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PFI2019-00353 4CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT MI : Y." COMMUNITY DEVELOPMENT 1Permit#: PF12019 00353 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 10/02/2019 T[��1RD Parcel: SEG1039 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Section 6 Project Description: SEG1039//SW Walnut Street and SW Grant to Mary Woodward Elementary School. Fatbeam to 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 10/02/2019 $945.88 Total $945.88 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: PHONE: Applicant: JESSICA WOODS 2065 SW RIVERSTONE DR. SUITE 105 COEUR D'ALENE, ID PHONE: Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: See application Issued By: —�- �l?-!/, Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00353 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 SEP 3 0 2019 N PUBLIC WORKS —ENGINEERING C CITY OF TIGARD TIGARD Public Facility Impf E(I'FI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) IZ TYPE 1—Franchise Utility Work Check one: ® Utilities ❑Sidewalk/driveway approach ❑ Streetimprovements performed by NWN, PGE Detailed description: Fatbeam to place communication fiber optics and/or utility agency. optics via aerial and underground construction ❑ TYPE 2-Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. Section 6-SW Walnut St&SW Grant • Driveway approach installation Property address/location(s): and/or repair to Mary Woodward Elementary School c�616.Si • Sanitary sewer lateral installation and/or main line tap A licant: Fatbeam, LLC III TYPE 3—Full scale Development lip Work performed with Land use Address: 2065 W Riverstone Dr., Suite 105 approval which includes any of City/state: Coeur d Alene, ID Zip: 83814 the following: Phone: 509-344-1008 Email: jessica@fatbeam.com • Subdivisions or Partitions Contact name: Jessica Woods Phone: 602-390-6562 • Street widening • Mainline installation for Sanitary 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@northsk y 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 S l AIT l sl: ()NIA City/state: Zip: �t Phone: 509-344-1008 Email: bruce@fatbeam.com Case No.: cI-Lib%iq 410 SS i Contact name: Bruce Hathaway Application submittal fee(.07%of a Engineei s Estimate) $ /L a. 8U Estimated value of work is required(if over$5,000):$135,125.00 Additional fees: $ (within the public right-of-way) Application accepted: By: J(--" Date: fi' di Is work related to a LAND-USE DECISION? ❑ Yes 0 No Applicationreviewed: If so, please specify(MLP,SDR,SUB, etc.) case#: By: /�,�'t/f� Date: 49/�/QDIT Is work related to a BUILDING PERMIT? ❑ Yes ® No Applic t notified: If so,please specify(BUILDING PERMIT)case#: By:-- --Date: /C/2-.4 g 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. Greet Jessica Woods 09/18/2019 Ap cant/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 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES FOR STAFF SE ONLY Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL REQUIREMENTS APPLICATION FEE Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY CONNECTIONS,ETC. Part 2: All non-water system improvements (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 (6 sets,24x36 or 22x34) • Ditch cleaning that does not involve regrading. • 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, Storm,Sanitary,Water,Signage,Street Lights,etc) Note: A cash assurance may be required per 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: Yi SW „ V „ SI Edge of Pavement -1111 Ditch ��� Streetlight - �r .— qf ,, j { Raaf Ihas. r r, Tr y, J�/ 0 ■ II `1• Cxx.Alev 8p• A I I 't . 0 I � • ro� I T--Poerd�Siivrerine"– I I (1) I I " 61 ■ Existing House 1 Existing • ,• ;i • Driveway '1 3� I 01 '; , CI-I �]•[�' i 411/14'1. of 1 • 7611 A 1if 1 cf.` o� 1 o 1 Existing Shop 1 I I .:5 \IN Powerpole I I I I 0 �► 1 I I------- 95' ------ --- �roperiy Line- I cI 1 I Fire Hydrant(FH) I I II Scale: 'I"=30' I I I I II I I MINIMUM SKETCH REQUIREMENTS(Put"N/A"if Not Applicable): North arrow Property lines & dimension Slope of property Street &street name(s) Existing building,structures Utility&street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water,storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 Agnes Lindor From: Jessica Woods <jessica@fatbeam.com> Sent: Friday, September 27, 2019 1:28 PM To: ROW Permits Cc: Bruce Hathaway Subject: Fatbeam TTSD Project - PFI Permit Request 1.6 Attachments: ROW Part 6- Prints_9.27.19.pdf; (Diagram 325) Moving Lane Closure.pdf; (Diagram 320) Stationary Lane Closure.pdf;Tigard - PFI Permit Application - Phase 1.6_9.18.19.pdf Caution! This message was sent from outside your organization. Allow sender I Block sender Hi, We have additional sections we need permitted for the Tigard Tualatin School District project.We have received permits for Phase 1.1 (PFI2019-00211), 1.2 (PF12019-00212), 1.3, 1.4, 1.5 and 1.7.Attached are the following documents: • Application for Phase 1.6 that covers SW Grant Ave/SW Walnut St to SW 116thAve/Walnut to SW Ann St to Mary Woodward ES.The total estimate engineer cost includes restoration of 10% • TCP plans. If you need site specific plans, please let me know.TCP#325 applies to sheet 53-55 and 67-72.TCP #320 applies to sheets 5-66. • Plan drawings Thanks! jessica woods ••• • project coordinator ll •II• : • 1 0 509 344 1008 I m 602 390 6562I • 41/ ;���••I jessica@fatbeam.com I www.fatbeam.com 1 •••:•••• 2065 w.riverstone drive ste.105 ''•• coeur d'alene,id 83814 fotIom'e ©v® 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 Page 84 2011 Edition Stationary Lane Closure with Flagging Diagram 320 g 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 N both directions of traffic on low volume roads(less than 400 ADT)with good sight distance as discussed below. