUITE 105 COEUR D'ALENE,ID 83814 0 25 so FLDR: SL TIGARD, OR f'''� - - DRWN: DP BEFORE YOU f�.Atbi' r SCALE:1"=50' DATE: 05-23-19 DIG OF 128 POLE INFORMATION: MATCH TO SHT 51 • 6-A, PGE#1101 I _ C21.01D I A367 BT 4:00 A3671890 7+65 PN-29'4" I SEC RISER DL-29'2" 7 70 ST LT DL INS-27'0" TW-24'3"BOP PUPI I D r -- ELI-24'3"BIP PUPI O =— / \ COMCAST-23'4" w a FATBEAM POA=24'7"TIP I 48' 4I -NI o D 0 i Z —EOP �`�/w I ---12/W J _..._.__ TOUCHSTONE SW FIR ST I EOP— SCHOOL n- �EOP /w * SW FIR LOOP TIGARD p Nce Ili Z EOP— D —_R/W_ < 7165 rn POLE INFORMATION: 13425 I m 0 PGE#1075 5+40 Q j NW 544o I ATTACHMENT LEGEND BT:BT:BT 7190 Q STRAND Q ADSS DDE A3671889 I 1 6 SEC&PN-28'2" STRAIGHT ATTACHMENT SEC DL-26'7" I ATTACHMENT Q ADSS 21-45 ST LT DL INS-24'9" STRAND DE DEGREE ELI-21'11"TIP PUPI ARM m ( ATTACHMENT ATTACHMENT TW-21'11"TOP PUPI ARM (,) COMCAST-21'8"BOP S=a Q STRAND DDE O8 OVERLASH FATBEAM POA=21'11"TOP I , °°' O ATTACHMENT EXISTING LOWER TW TO 21'7"BOP 0 4 STRAND 21-45 O ANCHOR& D NOTE: O DEGREE 9 GUY I Om d ATTACHMENT BRUSH IN BETWEEN to DOWNGUY POLE SPANS.TRIM ADSS DE I 7180 TREES AS NECESSARY. 5 ATTACHMENT 160 11 200'SLACK LOOP MATCH TO SHT 49 • • TW": 2S FIBER PLACEMENT DIAL • • • /\ SEC:1,2,12,13,24,25,26,35 $ OR-TIG-C1268 • FATBEAM �N, RNG: 1W TIGARD-TUALATIN S.D. SHT •::•••:• 2065 W RIVERSIDE DR, DSNR: SL 11 ,::•-•••.S• COEUR D'ALENEID 83814 o 25 so FLDR: SL TIGARD, OR CALL LOCATE 50 '' ' BEFORE YOU abeamDATE: DP 128 SCALE:1"=50' DATE: 05-23-19 DIG OF o 7325 7275 1 MATCH TO SHT 52 `� 6a' POLE INFORMATION: 12+65 0 PGE#1099 PGE#1098 ®0 j I C21.01D NW C21.01 50':CL2:'81 50':CL2:'80 R/W m© I / I A3671891 A3671892 EOP I PN-30'+ PN-30'+ SEC RISER DL-30'+ SEC DL-30'+ SW VARNS ST ST LT DL INS-29'4" TW-30'+ TW-26'10" ELI-30'0" EOP I <y ELI-25'4" --COMCAST-29'2" R/W \` y v COMCAST-24'6" FATBEAM POA=31'0" T FATBEAM POA=27'10" PLACE DG TO EXISTING TRI-EYE ANC iP�O6 PLACE TRI-EYE ANC&DG L=9'W -A L=12'OFF SET 6"E LOWER TW FROM 31'5"TO 29'2" ' - LOWER ELI TO 28'2" 7330 13235 j o o ��� .� Iv 7145 ' 7105 I 1 N NOTE: BRUSH IN BETWEEN 9+84 ®O POLE SPANS.TRIM ry OD TREES AS NECESSARY. - Z MVV---- p R�VV EOP • D _______.—EOPrn SW VARNS ST ATTACHMENT LEGEND SUV VARNS ST EOP 1 STRAND Q ADSS DDE :_______.___,..--EOPTh.„ / RAW STRAIGHT ATTACHMENT ATTACHMENT Q ADSS 21-45 I I2 STRAND DE DEGREE S' 55' .' N 2 ATTACHMENT ATTACHMENT Ull 9.,-- Q STRAND DDE Q8 OVERLASH in 7080 I ATTACHMENT EXISTING A STRAND 21-45 ANCHOR& i Z DEGREE 9 GUY ATTACHMENT Ci, DOWNGUY j K••••., ADSS DE 017090 I ATTACHMENT 11 200'SLACK LOOP [ATCH TO SHT 50 : . . �� TWN: 2S FIBER PLACEMENT DIAL �� . OR-TIG-C1268 • ®V SEC:1,2,12,13,24,25,26,35 :. FATBEAM 1N� ANG: ,W TIGARD-TUALATIN S.D. SHT •••••••• •• 2065 W RIVERSIDE DR,SUITE 105 1 DSNR: SL CALL LOCATE 51 ':"..:•:. COEUR D'ALENE,ID 83814 0 25 so FLDR: SL TIGARD, OR DAWN: DP BEFORE YOU 1 �� a (^� r' DIG OF f�At V' SCALE:1"=50' DATE: 05-23-19 EOP— MATCHo TO SHT 53 EOP\---: \, �-o POLE INFORMATION: trZ ® C21 O1D 1 -IL 9n5-v �9 _____.) 40':CL4:'84 N 4°�o C9 4) A3671894 _ O O SEC RISER DL-29'10" yy � 2 PN-29'0" d SEC-28'2" v� ST LT DL-27'4" TW-24'8"TOP PUPI ` A ELI-24'8"TIP PUPI N, COMCAST-24'0" 7360 \31 FATBEAM POA=24'8"TOP �6 LOWER ELI TO 24'4"BOP \ PGE#5412 ©0 s \\ C21.O1D / '® ® 45':CL3:'93 40 A3671893 NOTE: PN-28'8" \ �p BRUSH IN BETWEEN SEC DL-27'7" �v� , ° POLE SPANS.TRIM TW-24'4" 'S'Q TREES AS NECESSARY. ZAYO-23'0" COMCAST-22'3"ON 12'FGA r�0C' i X92d FATBEAM POA=25'4" .\ PLACE DG TO EXISTING TRI-EYE ANC:L=18'SE % PLACE DG TO EXISTING TRI-EYE ANC:1=18'N % \ ATTACHMENT LEGEND 7320 ' 1 STRAND 6 ADSS DDE -- STRAIGHT ATTACHMENT \ ATTACHMENT i Q ADSS 21-45 ��,/�' ,3xg0 Q STRAND DE DEGREE '2ji ATTACHMENT ATTACHMENT (/1 Q STRAND DDE O8 OVERLASH • ATTACHMENT EXISTING _ V ®0 s NJ z STRANDDEGREE 21-45 Q GUYHOR& :. 00 y 0 ATTACHMENT dy v D 10 DOWNGUY n GAilktoQ ADSS DE '^ rn 5 ATTACHMENT 11 200'SLACK LOOP 1 Si MATCH TO SHT 51 9 A'IC •• TW": 2S FIBER PLACEMENT DIAL 81 1 OR-TIG-C1268 ��••• /\ SEC:1,2,12,13,24,25,26,35 .. FATBEAM 1N, ANG: ,W •• •• RIVERSIDE DR, TIGARD-TUALATIN S.D. SHT 2065 W 52 '�;•� SUITE 105 DSNR: SL CALL LOCATE J "• COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR BEFORE YOU tatb'eor DAWN: DP 128 SCALE:1"=50' DATE: 05-23-19 DIG OF Q TIGARD-TUALATIN SD 23J F 7585 �rCy,Q Fd'Q>, 615'41° POLE INFORMATION: J— ® PGE#842 C21.01 50':CL1:'05 VZ501225 PN-30'+ 144 FOC SEC-30'+ ST LT DL INS-30'+ U) 231'et D/�N 144 FCC ------A% TW-28' DL-29'4" TW-28'0"TO EAST Z ,, mm vaBORE 04' ELI-24'11" (n ._._.._ ®Q COMCAST-24'5" O TELCO-21'1" D FATBEAM POA=26'0" ~ m �__. LOWER TW TO 24'11" V N - Sw HUNKIKER ST LOWER COMCAST TO 23'5" Q-R/W DEW EOP \ Z 2 40'.19 ` Z\ \ NOTE: BRUSH IN BETWEEN 7t4/._, -, POLE SPANS.TRIM F Op TREES AS NECESSARY. ` POLE INFORMATION: N... ATTACHMENT LEGEND ® PGE#5410 �y v C21.01 \ r Q STRAND O ADSS DDE 45':CL4:'66 J 1 STRAIGHT ATTACHMENT SEC RIS A3671895 ��n . ATTACHMENT ADSS 21-45 SEC RISER DL-30'+ \92 \ Q7 7582 PN-29'10" d \ O STRAND DE DEGREE TW 26'6"ON 12"FGA ATTACHMENT ATTACHMENT ELI-25'6" \ Q STRAND DDE Q OVERLASH COMCAST-25'0" •• ATTACHMENT EXISTING ( ✓-FATBEAM POA=26'6" \ ROA STRAND 21-45 ANCHOR& OWER TW TO 25'6' 1 x DEGREE GUY LOWER ELI TO 24'6" _ '�$' ' LOWER COMCAST TO 23'6" ATTACHMENT �y \ 10 DOWNGUY 40' ATTACHMENT 11 200'SLACK LOOP MATCH TO SHT 51 •••• �� TW": 2S FIBER PLACEMENT DIAL $A OR-TIG-C1268 ��; SEC:1,2,12,13,24,25,26,35 •3•••• -- FATBEAM War RNG: 1W TIGARD-TUALATIN S.D. SHT i••••• 2065 W RIVERSIDE DR, 1 CALL LOCATE 53 • • • DSNR: SL .�'L�:� SUITE 105 .' COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR fatbeam - - DRWN: DP BEFORE YOU 12 Q V SCALE:1"=50' DATE: 05-23-19 DIG OF POLE INFORMATION: ATTACHMENT LEGEND 00 i off 00 7885 12805 Q STQ STRAIGHTRAND ATTACHMADSSDDEENT _ r<qS�B4 FO ,�_ ATTACHMENT Q ADSS 21-45 STRAND DE DEGREE N / SiR 0*c. ATTACHMENT ATTACHMENT 0 •� giyD = 40, <qSy$ FOC ; d Q STRAND DDE Q OVERLASH 0 `� �rRgA / 2 ATTACHMENT EXISTING H \ Dj. STRAND 21-45 ANCHOR& dr , ®�'44/ CgSti 8 S )44/12 q CO ^ ATTACHMENT GUY 7585 \ ND ® ADSS DE 10 DOWNGUY \ �qSy$ FOC / ATTACHMENT 11 200'SLACK LOOP -. 40' -\N FOP �T'94/VP \ * ` NOTE: v �pQ ^�`�\,`� .