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PFI2019-00351 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT IN COMMUNITY DEVELOPMENT Permit#: PF12019-00351 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 10/02/2019 TIGARD Parcel: SEG1184 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Section 2.0A Project Description: SEG1184//SW 121st Ave/SW Carmen-SW 121st/SW Whistlers Loop. Fatbeam to place communication fiber optics via aerial and/or underground construction. Class of Work: FEES Description Date Amount Type 1 -Utilities (gas, electric, data) PFI Permit Fee 10/02/2019 $300.00 Total $300.00 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tiqard-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 See application Signature: Issued By: 41111111111'- Special Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00351 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 IIIcity o Tigard '� PUBLIC WORKS —ENGINEERING SEP 302019 Y OF TIGARD TIGARD " IJ Public Facility Improvd fri KPFI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ® TYPE 1-Franchise Utility Work Check one: ® Utilities ❑ Sidewalk/driveway approach ❑ Streetimprovements performed by NWN, PGE Detailed description: Fatbeam to place communication fiber optics and/or utility agency. optics via aerial and/or underground construction ❑ TYPE 2-Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. Section 2.OA-SW 121st Ave/SW Carmen St • Driveway approach installation Property address/location(s): and/or repair to SW 121 st/SW Whislers LP ,c6—Iti • Sanitary sewer lateral installation and/or main line tap Fatbeam, LLC El TYPE 3—Full scale Development Applicant: Work performed with Land use Address: 2065 W Riverstone Dr., Suite 105 approval which includes any of City/state: Coeur d Alene, ID Zip: 83814 the following: Phone: 509-344-1008 Email: jessica@fatbeam.com • Subdivisions or Partitions Jessica Woods 602-390-6562 • Street widening Contact name: Phone: • Mainline installation for Sanitary North Sky Communications, LLC sewer, Storm sewer, Tigard water Contractor: and/or Tigard Water Service Area CCB#: 208747 Expiration: 3/1/20 Address: 11818 SE Mill Plain Blvd., Ste. 410 SUBMIT COMPLETED APPLICATION TO: City/state: Vancouver, WA Zip: 98684 City of Tigard 360-450-3287 hbinkly@northskycomm.com Planning/Engineering Phone: Email: 13125 SW Hall Blvd. Contact name: Alton Palmer Phone: 503-209-8644 Tigard,OR 97223 Applications for"minor work in right-of-way" Bruce Hathaway only may be emailed to: Engineer: rowpermits(a,tigard-or.gov Address: 2065 W Riverstone Dr., Suite 105 City/state: Coeur d Alene, ID Zip: 83814 ,y� Phone: 509-344-1008 Email: bruce@fatbeam.com Case No.: P�LGA I (X)3 Contact name: Bruce Hathaway Application submittal fee(.07%of Engineer's Estimate) $ 360•6D Estimated value of work is required(if over$5,000):$13,936.00 Additional fees: $ (within the public right-of-way) Application accepted: By: ')'(.-- Date: II- l Is work related to a LAND-USE DECISION? ❑ Yes ® No Application reviewed: If so,please specify (MLP, SDR,SUB, etc.) case#: / By: /1147, Date: /0/2/201c Is work related to a BUILDING PERMIT? ❑ Yes ® No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: 14,..