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers at each approach are required if any of the following conditions exist: a. Night Operations. b. Work space is over 200 feet in length. c. Sight distance is less than 750 feet from each approach through the lane closure. d. Traffic volumes are greater than 400 ADT. 4. The length between the Flagger Ahead signs shall not exceed one mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one mile. 5. Cones should be used to outline the work space when curves or other roadway alignments prevent clear direction for the motorists to pass the work space safely. 6. Cones along the work space are recommended when posted speeds are 45 mph or greater,when working under heavy traffic or when travel lanes are narrower than 11 feet. 7. Extended queue signing(see Diagram 5-4)should be used when traffic queues extend beyond the initial advance warning sign. 8. When flagging near an intersection, the"Flagger Ahead"(CW23-2) sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead symbol signs may be placed on the side road(s). 9. Sign set-up and flagger placement shown may be used for intermittent full road closures of 20 minutes or less. 10. The"ONE LANE ROAD AHEAD"(W20-4)sign is optional and should be considered on high volume or high speed roads, or when extended queues are expected. Chapter 5 September 2016 2011 Edition Page 85 Stationary Lane Closure with Flagging Diagram 320 99 �3= I o N .�. n. 0 5a6 O S m as Lo ¢a 1 1 0 0 mam 3 it 0 -,- I 1- 0 Q c r- i. ------^ I •• 0)ca •• UC S !1., A •• :Ea; ki •v L m. I EE h / a • I ;f d • 45} c r 1 o m .® N , 1 10:� il I •• O?s ▪ o. ca)>v ',. .<>. 4:k' a 0 a I • • C O v-A>. wc.w 0 lit Y- m ma. Y I ... �, Sign Spacing and Buffer Lengths(feet). $ t V \ w \ c Posted Spacing Between Signs "Buffer" app Speed A B C Space \ \ 0 20 50 Z X 4 O 25 100 100 100 75 I O 30 100 35 125 350 350 350 40 150 0 5C O 45 180 0 O= 50 500 500 500 210 SZ Q 55 250 60 285 65 700 700 700 325 70 365 September 2016 Chapter 5 Page 86 2011 Edition Operations with Moving Flagger Stations Diagram 325 Diagram 325 covers work activities that move along the road intermittently and involve frequent short stops. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers shall be stationed for the best visibility for the situation and within sight distance of the active work space except at curves or crests on the road. 4. When the Flagger is more than 1000 feet from the"FLAGGER NEXT MILE" (CW20-7b) sign, intermittent cones shall be placed on the shoulder, as shown. 5. Flaggers are required at each end of the work space if any of the following conditions exist: a. Night operations, or b. Work space is over 200 feet in length, or c. Sight distance is less than 750 feet from each approach through the lane closure, or d. Traffic volumes are greater than 400 ADT. 6. The length between Flagger Ahead signs shall not exceed one mile in length. 7. Extended Traffic Queue signing (as shown on Diagram 5-4) should be used when the line of vehicles (queue) stopped at the beginning of a work zone extend beyond the ROAD WORK AHEAD signs. 8. When flagging near an intersection, the Flagger Ahead sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead signs may be placed on the side road(s). 9. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should be considered on high volume or high speed roads, or when extended queues may be expected. Chapter 5 September 2016 2011 Edition Page 87 Operations with Moving Flagger Stations Diagram 325 ROADA Sign Spacing and Buffer Lengths(feet) WORK Posted Spacing Between Signs "Buffer" AHEAD A Speed A B C Space ONE LANE C: 20 50 (Optional) ROAD ,-__ A 25 100 100 100 75 AHEAD •� 1 f 30 100 BE PREPARED _ - 35 350 350 350 125 TO STOP/ B 40 150 A T 45 180 • A 50 500 500 500 210 NEXT • 55 250 MILE I _ A 60 285 A • 65 700 700 700 325 Variable Location Ti70 365 Work Space T EN Protection Vehicle w/TMA(both Optional) See Chapter 4 I_1 INV Buffer r • •. Cone taper optional 1 mile .. • maximum • TirVariable Location Al- z_ • NEXT Intermittent Cones I . AT T MILE A • 4 BE A PREPARED', —T- VA TO STOP I B BONE ROADE (Optional) 1 t 'ori'/ AHEAD \\OAD \ WORK AHEAD \_.i September 2016 Chapter 5 PHASE 1 SHEET INDEX No. DESCRIPTION TIGARD-TUALATIN SCHOOL DISTRICT 1 2 COVER STANDARD LEGEND FIBER PLACEMENT 3 TRENCHGENERADETAISAND TYPICAL TRENCH DETAILS 4 STANDARD DETAILS CONTACTS TIGARD, OR 5-9 HIBBARD ADMIN.CENTER TO SW 72 AVE FATBEAM METZGER E.S. 10-36 U.G.AND AERIAL BRUCE HATHAWAY '&61SngOlon Swore 0 SENIOR ENGINEER 37-38 METZGER E.S. 2065 W RIVERSTONE DR.SUITE 105 CHARLES F.TIGARD E.S. 0 COEUR D'ALENE,ID 83814 THOMAS R.FOWLER M.S. - V P Nctr`L 35A,39-51,58 U.G.AND AERIAL PH:208-758-7055 MARY WOODWARD E S. Il CELL:208-771-9204 52 CHARLES F.TIGARD E.S. BRUCE@FATBEAM.COM I.TVIak• : } 53-59 U.G.AND AERIAL SHANE STARVOS +r Pali "'*-.,,, CY) HIBBARD ADMIN.HUB PROJECT MANAGER 60-61 THOMAS F.FOWLER M.S. PH:208-758-7022 CELL:208-626-339462-70 U.G.AND AERIAL SHANE@FATBEAM.COM • 1� TEMPLETON E.S. 71-72 MARV WOODWARD E.S. LYON COUNTY SCHOOL DISTRICT ei T ALAN MEDIEROS 73-109 U.G.AND AERIAL IT DIRECTOR ` PH:775-463-6800 ,.es.Tigard TIGARD H.S. 95-97 DURHAM E.S. AMEDIEROS@LYONCSD.ORG DURHAM E.S. a ,� lake 0/VIEW 98-102 U.G.AND AERIAL JIM GLEASON 61Meta eM nide- JIM t a• wa ,yw- OPERATIONS&MAINTENANCE SUPERVISOR r.