` BRUSH IN BETWEEN pa o ` UG B POLE SPANS.TRIM 4c, �wM \, ARE l4TREES AS NECESSARY. / 1 . \ �S `\��� 4 FOC POLE INFORMATION: ® PGE#36472 4/ \ 'P ® PGE#837 '^' C21.01B 50':CL2:'13 \`S H� vV A' I� VZ5012111 VN-30' 61 ® C21.01 843 'vKI,\FR sr 1q4 FOC PN-30'+ ._PN-30'+ SEC DL-30'+ 45':CL4:'78 \ on _ SEC-30'+ PWR GUY-30'+ VZ501221 --+� FOP I, M SEC DL-30'0" PGEC-27'1" SEC RISER DL-29'10" tj \ in ST LT DL INS-27'7" ELI-26'5" PGEC-27'S" COMCAST-25'1" PGEC 23'6" \\ D/W = / PGEC-27'0"XING RD TELCO-23'2" \ Cl) ELI-23'0" COMCAST-25'10" FATBEAM POA=26'1" COMCAST-22'0" \ 0 ELI-24'8" LOWER COMCAST TO 24'1" FATBEAM POA=24'0" +- ~ FIBER-23'7"XING RD LOWER ELI TO 25'1" 1w vi 40'—- _ TELCO-22'7" RAISE PGEC TO 25'0" 1 FOP, N I U FATBEAM POA=27'0" H PLACE DG TO EXISTING ®i NT Q NT:NT TRI-EYE ANC NT 2 L=21'N RAISE PGEC TO 28'6" PGEC-23'5" ELI-22'11" RAISE PGEC XING TO 28'0" COMCAST-20'4"BOP F/S 7580 TELCO-20'4"BOP R/S FATBEAM POA=22'4" LOWER ELI TO 21'4" • •4, • �N '"'": 2S FIBER PLACEMENT DIAL OR-TIG-C1268 • --FATBEAM SEC:1,2,12,13,24,25,26,35 RNG: 1W 811 • •�.4,..•• • • SRIVERSI 1N1 DSNR: SL TIGARD-TUALATIN S.D. SHT • ••• 2065 W RIVERSIDE DR, CALL LOCATE 54 ti•'"' COEUR D'ALENE,ID 83814 0 25 50 FLDR: SLEliTge TIGARD, OR BEFORE YOU fatbeaDAWN: DP 128 SCALE:1"=50' DATE: 05-23-19 DIG OF MATCH TO SHT 56 / 8015 ATTACHMENT LEGEND STRAND 0 ADSS DDE \FO \\. 00 / STRAIGHT ATTACHMENT 40'\ /-----______________ ATTACHMENT ADSS 21-45 N STRAND DE DEGREE 444/11)11444411444444411 CD,� 2 ATTACHMENT ATTACHMENT 8100 six, . \ O STRAND DDE Q8 OVERLASH �oo 49s,,44,, ATTACHMENT EXISTING � \ 8 S RC STRAND 21-45 Q ANCHOR& \ F"o gN1j DEGREE GUY ATTACHMENT 10 DOWNGUY `\,. ADSS DE .0j� Ski/ 711, 0* S ATTACHMENT Ci 200'SLACK LOOP 1904/4-I�F <qsy g4,p� NOTE: �St 96''t''',44, q BRUSH IN BETWEEN Nd POLE SPANS.TRIM -�� N41 �Q TREES AS NECESSARY. POLE INFORMATION: ~ �� `� �qsy$4`pc ® PGE#2502 - C21 01 B ® 30?CL5?2 4 \ ti ®r'PgN 0O C21.O1B 45':CL4:'89 COMCAST-22'9"TOP F/S PUPI \\Q 45':CL4:'94 VZ36477 FIBER ONE-22'5"BOP R/S PUPI �� ^� `� 4/ VZ36478 PN-29'7" ELI-22'5"BOP R/S �I�►I� < 1 PN-25'6" SEC-29'4" F qs. 44 F SEC RISER DL-25'4" TELCO-21'0" \. �A pC SEC DL-28'3" FATBEAM POA=22'9"TIP F/5 PUPI 40' 1 ,SrR SEC DL-25'0" ST LT DL-27'3" gNlj ST LT DL-24'7" FIBER ONE-24'9"TIP R/S PUPI ^b ELI-21'6"TOP R/S PUPI PGE#24 ELI-24'9"TOP R/S PUPI 021.018 FIBER ONE-21'2"BIP R/S PUPI COMCAST-23'9"ON 12"FGA 50':CL4:'88 �� COMCAST-20'5"ON 12"FGA TELCO-22'9" VZ501210 _ '� TELCO-19'6" FATBEAM POA=24'9"TOP \ FATBEAM POA=21'6"TOP PN/SEC-30'+ co LOWER ELI TO 24'5"BOP COMCAST-29'2"ON 18"FGA F/S 0 MOVE ELI TO 21'6"TIP ., ONE FIBER-25'1"DE `. FOp `,I- ELI-24'1" Z TELCO-23'1" O FATBEAM POA=29'2"ON 18"FGA F/S R'444 Q LOWER COMCAST TO 28'2" 2 7940 `• •• i\ TW": 2S FIBER PLACEMENT DIAL 811 OR-TIG-C1268 • • ••• SEC:1,2,12,13,24,25,26,35 ♦�e•• FATBEAMIN/ RNG. 1W TIGARD-TUALATIN S.D. CALL LOCATE SHT 55 �•�••.• 2065 W RIVERSIDE DR, DSNR: SL "� COEUR D'ALENE,ID 83814 0 25 50 FLDR: SL TIGARD, OR ((��n }' DRWN: DP BEFORE YOU f QtV '`a1 i i SCALE:1"=50' DATE: 05-23-19 DIG OF 128 2 ®0 POLE INFORMATION: ATTACHMENT LEGEND 'I vs /4, 44‘N11.1 1 PGE#3922 PGE#835 qsy 9y F 8365 C21.018 14 C21.O1B Q STRAND 0 ADSS DDE 0 OP\ FOp 8 SlIC 45':CL4:'73 NT:NT:NT ATTAICHMENT GHT ATTACHMENT ~ \ V RgNd 8335 �` VZ252721 VZ3647?? Q ADSS 21-45 ='ego \� SEC DL-28'3" PN-28'2" Q STRAND DE DEGREE C- p \ PN-27'9" ST LT D1-26'4" 2 ATTACHMENT ATTACHMENT Q 0 ST LT DL INS-24'2" FIBER ONE-24'2"BIP R/S / / FIBER ONE-22;8"ON 6"FGA ELI-24'2"BOP R/S Q STRAND DDE O8 OVSTL G E ATTACHMENT EXISTING O/� \ 4 , ELI-22'6" 'COMCAST-23'4" / \ \ COMCAST-21'7" TELCO-22'0" STRAND 21-45 Q ANCHOR& TELCO-20'7" FATBEAM POA=24'6"TIP DEGREE 9 GUY /(� FATBEAM POA=23'8" ATTACHMENT / �\�2 <q5�84 FO 10 DOWNGUY ADSS DE 0b`40' �TP ATTACHMENT 11 200'SLACK LOOP qNd / %(y 0 NOTE: Fop �\ ®© BRUSH IN BETWEEN 8330 POLE SPANS.TRIM POLE INFORMATION: ` Fop' - TREES AS NECESSARY. ® PGE#834 ® PGE#1197 PGE#1198 <q /, 8185 C21.O1B C21.O1B C21.01B /°7 BT:BT:BT 45':CL4:'73 45':CL4:'73VZ36482 VZ36481 VZ307403 b' ;�qN� PN-30'+ PN-30'0" PN-29'3" ` SEC DL-29'1" SEC RISER DL 27'10" SEC-29'2" .S. ST LT DL INS-27'8" SEC ST INS-26'2" SEC DL-29'0" FIBER ONE-25'6" FIBER ONE-23'11"TIP PUPI ST LT DL-26'1" "- ELI-25'0" ELI-23'11"TOP PUPI FIBER ONE-24'10" COMCAST-24'3" COMCAST-22'8" ELI-24'0"ON 12"FGA I�FRs �� TELCO-23'8" TELCO-20'8" COMCAST-23'3" ** FIBER ONE-24'5"F/S TELCO-19'9"FS TELCO-21'10" / T\ ELI-23'8"F/S %FATBEAM POA=23'11"TOP /TELCO-21'1"DE 8260 <qS Iqg TELCO-22'0"P/S LOWER ELI TO 23'7"BOP / FATBEAM POA=24'10" `\. ti y 4' �O FATBEAM POA=25'6" / / LOWER FIBER ONE TO 23'10" / Qj STP / LOWER FIBER ONE FROM LOWER ELI TO 22'10" SO 25'6"TO 24'S" LOWER COMCAST TO 21'10" ` LOWER ELI FROM 25'0" '--• LOWER TELCO TO 20'10" TO 23'3" 8300 "-LOWER TELCO TO 19'10" i O` /� LOWER COMCAST FROM `� CO ��� 24'5"TO 22'4" \ to p LOWER TELCO FROM 23' / F� 8"TO 21'4" / / \ \~/ // [MATCH TO SHT 55 • TW": 2S FIBER PLACEMENT DIAL 811 •�•�• FATBEAM /\ 1WN. 2,t2,i3.2a,25,26,35 OR-TIG-C1268 •• 2065 W RIVERSIDE DR, IN/ TIGARD-TUALATIN S.D. SHT • •••e RNG: 1W :•:�•.' SUITE 105 .�► DSNR: SL CALL LOCATE 56 COEUR D'ALENE,ID 83814 o 25 so FLDR: SLTIGARD, OR BEFORE YOU Q`8..e40:1*. DATE: DP 128 SCALE:1"=50' DATE: 05-23-19 DIG OF / ! MATCH TO SHT 59 POLE INFORMATION: I / R/W ® PGE#1000 101:, / PGE#833 0- EN C21.02A E 54+47 NEW C21.01B 60':CL1:'10 'L vas 75':CL3:'10 A3669330 x VZ252790 PN-30'+ a _PN/SEC-30'+ SEC-30'+ON 6'ARM JST LT DL-30'+" 1ST LT DL INS-28'10" 3 0 s 12361FIBER ONE-26'8' 'COMCAST-26'3"F/S ELI-2S'7" COMCAST-25'9"TOP ON 8'ALLEY ARM I __COMCAST-24'1" FIBER-25'6"BOP ON 8'ALLEY ARM 03 aTELCO-22'4" ELI-25'6"BIP ON 8'ALLEY ARMTELCO-zr a" _I o 12387x'ALLEY ARM BRACKET-21'1" QATBEAM POA=27'8" FATBEAM POA=25'9"TIP ON 8'ARM 2 y�PLACE DG&ALLEY-EYE TO EXISTING °° TIGARD LEARING TREE5/W ANC: L=9' ® PGE#10 (naDAY SCHOOLC2102AN. 50':CL2:'10 I L-- A3669329IOle* ®Q 12419 SEC-30'+ON ALLEY ARM 53+00 W '� ST LT DL INS-25'7" ' FIBER-24'0"TIP 10'ALLEY ARM NOTE: COMCAST-24'10"TMP 10'ALLEY ARM / BRUSH IN BETWEEN FIBER-24'0"TOP 10'ALLEY ARM I ra 12291 / OHG-22'11" 1243$ POLE SPANS.TRIM FATBEAM POA=24'0"TMP 10'ARM a TREES AS NECESSARY. o PGE#998 E I®' . C21.02A vas v 50':CL2:'10 N A3669328 a ATTACHMENT LEGEND '�,VZ ED • J ®O SEC-30'+ON ALLEY ARM STRAND ADSS DDE ST LT DL INS-30'0" 51+83 STRAIGHT ATTACHMENT FIBER-24'6"TOP 10'ALLEY ARM 1 <q Iq ATTACHMENT GOER-24' 24'6"TMP 10'ALLEY ARM a Sy 8g rOc 8465 0 ADSS 21-45 6"TMP 10'ALLEY 2 ATTACHDE DEGREE TELCO FIBER-22'r HMENT ATTACHMENT FATBEAM POA=24'6"E OP 10'ARM M O I` �T RAND O O STRAND DDE 8 OVERLASH