„ /42//q 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. � (j,' Jessica Woods 09/18/2019 App ' ant/Authorized Agent's signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES FOR STAFF USE oNL) Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL APPLICATION FEE REQUIREMENTS Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC. (work in the right of way) Engineer's estimate X 5% (less$300.00 submittal fee) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: FULL SCALE DEVELOPMENT There will be no permit fee charged,or assurance required for the following types of work: (Subdivisions/Partitions and Street Improvements) • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,24x36 or 22x34) • Weep hole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan E l 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) El Details ❑ Traffic Sight Distance El Signing and Striping ❑ Street Light Plan and Photometric El 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: f) w v s 1. Edge of Pavement +— Ditch —Pa"- Streetlight . .._—•—•—•—•—•—•---r-•- '� live art • • xaa.n �r..i: 1 r 1 it TFtY.! _ - I r 't T-�roporecrSe1wer M r'- Ihi., I 1 f • I Fes–. e , Existing House I r1 ( Existing 1 >1 'I r Driveway - CI1 0_, I 4 11! .I Or alv 1 "?..; AI I I 1 • J Existing Shop I aio '111/4.."‘... I = • = d Power ole I I D i G �. 1 1� 951 I ------�roperiy Line I I pI I i N Fire Hydrant(FH) 1 1 II Scale: 'I"=30' I I • I I I I I MINIMUM SKETCH REQUIREMENTS(Put"N/A"if Not Applicable): North arrow Property lines &dimension Slope of property Street &street name(s) Existing building, structures Utility& street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water,storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 Page 86 2011 Edition Operations with Moving Flagger Stations Diagram 325 Diagram 325 covers work activities that move along the road intermittently and involve frequent short stops. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers shall be stationed for the best visibility for the situation and within sight distance of the active work space except at curves or crests on the road. 4. When the Flagger is more than 1000 feet from the"FLAGGER NEXT MILE" (CW20-7b) sign, intermittent cones shall be placed on the shoulder, as shown. 5. Flaggers are required at each end of the work space if any of the following conditions exist: a. Night operations, or b. Work space is over 200 feet in length, or c. Sight distance is less than 750 feet from each approach through the lane closure, or d. Traffic volumes are greater than 400 ADT. 6. The length between Flagger Ahead signs shall not exceed one mile in length. 7. Extended Traffic Queue signing (as shown on Diagram 5-4) should be used when the line of vehicles(queue) stopped at the beginning of a work zone extend beyond the ROAD WORK AHEAD signs. 8. When flagging near an intersection, the Flagger Ahead sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead signs may be placed on the side road(s). 