•Kr ��� 103-104 TIGARD H.S. PH:775-463-6800 EXT 10242 CELL:775-302-7007 wa.m� 7� 105-112 U.G.AND AERIAL ATCO COMMUNICATION SERVICES,LLC ...oh spa 113 REMOVED FOR CLARITY SCOTT HAEGER King City PROJECT MANAGER _ 114-115 U.G.AND AERIAL PH:360-563-9000 ""' 0 67'w tirl SCOTT.HAEGER@ATCOTELECOM.COM r' : 116-119 DURHAM E.S. Q N'� 1O0i r ,° 120-150 U.G.AND AERIAL ATCO COMMUNICATION SERVICES,LLC SUSAN LEWIS Sr 1.44+Ad SENIOR ENGINEER 150A TEMPLETON E.S. PH:503-730.1919 .,..m,+ SUSAN.LEWIS@ATCOTELECOM.COM 9151-152 Rrcrq'.'.a 151-152 U.G. U , .v ! 153-170 CITY OF DURHAM CONDUIT 0 e,_yago.l Tu4141n E�ementtl•$C'YJC� 171 REMOVED FOR CLARITY A,Taal a 172-181 CITY OF DURHAM CONDUIT �#M ew.a,.~Et .nlary S^Sod n..,.-•,W:14 ��•poh,,,,,. .....' K 182-225 U.G.AND AERIAL Yq was / TUALATIN HIGH SCHOOL 226NO TUATATIN H.S. NOTE: 'U.G:=UNDERGROUND VICINITY MAP AERIAL ROUTE NOT TO SCALE UNDERGROUND ROUTE • • •• 0 THIS DATA IS EXEI•T FROM TWN: 20N PHASE 1 DIAL OR-TIG-C1268 • • • DISCLOSURE UNDER RE OREGON SEC: 13,14811 • *lite . FATBEAM PUB�RECORDSLAW PURSUANT 1N1 RNG: 24E FIBER PLACEMENT SHT ••%.••.• 2065 W RIVERSIDE DR, TO ORS 192.ARD IS NOT TO BE :.:. SUITE 105 DISCLOSED EXCEPT IN 1 DSNR: SL CALL LOCATE COEUR D'ALENE,ID 83814 ACCORDANCE 1111}I THE THE ORFLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU RJBJJC RECORDS LAW'ORS DRWN: DP/LS/CS fatbeam 192.410 THROUGH 192.505. SCALE:NONE DATE: 08-30-19 TIGARD, OR DIG OF 226 1 co CD PDI N N N O®®®I N[ • ooE © ®® ❑ e 1 1 AO `O t } 16 O( ) ! U w k � 4 ; ; Q � d � CO8La id � o 6 <Ighhhhhh h h 1 i 1 1;11 1 MI i 1 I i! o lg a Um d 1- z W Z Gib. ❑ ■ •® OQEin®ZDQ33o -Oz 9EaC WBflnEl ID 9g00e ® rWP W0 J O E Q J D � 1 011Ho : 11 it11114i-0 " i aCe0 ~ # i LT 0p I % � � U � o � m 2 P 'A' W K O LL t 0 W Z 0 Z w t EI E 1 0 b n1l3 hgrEggl I V' .logge!:di XiEgi; b E k 1 € Dag r iiiilibisalWirk` ce z Z wm-Z ww • S 1 QQ ED C bb E t( 0 WORT CaO@gQ5E ¢ P2gg i u Ce Cu N 0 U , N 1 laq � ! it • E F Vidalliiiiil 03E41111/ill k c k "c k k k r tt @ a : 0 9 e rs a -I--' GENERAL NOTES REPLACE WITH 12' 112' MIN. NATIVE TOPSOIL. RESTORE TO EXISTING 6' MIN. DEPTH OF 1' HOEN L CALL UTILITY LOCATE AT 811 72 URS PRIOR TO TRENCHING DIGGING. CONDITIONS OR DIA. CRUSHED ROCK 2. THE EXISTENCE AND LOCATION OP ANY UIDERRURID UTILITY PIPES OR BETTER, STRUCTURES MINN ON THESE PLATS WERE OBTAINED BY FIELD INSPECTION AND A . •;�;';�- SEARCH OP THE AVAILABLE CITY[R COUNTY RECOEDS.SINCE THE ACTUAL LOCATION '.'. • ._.-.._ AND NATURE OF THE UNDERGROUND FACILITIES MAY DE SOMEWHATo" EWHAT DIFFERENT FRIN MAINTAIN 95% THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY PRINK TO EXCAVATION MAINTAIN 95% COMPACTION OR i COMPACTION OR & THE RICH- -VAY SHOWN HAS NOT BEEN SURVEYED OR TER RIGHT-OP-VAY GREATER & BACKFILL LOCATDN IS ASSUMED WITH REFERENCE 70 RCM DATA SOURCE MATERIAL. GREATER & BACKFILL x PER JURISDICTIONAL I CONTRACTOR 70 VERIFY ALL RIGHTS-IR-WY AND/O2 EASEMENTS PRINK TO PER JURISDICTIONAL STANDARDS AND CONSTRUCTION STANDARDS AND 4. FOR ACTIVITY.TEST AVENTILATE MAOLE/UTOITY VAULT 10 a ON UAND M SPECIFICATIONS w SPECIFICATIONS PRDIR TO ENTRY,PLACE YARNING DEVICES AND WORK AREA PROTECTION AS REQUIRED, AND EYE AND HEAD SAFETY PROIDN TECTPER FEDERAL,STATE,AND LOCAL REGULATIONS. PROPOSED PROPOSED S. ALL EXCAVATINI,TRENDING,MID SHORING IS TO ADHERE TO TIE COMM DUCT DUCT FEDERAL REGULATIONS(CFR)I9P6650 SUBPART P ., PROVIDE ALL PITS WITH l'41'SLOPE AT OE END OF EXCAVATIO(FIR TECHNICIAN INGRESS/EGRESS. 4' MIN. 4' MIN. BEDDING U. EXCAVATED SPOILS ARE TO BE NO LESS THAN 24'FROM EDGE OF PIT OR BEDDING .. BARRICADE ALL WFN PITS AND TROEHING FON PUBLIC SAFETY.ALL BARRICADES TYPICAL TRENCH MUST BE EQUIPPED WITH FLASHING LIGHTS FOR NIGIT VISIBILITY. TYPICAL TRENCH d FOR PITS GREATER THAN 4'IN DEPTH,USE APPROPRIATE SHORDIG FOR NOL DETAIL STABILITY. UNIMPROVED AREAS DETAIL TE TRENCH COVER TRENCH IS TO BE roDPC TA'N TIM CMID OVER Dpi DEWVELUWES AREAS DEBRIS, p�DS NTS GRAVEL STREETS MINDUI OF 48'OF COVER IN UNDEVELOPED AREAS(ART VARIANCE FROM THESE NTS STANDARDS WILL K SPECIFIED ON TIE PLANS), 7.RESULT IF�ITs �1 SSHHAALL LANDSCAPING RESTORED REMOVED, CO/DITIEN DISTURBED,OR IAS TER SAWCUT EACH SIDE OF TRENCH IN ACCODNCE WITH.ARISDICTIOIAL AEPCY STANDARDS AID SPECIFICATIONS. WIDTH OF TRENCH - SAWCUT 8. NORMAL/GUIDED-BORING METHOD REC.OMENDED NEN BORING REPLACE ASPHALTWIDTH CONCRETE PER 46' 12' 6' 12' OR LESS 6' MIN. 9. ADHERE TO AIRTIGHT NL HT GUIDELIES UESS OTHERETIED. JURISDICTIONAL RWISE rED. I GREATER THAN 12' 12' 10. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JUOSDICTOBIAL AGENCY(S). STANDARDS AND MIN. SPECIFICATIONS. 