MOVE FIBER TO 24'2"BOP 0 ATTACHMENT EXISTING I O '- 00 STRAND 21-45 ANCHOR& I bb 84455% < I O DEGREE O GUY xo pX� gSiyg4 f ATTACHMENT OpDOWNGUY ? �S�tiU R qN�/ ATTACHMENT 11 200'SLACK LOOP I �J V , F'0p. �l/( f ' Fi4ST Fop 12490// / I MATCH TO SHT 58 iw MATCH TO SHT 56 7 N TWN: 2S FIBER PLACEMENT DIAL 81 OR-TIG-C1268 • ••� SEC:1,2,12,13,24,25,26,35 o••• FATBEAM 1NI DRNG: 1W SNR: SL TIGARD-TUALATIN S.D. SHT '��•••• 2065 W RIVERSIDE DR, • CALL LOCATE 5 '•' 7 � COEUR D'AL NE,ID 83814 0 25 5o FLOR: SL TIGARD, OR - - DRWN: DP BEFORE YOU fateam SCALE:1"=50' DATE: 05-23-19 DIG OF 128 I I SW SCOFFINS ST MATCH TO SHT 57 „`v \ '� Q. \ W �. /' i � ,,POLE INFORMATION: i ° I lie_ © PGE#1001 PGE#10O' 1 12527 cu.02 ® C21.02 8430 55':CL2:'17 50':BT:BT , A3669332 A3669379 __ \--VZ500200 V25002480SEC&PN-30'+ON 8'ALLEY ARM PN-30'0" 2530 _\SEC DL-30'+ SEC DL-29'9" /FIBER-25'9"TIP 10'ALLEY ARM FIBER-25'5"R/S ON WOOD ARM \ /// \l / / , COMCAST-25'5"BOP 10'ALLEY ARM FIBER-25'5"F/S ON WOOD ARM S� � FIBER-25'5"BMP 10'ALLEY ARM COMCAST-25'1"R/S ON WOOD ARM J FIBER-25'5"BIP 10'ALLEY ARM FIBER-23'10" TELCO-22'7" TELCO-21'8"F/S ON WOOD X-ARM 12555 ., / TELCO-21'8" TELCO-21'8"R/S ON WOOD X-ARM / j FATBEAM POA=25'9"TOP ALLEY ARM FATBEAM POA=25'5" \ / LOWER FIBER TO 24'5"ON WOOD ARM Q ' \\ LOWER FIBER TO 24'5"ON WOOD ARM / k LOWER COMCAST TO 24'1"ON WOOD ARM /co40' / �� NOTE: BRUSH IN BETWEEN / � j / POLE SPANS.TRIM 12625 i › \ \✓ / TREES AS NECESSARY. / \ t\. ATTACHMENT LEGEND STRAND Q ADSS DDE •l/ \\\%/ �P�� STRAIGHT 6 ATTACHMENT \ �� ATTACHMENT c ADSS 21-45 j / cis,STRAND DE DEGREE ATTACHMENT ATTACHMENT \ ' Q STRAND DDE Q8 OVERLASH 8725 / ATTACHMENT EXISTING ' STRAND 21-45 ANCHOR& 12645 �V / DEGREE W GUY ATTACHMENT \�/ / / \IALy0 DOWNGUY ADSS DE /� /' \L-_/' ATTACHMENT 11 200'SLACK LOOP / \ // 12665 /' • TEN: 2S FIBER PLACEMENT DIAL 81 I OR-TIG-C1268 •e�• FATBEAM /\ SEC:1,2,12,13,24.25,26,35 2065 SRIVERSIDEDR, 1■1V� DSNR: SW TIGARD-TUALATIN S.D. CALL LOCATE SHT 58 ' COEUR D'ALENE,ID 83814 0 25 so FLDR: SL TIGARD, OR fatbeam DRWN: DP BEFORE YOU 8 SCALE:1"=50' DATE: 05-23-19 DIG OF 8 �' MATCH TO SHT 60 • 2 POLE INFORMATION: I u 1Y / Q ® PGE#995 12175 0,-"N • C21.02A ,� W 3 50':CL1:'80 N A3669436 a Q VZ500222 ST LT DL INS-30'+ .> 50' SEC-30'+ FIBER-27'2"BOP PUPI 12060 0 COMCAST-2T 1" TW FIBER-26'1"ON 12"FGA CO EOe / __ TELCO-24'1" FATBEAM POA=27'6"TOP n Q FOe 'Q� PGE4996 _ / C21.02A 12205 / 50':CL3:'10 A3669437 VZ500225 \ i 57+3201) ST LT DL INS-30'+ FIBER-27'1"TOP COMCAST-27'1"TMP I FIBER-27'1"TIP I NOTE: TELCO-26'9"BIP BRUSH IN BETWEEN FATBEAM POA=28'1"ON 12"FGA POLE SPANS.TRIM z O c PGE#216 TREES AS NECESSARY. u x w C21.02A Art Tho':CL2:'10 a as A3669438 1 12260 ! VZ526O50 ATTACHMENT LEGEND I SEC-30'+ FIBER-26'11"ON 12"FGA STRAND Q ADSS DDE 12265 50COMCAST-25'9"ON 12"FGA STRAIGHT ATTACHMENT — I ,\ FIBER-24'9"ON 12"FGA ATTACHMENT55+97 TELCO-23'9" Q ADSS 21-45 I ©© FATBEAM POA=27'11"ON 18"FGA WSTRAND DE 7 DEGREE a Q ATTACHMENT ATTACHMENT a O not w QSTRAND DDE Q OVERLASH a u_N>0. I , 12300 ATTACHMENT EXISTING 0 v"n w 12280' STRAND 21-45 Q ANCHOR& cm = DEGREE GUY a r- - 1233 J ATTACHMENT C?,DOWNGUY 554-19 ATTACHMENT 11 200'SLACK LOOP I ®,� �w 12345 I SW KNOLL DR EOP-- MATCH TO SHT 57 ___________ •• \ TWN: 23 FIBER PLACEMENT DIAL OR-TIG-C1268 • •• •• SEC:1,2,12,13,24,25,26,35 ;.:.. FATBEAM 1N, ANG: 1W - TIGARD-TUALATIN S.D. 8 SHT .:•:••.:• 2065 W RIVERSIDE DR, 1 DSNR: SL CALL LOCATE 59 ti :��♦ SUITE 105 COEUR D'ALENE,ID 83814 0 25 so FLDR: SL TIGARD, OR BEFORE YOU eili DAWN: DP Q fotbeal 1 SCALE:1"=50' DATE: 05-23-19 DIG OF 2V8 I ----- __ MATCH TO SHT 61 POLE INFORMATION: 3 Ow Ipi PGE#217 SP14 I 11880 Nidif C21.02A \ 12005 > A366 3 08 A3669380 —I PN-30'+ P, CO O SEC-30'+ • a J w J ST LT DL INS-30'+ 11940 E N®ro Q FIBER-27'0" = ELI-26'0" I COMCAST-25'0" — ... a (n TW-23'10" FATBEAM POA=28'0" PLACE DG TO EXISTING TRI-EYE L=18'W 6Q I 0 PGE#993 62+27 C21.02A \..._ . 0. _.:. , , 50':CL2:'08 A3669334 ' �'S Fp 3 V2500208 __- $ MSEC/PN-30'+ - �,CO C3 FIBER-26'1" 13 ELI-24'9" D I Zd COMCAST-23'9" } I 1188 TELCO-22'7" NOTE: TELCO-18'9"DE 4:14BRUSH IN BETWEEN §� FATBEAM POA=27'1" PLACE DG TO EXISTING ANC L=18'E POLE SPANS.TRIM 12040 I illiel TREES AS NECESSARY. PGE#994 60+92 C21.02A ATTACHMENT LEGEND O I 45':CL4:'?? w a A3669381 QSTRAND 6 ADSS DDE 1 \ VZ500209 1 STRAIGHT ATTACHMENT 3 ❑F- 12090 PN-30'+ ATTACHMENT ti10. SEC DL-29'0" QADSS 21-45 v ST LT DL INS-27'3" QSTRAND DE 7 DEGREE I x FIBER-TIP 2 ATTACHMENT ATTACHMENT ¢ ELI FIBER-24'2"TOP Q STRAND DDE Q8 OVERLASH J COMCAST-23'10"BIP ATTACHMENT EXISTING 50' TELCO-23'1"ON 12"FGA TELCO-22'3" STRAND 21-45 ANCHOR& I 12085 12110 FATBEAM POA=25'2"ON 12"FGA —� DEGREE 9 GUYS ��` ATTACHMENT 10 DOWNGUY IJ o � -- ATTACHMENT 11 200'SLACK LOOP ----- 1 59+57 .i • 0* _ ._ Ii \ MATCH TO SHT 59 • TWN: 25 FIBER PLACEMENT DIAL OR-TIG-C1268 �i•••• FATBEAM SEC:1,2,12,13,24,25,26,35 ::•:• 2065 SUITE105 DE DR, ,N/ DSNR: 1SL W TIGARD-TUALATIN S.D. CALL 811 SHT 60 rr . A1"• COEUR D'ALENE,ID 83814 0 25 5o FLDR: SL TIGARD, OR BEFORE YOU l!illialfatbeaDRWN: DP 128 SCALE:1"=50' DATE: 05-23-19 DIG OF POLE INFORMATION: MATCHTOSHT 800 OLE�NFORMATION: • I CO (1---2--:—'9 P44497as 97 PGE#5\1 PGE#5920 ' tbb C11.35D ``C11.35D as `C11.35D 1 75':CL1:11 45':CL3:'09 50':CL1:'08 A3671735 PN-30'2" FTR 108457 P PN-30'+ SEC DL-28'7" --'A3671734 a SEC DL-30'+ FIBER-23'0"TMP ON 12"ALLEY PN-32'2" H I it,. ' COMCAST-30'+ON 12"FGA ARM ST LT DL INS-32'2" COMCAST-30'+ON 12"FGA COMCAST-23'0"TMP ON 12" EC DL-31'4" N• N • FIBER-30'+TOP ON 8'ALLEY ARM ALLEY ARM ELI-25'8"ON 18"FGA j FIBER-30'+TIP ON 8'ALLEY ARM ELI-23'0"TMP ON 12"ALLEY COMCAST-24'8"ON 24"FGA COMCAST-30'+BMP ON 8'ALLEY ARM FIBER-22'10"ON 24"FGA 77 . \ ARM FATBEAM POA=23'0"TOP ON .FATBEAM POA=26'8"ON 18"FGA 3 r t STRAND-30'+BIP ' ...„....,12"ALLEY ARM / co FATBEAM POA=3� . y /' I L ' aim /' 02 k 11875 /-/ J rz \ (1--) \ t ®© FZC'C 4 ���� \ , \ \. 65+93 SOP �I�. \ ` 11955 ;' :RIS" OP ' • 0 I POLE INFORMATION: ATTACHMENT LEGEND G�fli\s", � td. ��-�� ,a i ® C1135D STRAND ADSS DDE/tp N-" 55':CL2:'09 STRAIGHT ATTACHMENT NOTE:11981 ,( A3669335 ATTACHMENT Q ADSS21-45 BRUSH IN BETWEEN C 1 �' v STRAND DE DEGREE POLE SPANS.TRIM (0 /� d PN-30'+ ATTACHMENT ATTACHMENT 1 RISER DL-30'+ED TREES AS NECESSARY. p� 80' SEC DL-30'+ Q STRAND DDE IC?OVERLASH CO j \ I ST LT DL-30'+ ATTACHMENT EXISTING \ O / �' O �RI�/ 11900 1 FIBER-29'3" 4Q DEGRED 21-45 gE Q ANCGUYHOR& I ELI-28'3" ATTACHMENT Q 11860 _ COMCAST-26'11" 1D DOWNGUY O / EOQ 00 63+98 TW-25'8" t.5 ADSS DE < .