9. The"ONE LANE ROAD AHEAD" (W20-4) sign is optional and should be considered on high volume or high speed roads, or when extended queues may be expected. Chapter 5 September 2016 2011 Edition Page 87 Operations with Moving Flagger Stations Diagram 325 ROAD Sign Spacing and Buffer Lengths(feet) WORK Posted Spacing Between Signs "Buffer" AHEAD • Speed A B C Space ONELANE C x 20 50 (Optional) ROAD 25 100 100 100 75 EAD \ % B 1 1 30 100 BE PREPARED - 35 125 350 350 350 TO STOP/ B 40 150 A 1 45 180 • A 50 500 500 500 210 NEXT MILE • I 55 250 A 60 285 • 65 700 700 700 325 A 70 365 Variable Location ••- It ITI I Work Space FS Protection Vehicle w/TMA(both Optional) ISee Chapter 4 III T T Buffer L• 1 mile ••• Cone taper optional maximum Variable Location AT • Intermittent Cones AT NEXTT I A� MILE BE A 'PREPARED M " • — N TO STOP IB B ONE LANE �' (Optional) 4 1' v I V W ROAD WORK �AHEA// \% September 2016 Chapter 5 PHASE 2 TIGARD-TUALATIN SCHOOL DISTRICT FIBER PLACEMENT SHEET INDEX No. DESCRIPTION CONTACTS TIGARD, OR SHEET 5-START OF PHASE 2 PROJECT 1 COVER MATCH TO PHASE 1-SHEET 68 2 STANDARD LEGEND FATBEAM 3 GENERAL NOTES AND TYPICAL BRUCEHATHAWAY TRENCH DETAILS SENIOR ENGINEER /r •i L�' r ! Y, " 2065 W RIVERSTONE DR,SUITE 105 .trt.+�... 4 STANDARD DETAILS COEURD'ALENE,ID 83814 + ,' mak,:.•:..,. *o.r�f'lol/;,,! :. .-a„ •$. . 'IN.t „ 5 START U.G.AT SW 121ST AVE AND SW ANN ST CE:L0208-7-7095 '. 9 A ;c „�CELL:2@FATBEA 4 6-38 U.G.AND AERIAL BRUCE@FATBEAM.COM 111 - ! SHANE STARVOS - .a 39-40 ALBERTARIDAR E.S. PROJECT MANAGER \� PH:208-758-7022 •1► r s- r 40A-60 U.G.AND AERIAL CELL:206-626-3394 " - - }' SHANE@FATBEAM.COM 7 !' dSW'rY ,r,� 61-62 DEER CREEK ES LYON COUNTY SCHOOL DISTRICT i •''[x �k r , 63-59 U.G.AND AERIAL ALAN MEDIEROS 4 ,!�q 60-61 THOMAS F.FOWLER M.S. IT DIRECTOR ALBERTA RIDER E.S. ` / -Y � I I PH.775-463-6800 - r AMEDIEROS@LYONCSD.ORG •0;rr'N• 62-80 U.G.AND AERIAL JIM GLEASON S .+,•-j At 194 81-82 HAZELBROOK M.S. OPERATIONS&MAINTENANCE SUPERVISOR i� LL t! .11 •°i 83-90 U.G.AND AERIAL PH:775-463-6800 EXT 10242 - y.: ws11 f. M 1 y CELL:775-302-7007 DEER CREEK E.S. - - Si7 ri I• 91-92 BUS BARN ATCO COMMUNICATION SERVICES,LLC , ,I _ 1 - �I L •` .dam SCOTT HAEGER s / - „ 17' I 93-117 U.G.AND AERIAL PROJECT MANAGER / .r s PH:360-563-9000 HAZELBROOK M.S. _._ '4i.- .� `'9 '�•� 118-119 TUALATIN E.S SCOTT.HAEGER@ATCOTELECOM.COM I 4� 'r t- i.4.•• �� 120-121 U.G.AND AERIAL-CONNECT TO PHASE 1-SHEET 215 ATCO COMMUNICATION SERVICES,LLC •'Y- .n ' IV' �••4.•1 10 / ". 1 BRIDGEPORT E.S. SUSAN LEWIS lig �� ... END OF PHASE 2-PROJECT 122-135 U.G.AND AERIAL SENIOR ENGINEER • 40- ^� -1 t ! I 136-138 BRIDGEPORT E.S.-END OF PROJECT PH:503-730-1919 BUS YARD 1% ® 1 ;•�/ l,- • i.awl 118 —It NOTE: 'U.G.'=UNDERGROUND SUSAN.LEWIS@ATCOTELECOM.COM - 1 4 :a+ i ' TUALATIN E.S. —r. Yr ,; 1. ,-t,r r 99 -., I /.. a q9., AERIAL ROUTE _, +�•-''_1._..: UNDERGROUND ROUTE MATCH TO PHASE 1-SHEET 206 MATCH TO PHASE 1-SHEET 215 VICINITY MAP NOT TO SCALE •• .• TMS DATA IS EXEMPT FROM SWC: 20N/\ SEC: 13,14 FIBER PLACEMENT DIAL 81 1 OR-TIG-C1268 ••••••. DISCLOSURE UNDER THE OREGON • •-•• FATBEAM PUBLIC RECORDS LANs PURSUANT ,M/ ANG: 24E TIGARD-TUALATIN N S.D. SHT 1 .41.