3' MIN. ILLLLOCAL FACILITIES TO K TESTED PRIOR 7I BEGINNING VON PER STATEAND WOW/AWA 12. ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO K WITH APPROVED MAINTAIN 95% YARNING DEVICES MID PLACED PER STATE DEPARTMENT OF TRNISPORATD)I AND/OR COMPACTION OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS MID SPECIFICATIONS.IFREQUIRED, GREATER & BACKFILL PERMITTING AAGENCY.CPR�TSO DEMNNI VIRK,PERMITTING PLAN SHALL BE AGENiCIETO THE ES MUST BE PER JURISDICTIONAL I NOTIFIED 48 HOURS IN ADVANCE W COISTRUCTEM ACTIVITIES. STANDARDS AND a 13. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL KMAINTAINEDSPECIFICATIONS W AT Al TOES.AS NECESSARY.TEMPORARY PEDESTRIAN CROSSWALKS TWD WALKING (a AREAS SHALL K PROVIDED AND MAINTAINED PER STATE DEPARTMENT OF TRANSPORTATION I AND/OR PUBLIC WOWS EMGIIEERING DEPARTMENT STANDARDS AND • T PROPOSED 14. THE FOLLOWING FEOTAGES ARE ESTIMATES.FOITAGES TO BE VERIFIED PRIOR TO DUCT PR CONSTRUCTION • 13. PLACE FIBER TAG AT EACH PILE/VAULT LOCATDN/SP.ICE CASE. 4' MIN, 16. BOND AND GOURD TO NEUTRAL AT EACH AVAILABLE LOCATION BEDDING rem TYPICAL TRENCH CONTRACTOR OR HIS AGENTS SHALL NOT ENTER OR ENCROACH UAW PRIVATE DETAIL PROPERTY WITHOUT NOTIFYING THE PROPERTY OWNER A MINIMUM OP 72-IC RS IN ADVANCE OF ENTRY.NOTICE SHALL BE IN PERSON ER BY MGR HANGER IF INNER IS ASPHALT SURFACE TOT PRESENT AT TDE OF PHYSICAL VISIT.DDR HANGER SHALL NOTIFY PROPERTY INNER If THE CONTRACTOR'S WJE,PHONE NUMBER,AND NATURE OF ENCROACHMENT NTS MID WONT TO K PERFTBCED 63 e • THIS DATA IS EXEMPT FROM EE" PHASE 1 DIAL OR-TIG-C1268 ..•:.• FATBEAM P LDISCLOSURE UNDER AW RNA FIBER PLACEMENT 8 sI IT ••••••• 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE 3 ;!��� SUITE 105 DISCLOSED EXCEPT M DSNR: SL 1 1 CALL LOCATE COEUR D'ALENE,ID 83814 ACCORDANCE BA,H THE OREWN FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU - PUBLIC RECORDS LAW,ORS DRWN: DP/LS/CS 192410 THROUGH 192505. SCALE.NONE DATE: 06-30-19 TIGARD, OR DIG OF 226 atbeam — Fxtrivia mot TYPICAL DETAIL SMALL VAULT SMALL VAULT 2036)04 ASSEMBLY TYPICAL DETAIL LARGE VAULT TER 22 33,750 LB LOAD RATING LARGE VAULT 30X48X30 ASSEMBLY 4 TIER 22 33.750 L8 LOAD RATING ! I �' TME O `•, ^40^ �. 48" MIN. DEPTH I .%. TO TOP OF r-'IP a::Kv,a- �. ,I UM I� 1111 /may 1#04 "PsI rj /// -COYPa EU.901 ___—nb^E DI%T I ----FlNE: CABLE 1 GUY HOOK 6OLTED CONNECTORS II "UTIUTY VAULT" DEAD END GUY GRP 1,0"-=11. -,------------ COL CABLE IN EACH PULLBOX �r1 l 724'DEPTH OF VAULT GUY STRAND i •SLE 'AMP II Idly; ! ,,—CONDUIT AS SDECIFIEr 11-u_4:if Y4 .1 Lf i=u-n-I-I-n-u- ' n n „..,..„,„=„__,.,=.„ ` . . _ .. . \,448" Mr,/�:.l, ��;-=Ti_n-� 45'-60 UNLESS •Mi. �T 7 NOTED OTHERWISE TYPICAL DETAIL / i CONDUIT DISTANCE FROM VAULT TO POLE WITH 48' SWEEP DEAD END DOWNGUY SHALL BEEQUAL ORGREATER \-TRI''LE EYE ANCHOR ROD THAN BURIED DEPTH OF THE POLE / \ TYPICAL DETAIL AERIAL/UNDERGROUND TRANSITI::'1 (ANCHOR • :�• THIS DATA IS EI�WT FR011 '�" PHASE 1 DIAL OR-TIG-C1268 ••••• FATBEAM DIS0.05URE UNDER Rf OREGON SEC: 81 1 • PUBLIC RECDRDS LAW F11R51)ANT RNG: FIBER PLACEMENT s HT 2065 W RIVERSIDE DR, TD ORS 19Z AND IS NOT TO BE CALL LOCATE sot..• SUITE 105E.I DISCLOSED EXCEPT M DSNR: SL TIGARD-TUALATIN S.D. BEFORE YOU �: " COEUR D'ALENE,ID 83814 ACCORDANCE MRi��" FLDR: SL PUBLIC RECORDS UW,ORS DRWN: DP/LS/CS DIG OF 226 192410 T}K1W 1192505. SCALE:NONE DATE: 08-30-19 TIGARD, OR fat�eam �'" / / MATCH TO SHT 54\ " �' �j OLE INFORMATION: �/ PGE42068 e PGE#1781 y : 1011. SC21.02B C21.02B/50':CL3:'89 45':CL4:'95VZ272106 VZ34442 <c' \"PN-28'8" PN-27'4" \ MSEC DL-27'5" SEC-27'0" pQ �/ �� / 10095 <::: :>< INS SL DL-25'10" SEC DL-26'3" SIGNAL LINE-25'1" ST LT DL INS-24'3" -\ N. INTEGRA-21'4" COMCAST-21'11" \5��Ak f� ��P/ 4© COMCAST-20'1" TELCO-19'10" - 12660 FATBEAM POA=22'a ,FATBEAM POA=22'11" COQ�a ® 10140 • `�CCOGUIT Fop Gj PGE#1701 ® PGE#5654 10025 //( /C21.026 C21.02B RACE K `� / 45':CL4:'90 45':CL3:'02 �' p 40', " VZ34436 'VZ252710 1U12U CPN-30'0" PN-30'2" ,' SEC DL-29'3" SEC DL-29'5" ��O �Pj� COMCAST-23' A-24'4" CO CO-21'22'11"DE 4 12 1 `G.a`\s \� COMC5" TELCO-21'9"DE (y TELCO-22'0" ATBEAM POA=23'11" V (y FATBEAM POA=25'4" LACE DG TO EXISTING TRI-EYE , PLACE NEW ACHOR AND L=12' / 4Q i pN�ST. GUY 1=12'E //L 411* ���PGE#1780 O 12805 p<6'.. Q `\40' Fop C21.02B O �„�`O �r FATE”!af 45':CL4:'90 12802 4 `' r ,� p,,,, %,`0 VZ252711 O ^1 �w MIKAN TO RICE / PN-29'11" / � E.RAM a `\ SEC DL-28'10" COMCAST-20'7" 10 O O.\ A. ,\ TELCO-19'4" FATBEAM POA=21'7" a \ o ATTACHMENT LEGEND j� 2 ����oo��ffCC ,SCI �4C1'v STRAND 6 ADSSTTDDE \ Kv.1./ �P •/ tit STRAIGHT ATTACHMENT �e0 \` S� ATTACHMENT ADSS 21-45 \ \ 7N> <1\\\\ )) _ /, STRAND DE DEGREE ATTACHMENT 12820 ATTACHMENT ATTACHMENT #// 1\N \QO STRAND DDE Q8 O ISTINGHNOTE: \\ ATTACHMENT EXISTING BRUSH IN BETWEEN ��,��� STRAND 21-45 ANCHOR& POLE SPANS.TRIM 9 / 24��q O DEGREE GUY TREES AS NECESSARY. ®©1y5~� 960 ATTACHMENT 10 DOWNGUY ADSS DE CHARLES F.TIGARD SEE CONNECTION TO 52 . m ,$) 0 ATTACHMENT 11 200'SLACK LOOP \ ELEMENTARY SCHOOL CHARLES F. TIGARD Aill > ELEIAENTARY SCHOOL MATCH TO SHT 52 / 9930 • . TW": 2S PHASE 1 DIAL _ :ilk DISa05U Il1DER /\ SEC:1,2.12,13.24,25,26,35 OR-TIG-C1268 . .. • FATBEAM PUBLIC RECORDS LAW PURSUANT INI RNG: SL FIBER PLACEMENT CALL 811 _ 11 SHT 5 3 • ••„•• 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT 10 BE "�• COEUR D'ALENE,ID 83814 EXCEPT N - -1 .. ACCORDANCE TAN 1FE OREGON O 3U so FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU t(� 192410 iFiROJGI 192.505. DATE: DP/LS08-30- 9 DIG OF 226 rV1�rr�r�A1 SCALE:1"=60' DATE: 08-30-19 TIGARD, OR I a _/ � in ___ () i 1 -i— L--, • z 12505 O .ob ` EOP`� i 10260 s�Z -Ioa ----- 4---_________1 CP, po a � \�-25' Raw D�sfo� OP S� F 12530 125]5 4* °Q 0�-� \ Fop ; °Q�PJQ' 12550 � e p � �� , 10162 / 4 I* QQ / �O °Q ATTACHMENT LEGEND �_ Gj� ;. 