-- 11920 I ATBEAM POA=30•- ATTACHMENT 11 200'SLACK LOOP MATCH TO SHT 60 nnl c inicnoAnATlnnl. TW": 25 FIBER PLACEMENT DIAL OR-TIG-C1268 •k• 0,• \ SEC:1,2,12,13,24,25,26,35 .•••• FATBEAM INI DRNG: 1W SNR: SL TIGARD-TUALATIN S.D. 8 SHT.:.•.... f' 2065 W RIVERSIDE DR, 61 SUITE 105"•• COEUR D'AL NE,ID 83814 0 30 60 FLDR: SL TIGARD, OR CALL LOCATE DAWN: DP BEFORE YOU 1 �� �w''"". DIG OF f atbe5 SCALE:1"=60' DATE: 05-23-19 MATCH TO SHT 801 POLE INFORMATION: �0 I3458sa I I alt® PGE#5822 3 I 11580 Es 3 0 PN-25'6" �0 SEC DL-25'4" it ID I ST LT DL INS-24'4" a,� 11640 ELI-23'2" -' (/ COMCAST-22'4"ON 18"FGA S COMCAST-20'10" fp dl'TELCO-18'10" „,moi—TATBEAM POA=22'0" 11625 1 LOWER ELI TO 20'10" --, 11630 LOWER COMCAST TO 19'10" �— LOWER COMCAST TO 18'10" i LOWER TELCO TO 17'10" --"\ I P O PGE#5923 1 C11.35 oN I 45':CL3:'63 I r., 1 _'_.__-_-.. PN-28'6" \ 11660 SEC DL-26'7" w , ELI-23'7" a Ql\ I ,-___ - COMCAST-22'8" COMCAST-21'2" \ o POLE I FORMATION: TELCO-19'5" 0 0 1 g+73 FATBEAM POA=23'7" , PGE#5922 \ 11708 NOTE: PLACE DG TO EXISTING ANCHOR L=8'W I L: C11.35D NOTE: PGE TAPE&SHAPE 3 45:CL3:76 BRUSH IN BETWEEN POLE SPANS.TRIM SEC DL RAISE 4" TREES AS NECESSARY. LOWER WLI TO 22'8" \ 0 PN 28 8 11710`' LOWER COMCAST TO 21'8" m 1 ST LT DL-25'1" LOWER COMCAST TO 20'8" .J i SEC DL-24'0" Q ELI-23'S"ON 18"FGA ATTACHMENT LEGEND = STRAND-22'8"BOP ON WOOD X-ARM �' A \ 7j COMCAST-22'8"BMP ON WOOD X-ARM STRAND Q ADSS DDE a lIl STRAIGHT 6 ATTACHMENT o� TELCO-20'11"DE/CROSSING RD ATTACHMENT I FATBEAM POA=22'0"ON 18"FGA Q ADSS 21-45 a *6 OPP \ PGE TAPE&SHAPE Q STRAND DE 7 DEGREE �_—�" --'� Q.N 50 2 ATTACHMENT ATTACHMENT 1 --RAISE SEC DL TO 25'4" LOWER ELI TO 21'TMP WOOD X-ARM 11740 Q STRAND DDE Q8 OVERLASH ` I LOWER STRAND TO 20'6"BOP WOOD X-ARM ATTACHMENT EXISTING , 1 LOWER COMCAST TO 20'6"BMP X-ARM STRAND 21-45 Q ANCHOR& • W I DEGREE GUY ATTACHMENT 9� ! I W 1176() 2 A 10 DOWNGUY Xy., TTACHMENT 11 200'SLACK LOOP vr ----\ f-- MATCH TO SHT 61 9G� 11831 • . 811 • TEN: 2S FIBER PLACEMENT DIAL OR-TIG-C1268 •�• /\ SEC:1,2,12,13,24,25,26,35 ••1•• • FATBEAM • 2065WRIVERSIDE DR, ,N, RNG: 1W TIGARD-TUALATIN S.D. SHT .,::::-...1. SUITE SUITE 105 DSNR: SL CALL LOCATE 800 rr till:" COEUR D'ALENE,ID 83814 0 30 60 FLDR: SL TIGARD, OR BEFORE YOU tatbearDRWN: DP SCALE:1"=60' DATE: 05-23-19 DIG OF 811 N " MATCH TO SHT 802 1 POLE INFORMATION: 8540 j 8530 ® PGE#5914 G I �__ C11.35D S, 45':CL3:'65 1j �i� 8470 8400 VZ260456 &r,TOP OF POLE-26'10" ELI-24'10" �i. A COMCAST-24'2"ON 18"FGA a CO COMCAST-22'2"BIP WOOD X-ARM .NI' :y J o FATBEAM POA=25'10" ^ Q �m m 2 v Q PGE#302 a\ m 011.35 - 50':CL3:'02 VZ36584 I PN&SEC DL-31'4" —50'— GAS ST LT DL INS-28'3" NOTE: I T1> COMCAST-22'3"TOP WOOD X-ARM POLES ARE LOCATED ON 1 COMCAST-21'9"BIP WOOD X-ARM SW HALL BLVD.ON ®Q TELCO-19'8"DE EITHER SIDE OF FATBEAM POA=23'3" OVERPASS ABOVE 1+73 1 IZ GS a5 PGE#5804NNNN HIGHWAY US-217. �� �1) C11.35D11+49 8410 45':CL3:'65 ns VZ36585 ® 1 a PN-27'1" 11475 J NOTE: SEC-27'1" 3 BRUSH IN BETWEEN ------ SEC DL-26'2" C O POLE SPANS.TRIM ELI-24' u TREES AS NECESSARY. COMCAST-23'3" ------ - ----.......------- - _j COMCAST-22'4" 3 o IY I a TELCO-20'2" o < w FATBEAM POA=23'3" n_ PGE TAPE&SHAPE ti ). ' RAISE SEC DL TO 26'7" rc ATTACHMENT LEGEND LOWER ELI TO 22'4" ®Q1 STRAND Q ADSS DDE LOWER COMCAST TO 21'4" KINDERCARE LEARNING 10+14 STRAIGHT ATTACHMENT ATTACHMENT LOWER COMCASTELCOTTTO8" 2" ADSS 21-45 ----LOWER TELCO TO 19'8" CENTERS, HALL ,, STRAND DE DEGREE BOULEVARD 533 a a0 3 ATTACHMENT ATTACHMENT I w Q STRAND DDE QS OVERLASH 0 N I ATTACHMENT EXISTING ' STRAND 21-45 ANCHOR& i -.x® 1 11540 ZS., DEGREE GUY ATTACHMENT tn 10 '1 // \\ ¢ I ! 1 •, DOWNGUY \ J _— ADSS DE 11 11565 I VJ ATTACHMENT 200'SLACK LOOP I MATCH TO SHT 800 • . TW": 23 FIBER PLACEMENT DIAL ••o a. w /\ SEC:1,2,12,13,24,25,26,35 OR-TIG-C1268 •• • FATBEAM �N/ RNG 1W TIGARD-TUALATIN S.D. $ SHT R '..••••••:. 2065 W RIVERSIDE DR, 1 DSNR: SL CALL LOCATE 801 .:.....••• SUITE 105 0 30 6o FLDR: SL TIGARD, OR COEUR D'ALENE,ID 83814BEFORE YOU Ifotbe "M� SCALE:1"=60' DATE: 05-23-19 DIG OF 811 / -a I I POLE INFORMATION: (MATCH TO SHT 8031 Q PGE#5928 — E#5925 0 C11.35D 1.36C 184:96 j 50':CL4:'01 :NT:NT N',, VZ250370 260456 •z• I Li ' PN 29'11" -31'9" a 35 SEC DL-29'5" LT DL INS-29'1" a- 8"' I 11180 1 SEC-29'2" ER-27'5" Nr ti " O gym w ON FIBER-25'7" ER-26'11"DE XING RD o FIBER-26'6"ON 12"FGA ER-26'2"TOP WOOD X-ARM ~a COMCAST-22'10"ON 18"FGA MCAST-25'9"BIP WOOD X-ARM J I COMCAST-21'10" _CO-24'4" ff/0 18+03 TELCO-20'9" BEAM POA=28'5" FATBEAM POA=25'7" ND/GROUND ST.LIGHT • cO OWER ON FIBER TO 24'6" 11215 LOWER FIBER TO 23'8" OWER COMCAST TO 22'9" 8 PGE#5927 C11.35D NiNp a C] 45':CL3:'03 11255 Z0 VZ250902 N 29'S" ')" ,z> m 1 SEC DL-27'10" • a = 112G0 8565 ON FIBER-24'6"ON 12"FGA U FIBER-23'6"ON 12"FGA -' \COMCAST-22'10"ON 12"FGA N COMCAST-22'2"ON 12"FGA TELCO-20'6"WOOD X-ARM 11295 1 • I \I\ _ 1 i 11245 FATBEAM POA=24'6"ON 12"FGA "0 *a1641010 " +26 LOWER ON FIBER TO 23'6" i NOTE: _. LOWER FIBER TO 22'6" BRUSH IN BETWEEN LOWER COMCASTTO 21'6" L IPOLE SPANS.TRIM I 11259 LOWER COMCASTTO 20'6" 50' TREES AS NECESSARY. L LOWER TELCO TO 19'6" \ PGE#5926 NOTE: a I ATTACHMENT LEGEND C11.35D BT:BT:BT POLES ARE LOCATED ON a Q STRAND Q ADSS DDE V :BT:BT SW HALL BLVD.ON .o STRAIGHT ATTACHMENT PN-28'7" Cis. EITHER SIDE OF <�® I d SEC DL-2T 6" �� (, OVERPASS ABOVE n. rL ATTACHMENT Q gDSs z1-as s; HIGHWAY US-217. a I STRAND DE DEGREE ON FIBER-23'2" • ATTACHMENT ATTACHMENT FIBER-22'5"ON 18"FGA 1j QB ovERLASH COMCAST-21'7" • STRAND DDE ATTACHMENT EXISTING CO '20'1" 14+73 STRAND 21-45 Q ANCHOR& / TELCO-18CO-18'9" I SW PFAFFLE ST DEGREE 9 GUY FATBEAM POA=24'2" ®0 ATTACHMENT 10 DOWNGUY \ I / Q ADSS DE ATTACHMENT ci 200'SLACK LOOP MATCH TO SHT 801• FIBER PLACEMENT DIAL ••• /\ sEc:,,z zs 3,za.zs,zsss 811 OR-TIG-C1268 • .. FATBEAM IN, RNG: 1W TIGARD-TUALATIN S.D. SHT ... SUITE 10 :�.