•••••• 2065 W RIVERSIDE DR, TO ORS 197 AND IS NOT TO BE y� DSNR: SL CALL LOCATE �,:��� SUITE 105 DISCLOSED EPT IN • COEUR D'ALENE,ID 83814 A ANCF NMI 114E OREGON FLDR: SL TIGARD, OR BEFORE YOU fat '600.4' 1924FlieU01FIROUGH 92505.REWRDS LAW.°I5 egeleil DAWN: 09-10-19CS DIG OF 138 v ..++�� SCALE:NONE DATE: c, 00 N N M 0 NI— o®®®.® o ® o • 00133100o I I a5g EI < 1' O o 6 1 p t " Q } coU ,s� � Q ; ; ; Q iAg. l o Whhhhhh hi1Ii 1 LII ; ill 1i H i! P li o 0 co 0 Z W Z Q50 ■ •© 08m3@no3 o �czopaQW ® ::►© ; oe ;aoe b 2 H UJ QQg 0 ? a ~ 0 111kii IC ; i ; : C1 ii 1 I I 49 CII ! reoI 1 c hg 11 k 1 3u 13 1 1 1 ! 561 3431 F 1 e F 4i In i E Fll 4 M IX LYT V r 1O o _m U o MEE E 1>lb 1j' i Z Lij H O ,71 O W Z O W . PIA ' U B li L a l 1 ! 11 11 ; 1 hI as 1Jg >■ iS E5 A 11 - A ) ii / 1 11 Oi g iii8aNlb ; RIgwisk ce ;T:,J • � 2,7587 W,,-Z T w J LL K S Q 3 0 N O 1 U : o I � ! N ; a it / i g 14 i i il 1 11011010M 1 12 filibilliiiii 3E 14 M b ' k C E a Q 0 Y ii 0 1 k i l e C z 0 REPLACE WITH 12' 12' GENERAL NOTES' MIN. NATIVE TOPSOIL. RESTORE TO EXISTING 6' MIN. DEPTH OF 1' I. CALL UTILITY LOCATE AT 811 72 HOURS PROP TO TREMEHIND OR DIGGING CONDITIONS OR DIA. CRUSHED ROCK D. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR BETTER. STRUCTURES S CVN AN ON THESE PLS WERE ODTAIED BY FIELD INSPECTION AND A d,.4.,://:*,- •D SEARCH OF TIE AVAILABLE CITY OR COUNTY RECORDS.SINCE TIE ACTUAL IICATIR 'H`= 'Y • �A=A=Az AND NATURE O'TIE UNDERGROUND FACILITIES TS NAY SOIEV/AT DIFFERENT FRCP N. MAINTAIN 95% THAT SHWN,THE CONTRACTOR IS REQUIRED TO VERIFY PRIOR TO EXCAVATION MAINTAIN 951 '`` COMPACTION OR `"}"=j COMPACTION OR a TIE RIGHT-OF-VAY SHOWN HAS NOT KEN SURVEYED OR TED.RIGHT-OF-VAY GREATER & BACKFILL = GREATER & BACKFILL LOCATOR IS ASSUMED D WITH REFERENCE TO LDATA SOURCE MATERIAL. PER JURISDICTIONAL I CONTRACTOR TO VERIFY ALL RIGHTS-IF-VAY AND/OR EASEMENTS PRIOR TO PER JURISDICTIONAL STANDARDS AND wNSTmICTOa aN STANDARDS AND w SPECIFICATIONS w 4. FINEERGROUND ACTIVITY.TEST AMD VENTILATE RANKLE/UTILITY VAULT SPECIFICATIONS A OR C7 PRIOR TO ENTRY,PLACE WARNING DEVICES AND VIRE AREA PROTECTIIN AS RREEQUIIREDE.ANDCAL rUSE EYE AND HEAD SAFETY PROTECTOR PER FEDERAL,STATE,AND PROPOSED PROPOSED D. ALL EXCAVATION,TRENDDRG,AND SHORING IS TO ADHERE TO TIC COMM DUCT DUCT FEDERAL REGULATIONS(CFR)1926610 SUBPART P • TEPROVIDE ALL SITS V I'z1'SLOE AT INC END ITEXCAVATORFOR 4' MIN, 4' MIN. BEDDING b. EXCAVATED SPOILS ARE TO K HO LESS THAN 24-FRO(EDGE OF PIT ORTREPOL BEDDING c BARRICADE ALL OPEN PITS AND TROCIOfi FOR PUBLIC SAFETY.ALL BARRICADES TYPICAL TRENCH NIST K EQUIPPED WITH FLASHING LIGHTS FOR NIGHT VISIBILITY. TYPICAL TRENCH d FOR PITS GREATER THAN 4'DN STABILITY. UNIMPROVED AREAS DEPTH,USE APPROPRIATE SWING FOR WALL DETAIL DETAIL 6. TRENCH COVER IS TO K 36'WNW AND FREE OF ROCKS DEBRIS AND CLODS. GRAVEL STREETS THE TRENCH IS TO K A MINIMUM CF 36'COVER IN DEVELOPED AREAS ND A NTS HINDER or 4C or COVER IN UNDEVELOPED AREAS(NAY VARIANCE FROM THESE NTS STANDARDS WILL K SPECIFIED ON TIE PLANS). 