10360 �� 12570 1 STRAND Q ADSS DDE :<' STRAIGHT ATTACHMEN1-45 T 25' ATTACHMENT 11".........__—// \ 2 STRAND DE DEGREE \'\ 10330 F p �AT�„sow ATTACHMENT ATTACHMENT a=BUR 1 5 STRAND DDE Q OVERLASH 1 Q\ - % 'N' ATTACHMENT EXISTING N STRAND 21-45 Q ANCHOR& \ / , 35 \ \4,-,,, DEGREE 9 GUY ,\ /� ATTACHMENT 10 DOWNGUY ADSS DE ,� E, \ <b„, ATTACHMENT 11 200'SLACK LOOP Op \ NOTE: 12<J60 /� ��Q / S�� \ BRUSH IN BETWEEN % �yJ \\ POLE SPANS.TRIM /�Q�'� 0270 ��N�, TREES AS NECESSARY. 4/ilk.., .0215 412604 .. NN, °Q `'�Q ° zs 1/'95 12655 N04, 10250 \ /./1::;\\, �, /� /./S: 10230, /' MATCHTO SHT 53 TWN: 2S •; / / I i i I..) Nillailli----I O/�y� oi / 1p,`� i' II /. 15' Wo V \ EOP S/ty ,,;\ RnN /`' 12440 25 `� .. N \, o/ ------7- SW w4CNUT ST "+14V ~ \ \—" ® FATBEAM BORE J/ CONDUIT 1 \\*Ns.: ' 27' \ PLACE FOC 96 822' EOP a( 10495 4/14, 8' \ 125' y w. b "'' ,. o O . FRONTIER POLE 25, 76' /W *281074 s',1,, \ \ ' we ♦, 10' EOP \oxAb %`� 10610 FATBEAM BORE 1 (1) 2' SDRII In j PLACE FOC 96 ?CONDUIT ? 25 50' I— S/„/ 2115' 1 R/IM _ � y V 0 s I- ``• Q ./////////////1 ,,,,,,,,21 : \ '\\:\ I . . MATCH TO SHT 57 fi \ \ IgA +`+ 1r ( y I \ . \ ma *, 10645 6''`+\\ 60625 ti 0 \ ,, by Lu sISI Ni? TRAFFIC ISLAND ```, ~ D/iy yam. \ , N o FATBEAM BORE ti^ + Q) 2' SDRII ,v,, CONDUIT �it,,,,, PLACE FOC 96 y 4 822' \ 0:41,19,,,,, \ \ ''"'''---..._......................„ !�i•,r c S/1„,, 45' ------- R/W, 12.5' S/ ~ s_/ EOp in 25 � H 10675 / INK, gWUT� \ O ,H _ - /W ECR CLQ Q W Z 3 _ O D_ V a IOW I / _ TWN: 2S •:„,••• UNDERSCLOSURE THE , /\ SEC.1,2,12,13,24,25.26.35 PHASE 1 DIAL OR-TIG-C1268 • .•.. FATBEAM P11t�1JC� 1AW11WT �N/ RNG: 1W FIBER PLACEMENT 811sHT •::••.I. 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE ..17%,•:::,+ SUITE 105 DI50.0S0)DICEPT M DSNR: SL CALL LOCATE 56 l TCOEUR D'ALENE,ID 83814 AC RECD THE OREGCN LAB'CRS o 0 20 FLDR: SLPUBLITIGARD-TUALATIN S.D. BEFORE YOU Q+ C1tY1 792410 I) JBl 192.505. DRWN: DP/LS/CS {. SCALE:1"=20' DATE: 08-30-19 TIGARD, OR DIG OF 226 o MATCH TO SHT 58 ay wA (kir St. n \ `c0" TRAFFIC ISLAND I OW Z 721' wl" 3 �� \ 42' 3 n N O ® Z (%0„,, © w W FATBEAM BORE KIM 50' \ © 7 �1 (1) 2' SDRII q I CONDUIT -$ n PLACE FOC 96 \ \ ® � I � 622' 4' \ \ i' •.-WALK SIGNAL Fla C Oar, \\ \ , q W1��'ti, SSU•*. , \\ . \ .5.# \ I •• \C MATCH TO SHT 56 '1 •• .• DNS DATA IS DF]PT FROM TWN 2S PHASE 1 DIAL OR-TIG-C1268 i • • , DISCLOSURE UNDER DE OREGON SEC.1,2,12,13,24,25,26,35 • •• • FATBEAM PUBLIC RECORDS LAW PURSUANT I ' RNG: 1W FIBER PLACEMENT 8 SHT ...• .•• 2065 W RIVERSIDE DR, TO CRS 192,AND IS NOT TO BE •f:'S • SUITE 105 DI OSED EXCEPT M �� DSNR: SL CALL LOCATE •t'•• COEUR D'ALENE,ID 83814 ACCORDANCE N11H TME OREGON o io 20 FLDR: SL TIGARD-TUALATIN S.D. BEFODRE YOU OFIG ^^^ t M PUBLIC RECOIN)S LAW,ORS DATE: DP/LS/CS 1111•J� 192.41011iROlKi1192505. SCALE:1"=20' DATE: 08-30-19 TIGARD, OR j MATCH TO SHT 51 ?Tv_ ATV_ H Q. e, FATBEAM BORE CI) 2' SDRII G. CONDUIT ,,, PLACE FOC 96 1050' 1 1 15' 1 6' 35' 4 56'RAW FATBEAM PLACE ! ` 3#9° I 24'X36' H.H. z2 3 6 THOMAS R. FOWLER MIDDLE SPLICE RR 6'A8' 2, k SCHOOL FATBEAM BORE SIDEWALK ""'"""^"^^" (1) 2' SDRII PANEL '"^"^""^`^! CONDUIT w PLACE FOC 96 a 1050' COM1 A, „„, ^„ .,,,., „ ^„ ^„ ..,, ,,.... ., ^„ ^„ .,, ..,,�„ ..,.,, ^„�„ „ "S „ .^•• '' —4'1 1 10' U � siw © 9 siw C., COP 01 I '\- FATBEAM BORE t 21 \ (1) 2' SDRII IP CONDUIT �, y ® ® EOPPLACE 822'C 96 0— A, -42'- — © O CJ ct 40,07. 2 sr a EOP O TRAFFIC ISLAND I W I \ v 11 [____. 3 MATCH TO SHT 57 I2, N • TWN: 2S • .• IBIS DATA IS EXEMPT FROM PHASE 1 DIAL OR-TIG-C1268 • • ••• SEC:1,2,12,13,24,25,26,35 • ••••• • FATBEAM DISCLOSURE ms,µ iN/ RNG: 1W FIBER PLACEMENT 81 I SHT R •.•• 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE CALL LOCATE ...IA •�*� SUITE 105 DISCLOSED EXCEPT M DSNR: SL 5 V ti� ”' COEUR D'ALENE,ID 83814 •ACCORDANCE WH THE OREGON 0 10 zo FLDR: SL TIGARD-TUALATI N S.D. BEFORE YOU PUBLIC RECOFmS LAW,ORS DRWN: DP/LS/CS fatbeam 192.410DROI1GH1925D5 SCALE 1"=20' DIG OF 226 DATE: 08-30-19 TIGARD, OR MATCH TO SHT 706A THOMAS R. FOWLER MIDDLE SCHOOL P W W ........................................................................,............,,...,.......,.,.,.,......,,,...,.......,.... ....,..,,.,......R�.l..,...,.,......r .,..,.....,....,...........,,...,,,..,,.,........,...,,....,....,,...,. _. .._..,..,.,,..,,.,..,..,.,.,,...,....,...,,,...,.,,...,,...„,.......,.,.,.,.,...,.R,...,. mr 9 s/\./ 10 P /W COM�'�C 9 S/W P CoI o 1111111 IIiiI co I— FATBEAM BORE 21, 11, Z OD On CONDUIT 11 0...-7. I 1050' 60' N O — — — — 42,R/w SW WALNUT ST — — — — -RAI 0 _ I U (.) I—Q ~ 2 Q EOP ' . ___R/W ------....�--- 1 1 J '•▪ .• TMS DATA IS D�MPT FROM SEC 12 PHASE 1 DIAL 81 i I OR-TIG-C1268 •• FATBEAM PUBLIC RECODISCLOSURE RDS LAM PURDER 1HE SUANT IN/ RNG'2 1 W3,24,26,26,35 FIBER PLACEMENT SHT .:• ....