••• 2065WRIVERSIDEDR, CALL LOCATE 802 '•` COEUR D'ALENE,ID 83814 0 3 so FLDR: SL TIGARD, OR DRWN: DP BEFORE YOU IfQ lT`beo 1m SCALE:1"=60' DATE: 05-23-19 DIG OF 811 L__________--� ------- MATCH TO SHT 804 POLE INFORMATION: - - I k 36 3 y0 PGE#5929cc —C11.35A 10971a I a 45':CL2:BT 10965 Ow i 2 VZ250949 10973 1 PN-26'2" SEC DL-25'10" I ON FIBER-21 9"ON 30"FGA 06 1 23185 CATV-20'8"F/S I COMCAST-19'9"ON 12"FGS F/S COMCAST-18'9"F/5 TELCO-17'11"F/S I FATBEAM POA=22'6" LOWER ON FIBER TO 21'5" LOWER CATV TO 20'4" LOWER COMCAST TO 19'4" z c LOWER COMCAST TO 18'4" a Ce LOWER TELCO TO 17'4" 11045 o y° m 0 PGE#4556 �N 2 C11.35D \ a -45':CL2:'05 \, J Z 111040---' VZ263603 — PN-31'0" SEC DL-30'4" /ON FIBER-24'7" CATV-23'7" — 00 211.93 COMCAST-22'6" 11075 NOTE: CO 21'7" I 11070 BRUSH IN BETWEEN TELCO-20'3"ALLEY ARM POLE SPANS.TRIM FATBEAM POA=25'7" z I TREES AS NECESSARY. ao ix _ 3 PGE#61 Foy R I6. a C11.35D -,...3' I w r-I 45':CL4:'01 v=i ( ATTACHMENT LEGEND VZ36568 a d STRAND Q ADSS DDE PN-29'7" O 1Q ON FIBER-25'3" w STRAIGHT ATTACHMENT FIBER-24'7"ON 24"FGA I ATTACHMENT Q ADSS 21-45 COMCAST-23'7" 2 STRAND DE DEGREE COMCAST-21'7" ATTACHMENT ATTACHMENT TELCO-20'7" ®0 20+46 Q STRAND DDE O OVERLASH FATBEAM POA=26'3" § 11120 ATTACHMENT EXISTING i 4 STRAND 21-45 ANCHOR& a DEGREE 9 GUY I a I 1 I ATTACHMENT 10 DOWNGUY 1 u Te ADSS DE 11157 0= i 1 I ATTACHMENT 11 200'SLACK LOOP ✓✓ ',.11150 - MATCH TO SHT 802 ` -.. •. .• �N TW": 25 FIBER PLACEMENT DIAL 81 1 OR-TIG-C1268 • • ••� SEC:1,2,12,13,24,25,26,35 FATBEAM ..7.0...,•• RNG: 1W TIGARD-TUALATIN S.D. CALL LOCATE SHT 803 �� ��•• 2065 W,� RIVERSIDE DR, DSNR: SL ti•1'. COEUR D'ALENE,ID 83814 0 30 60 FLDR: SL TIGARD, OR BEFORE YOU DRWN: DP fotbeo - SCALE:1"=60' DATE: 05-23-19 DIG OF 811 �_ 3MATCHTOSHT805 ---I Ln 107301 I POLE INFORMATION: 5787 � Z 36' a )---'--®4 PGE#5932 8 PGE#5930 0� I 1p�p� 8515 C11.35A 011.35t•-•:',1> 45':CL3:'77 40':042:'69 -x VZ500731 VZ260455 a A1172855 ST LT DL-25'3" J I__. PWR OHG-28'7"XING RD&WEST PN-24'3" PN-27'9" SEC DL-24'0" PWR OHG-26'4"XING RD FIBER-22'5"ON 18"FGA SW SPRUCE ST SW SPRUCE ST ti ON FIBER-23'0" CATV-22'2"F/S FIBER-22'3" _ON FIBER-20'3"F/S 213+71 CATV-21'2"XING RD &WEST COMCAST-19'1"F/S CATV-20'8"TMP 6'ALLEY ARM TELCO-18'2"F/S 0 0 1 COMCAST-20'8"6'ALLEY ARM FATBEAM POA=20'11" COMCAST 19'9"XING RD LOWER FIBER TO 19'11" 10825 8540 TELCO-19'1"GOING W LOWER CATV TO 19'1" 1 a 8570 I FATBEAM POA 24 0" LOWER ON FIBER TO 18'2" I 2 LOWER COMCAST TO 17'2" a z PGE#5931 LOWER TELCO TO 16'2" a 2 G C11.35A a 0 __-_ 45':CL4:'95 oN 03 I VZ500741lop A1172863 110855 c 8 J x PN-28'1" 10829 H a = ST LT DL INS-27'1" 10843 i SEC DL-27'0" I i N ON FIBER 24'1" ?i 1 COMCAST 22'10"TIP 12'ALLEY ARM 1 368585 '- i35651 5 8545' NOTE: COMCAST-22'5"BOP 12'ALLEY ARM TELCO-21'1"TEMP ATTACHMENT i 2 +94 BRUSH IN BETWEEN FATBEAM POA=22'10"TOP 12'ALLEY ARM POLE SPANS.TRIM ®0 PLACE DG TO EXISTING(3)ANC.L=7'E TREES AS NECESSARY. LOWER ON FIBER TO 22'10"TMP 12'ALLEY ARM 1 -- 00♦ I SW JOELLE CT 1 I a o� o 95 I �r79 ATTACHMENT LEGEND N L15 Q STRAND Q ADSS DDE O STRAIGHT ATTACHMENT 10915 c W I ATTACHMENT ADSS 21-45 ' Q STRAND DE DEGREE I itt ' SW LUCILLE ATTACHMENT ATTACHMENT ®o / , —__� 0 ATTACHMENT ®EXISTING H _-__ 25+47 -__...... i STRAND 21-45 ANCHOR& oNI 8580 DEGREE GUY P_'-',,c' ,J ATTACHMENT e7� I I -- SO DOWNGUY 8710 �– _ �_ i ( ADSS DE - ,�---�_. Q i 1 I O ATTACHMENT 11 200'SLACK LOOP MATCH TO SHT 803 —i • • TW": 23 FIBER PLACEMENT DIAL OR-TIG-C1268 •-••• • SEC:1,2,12,13,24,25,26,35 • • AM SUITEFATBSI 1■1V► RNG: 1W TIGARD-TUALATIN S.D. $� SHT .4.,.......•• 2065WRIVERSIDEDR, �o^ . DSNR: SL c} {.: CALL LOCATE COEUR D'ALENE,ID 83814 0 3a sa FD SL TIGARD, OR 1T •� DRWN: DP BEFORE YOU Q{.��I , ! SCALE:1"=60' DATE: 05-23-19 DIG OF 811 POLE INFORMATION: I MATCH TO SHT 806 I-1D54Q ®i PGE#4559 - C11.35A 00 ' 35106 BT:BT:BT 1 I PN-27A1172856'11" --36— 10550 \---8---\585 leis I SEC DL-27'4" I a0 ON FIBER-23'2" I w FIBER-22'8"WOOD X-ARM COMCAST-21'9"WOOD X-ARM °C 1 p COMCAST OHG-20'1" I TELCO-19'1" FATBEAM POA=24'0" 1 LOWER ON FIBER TO 22'8"TOP WOOD X-ARM 10575 2 I 3 C 10580 _ I I 1 0 PGE#4558 �ti I 8609 8535 8509 C11.35 v a I 1 n — a 40':CL3:'49 "N A1172859 -- _ I PN-27'3" SEC DL-26'3" - 3 1 OHG-24'7"XING RD pI SW PINE ST ON FIBER-23'11" FIBER-23'7"ON 18"FGA COMCAST-22'9"BOP WOOD X-ARM / .,..-- COMCAST OHG-22'0"XING RD 0 0 32+73 [ , COMCAST-21'11" 1 TELCO-20'7"XING RD p 8620 8612 $510 FATBEAM POA=22'11" > 3 POLE INFORMATION: --J NOTE: LOWER ON FIBER TO 21'11" 106 m e 8504 BRUSH IN BETWEEN LOWER FIBER TO 19'11" 0 PGE#5934 POLE SPANS.TRIM 8414 _ C11.35 TREES AS NECESSARY. LOWER COMCAST TO 18'11"TOP WOOD X-ARM ¢ LOWER COMCAST TO 18'6"BOP WOOD X-ARM 4 Ni = 45':CL4:'88 VZ554944 4- N A1172854 a I PN-26'9" 36'-- 10670SEC DL-26'3" -__j ST LT DL INS-24'6" ATTACHMENT LEGEND i ON FIBER-22'S" STRAND Q ADSS DDE 11 106753 FIBER-21'9" STRAIGHT ATTACHMENT a0 1 w COMCAST-21'0" ATTACHMENT I I ' COMCAST-20'5"ON 18"FGA Q ADSS 21-45 0 STRAND DE 2 DEGREE 1G-18'4" 2 ATTACHMENT ATTACHMENT 10775 FATBEAM POA=22'11" STRAND DDE QS OVERLASH PLACE DG TO EXISTING S/W(3)ANCHOR ATTACHMENT EXISTING 1 LOW W STRAND 21-45 Q ANCHOR& _ UUU OWER ON FIBER TO 21'9" Q DEGREE 9 GUY 10765 30151 LOWER FIBER TO 20'8" ATTACHMENT r--� LOWER COMCAST TO 19'8" ADSS DE to DOWNGUY 8811 8807 �0 I 1 735 LOWER COMCAST TO 18'8" s Q ATTACHMENT 11 200'SLACK LOOP \- 1 MATCH TO SHT 8041 1 - -- • TWN: 2s OR-TIG-C1268 /\ SEC:1,2,12,13,24,25,26,35 FIBER PLACEMENT DIAL FATBEAM SI 1N/ RNG: 1W TIGARD-TUALATIN S.D. $C SHT i•..•� 2065 W RIVERSIDE DR, 805 .0.1. . �� DSNR: SL CALL LOCATE ti,:��:.• SUITE E,I 0 30 60 FLDR: SL TIGARD, OR BEFODRE YOU IG OF 811 COEUR D'ALENE,ID 83814 fateam DRWN: DP SCALE:1"=60' DATE: 05-23-19 POLE INFORMATION: ( l030cj POLE INFORMATION: 373 PGE#392 4559 © PCG—3 .3591 0 PGE#43 5 I C11.35A C11.35A C11.35A C11.35A 45':CL3:'70 50':CL3:'11 '89 55':CL2:'06 CTL#8745 A1172858 A117 530 CTL#8865 A1172279 CTL#8600 I PN-31' 1 PN-31'1 2 A1172325 PN-29'8" PN-28'7" STRAND-25'0" PN-35'+ SEC-29'6" SEC RISER DL-26'11" COMCAST-24'5"BMP 10'ALLEY ARM SEC-34'8" SEC DL-28'9" ST LT DL INS-26'4" i COMCAST-24'5"BMP ST LT DL INS-31'6" QWEST-26'2" FIBER-24'6" STRAND-24'5"BOP —""" QWEST-24'5"ON 18"FGA ELI-25'2" FIBER-23'7"TMP FATBEAM POA=26'0" ELI-23'5"ON 18"FGA COMCAST-24'5" COMCAST-23'2"BOP WOOD ARM COMCAST-22'7"ON 18"FGA COMCAST-23'6"METAL ARM COMCAST-23'2"BIP WOOD ARM FROM POLE PGE#387 PLACE DG&TRI-EYE ANCHOR L=15'N COMCAST-21'10" —???