7. ALL ASPHALT/CONCRETE AND LANDSCAPING ROWED,DISTURBED,OR DANCED AS A RESULT IF CONSTRUCTION SHALL K RESTORED TO ORIGINAL MIDDEN OR TETTER SAWCUT EACH SIDE OF TRENCH IN ACCORDANCE WITH JURISDICTIONAL AGENCY STANDARDS AND SPECIFICATIONS, WIDTH OF TRENCH - SAWCUT a NIRRAL/GUIDED-BOR0C METHOD RECOMMENDED WHEN BERING REPLACE ASPHALT6' 12' 6' WIDTH CONCRETE PER I12' OR LESS 6' MIN. 9. AIBERE TO AIRTIGHT GUIDELINES UNLESS OTIERVISE HOTED. JURISDICTIONAL GREATER THAN 12' 12' 10. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTIONAL AGENCY(S). STANDARDS AND MIN. SPECIFICATIONS. 3' MIN. IL AERIAL FACILITIES ARE TO K TESTED PRION TO BEMIRING WRAF PER STATE 61517 .07./., AND LOCAL REGLATIOIS. 1E ALL WORK AREA PROTECTINS FIR TRAFFIC CONTROL IS TO K WITH APPROVED MAINTAIN 95X !.. VARNNG DEVICES AND PLACED PER STATE DEPARTMENT OF TRNRPOITATION AND/OR COMPACTION OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.IF GREATER & BACKFILL REQUIRED,A TRAFFIC CONTROL PLAN SHALL K SUBMITTED TO THE REQIESTNG PEMOTTNG AGCY.PRIOR TO BEGNNDO WERE PERMITTING AGENCIES MUST K PER JURISDICTIONAL FI OT NATED 48 HORS IN ADVANCE Cr CONSTRUCTION ACTIVITIES. STANDARDS AND SPECIFICATIONS PEDESTRIANla EXISTING CROSSWALKS AND WALKING AREAS SHALL K MAINTAINED w AT Al TIMES.AS NECESSARY,TETPORARY PEDESTRIAN CROSSWALKS AND WALKING M AREAS SHALL K PROVIDED AND MAINTAINED PER STATE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC VODCS ENGINEERING DEPARTMENT STANDARDS AND PROPOSED SPECIFICATIONS. 14. TFOLFIIITMES ARE ESTIMATES.FOOTAGES TO K VERIFIED PRIOR TO DUCT HE OVDU CONSTRUCTOR. • IS PLACE FIBER TAG AT EACH POLE/VAULT LOCATOVSPLICE CASE. 4' MIN, I6. 1010 AND GROUND TO NEUTRAL AT EACH AVAILABLE LOCATION BEDDING TYPICAL TRENCH CONTRACTORCTTRACTOR OR HIS AGENTS SHALL NOT ENTER OR ENCROACH UPON PRIVATE DETAIL PROPERTY WITHOUT NOTIFYING THE PRIJERTY OWNER A MINIMA IT 72-HORNS IN ADVANCE OF ENTRY.NOTICE SHALL K IN PERSON OR BY DDR ANNGER IF LAMER IS ASPHALT SURFACE NOT PRESENT AT TOE OF PHYSICAL VISIT.NKR HANGER SHALL NOTIFY PROPERTY INNER OP TIC CONTRACTOR'S NNE,MOPE NUMBER.AND NATURE OP OCROACBEIT NTS AND WOR(TO K PERFUMED • TWIN FIBER PLACEMENT OR-TIG-C1268 •% ;• DISSURE UNDER DATA 5 EXEMPT OREGON SEC: DIAL Q 1 1 ;. FRIVEAMSI POBLIC LAWS DSNR: SL TIGARD-TUALATIN S.D. CALL LOCATE SHT 3 • •. • 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE ti.:::,. SUITE 105 DISCLOSED EXCEPT IN ••: COEUR D'ALENE,ID 83814 ANXx>OAN MTH 1HE ORE" FLDR: SL TIGARD, OR BEFORE YOU (��` 192;O THROWN LAW,C RECORDS 191 DRWN: DP/LS/CS DIG OF 138 fot6.l SCALE NONE DATE: 09-10-19 °`"'"D MADE TYPICAL DETAIL SMALL VAULT SMALL VAULT 24X36X24 ASSEURLY TYPICAL DETAIL LARGE VAULT 4 TER 22 33,750 LB LOAD RATINGLARGE VAULT 30X48X30 ASSEMBLY DER 22 33,750 LB LOAD RATINGr�'Y 1 E p a' I♦ e>. 4. 48" MIN. DEPTH TO TOP OF DIFF li_i "LET, 1WA Ol...'1E,O oC. ( l y+r �'. IV -HO`F D4:? I I1 1 �, Y s 1 -- lBER CABLE I GUY HOOK I _CLTED CONNECTORS II 4 "UDLITY VAULT. DEAD END GUY GRP �/� = C] ,/,....,„_,,.....„.. II 10 COL CABLE IN EACH PUU-BOX GUY STRAND �}'?LE '.Lal 24"DEPTH OF VAULT 8' NLN. CONDUIT AS S°ECIREC \CABLE I 12'MAX. / I i-u_Dn I' n-u_ n.r,..I I. I I I II .-,1,.