•• 2065 W RIVERSIDE DR, TO CRS 192,AND IS NOT TO BE •tiS •.• SUITE 105 DrsaoSFD EXCEPT IN 1 DSNR: SL CALL LOCATE 59 ACCOFUC RECORDS LA CREDON o 0 20 FLDR: SL TIGARD-TUALATIN S.D. BEFODRE YOU OF 226 COEUR D'ALENE,ID 83814 PUBLIC RECORDS UN,ORS IG 1924101FROlNi1192505. DRWN: DP/LS/CS f Qt�QQ SCALE:1”=20' DATE: 08-30-19 TIGARD, OR MATCH TO SHT 61 ' THOMAS R. FOWLER MIDDLE >o SCHOOL I FATBEAM TO OVERIDE EXISTING 3' EXISTING 3' TELCO 10975 TELCO TO CONDUIT TO BUILDING. BUILDING PLACE FOC-12 225' FATBEAM PLACE 24'X36' H.H. OVERSET EXISTING 3' TELCO CONDUIT FATBEAM PLACE (1) n rn n 0 2' SDRII CONDUIT + + o o + PLACE FOC 12 FATBEAM PLACE 5' 24'X36' H.H. SPLICE COM D/W ❑ R/W D/W �``' F:/MI i)u,., 10;, V©I 10'.,,, ..,,...,,..,,,..,, S/W I P //COM 9 COM®c 6' S/W I�II�I�II�I 1COP rnm I o I F TBEAM BORE N FATBEAM BORE c u. (1) 2' SDRII i1 CO 21' (1) 2' SDRII + + CONDUIT CONDUIT PLACE FOC 96 F- f- PLACE FOC 96 1050' I 2 1336' Cl) N 42' 60' 42' — — — — 0 O — — R/VI- SW WALNUT ST — — HI I V Q ,2 EOP EOP R/W . R/W I 1 i • •• NS DATA IS E10MPT FROM f\ SEC 25 PHASE 1 DIAL 81 1 OR-TIG-C1268 • • ••� DISCLOSURE U1 THE OREGON SEC:1,2,12,13,24,25,26,35 ••••• • FATBEAM PUBl1C RECORDS LAN PURSUANT lNr RNG: 1W FIBER PLACEMENT SHT 2065 W RIVERSIDE DR, TO ORS 192 AMO IS NOT TO BE 60 e..:.-...:• 1 DSNR: SL .•:. SUITE 105 DISCLOSED EXCEPT m CALL LOCATE COEUR D'ALENE,ID 83814 ACCORDANCEP U DAWN DP/LS/CS OREGON 0 10 20 FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU fatm 192.410 THROUGH 192.505. SCALE:1"=20' DATE: 08-30-19 TIGARD, OR DIG OF 226 10865 THOMAS R. FOWLER MIDDLE SCHOOL MDF LOCATED ON 2ND FLOOR. _-_-_.- LEAVE 200' COIL AT SCHOOL. 7' TO MDF CONSTRUCTION. FATBEAM LOCATE VERIFY ROUTE AND PROVE CONDUIT FROM H.H. TO MDF. EL 3'TELCO 6 FATBEAM TO OVERIDE EXISTING 3' TELCO CONDUIT TO BUILDING. PLACE FOC-12 225' 11015 109Th \_-_------\ MATCH TO SHT 60 : .•_ . THS DATA S EXEIPT FROM SEC' 2S PHASE 1 DIAL OR-TIG-C1268 • • . SECa,2,12,13,za.zs,zs,3s • FATBEAM PUBLIC RECORDSDISCLOSURE LA OREGONDER DIE UNI RNG. 1W FIBER PLACEMENT 811 s H T ...••„•• 2065 W RIVERSIDE DR, 10 ORS 192.AND IS NOT 10 BE 61 `�.;••,• SUITE 105 DISCLOSED EXCEPT N 1 CALL LOCATE y� � COEUR D'ALENE,ID 83814 A!MC CE MTH/HE '” o 10 20 FLDR: SL TIGARD-TUALATIN S.D. BEFODRE YOU OF ^^^ atheam 192.410 THROUGH 192.505. DATE: DP/LS/CS 226 SCALE:1"=20' DATE: 08-30-19 TIGARD, OR TIGARD-TUALATIN SD 233 Z '0 N iF- in H ') + + + el lel N N Q SCHOOL 3 D/W ® 0/W R/W n ' (x1R/W n R/W E 6' S/W E ❑E S/W 6' I /1 Q S/W A QC; M llllll w w — c to co FATBEAM BORE 21' 1 (1) 2' UCONDUITI— I I PLACE FOC 96 CO 1336' — 42' 60' — SW WALNUT ST — — — — —0- -F-— — — R/IY — — — — I _ U U I- — Q Q — — EOP FOP -R/W— —_ R/W— R/W 1 11100 ! I 11130 j • TWN: 2S • •• NIS DATA IS E7�11PT FROM OR-TIG-C1268 ••••••• DISCLOSURE,,, /\ SEC:1,2,12,13.24,25,26,35 PHASE 1 DIAL • •.•.. .... FATBEAM PUBLIC RECORDS LAM PURSUANT �N, RNG: 1 W FIBER PLACEMENT 81 s HT •::••••:. 2065 W RIVERSIDE DR, TO ORS 192.AND IS NOT TO BE 62 ti{! oSUITE 105 A EXCEPT o SNR: SL 20 FD DR: SL CALL LOCATE 11 COEUR D'ALENE,ID 83814 %,�,�REIMS LAW' TIGARD-TUALATIN S.D. BEFORE YOU atom 192410 THROUGH 192505. DATE: DP/LS/CS SCALE:1"=20' DATE: 08-30-19 TIGARD, OR DIG OF 226 TIGARD—TUALATIN SD 233 II21 FATBEAM BORE (1) 2' SDR1I CONDUIT PLACE FOC 96 1336' we i IN 6. 1211 - Tr 111111111 mini • " � IO I— I— 21' I 2 CO o _ 42' 0 _ - — _ SW WALNUT ST _ = = U V Q Q 2 2 FOP EOP (......... --- LU ---`-- R/W R/W--________...,..:\\\l''N Q 2 N ,1 V) I I 1 i 1 V '�"": 23 PHASE 1 DIAL 81 1 OR-TIG-C1268 O t THS DATA IS E)�NPT FR011 q • ••� DISCLOSURE Ulm THE OREGON SEC:1,2,12,13,24,25,26,35 •••ON • FATBEAM PUBUC RECORDS LAW PURSUANT 1■Vr RNG: 1W FIBER PLACEMENT SHT 63 ..•..•• 2065 W RIVERSIDE DR, TO ORS 192.AND IS NOT TO BE .. • 1 DSNR: SL CALL LOCATE SALENE,I ° °�DOST" TIGARD-TUALATIN S.D. BEFORE YOU ti••••3 COEUR SUITE E,ID 83814 ACCORDANCE NIDI TH OREGON o 0 20 FLDR: SL • 192,'...... 192-505. DRWN: DP/LS/CS DIG OF 226 f Qtwa SCALE:1"=20' DATE: 08-30-19 TIGARD, OR el I 11345 �\. .� o O 11420 \ •••4 CD cv + 03 0 til + D/w O 4 ©I -- Y1\YY\\\\Y\\YAl\l1Ml\YN{\Y\\\\Y!\YYn'.lYl\YM v�wy�y� �Y�e\w •+' IF 1 V �I PiSi ••uu..wvuuuuo'+o•.rwou•+ COO GDM `I �' �� \uY 6woolFATBEAM BORE 00ouY 10' 0 •+`•YYY� (1) 2' SDR11 el too YM •.0\\\\\\ CONDUIT H .RAW 00\01" \ YY \Y \\DTIII\ PLACE FOC 96 _ _ 60 y 1336' — R/W p 1— 2 21' a I-- SW 1°1/41°1. AEN CO ST N —\----- O _. 62'---42' R/W ----R/W- --1--- Q -- R/W — 1. 11320 • TWN: 2s �� • •:•• NIS DATA, ,;, /\ PHASE 1 DIAL OR-TIG-C1268 • ,•• FATBEAM SECa,z,12,13,2a,2s,2s,95 PO OR RECORDS LAM PURSUANT �N/ RNG: 1 W FIBER PLACEMENT 811 S H T ▪ ��: 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE• CALL LOCATE 64 �{1.�• SUITE 105 DISCLOSED IXG4PT•M �� DSNR: SL fotbeam COEUR D'ALENE,ID 83814 A PU%1C RECCCORDANCE ORDS uN OR5 OREGCN 0 =0 20 DL TIGARD-TUALATIN S.D. BEFORE YOU 192410 THROUGH 192505. DRWN: DP/LS/CS SCALE:1"=20' DATE: 08-30-19 TIGARD, OR DIG OF 226 // / ,/ 46'R/W 30' 15' ( 12390 12393 O 9 T r. N RRN, 6 wt FATBEIW PLACE �0.10 m © 24'X36' Fill. '" I— ^ EOP FATBEAM BORE j0 "� (I) 2' SDRII = �" CONDUIT En + • ^ EOP PLACE FOC 96 O 40 0,,Oe : 21' 1=36'_ a ,�62'\__ � F .o 42 R AN �• -------------------- WAIN '. EV' ------9W LOP FATBEAM BORE — (1) 2' SDR11 CONDUIT R/W CO PLACE FOC 96 ® 400' ------ --- EOP co __ i- O- -- , -RPN I.