-22'2"WOOD X-ARM FATBEAM POA=23'ED7"TOP WOOD ARM FIBER-20'3" TELCO-21'8"WOOD X-ARM" OWER FIBER TO 23'7"TMP WOOD ARM I PGE#387 TELCO-19'2" OHG-20'6" MOVE FIBER TO 23'7'TIP ® C11.35A FATBEAM POA=25'5"ON 18"FGA FATBEAM POA=25'2" 45':CL2:'97 LOWER QWEST TO 24'1" 'GE#386 IA1172678 8 PGE#6710 ;; LOWER ELI TO 23'1" ® C11.35A l PN-28 4 C11.35 LOWER COMCAST TO 22'2" 45':CL3:'80 --36'� QWEST-24'11" ??:??:?? LOWER COMCASTTO 21'2"WOOD X-ARM A1172492 5I FIBER-24'0"WOOD X-ARM TIP CTL#8750 LOWER FIBER TO 20'1"WOOD X-ARM PN-28'10" COMCAST-24'1"WOOD X-ARM TMP A1172277 LOWER TELCO TO 19'1"WOOD X-ARM SEC DL-28'2" O o COMCAST-23'6"WOOD X-ARM BOP PWR OHG-22'0" FIBER-24'3"ED t >PWR OHG-21'0" a7 PGE#38811 STRAND-21'9"XING OAK TO N COMCAST-23'6" m OHG-20'2" C11.35A > 8545 FATBEAM POA=24'11' Q COMCAST-22'4" OHG-19'7" 45':CL3:'06 Q z LOWER QWEST FIBER TO 24'1"TOP OHG-19'3" CTL#8690 = FATBEAM POA=24'10" PLACE DG TO EXISTING TRI-EYE 1=10'E = WOOD X-ARM 1 TELCO 0H0-18'9" A1172278 )D OHG FROM POLE PGE#43 2r I FATBEAM POA=20'6" PN-29'4" ? LOWER FIBER TO 23'10" OHG FROM POLE PGE#391 SEC-28'4" 11 z LOWER COMCASTTO 22'10" I NOTE: PLACE DG TO EXISTING TRI-EYE SEC DL-28'3" LOWER COMCAST TO 21'10" 7 I BRUSH IN BETWEEN ' 8525 ANCHOR L=3'S QWEST FIBER-23'5" = POLE SPANS.TRIM ELI FIBER-23'0" / 1 \ __ TREES AS NECESSARY. '�"" I COMCAST-22'0" I - COMCAST-21'O" R/W- 10430 I TELCO-19'2" Eer , _ – zi© TELCO-18'2" P. 1� 144 8805 FATBEAM POA=24'S" FoC — --•SW OAK ST —30'-- — SW OAK ST 00 O FDC `\ LASH 6 StRAND /' m = EOP m ,j9 x0Ai 00 LASH & 144 FOC .— ASTRAND --- -- LASH & STRAND Q • - _ •41 - OHG-210' ...-� �, �© 1 _ Q�Q 144 FOC ®O �qq ATTACHMENT LEGEND _ -� LASH & STRAND SCT SNC ®G 1�STRAIGHT ATTACHMENT STRAND Ks-)ADSS DKN GUY & O a EOP i, ---- R 4 _ I— v q'1'D ATTACHMENT -----N---SW OAK ST ----_��__27'. STRAND DE Q ADSSDDE 10 DOWNGUY I EOP = `36 ' Q ATTACHMENT / 8 r I ATTACHMENT 11 200'SLACK LOOP 1 Q =a p Q Q STRAND DDE O DEGREE DSS 45 ®♦0 w w ATTACHMENT v,,-,- -"' STRAND 21-45 ATTACHMENT m© I I W DEGREE Q8 OVERLASH 8840 MATCH TO SHT 805 ATTACHMENT EXISTING • N: 2S :••• /\ SEC:1,2,2,3,24,25,26,35 FIBER PLACEMENT DIAL 811 OR-TIG-C1268 .,.t��•• FATBEAM IN/ RNG: 1W TIGARD-TUALATIN S.D. CALL LOCATE SHT 2065 W RIVERSIDE DR, DSNR: SL /'� {{,,.�v••:.• COEUR D'ALENEID 83814 0 3SUITE 105 0 Ao FLDR: SL TIGARD, OR BEFORE YOU 806 DRWN: DP fat,+eor DATE: 05-23-19 DIG OF 811 SCALE:1"=60' _— 104250� Pio ,// 10390 F S�� 10435`\ �Q /45, ! 8910 �'0 /420 00 .e. / i / i 9025 ( .� 10455 �.��Q 10450 _ , -- .r,,`�� ���� i a w �, , J SEE SHEET BOB /I0480 ,-/ Q FOR 45' QQ UNDERGROUND / \` �F!/ i` -- ----- / CONNECTION --- - 8945 8880 `^ 09055 - c1,41 \� 8935 $ ` -- Q© / 4 FOCa�5 144 FOC _. 144 FOCLL& STRAND 378 Q - - `-LASH & STRAND ----- elk- LASH & STRAND Q CO CO CO EOP a EOP wf Cl) .13 in --- m z7'—SW OAK ST — --- — — — 27'i------ + --0 EOPo EOP ri a EOP a ~ ~ POLE INFORMATION: V 0 PGE#C11 35 72 75 PG E#39C11.35 6 7e PG C11 39 4 Cll 35A Cll 35A PGE#393 9FATBEAM Q I— NT:NT:NT 45':CL3:'03 -50':CL3:'73 45':CLl:'05 45':CL1:'OS LOWER TO 22 LOWER QWEST T0 11" A1750387 CTL#9025 CTL#8975 CTL#8935 CTL#8911 1" i 1 CTL10425 PN-29'1" A1172560 A1172898 A1172897 LOWER COMCAST TO 20'11" 8920 PN-27'31" SEC DL-28'0" PN-35'+ PN-28'4" PN-31'0" LOWER COMCASTTO 19'10" SEC DL-26'8" NS ST LT DL-26'6" SEC DL-33'2" SEC DL-26'11" SEC-29'5" LOWER FIBER TO 18'10" , CATV-22'2" /QWEST-22'10"ON 30"FGA QWEST-28'4" ST LT DL INS-24'11" SEC DL-27'0" LOWER TELCO TO 18'0" CATV-21'6" ELI-21'7" ELI-27'4" QWEST-23'7" ST LT DL INS-27'4"LOWER TOP OF ALPHA BOX TO 17'8" ATTACHMENT LEGEND FATBEAM POA=20'6" COMCAST-20'9" COMCAST-27'0" ELI-22'10" QWEST-24'3" PGE TAPE&SHAPE ,,STRAIGHT ATTACHMENT STRAND c2,ADSS DDE PLACE DG AND(3)ANC L=5'5/W COMCAST-19'9"ON 18"FGA COMCAST-24'9" COMCAST-21'10" ELI-23'4" SEC DL UP 4"TO 27'4" ATTACHMENT FIBER-19'0"TOP WOOD X-ARM FIBER-24'0" COMCAST-20'8" COMCAST-22'4" Q ADSS 21-45 TELCO-18'6"BOP WOOD X-ARM TELCO-22'10" FIBER-19'11" COMCAST-21'3" I2 STRAND DE DEGREE FATBEAM POA=23'10" FATBEAM POA=29'4" TELCO-18'8" FIBER-20'7" ATTACHMENT ATTACHMENT PLACE DG&TRI-EYE ANCHOR FATBEAM POA=23'7" TELCO-20'2" Q STRAND DDE 0 OVERLASH L=15'W LOWER QWEST TO 22'6" I NOTE: ATTACHMENT EXISTING LOWER ELI TO 21'6" BRUSH IN BETWEEN STRAND POLE SPANS.TRIM Q DEGREE 21-45 Q ANCHOR& LOWER COMCAST TO 20'8" TREES AS NECESSARY. ATTACHMENT �LOWERCOMCASTTO19'7" i0 DowNGuv / LOWER FIBER TO 18'8" Q ADSS DE LOWER TELCO TO 17'8" 5 ATTACHMENT 11 200'SLACK LOOP • TW": 25 FIBER PLACEMENT DIAL 81 1 OR-TIG-C1268 SEC:1,2,12,13,24,25,26,35 • FATBEAMIVSI RNG:,�, DSN 1W TIGARD-TUALATIN S.D. CALL LOCATE SHT 807 .••N• 2065 W RIVERSIDE DR, DSNR: SL ��t.i• SUITE 105 COEUR D'ALENE,ID 83814 0 30 60 FLDR: SL TIGARD, OR BEFORE YOU fatbeamDAWN: 0DP 5 DIG OF 811 SCALE:1"=60' DATE: 05-23-19 `� MATCH TO SHT 809 / / 4:41 ., aP� p1E // / z- A4c15 ci MqS / MIBI .,,-"\ \ o' 0025' • „.• 0 1 i lee* . 'N ,/ mus POLE RISER sozs DETAIL o ��elik SZ � Mo #PGE396 � oQ j 60'/ TELCO IS' R1 /� " FATBEAM BORE •�/ i (1) 2' SDR11 _ • // FATBEAM TO PLACE PLACECOFOC OC 12 a .UIT 4. � / / i 2' RISER AND STAND 325 LF - OFF BRACKETS ., 45' MMI / FATBEAM PLACE H.H. • / 6' FROM POLE STAMPED #PGE396 �P�� 8995 6915 PLACE (I) 2' op SDRI1 CONDUIT /�. 144 81W I 9/W _ �� LASH 6C 144 FOC O 79 P�� STRAND LASH &•NN STRAND IO" COP _ OP O CO -27'---o .CO +., ,---- - - -SW OAK ST N 01 + - - - - --SW OAK ST-- -_ - EOP I FOP I FOP 0 ______TR . E • 'W" 25 FIBER PLACEMENT DIAL OR-TIG-C1268 •••• •• /\ SEC:1,2,12,13,24,25,26,35 ,,.... • FATBEAM IN/ ANG: 1W TIGARD-TUALATIN S.D. $ SHT • •.•• 2065 W RIVERSIDE DR, DSNR: SL 808 •: POLE INFORI�IATION:\ MATCH TO SHT 810 I �4 PGE#5109 I I \ 7 PGE#5108 ®PGE#4586 7+5 1018 C11.35A C11.35A C11.35A 1 Z40 • 45':CL4:'05 45':CL3:'95 40':CL2:'70 3 I 00 10200 I 10200 CTL10370 CTL10340 CTL10200 A1172668 PN-28'9" A1172664 j - PN-28'6" SEC RISER DL-27'10" PN-29'11" -30' SEC DL-27'6" COMCAST-23'0"ON 24"FGA SEC-29'4" : I = ST LT DL INS-30'3 CTL-22'1"BOP ON WOOD X ARM SEC DL-28'3" I 'Ci o� CATV-24'2" COMCAST-22'10"TIP ON WOOD X ARM COMCAST-25'2"ON 12"FGA W .. I.'