-,1 ,,_=:1,-,E._. . _ • II=Itr _I-� � �`' -I'I 11� i,i, 11=D_II 4 Mr46" MMI 'I 45-60' UNLESS ,--/ 7 NOD OTFIERWISETYPICAL DETAIL J� CONDUIT J DISTANCE FROM VAULT TO POLE wLTH 4s'swEEr AlkBEAD END DOWNGUY SHALL BE EQUAL OR GREATER \TRIPLE EYE ANCHOR ROD THAN BURIED DEPTH OF THE POLE TYPICAL DETAIL 'NCHOR AERIAL/UNDERGROUND TRANSITION •• ;;. TENS DATA IS WT FROM Ec FIBER PLACEMENT DIAL OR-TIG-C1268 •.•.• • FATBEAM DUBUCRCRDSL THE OSU`�" 811 TIGARD-TUALATIN S.D. SHT .• OISC1C RECORDS LAE PURSUANT RNG: �t • 2065 W RIVERSIDE DR, TO ORS 192 AND IS NOT TO BE DSNR: SL CALL LOCATE 4 ;.; :•• SUITE 105 ACCORD EXCEPT W COEUR D'ALENE,ID 83814 PUBLIC CE"1/1 1HE S LAE,RES FLDR: SL TIGARD, OR BEFORE YOU fat es m 192410 THROUGH 192505 SCALE:NONE DATE: 09-10-195 DIG OF 138 MATCH TO SHT 12 i s i 1 G 1 a� w 1 I 14' -- — — __7 i _�_ —SW CARMEN ST—' 13' RA/ iii — —28' 50' R/W 14' FATBEAA4 BORE(1)2'SDR11 AM PUCE FOC 144 I / 1413' 5' I 0+37 ; t I 24' I \ , 1 . 52' 7I FATBEAI PLACE i ` 24X36 HH 3' 9' S' 5' 24+00 'jaill 10 \ '4° 'o FATBEAM BORE(1)2'SDR11 PUCE FOC 144 a 5' POLE RISER DETAIL I #PGE2145 RISER DOWN POLE FATBEAM TO PLACE 2' RISER I o I $ ON STAND OFF BRACKETS I \ ''1 ----2' FB . , \ \ ,!- , ! MATCH TO SHT 13 • FIBER PLACEMENT DIAL OR-TIG-C1268 • O •• INS DATA IS DONK FROM I>�aosuRE I /\ SEC:7,2,2S,13.24,25,26,35 II �.6•:•• FATBEAM 2066 W RIVERSIDE DR, To on 1 ISPUBLIC RECORDS NOTT�0 41E 1N� RNG: 1W DSNR SL TIGARD-TUALATIN S.D. SHT {..,;. SUITE 105 EXCEPT�+ ♦' CALL LOCATE 12A t••• COEUR D'ALENE,ID 83814 ACCORDANCE M1TN n4E OREGON o io zo FLDR: SL TIGARD, OR BEFORE YOU � 1 4110IHRCRDS 192 DRWN: DP/LS/CS DIG OF 138 Qtb@QI'Y'1 SCALE:1"=20' DATE: 09-10-19 J I 1A1A I 12025 I 11985 I I I 11905 w MATCH TO SHT 12A "'''' POLE INFORMATION: I NOTE: 1 I BRUSH IN BETWEEN I0 B NOTE:SEE SHEET ® C21.03 46 13 PGE92145 " I 12A FOR UG POLE SPANS.TRIM C21.38 ' CONNECTION. TREES AS NECESSARY. 4S':4:86' VZ18416 I \L___ CAN-18'3" 40':4:62' SEC DL-28'9" CATV-2o'r' 1 , _____ - CARMEN ST -------- SEC DL-23'6" _ ------------- POA-20'2" 'MAKE READY n0 LOWER CANTO 19'2" W 1 ' -- PLACE 5/W ANC/GUY ® I I 12745 Z: I I 11980 I 11940 11900 — 1: . W I 12148 a i 12780 12020 W z z et:ti3. 1 j Lu 1\ 0 L12795 a07 / `n l I- 0 J N N (n w=i J El 128411—4 12180 12845 \....1. 38' ' IJ ivv\— ,* • 1 ATTACHMENT LEGEND I LI STRAIGHT as,ADSS ODE , ATTACHMENT .� Lu128 ATTACHMENT (3"),_, ADS521-45 I I I 2 STRAND DEDEGREE ATTACHMENT ATTACHMENT STRAND DDE Csi,y 0 ATTACHMENT EXISTING rc STRAND 21-45 0 ANCHOR& y• -.. ' DEGREE GUY i I - ATTACHMENT Cit DOWNGUY 12205 I I 11 J O I O I S ADSS DE I I _ 11815 I ATTACHMENT 11 200'SLACK LOOP 12175 12145 1x91 MATCH TO SHT 14 20 I vi • TWN•��•• TENS DATA IS EXEMPT FROM SEC 25 FIBER PLACEMENT DIAL OR-TIG-C1268 EXSCLO'3URE UNDER SEC:1,2,12,13.24,25,26,35 ••••• • FATBEAM pD u EOREµT RNG: 1 W811 .•••.••• 2065 W RIVERSIDE DR, TO ORS 192 AND IS NOT TO BE 1NI TIGARD-TUALATIN S.D. CALL LOCATE SHT 13 •••• .• SUITE 105 DISCLOSED EXCEPT M DSNR: SL TIGARD, OR ,rr::" COEUR D'ALENE,ID 83814 ACCORDANCE SIN THE OREGON 0 3o so FLDR: SL fQtbEf4-• PUBLIC RECORDS UM'°Rs DRWN: DP/LS/CS BEFORE YOU 138 �r 192410 THROUGH 192505 iA`�./�.