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PFI2019-00349
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT 114 . = COMMUNITY DEVELOPMENT Permit#: PFI2019-00349 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 10/03/2019 TIGARD 13125 SEG1903 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fatbeam Section 2.1 SW 126th to SW 129th on SW Bull Mountain Project Description: SEG1903, SEG1906, SEG1907//SW Bull Mountain between SW 126th and SW 129th. 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 10/03/2019 $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.tigard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: JESSICA WOODS 2065 SW RIVERSTONE DR. SUITE 105 COEUR D'ALENE, ID 83814 PHONE: 6023906562 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. tuApplicant Signature: YprL( f 62P Issued By: . , Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00349 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 in iiii PUBLIC WORKS —ENGINEERING CITY OF TIGARD TIGARD Public Facility Imprb 'e itL(PFI) Permit TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ® TYPE 1-Franchise Utility Work Check one: iZ 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 0 TYPE 2-Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair. Section 2.1 -SW 126th Ave/SW Bull • Driveway approach installation Property address/location(s): and/or repair Mountain to SW 129th Ave/SW Bull Mountain EOj II ' tE f rA-4-�6(1 G!) • Sanitary sewer lateral installation and/or main line tap El T Fatbeam, LLC 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: y@ ycomm.com 13125 SW Hall Blvd. Contact name: Alton Palmer Phone: 503-209-8644 Tigard,OR 97223 Applications for"minor work in right-of-way" Bruce Hathaway only may be emailed to: Engineer: rowpermits(a),tigard-or.gov Address: 2065 W Riverstone Dr., Suite 105 Coeur d Alene, ID 83814 raiz srArr t Si. ()Ni '. City/state: Zip: �i _ n Phone: 509-344-1008 Email: bruce@fatbeam.com Case No.: [ tL 1 1`i 0t �`!9 Contact name: Bruce Hathaway Application submittal fee(.07%of Engineer's Estimate) $ c3Oa,117) Estimated value of work is required(if over$5,000):$4,713.00 Additional fees: $ (within the public right-of-way) Application accepted: 2 By: '� (�-✓Date: T0-1G 1 Is work related to a LAND-USE DECISION? ❑ Yes iZ No Application reviewed: If so,please specify (MLP,SDR, SUB, etc.) case#: By: -I'ekf�Date: /°4/20/, Is work related to a BUILDING PERMIT? ❑ Yes ® No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: Date: lot-2)11.1 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. (.[��.9a, Jessica Woods 09/18/2019 Applic /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 ONI_l 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 El Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,Street Lights,etc) TMC 15.04.140.(customer deposit) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department Approval ❑ Engineer's Construction Estimate PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: 91,1T " ` q 1 \1 Edge ,of F avement 0. Streetlight #_ Ditch -� /• xsui nmin ;•.��%;`` t Caron �,. o•`I I , I . T—'131To'porecr r E'rrinV" `f . NI • �. 61 . Existing House I Existi n ' 1,• 3u I Driveway 1 of I t-f/C4I it I r1 O� • a1 ii i ,® I o1I I c I Existing Shop 1 Powerpole I I _..E \rItaI I I • o r Ia- 95' I I -------157ropedyLine---------- I I I Fire Hydrant(FH) 1 91 II Scale: 'I"=30' I I II 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 84 2011 Edition Stationary Lane Closure with Flagging Diagram 320 Diagram 320 covers total closure of one lane of a two-lane,two-way roadway. See the detail inset for the layout if using a single flagger to control both directions of traffic on low volume roads(less than 400 ADT)with good sight distance as discussed below. 