^ /CATV-23'1" FATBEAM POA=21'1" COMCAST-23'10"ON 12"FGA 1 �i6 10246 PMT-20'3"BOTTOM WOOD X CTL-22'10" a 102 /Ann 5771 PGE#5107 PMT-19'4" I -' 10230,/ 10260FATBEAM POA=19'0" C11.35A FATBEAM POA=17'3" I PLACE DG TO EXISTING(3) 45':CL4:'BT PLACE DG AND(3)ANC L=20'N / ANC L=9'N/E -�CTL10300 PN-29' 1 SW MAPLELEAF ST l PGE#6960 PN-29'11" 5191 C11.35A !SEC-29'4" I • /v 25':CL2:'BT 'SEC DL-28'3" ' y/0 CTL10372 COMCAST-25'2"ON 12"FGA L- ��PWR OHG-17'2" COMCAST-23'10"ON 12"FGA a0 a 10300 10276 /�PWR OHG-16'4" CTL-22'10" I ++ a / CATV OHG-15'10" PMT-19'4" CAN OHG-14'7" FATBEAM POA=21'10" Q 4I N=- 1 ,13,,,290'),, FATBEAM POA=14'7" `6 1 PLACE DG TO EXISTING(3) 2 J ANC L=4'S/E I I- rn 10320( I0 I NOTE: 4+41A-3)(4-1 BRUSH IN BETWEEN —'---' � - POLE SPANS.TRIM � � L A �! � TREES AS NECESSARY. r"----r- - I I ' , 10340 �l ATTACHMENT LEGEND oy (� STRAND Q ADSS DDE I in u. 0 STRAIGHT ATTACHMENT METZGER ELEMENTARY I3I -ti ATTACHMENT SCHOOL DEGREE-as J O J �— Q STRAND DE DEGREE !i I 2 ATTACHMENT ATTACHMENT 3 10360 Q STRAND DDE Q8 OVERLASH 10370 3 ATTACHMENT EXISTING 5 DEGREED 21-45 0 ANCHOR& I76 ... ZQ0© ATTACHMENT SO DOWNGUY —OHG–LT SW OAKWAY ST Aoss of 5 ATTACHMENT 11 200'SLACK LOOP 10445 MATCH TO SHT 807 ,Z000 • TW": 25 • FIBER PLACEMENT DIAL 811 OR-TIG-C1268 • ••f /\1 SEC:1,2,12,13,24,25,26,35 .•••• FATBEAM 1NI DRNG: 1W SNR: SL TIGARD-TUALATIN S.D. SHT •:����� 2065 W RIVERSIDE DR, 809 '....;%":.• ;�:`. SUITE 105 CALL LOCATE COEUR D'ALENE,ID 83814 0 30 60 FLDR: SL TIGARD, OR BEFODRE YOU OF 811 fat( � DAWN: DP {T.fV�i�ir\r11 SCALE:1"=60' DATE: 05-23-19 9055 • 91759125 SG R/W R/W—____._.. EOP 1 EOP EOP 36'—– – – - – 65' FATBEAM BORE R/W —SW LOCUST ST — — — — — ——36'—— (1) 2' SDRII —— — CONDUIT --- +.,,_, PLACE FOC 12 OP WATER _ VJATEk 9- 20' • n EOP `, • o • „„ O S/W B 7 16r S/W R/w I �a -, CO OO / '– 'ID *. FATBEAM ^ • I / ATBEAM BORE BORE s, (1) 2' SDR11 (I) 2' SOR11 FATBEAM BOR * CONDUIT CONDUIT (1) 2' SDRII PLACE FOC 12 PLACE FOC 12 CONDUIT24, 388' PLACE FOC 12 I I • 73 FATBEAM TO PLACE —"'_._ .1 I 10110 I CZ ICe 1 24'X36' H.H. OVER EXISTING VZMETZGER ELEMENTARY SCHOOL —52'R/W ? L (FRONTIER) CONDUIT rny ; 2+01 11'1 ._ _ o —30'-- p I 0. 7 © PLACE FOC 12. VZ (FRONTIER) FATBEAM e: EXISTING (2) 4' BORE CONDUIT. (1) 2' SDRII ' I FATBEAM TO CONDUIT x 36'-- \ OVER RIDE 4' CONSTRUCTION' PLACE FOC 12 0 60'I CONDUIT INTO LOCATE EXISTING 4' COM 154' \ 3 :1017 __ - BUILDING 475' CONDUIT. OVERSET FATBEAM l� w HANDHOLE. PROVE ROUTE 1 $ – 1 !11.5' AND DUCT FROM HH TO MDF. I /i FOA E tl `x FATBEAM / BORE ( )') ':' (1) 2' SDRII 'J / CONDUIT PLACE FOC I 12 53' MATCH TO SHT 811 MATCH TO SHT 809 SW": 2S FIBER PLACEMENT DIAL 811 OR-TIG-C1268 •o ��0 id /\ TVVN: .lz,t3,2a,2s,zs,3s • FATBEAM 1N/ ANG: 1W TIGARD-TUALATIN S.D. SHT •� 2065 W RIVERSIDE DR, CALL LOCATE 810�'�,•�•� SUITE 105 DSNR: SL TIGARD, OR •' ': COEUR D'ALENE,ID 83814 0 20 ao FLDR: SLBEFORE YOU DRWN: DP fatbeam SCALE:1"=40' DATE: 05-23-19 DIG OF 811 MATCH TO SHT 810 / ,°' )) a FATBEAM TO OVER _____ RIDE EXISTING WITH ��" --, ,/71 VZ 4' CONDUIT INTO (FRONTIER) BUILDING 475' EXISTING PLACE FOC 12 (2) 4' / CONDUIT. / o 4-' ,:i.'\>,/ , r e a v / N 1 ,52 C 0350 METZGER ELEMENTARY SCHOOL 36' i / / / c MDF LOCATED IN ROOM ‹' NEAR MAIN OFFICE. ILEAVE 200' COIL / / I I ---- / o _� s Q, a H SEC 23 FIBER PLACEMENT DIAL ••.yam® / SEC:1,2,12,13,24,25,26,35 OR-TIG-C1268 • FATBEAM 11411_16_, RNG: 1W TIGARD-TUALATIN S.D. 811 SHT .1.1.1,.•:••. 2065 W RIVERSIDE DR, DSNR: SL CALL LOCATE 811 SUITE 105 j�" COEUR D'ALENE,ID 83814 0 20 ao FLDR: SL TIGARD, OR BEFORE YOU q. att-; •••- DRWN: DP OF 811 SCALE:1"=40' DATE: 05-23-19 DIG CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT .1 s • COMMUNITY DEVELOPMENT Permit#: PFI2019-00211 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/08/2019 TIGARD g Parcel: SEG1558 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Project Description: Place communication fiber optics via aerial and underground construction. REVISION APPROVED. REPRINT 2/26/2020. Class of Work: FEES Type 1 -Utilities(gas,electric, data) Description Date Amount PFI Permit Fee 07/03/2019 $845.50 Total $845.50 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website atwww.ticard-or.aov 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'ALENE, 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. PermSign ttue/Applicant (?. -/ / / Signature: �*G�� /`e'1e' ',1.-- Issued By: () �v' Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00211 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. Contact Trent Brickey 971-228-9269 trentb@tigard-or.gov PFI_Utilities 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments,and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Utilities 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports,on a weekly basis,to the City's Inspector. PFI_Utilities 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 24-VALIDATION OF MATERIAUCONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Utilities 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing, the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Utilities 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements,shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Utilities 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Utilities 28-AS-BUILT DRAWING Applied Notice 1,2,3,4,5 28-AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility,shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). 1,2,3,4,5 28-AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility,shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and,also,any improvement which may impact an existing public system or facility,shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI_Utilities 31 -OTHER Applied Notice Other Agnes Lindor PFL2-Dlc1-002-1 From: Jessica Woods <jessica@fatbeam.com> t-N i r1 Sent: Tuesday, February 25, 2020 8:10 PM To: ROW Permits Cc: Chris Tuttle; Wayne Patten; Nathan Sprauer(nathan.sprauer@northskycomm.com) Subject: Revision/Amendment to PFI2019-00211 - Fatbeam Project Attachments: Sec. 1 approved permit City of Tigard.pdf; Original Plan Sheet on Approved Tigard ROW Permit.pdf; Revised Plan Sheet on Approved Tigard ROW Permit.pdf Categories: Misc. Correspondence Caution!This message was sent from outside your organization. Allow sender I Block sender Hi, Please send this revision to Trent as we need to make a change from aerial to UG on a small section within the above referenced permit. Thanks! jessica woods • • o• project coordinator • • •I . •• • • •••• I jessica@fatbeam.com I www.fatbeam.com I ' ;,• 2065 w. riverstone drive ste.105 ,;': coeur d'alene,id 83814 fatbeam Duo NOTICE: This e-mail message is for the sole review and use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review,use,disclosure,transmission or distribution is prohibited. If you are not the intended recipient,please inform the sender by reply e-mail and destroy all copies of the original message. 