� SCALE:1"=60' DATE: 09-10-19 DIG OF i I MATCH TO SHT 13 POLE INFORMATION: ®O I Jo NOTE: / - / I y BRUSH IN BETWEEN -- s,q PGE#1689 PGE#2148 i I POLE SPANS.TRIM C21.03 €-_, --1.03021.3 ---SW ALBERTA ST----'--I TREES AS NECESSARY. VZ548694 40':3:80' NT:NT:NT CATV-21'10" 1 LJ CAN-22'8" SEC-25'9" I 12970 SEC DL-28'6" POA-22'5" SEC-30'0"F/5 'MAKE READY . d 1 1- LOWER CATV TO 21'5" r OW V7 , I 240 2) PGE#2147 12150 12120 -, I11935 C21.03B O 11905 11865 VZ507294 I I I 45':3:07' 1 TELCO FIBER-20'7" COMCAST-21'10" z 1 i t SECDL-29'3" I LU I POA-22'10' I I �� I =--/-------SW FRONNER ST -------------------- 7+:it. 1_5 I 22 1 N G d � IE� 13035 A 2020 I i."--` � 28'- w 49' 11880 11788 I R/W— J 12215 _ 13065 1 I ATTACHMENT LEGEND iSTRAND 0 ADSS DDE O STRAIGHT ATTACHMENT --___i ®e'I ATTACHMENT Q ADSS 21-45 -41' O STRAND DE DEGREE INUP 1 ATTACHMENT ATTACHMENT 1 H ATTACHMENT EXISTING STRAND 21-45 O ANCHOR& a 12165 2 1 DEGREE 9 GUY 12185 to GI I 2 ATTACHMENT 10 DOWNGUY ¢ ADSS DE I- .�'a'� 25 5 ATTACHMENT 11 200'SLACK LOOP I :c1).: MATCH TO SHT 15 11900 --'''''' ®• ••' MS DATA IS E)OIMPT FROM TW": 2S FIBER PLACEMENT DIAL 811 OR-TIG-C1268 • • •® SEC:1,2,12,13,24,25,26,35 • 2065 W RIVERSIDE DR, TO ORS IDISCLOSUSD S"OP TO 1NI osNR: 1 TIGARD-TUALATIN S.D. SHT ••••• GON FATBEAM 14 SUITE 105 DISCLOSED EXCEPT IN 1 CALL LOCATE ".•1"' COEUR D'ALENE,ID 83814 ACCORDANCE rw1H THE OREGON 0 30 60 FLDR: SL TIGARD, OR BEFORE YOU F'UBUC RECORDS LAW,ORS DRWN: DP/LS/CS 'jt" 192410 THROUGH 192.505. DIG O F 13 8 1 QtbeQm SCALE:1"=60' DATE: 09-10-19 -'"" ""' MATCH 1=I 14 I ------1 ( + NOTE: 12150 I BRUSH IN BETWEEN POLE INFORMATION: t W I POLE S3 C21 03C 0 O PGE#2C21.3C I I ? I J C21.3C a3' VZ548696 VZ18456 I- I O TEC 2' 35.:4:96'LYa® I I TELCO:ATV- TELCO-16'7" -. O CAN-25'11" TELCO-17'7" � � SEC DL-29'2" TELCO FIBER-18'0" S ' SEC-30'3" CAN OHG-21'7" 4-49'R/W 'MAKE READ, PWR OHG-26'8" 13205 , I LOWER CATV TO 24'11" SEC DL-27'0" I I POA-25'11" OHG FROM POLE-5'S" `2i,y 11860 'GA-22'7" 13200 PLACE(3)EYE ANCHOR AND DG S7 C21.3 2149 O _7,F I I ®Q i V2548695 S9 PGE#1690 O O 45':3:90' C21.03C — CAN-18'4" 45':3:88' 12+28 SEC DL RISER-25'4" ALPHA BOX-12'4" SEC-29'2" CATV-20'9" 11840 POA-19'4" SEC DL-25'2" Z I . SEC-27'9" - I POA-21'9" ._._-...- ._ rn\a: W r— Yom . Q — 13235 -J 1ED 12225 12205 12185 12165o p 2 ❑ - — -- 13240 I // o ---------------------------SW MARION ST -------1 \. �% ATTACHMENT LEGEND 0©0 STRAND O STRAIGHT ATTADDE CHMENT �- ATTACHMENT Q ADSS 21-45 ',1.. op 7Y ��'� - 1.y�� Q STRAND DE 7 DEGREE I I ATTACHMENT,! ATTACHMENT I �q J O STRAND DDE Q8 OVERLASH 12230 12210 ( - �'�Q. /,‘ O' ATTACHMENT EXISTING I 1211 '12178 i ♦. / 0 STRAND 21-45 Q ANCHOR& v 4 DEGREE 9 GUV v�i� �/j// O ATTACHMENT 10 DOWNGUY 13305 C \ ADSS DE MATCH TO SHT 1 6 / \ /� / ATTACHMENT 11 200'SLACK LOOP �•�� THIS DATA IS EXEMPT FROM /\• TWN. 2S OR-TIG-C1268 • SEC:1,2,12,13,24,25,26,35 FIBER PLACEMENT DIAL • 2065GCN WRIVERSIDE DR, TOORS1 sw• DISCLOSURE UNDER ap TO 1NI RNG: 1W TIGARD-TUALATIN S.D. 811 � SHT 1.