- 4. Q OP rn A RIW'- 111111 i 0 •1 O • TWN: 2S • DE DATA IS EXEMPT FRO1A '_ F I N SEG 1W PHASE 1 DIAL 811 OR-TIG-C1268 • • • SEC:1,2,12,13,24,25,26,35 '�•'� 2065WRIVERSIDE DR, TOORS 192.AND ISNOT TOBE 1NI FIBER PLACEMENT SHT ;i'LIA+11 SUITE 105 asa0sm EXCEPT N DSNR: SL CALL LOCATE 5 y'1"' COEUR D'ALENE,ID 83814 A 11TM 0 10 zo FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU fatteom P RF: LAW.CWS DRWN: DP/LS/CS 192410 ECCWIHR01921 192505. SCALE:1"=20' DIG OF 226 DATE: 08-30-19 TIGARD, OR MATCH TO SHT 67 � I i • L---- I I I POLE RISER DETAIL #VZ18421 , —14,— ro 28 FATBEAM TO PLACE r I 2' RISER AND STAND l as 4' PVC OFF BRACKETS -' U525 > 12350 1 0 ,, 0 �\4' PVC 0 N N O� �,. Ill Sei ,_ I !. NOTE. DPN .." A 2 SEE SHEET 67 FOR —�'�0' '.COM 4 (n � EOP AERIAL CONNECTION —.", 0+35 DI`N RM1 I 7 cg Z _ FATBEAM HDRE - " " v`", FATBEAM PLACE U Cl) 2' SDRII 24'X36' H.H.HH _ — a CONDUIT Y l ,.- 21' PLACE FOC 96 `1 a —" ". FATBEAM BORE 35' °�,, CI) 2' SDRII 63— j ""`,�..."''''',..^^"'"'." COP CONDUIT R/W �. E PLACE FOC 96 SW W pLNUT ST 42' — -- -42. OP ----- RAN — _ OP / ,. RAN----------------------" \--------"---------- ,' TWN: zs OR-TIG-C1268 •:: ••• 'DISCL; SURE I /\ SEC:1,2,12,73.24,25,26,35 PHASE 1 DIAL 11 FATBEAM PUBLIC LAW PURSUANT 11q1/ RNG: 1 W FIBER PLACEMENT SHT�••••• 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE 66 .•1•• SUITE 105 DISCLOSED EXCEPT N DSNR: SL CALL LOCATE :::•.......1 �:" COEUR D'ALENE,ID 83814 ACCORDANCE WIN o io 20 FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU PUBLIC RECORDS 1AR.ORS DRWN: DP/LS/CS 192.4t011iROUGH 192505. SCALE:1"=20' DATE: 08-30-19 TIGARD, OR DIG OF 226 QtbeQl"Yl Li —? co H"055 O 12005 11-- _ 11825H E:71 ________ 3 w Q • 11705 12285 = a —SW ANN ST-- —� RAN o:° 0 L-0 fr R/W --28'--_ 96 FDC dn 't;��Q ----SW ANN ST +' _ OP /w LASH 3 r N ---- STRAND -�-- 96 FDC • —28'-- 0 111111111.11.1111111 A _ 12010 STRAND 96 roc c Q �. 28'- 11950 11890 nLII61 1 'FDC _ STRANLASH D 96 �r, �ir.�a—R/W POcE INFORMATION: 11830 1177f) 11710 11650 LA 4/11 `te jo �3g PGE#4431 @ PGE#4433 ® PGE#4435 18421 I J" C21.03 C21.03 C21.03 30':CLS:BT 2+40 ! 1590 40':C14:'60 40':CL4:'60 40':CL4:BT TELCO-21'7" VZ18426 VZ18424 VZ18428 FATBEAM POA=22'7" 3 1 el PN-28'3" --PN/SEC-26'16" PN-25'7" PLACE DG TO EXISTING(2) 0 I �© SEC DL-28'2" ST LT DL-24'7" SEC DL-24'8" ANCHOR 0 ST LT DL-25'3" COMCAST-21'3" COMCAST-22'5" =10'S COMCAST-23'1" TELCO-20'3" ELCO-21'4" TELCO-22'1" FATBEAM POA=22'3" FATBEAM POA=21'4" 1ATBEAM P0A=24' PLACE DG AND TRI-EYE ANCHOR ! _ 8' 0Q 33 PGE#4434 L=10'E ! F- ."({ La ®PGE#4432 C21.03 LOWER COMCAST TO 20'4" ti *5171 C21.03 40':CL4:'60 LOWER TELCO TO 19'4" ATTACHMENT LEGEND 40':C14:'60 VZ18423STRAND 6 ADSS DDE j VZ18425 PN-26'10" VZ18422 I di STRAIGHT ATTACHMENT I VI PN/SEC-28'0" ST LT DL INS-24'7" 30':CLS:BT NOTE: ATTACHMENT d Q ADSS 21-45 I SEC DL-26'2" COMCAST-21'8" TELCO-21'3" BRUSH IN BETWEEN STRAND DE DEGREE 1 ' e ST LT DL INS-26'1" TELCO-20'8" FATBEAM POA=22'3" POLE SPANS.TRIM 2 ATTACHMENT ATTACHMENT 3 28' COMCAST-21'8"ON 24"FGA FATBEAM POA=22'8" PLACE DG TO EXISTING(3) TREES AS NECESSARY. STRAND DOE QS OVERLASH TELCO-20'7" ANCHOR L=10'N I 3 ATTACHMENT EXISTING iii FATBEAM POA=22'8"ON 12"FGA STRAND 21-45 Q ANCHOR& I 12350 C--•-� 11865 11825 11765 ATTACHMENT GUY 119 Q ADSS DE 10 DOWNGUY I oLi NOTE: I ED ' 5 ATTACHMENT 11 200'SLACK LOOP I 0g+b0-- 333 SEE SHEET 66 FOR 11695 11625 I 10 UG CONNECTION il MATCH TO SHT 66 \.,_____------ •• •• • THS DATA IS EXEMPT FRau /\ TWN: 2S PHASE 1 DIAL / OR-TIG-C1268 • • •• FATBEAM PO�BLICCRRECCORDS LAWPURSUARE UNDER THE NT i i RNG:SEC: z 1 W3.z4.z5,zs,35 FIBER PLACEMENT I' SHT .:....•• 2065 W RIVERSIDE DR, TO ORS 192 AND IS NOT TO BE DSNR: SL 67 ".":. SUITE 105 DISCLOSED EXCEPT N 1 CALL LOCATE • ' COEURD'ALENE,ID 83814 ACCORDANCE•1H 1HE DREG I 0 30 60 FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU Qtb '��" PUBLIC RECORDS UW,ORS DRWN: DP/LS/CS V 192.410 THROUGH 192.505. SCALE:1"=60' DATE: 08-30-19 TIGARD, OR DIG OF 226�,�`' ** ' I os ATTACHMENT LEGEND . 1 __„"-._./ / \ �� NOTE: to ®© I VJ1 STRAND Q ADSS DDE SEE SHEET 69 FOR ele = :Ifr-H4t. STRAIGHT ATTACHMENT N ..� - UG CONNECTION N .....E > ATTACHMENT 7 AD55 21-45 \SO �/O STRAND DE O DEGREE 12115 YV THE 1- ',ATTACHMENT ATTACHMENT12110O _ RINE ST �_ = dZq STRAND DDE Q8 OVERLASH V aO ATTACHMENT EXISTING LTS �W- STRAND 21-45\l/DEGREE Q ANCHOR& tnn / < �yii _ O— ATTACHMENT GUY ✓ 12240 , -SW LyNN 10 DOWNGUY 12140 _ .ST ADSS DE 0 12180 15+ 60 ATTACHMENT 11 200'SLACK LOOP 0� 12140 ®©��� _4; _,, •�W NOTE: a BRUSH IN BETWEEN • I .. POLE SPANS.TRIM I „ I ' ®©p TREES AS NECESSARY. 1� LZ 12034 35 12150 *3f5..I , I 12020 I-J --POLE IN ORMATION: 4E PG E #65011 0 PGE#6697 MI •GE#'.29 � PG #4430 C21.03 C21.03 C21.03 C21.03 C2 O I - BT:BT:BT ; 45':CL4:'78 45':CL3:'07 "".40':CL4:'72 VZ5207293 ' VZ507292 V1310174 VZ18427 14}37 PN-31'2" PN-30'1" ! 145 PN-27'6" PN-25'10" SEC-30'2" '\SEC-28'11" LSEC D1-25'10" ST LT DL INS-25'6" 28' ST LT DL INS-27'9" -COMCAST-22'3" ST LT DL INS-25'8" SEC DL-24'6" __j COMCAST-22'0" TELCO-21'0" COMCAST-22'6" CATV-21'2" TELCO-20'4"DE --",,FATBEAM POA=23'3" TELCO-21'6"XING RD ,.