1 7313 MATCH TBO SHT 73 REVISION ona IMAM ADAIIII IF 7337 I 000 7150 POLE INFORMATION: 6%0 1 8 PGEN2299 O PC21.1D� 1 O NT 45':CL4:'88 1 45-CL3-BT A3671880 PN-30'+ 67 10 NOTE: EU-TIP=25' PN-29'5" COMCAST 24'2" 1 SEE SHEET 75 FOR UG FATBEAM POA=26' SEC DL-27'7" CONNECTION PLACE DG TO EXISTING TRI-EYE ST LT GROUNDED 27'4" EOP \ L=IS'S TW-23'9"TOP ELI=23'9"TIP SW TECH CENTER DR 32' COMCAST-22'9" VERIZON-23'2" { EOP PGE TO PLACE TALLER POLE yo k7 h`\ s POLE INFORMATION: PGENB �—, f. C21.O1D 45':CL4:'00 A3671881 9LF \ FTR105546 PN-29'7" SEC PWR-28'4" �\ ps iAT TORc TW-22'10"ED .3)l'OWLET ELI=21'10" `,^q PLACE FTC 144 L` � COMCAST-20'10" to \ 00 VERIZON-20' 1 FATBEAM POA=23'9"TIP FOp 40' MAKE READY ATTACHMENT LEGEND �,\ ` A� LOWER TW FROM 23'9"TO , 23'5"BOP STRAND © ADSS DDE ` NJ STRAIGHT ATTACHMENT Alb\ \ 41/1 A. ATTACHMENT ADSS 21-45 OSTRAND DE DEGREE D `\� 000 ATTACHMENT ATTACHMENT NOTE: STRAND DDE Q OVERLASHcc I \ J BRUSH IN BETWEEN ATTACHMENT EXISTING N , 4'PHf4( POLE SPANS.TRIM 4;i: TREES AS NECESSARY. Q STRAND 21-45 Q ANCHOR& .q� FOp� ,yDEGREE GUY1O ATTACHMENT 10 DOWNGUY 0 \ ADSS DE ATTACHMENT 11 200'SLACK LOOP 1 MATCH TO SHT 76 •• .• 1N6 DATA IS DEW T.- �N SEC: 25 PHASE 1 DIAL OR-TIG-C1268 1 • • •• DISCLOSURE UIOEN OREO011 SEC:1,2,12,13,24,25,28,35 FATBEAM PIMUO RECORDS LAW PIR9JMIT 1Nr RNG: 1 FIBER PLACEMENT81 SHT 74 2065 W RIVERSIDE DR, TO ORS 1CL AND IS NOT ARE SUITE 105 asaosE0 D:CEPT N 1 CALL LOCATE fatbe• " COEUR D'ALENE,ID 83814 PVBUCRERLOOMS 50 FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU IG OF 241 " -••" 192410 111Rd1CN 192.505. , — A DRWN: DP/LS/CS amSCALE 1"=50' DATE: 08-30-19 TIGARD, OR CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT ' COMMUNITY DEVELOPMENT Permit#: PFI2019-00211 T I G A R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/08/2019 Parcel: SEG1558 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Project Description: Place communication fiber optics via aerial and underground construction. REVISION APPROVED. REPRINT 2/26/2020. 2ND REVISION APPROVED. REPRINT 4/15/2020. Class of Work: FEES Description Date Amount Type 1 - Utilities(gas, electric,data) PFI Permit Fee 07/03/2019 $845.50 Owner: Total $845.50 REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: 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'ALENE, 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. PermitteelApplicant Signature: See G CO) Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00211 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. Contact Trent Brickey 971-228-9269 trentb©tigard-or.gov 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 REVISION TO PERMIT PFI2019-00211 PHASE 1 SHEET INDEX No. DESCRIPTION TIGARD-TUALATIN SCHOOL DISTRICT 1 COVER 2 STANDARD LEGEND FIBER PLACEMENT 3 TRENCH L NOTES AND TYPICAL TRENCH STANDARD DETS CONTACTS TIGARD, OR 4 IBBARDDIN.CS 5-9 HIBBARD ADMIN.CENTER TO SW 72 AVE FATBEAM METZGER ES. 1036 U.G.AND AERIAL BRUCE HATHAWAY W.,3 woe,5 .rt 0 r' SENIOR ENGINEER W ....6............... . 37-38 METLGER E.S. 2065 W RIVERSTONE DR,SUITE 105rR CHARLES F.TIGARD WLER ES COEUR D'ALENE,ID 83811 YQ LtiOcer 35A,39-51,58 U.G.AND AERIAL PH:208-758-7055 THOMAS R.FOWLER M.5. CELL:208-771-9204 MARY VJDDDWARD E 5 52 CHARLES F.TIGARD E.S. BRUCEBFATBEAM,COM .,,,.,Ao I © l 53-59 U.G.AND AERIAL CAD SFiANE STARVOS qPa'L _ MBARD vow HUB PROJECT MANAGER „ 60-61 THOMAS F.FOWLER M.S. PH:208-758-7022 F LPGe CELL:208-626-3394 , • 62-70 U.G.AND AERIAL SHAHE@FATBEAM.COM i �` 13. TEMPLETON E.S. . 71-72 MARY WOODWARD E.S. LYON COUNTY SCHOOL DISTRICT ALAN MEDIEROS 73-109 U.G.AND AERIAL IT DIRECTOR - PH:775-463-6800 ed TIGARD H.B. 95-97 DURHAM E.S. AMEDIEROSBLYONCSD.ORG DURHAM ES. 7",..,,,, Late 0.n490 98-102 U.G.AND AERIAL JIM GLFASON 1 Anen,Pie,fk rm.•y x'•Jot r I. OPERATIONS&MAINTENANCE SUPERVISOR 103-154 TIGARD H.S. PH:775-463-6800 EXT 10242 CELL:775-302-7007 CD -4:4 105-112 U.G.AND AERIAL ATCO COMMUNICATION SERVICES,LLC 4.1904Y •�•••••^ r 4 113 REMOVED FOR CLARITY SCOTT HAEGER _ PROJECT MANAGER 114-115 U.G.AND AERIAL PH:360-5563-9000 nvoll SCOTT.HAEGERQATCOTELECOM.COM P� ,, L.. 118-119 DURHAM ES. P I4Tbd f. el ATCO COMMUNICATION SERVICES.LLC Md�eNOM1`.9 T - i 120-150 U.G.ANDAERIAL SUSAN LEWIS SENIOR ENGINEER150E TEMPLETON ES. PH'.503-730-1919IIs M.enErne as..-- SUSAN.LEWIS®ATCOTELECOM,COM - 151-152 U.G. U pi"' ', 153-170 CITY OF DURHAM CONDUIT J Q9l4M4v' 1 TOSH11n EIenM91T WIC", 171 REMOVED FOR CLARITY •o111 ®Ep -Las Avu.J ARP •a,y�b. 172-181 CITY OF DURHAM CONDUIT • ' 182-225 U.G.AND AERIAL TUAIATIN HIGH SCHOOL 226 TUATATIN H.S. NOTE: V.G.'=UNDERGROUND VICINITY MAP AERIAL ROUTE NOT TO SCALE UNDERGROUND ROUTE •• . DA. ' 1 SC: 13", PHASE 1 DIAL OR-TIG-C1268 • FATBEAM PUBIC RECORDS LAW PIRAMNT 1 , RNG:DSN SLE FIBER PLACEMENT 81 SHT 2065 W RIVERSIDE DR, TO CRS 192 MID IS NOT TO BE •�,.• DUITE 105LENE.I A µ T CREGal FLDR: SL TIGARD-TUALATIN S.D. CALL LOCATEE r 11((�� _� -� COEUR D'ALENE,ID 83814 PUBDC RECORDS LAW,ORS Miei.tt)eam 192410 THRDNAI 192.505. DRWN: DPILS CS ��VV VSM� 1 SCALE:NONE DATE. 08-30-19 TIGARD, OR DIG OF 3 ti11 : 111144444441 i 1 11 $ "' . • 1 0 f,, i l l s g i 0 3 4 w i l l d P a i om 4 Agnm U m ij 2a 2a Ee ” 1� C • 1 i2 0 I ao 99iP� g gi4 5 ilg: N liwncl50 § x 1 $SI a I3 " a 155 11111111 d i D g m �4 iqE iIEEE 6 r zl 0 � n D 0p fA A A Z T , 1111 ¢ vrr 9 ! Q N o y —I Om Xlm 4,i,PM i 10 lei 1it1IPE& Ii5iiiIPs £ I1li111ip i1 o xi CI- > F v r n m o > mE r% ® eonrE, wE ® ap4[Omg . = OqaQ ■® oo ®s ❑ 0 z m �S Nz 'v 0 G) m000 10 ! 13 . ' i '! i and O Dj Q cm - 2 > �i'' 111 , .EIHpop° CO h IV N i MATCH TO SHT 87 1+65- n a © O ? O `G 9 O 6.5 FATBEAM BORE (1) 2' SDRI1 5' R/W FATBEAM PLACE 2-FOC 144 30'X 48' HH 370' ON PRIVATE PROPERTY 52' R/W - 42' b21 STERLING DATA CENTER 0 FATBEAM BORE (I) 2' SDR11 PLACE FOC 144 619' 2 MATCH TO SHT 89 Z. ::•.. THE DATA IS > TWN 2S PHASE 1 DIAL OR-TIG-C1268 •���� s FATBEAM UNDER SECa,2.i2,13,2e,25,26,35 • SRIVE1SI �1 DISCLOSED µ1 DSNR: SI FIBER PLACEMENT 81 SHT 88 •�•�• 2065 W RIVERSIDE DR. W 095 192,AND IS NOT TO CALL LOCATE 88 4�t2•' • COEUR D'ALENE,ID 83814 ACCMDAN'M" 1E00N 0 10 za FLDR: SL r-lyy RECORDS u.,ORS � TIGARD-TUALATIN S.D. BEFORE YOU T /Yy 192.410 THROUGH 192.505. DRWN: DP/LS/CS ��1 VVV``���+�MYlJJ �� �, SCALE:1"=20' DATE: 08-30-19 TIGARD, OR DIG OF 241