•,•:•4' SUITE 105 DISCLOSED EXCEPT IN DSNR: SL CALL LOCATE 15 '" • COEUR D'ALENE,ID 83814 ACCORDANCE NM TFE OREGON 0 30 60 FLDR: SL TIGARD, OR BEFORE YOU 19410 t i oTiTi DRWN: DP/LS/CS fatbeam SCALE:1"=60' DATE: 09-10-19 DIG OF 138 non ,� MATCH TO SHT 15 138 POLE INFORMATION: ®� �pc ' �� 13360;/ ------,......,........7 © PGE#2153 O PGE#2152 NOTE: C21.03 C21.03 BRUSH IN BETWEEN V218469 8T:4:80' / 0 POLE SPANS.TRIM \ 40:3:66' CATV-23'6"F/S , TREES AS NECESSARY. ALPHA BOX-16'3" SEC-DL-27'8"10"F/S CAN-20'2" SEC-27'8"F/S ,�p~v,a / SEC DL-23'6" POA-24'4"F/S `. .L1J�A , SEC-24'2" "MAKE READY - _ POA-20'2" LOWER CAN TO 23'2" 11�� / LOWER CAN TO 19'2""MAKE READY RE-SAG CAN TO SOUTH Sw,7Q 1-LOW \ J /�O , �p4 lL LN�_RE-SA // PGE#2 NORTH i-�\ / 5.4 PGE.03 O C21.03 \ ,. V2s4:80' Q \ 13400 45':4:80' TELCO-21'5"DE C') \ CAN-22'11" 12176 ~ SEC DL-26'11" % �' `\ �. 411111' SEC-28'10" 16Q �� �`'�. SOA-23'7" pQ Q ��`\ MAKE READY ©Q 4. O \5" LOWER CAN TO 22'7" 4' 'w� RE-SAG PWR SOUTH TO 1 11- \``�'2"5.3 '� / e° 12213 12197 12189 iii I/1 ° s R/W ! °R• �.�` / 13430 �� ....." : W 4r Ii S Q�/.1p 28 13460 13470 ATTACHMENT LEGEND CRFFK oN / Q STRAND Q ADSSDDE \ , STRAIGHT ATTACHMENT 1111 itil ATTACHMENT ADSS 21-45 7 1344° Q STRAND DE DEGREE ATTACHMENT ATTACHMENT O Q STRAND DDE O8 OVERLASH 1.500 3 ATTACHMENT EXISTING / STRAND 21-45 Q ANCHOR& X DEGREE 9 GUY ATTACHMENT 10 DOWNGUY / 2+43 <V 5 O ADSS DE ' ATTACHMENT 11 200'SLACK LOOP Pry 0 4{3 ©0 '� /��;'� 13543 13613 MATCH TO SHT 17 _ 7-'7 �� •� •• NS DATA IS E791APT FROM \ TWN. 2S OR-TIG-C1268 D S DATA IS TIf DREG SEC:1,2,12,13.24,25,26,35 FIBER PLACEMENT DIAL •••• •• . 2065 W ATBEAM DE DR, PUBUC qts Dus NOTP ,NTT INI RNG 1W TIGARD-TUALATIN S.D. $ SHT ••••' 16 •.•••:• DSNR: SL ��{{�.�•�.• SUITE 105 DISCLOSED EXCO'T R CALL LOCATE ;7��5" COEUR D'ALENE,ID 83814 ACCORDANCE Ill THE OREGON 0 30 60 FLDR: SL TIGARD, OR (Abeam Pueuc RECORDS LAW °RsBEFORE YOU 192.410 1 ROUG1 192505. DRWN: DP/LS/CS SCALE:1"=60' DATE: 09-10-19 DIG OF 138 0-------/ MATCH TO SHT 16 1---„,j7 2�3 OPOLE RISER OVQP a W°� 5.1 DETAIL a 42 W$ 8PGE2154 `��-,_ �p y 2-2' y1' A NTA , /zs' (2) 2'VAC PVR 1-4' / ......, eel/ ar 65'R//W I \ 2'PVR / 121ST F9(2) '� �/ 1 111 III 2'v �P 2'COI . _ ill ai POLE INFORMATION: / `c�`A OS.1 ®©07 PGEN2154 C21.03 /I / _ - 50':3:90' 0 ��- CATV-22'1" • --,,` ST LTDL-32'0" / _ SEC RISER DL-32'10" / FATBEAM PLACE(3)TYE ANCA AND DG-L=11'S POA-23'1" ct NOTE:SEE SHEETNOTE: ATTACHMENT LEGEND 18 FOR UG BRUSH IN BETWEEN Q STRAND Q ADSS DDE 5 ' CONNECTION. 11 POLE SPANS.TRIM STRAIGHT ATTACHMENT ATTACHMENT / TREES AS NECESSARY. ADSS 21-45 >361T / U� 7/..._ Q STRAND DE DEGREE3 ATTACHMENT ATTACHMENT /� _' / / O STRAND DDE O8 OVERLASH / / ATTACHMENT EXISTING J / STRAND 21-45 Q ANCHOR& / ATTACHMENT 9 GUY \ EGREE _�17 / 10 DOWNGUY ADSS DE / m I O ATTACHMENT 11 200'SLACK LOOP / / , �\ MATCH TO SHT 18 , : .• THS DATA IS EXEMPT FRP/ f N SEC 2S FIBER PLACEMENT DIAL 81 1 OR-TIG-C1268 • . ••• DISCLOSURE UNDER THE OREGON SEC:1,2,12,13,24,25,26,35 ••••••• 2065 W RIVERSIDE DR, TO ORS 9FATBEAM PUBUC C2,DSS LAW 1N- RNG: 1W TIGARD-TUALATI N S.D. SHT ••• • DSNR: SL SUITE 105 DISCLOSED EXCEPT 84 CALL LOCATE N!.......•• COEUR D'ALENE,ID 83814 ACCORDANCE•TH THE DREGOI o 10 zo FLDR: SL TIGARD, OR `{Y PUBLIC RECORDS LAW,ORS DRWN: DP/LS/CS DATE: 09-10-19 BEFORE YOU fatbeam 192.410 THRWGH 192.505. SCALE:1"=20' DIG OF 138