--TELCO-19'7" I fc FATBEAM POA=23'0" TELCO-20'4" FATBEAM POA=21'2" I PLACE DG TO EXISTING(3) la PGE#2108 ATBEAM POA=22'6" LACE DG TO EXISTING TRI-EYE ANCHOR 8.1Za ANCHOR 1=20'N C21.03 PLACE DG TO EXISTING TRI-EYE ANCHOR L=15'W 1. < 40':CL4:'52 L=18'S LOWER CATV TO 20'2" *5,, > ' 12055 44 PGE#8011 VZ18431 LOWER COMCAST TO 21'6" LOWER TELCO TO 19'2" . i C21.03B PN-25'10" LOWER TELCO TO 20'6" — j - NT:NT:NT SEC-25'0" OWER TELCO TO 20'0" • h 1 VZ520696 MSEC DL-24'9" et �' / N PWR OHG-21'4" -TELCO-21'2" "� ti PWR OHG-20'8" COMCAST-20'3"ON 18" N �_ PWR OHG-20'0" FGA a 12180 1 yt�W I- --COMCAST OHG-19'6" FATBEAM POA=21'2"ON 341 CP© r-—� LASH& co TELCO OHG-18'10" 12'FGASW ANN S FATBEAM POA=19'6" LOWER TELCO TO 20'3" 12+39 I 28'— PLACE NEW(3)ANCHOR L=8'E LOWER COMCAST TO 19'3" S1✓ An ° LOWER COMCAST TO 18'10" n P( ��.� _ LOWER TELCO TO 18'4" �// 96 EDC m© �� / 121G0 LASH D / STRND IO 96 roc Q 12240 ' i STRAND 94 \� 1 1 •• `S• IRS DATA IS COPT FROM /\ TWN: 2S PHASE 1 DIAL 811 OR-TIG-C1268 • •0 C DISCLOSURE UNDER THE CRECON SEC:1,2,12,13,24,25,26,35 010*0 t FATBEAM PRE RE SLAWPURS,AIT IN/ RNG: 1W FIBER PLACEMENT SHT 6 ...,.--.„,•• 2065 W RIVERSIDE DR, TO CRS 192,AND IS NOT TO BE 68 • s• DSNR: SL V V SUITE 105 DISCLOSED EXLLfPT M CALL LOCATE 'r COEUR D'ALENE,ID 83814 ACCORDANCE NTH DE OREGON 0 30 60 FLDR: SL TIGARD-TUALATIN S.D. BEFODRE YOU IG OF ^�^ t`11+ PUBLIC RECORDS LAW,ORS DRWN: DP/LS/CS 1 (lJ� Qr192.410 THROUGH 192.505. SCALE:1"=60' DATE: 08-30-19 TIGARD, OR I2245 I POLE RISER DETAILsa R/w ---14'—I #PGE6501 317 402R/W5 FATBEAM TO PLACE 2' r-,°: \ in i N 2' PWR RISER ON EXISTING 19 N v 4' "R... ..„/" STAND OFF BRACKETS I �, R/W t+ N om 2' COMr O1W z i i 0 FATBEAM BORE Epp 10 ,•..,,J. ! J® (I) 2' SDRII - O rr I�4 + _ + CONDUIT 'r .._�� r )/4,X WALK SIG L 18' PLACE FOC 12 ^^^�,.^„^ ^y 970' + mill ,1GNAL BOX'IP,,, T 50' H .36'\R/W_ _ ^�^' ^10' D/W rrr`'r L a SWKATHERINE S7- 18 -----______II so' NOTE: m R/w-36'_ ‘ SEE SHEET 68 _ -- FOR AERIAL ____ -_ C❑NNECTI❑N -----Ts --- ---- wW 1224o I , D>1eo Is+ 1214 li OHG-48' i I r_J I • MATCH TO SHT 68 • TWN: 2S : I L14-„,,, , 13 cu 05 n 123 X313 .it yip a TELCO lb D/W D� h 1231'! O a o OP- 1 Tr .. 7; _ /w sl" CO 18' {$� ~ T' CI bb 0 IA,fon ^ ,, o, I— 50' ^ ty _ 36'R/W _ off.,, ^^"^ U ^^w \ ''''' ''''''''''''''''''"......" TELCO EOP — ti^'` �h, ® yw \A'1 'N, C A,,,y ,,x '`, .Q.-- ii. Iv +t+ FATBEAM BORE )'� �, CONDUIT ' F� 4, PLACE FOC 12 j 970• 12105 / �`S� SyV k e ' TELCO G� / \� • ///* '�• .1/4 R/W 7'� R44, NN MATCH TO SHT 69 : .• INS DATA IS EXEMPT FROM N SEC 25 PHASE '1 DIAL OR-TIG-C1268 811 ;:•• FATBEAM PU�BUC DISCLOSURE uw�PURR�SUAANT I " I RNG:'2 1W 3,24,25,26,35 FIBER PLACEMENT SHT •::.%•:• 2065 W RIVERSIDE DR, TO CRS 192,AND IS NOT TO BE 70 til: ® SUITE 105 DISCLOSED EXCEPT IN DSNR: SL CALL LOCATE COEURD'ALENE,ID 83814 ACCORDANCE CRE�TM nA,REG I o 10 20 FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU G OF 226 PUBLIC RECORDS UN.ORS - - DRWN: DP/LS/CS V 192.410 DROWN 192.505. SCALE:1"=20' DATE: 08-30-19 TIGARD, OR fatearn MATCH TO SHT 72 9„ (1) P2' SDRII LACE FOC12 ' ..r.EX, ELCO PED. 97p c14.43I .r 4' ,- I FATBEAM BORE (I) 2' SDRI1 CONDUIT PLACE FOC 12 , 970' +I 0 ,, 48' w R/W K 36' t1 6' 18' D. O 12345 "4'.,� 12315 TO MARY WOODWARD \\ 3 ELEMENTARY fid{ SCHOOL V FATBEAM BORE o o N C1) 2' SDRII + R/W sCo ,,,,,,,,,,..7. CONDUIT PLACE FOC 12 NO 1 m "' o 0 970' D/W I WW 10' VW LOPjjj (7�r T— .... ",. 10'._ - _ O 1 I ' I 1 (�IIAI�II� EOP - 1I 1....."X3) F- �C3)36' UNDERGROUND = 50' — STEEL CULVERTS — 18' R/W — L 0 36 — — — SW KATHERINE ST 36'-R/W- — — _ U I- Q EOP 2 EOP — R/W E R/W E • TN: 2s • WOR-TIG-C1268 ••w IMMURE I;ER /\ SEC:1,2,12,13,24,25,26,35 PHASE 1 DIAL •.••. • AM PUB LIC RECORDS uwPURSUANT 1■V, RNG: 1W FIBER PLACEMENT 81 SHT .•••••• 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE ,:::.%.*:•• SUITE 105 DISCLOSED EX PT N DSNR: SL CALL LOCATE 71 COEURD'ALENE,ID 83814 ACCORDANCE wI1H TME E o io 20 FLDR: SL TIGARD-TUALATIN S.D. BEFORE YOU Pueuc REooRDs uw,aRs fatteam 1924101ERQ14H 192505 SCALE:1"=20' DRWN: DP/LS/CS DATE: 08-30-19 TIGARD, OR DIG OF 226 I A I 0.P. 1 2325 MARY WOODWARD ELEMENTARY SCHOOL d w MARY WOODWARD ELEMENTARY SCHOOL- PARKING LOT I FATBEAM, ENTER BUILDING IN CATV 2'. CONDUIT. FOLLOW PATH OF 1' THRU CEILING TO MDF LOCATED UPSTAIRS ABOVE ROOMS 26/27 — 50' LEAVE 200' COIL 1 )1CONSTRUCTION. LOCATE EXISTING 2' COM CONDUIT. FATBEAM PLACE EX. TELCO PED, HANDHOLE OVERRIDE TO BUILDING. PROVE ROUTE AND 1 DUCT FROM HH INTO BUILDING. FATBEAM TO PLACE 24'X36' H.H. OVER FATBEAM PLACE FOC EXISTIOG 2' CONDUIT 12 IN EXISTING 2' TO SCHOOL CONDUIT. OVERRIDE EXISTING TO BUILDING 251'. 2' CONDUIT. FATBEAM BORE CO 2' SDR11 CONDUIT \`` 'x PLACE FOC 12 EX. ELCO PED, 97 7x9."/^ 4't.— I R/W MATCH TO SHT 71 .1 ®• •� TMS DATA IS E0D'T FROM /\ TWN. 2S PHASE 1 DIAL OR-TIG-C1268 • • •� SEC:1,2,12,13,24,25,26,35 • 811 ; ,• '' FATBEAM BDRE ms,µ 1N/ RNG: 1W FIBER PLACEMENT SHT 72 .....„,...• 2065 W RIVERSIDE DR, TO ORS 192.AND IS NOT TO BE ,4%.:.• DSNR: SL SUITE 105 DISCLOSED EXCEPT IN 1 CALL LOCATE COEUR D'ALENE,ID 83814 ACCORDANCE SUFI 11€OREGON o 10 zo FLDR: SL TIGARD-TUALATIN S.D. BEFODRE YOU IG OF 226 t m 192.PUB41 RECORDS LAW.ORS DRWN: DP/LS/CS 192410THROUGH 192505. SCALE:1"=20' DATE: 08-30-19 TIGARD, OR