1. Use truck-mounted flashing warning lights on work and protection vehicles. See Section 4.3—Lights and Lighted Signs for exceptions. 2. For added visibility, a truck-mounted arrow board or PCMS in caution mode may be used. 3. Flaggers at each approach are required if any of the following conditions exist: a. Night Operations. b. Work space is over 200 feet in length. c. Sight distance is less than 750 feet from each approach through the lane closure. d. Traffic volumes are greater than 400 ADT. 4. The length between the Flagger Ahead signs shall not exceed one mile. Use Diagram 340—Lane Closure with Pilot Car if exceeding one mile. 5. Cones should be used to outline the work space when curves or other roadway alignments prevent clear direction for the motorists to pass the work space safely. 6. Cones along the work space are recommended when posted speeds are 45 mph or greater,when working under heavy traffic or when travel lanes are narrower than 11 feet. 7. Extended queue signing(see Diagram 5-4)should be used when traffic queues extend beyond the initial advance warning sign. 8. When flagging near an intersection,the"Flagger Ahead"(CW23-2) sign should be visible to traffic entering from any side road. Additional advance warning and Flagger Ahead symbol signs may be placed on the side road(s). 9. Sign set-up and flagger placement shown may be used for intermittent full road closures of 20 minutes or less. 10. The"ONE LANE ROAD AHEAD"(W20-4)sign is optional and should be considered on high volume or high speed roads, or when extended queues are expected. Chapter 5 September 2016 2011 Edition Page 85 Stationary Lane Closure with Flagging Diagram 320 2 C 03 o c6: s A o oo2 0 0 000¢ ;, \ • N W oT co I o m..N r ' 1 t u. a. Q 1. A es i RR" U . c = 4 I �Yf CI m 1 1 r% 80 I EEII, I, g CO ® ' • LI r I • i 3 CO �. � •• m El k q — y I • CD w aE • 11 • 0 m$ j•• • m15v 'ti as o I I 1 M re- — Y�•B R e a • O cn 4 I 1 v—, .1 to `° p r �. m Sign Spacing and Buffer Lengths tfeett I t • Posted Spada;Between Signs 'Buffet" GG to Speed A B C Space 0 o¢ Q 2 ` g 20 50 M• Z(� 0 25 100 100 100 75 I 0 . 30 100 �� 125 350 350 350 150 45 180 50 500 500 500 210 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 ROAD Sign Spacing and Buffer Lengths(feet) WORK sted Spacing Between Signs "Buffer" AHEAD —T� Speed A B C Space ONE LANE C 20 50 (Optional)' ROAD , A 25 100 100 100 75 AHEAD I 1 B 30 100 BE 35 PREPARED' W 125 TO STOP B 40 350 350 350 150 A A —r 45 180 • 50 500 500 500 210 M • 55 250 A 60 285 A • 65 700 700 700 325 Variable Location • 70 365 Work Space %_4 Protection Vehicle WI TMA(both Optional) See Chapter 4 I Buffer I'• •• Cone taper optional 1 mile • maximum nrVariable Location Al- _ Intermittent Cones Al- • APoNoor i / BE A ''PREPARED J- V ; �TO STOP I V B B ONE LANE C / (Optional) 4 f VAHEAD NN.,,,, WORK September 2016 Chapter 5 PHASE 2 TIGARD—TUALATIN SCHOOL DISTRICT FIBER PLACEMENT SHEET INDEX CONTACTS TIGARD OR No. DESCRIPTION SHEET 5-START OF PHASE 2 PROJECT 1 COVER MATCH TO PHASE 1-SHEET 68 FATBEAM 2 STANDARD LEGEND BRUCE HATHAWAY 3 GENERAL NOTES AND TYPICAL SENIOR ENGINEER q ■ TRENCH DETAILS 2065 W RIVERSTONE DR.SUITE 105 STANDARD DETAILS COEUR D'ALENE,ID 83814 sj1, PH 208-758-7055 }. • 7$• ' r 5 START U.G.AT SW 121ST AVE AND SW ANN ST CELL.208-771-9204 li BRUCE@FATBEAM.COM .., 6-38 U.G.AND AERIAL SHANE STARVOS (, V-A'_••' 39-40 ALBERTARIDAR E.S. PROJECT MANAGER PH:208-758-7022 r on;'.. ,r -• .,t.• 40A-60 U.G.AND AERIAL CELL 208-626-3394 r _ SHANE@FATBEAM.COM J • _• •e'• 61-62 DEER CREEK E.S. LYON COUNTY SCHOOL DISTRICT .1 ` 63-59 U.G.AND AERIAL ALAN MEDIEROS IT DIRECTOR ( , IP.1�'' 60-61 THOMAS F.FOWLER M.S. PH:775-463-6800 ALBERTA RIDER E.S. \\\ '�� ' • AMEDIEROS@LYONCSD.ORG •".i •'., 62-80 U.G.AND AERIAL JIM GLEASON r• r• ti_�1 MI' r, 'f°:e 81-82 HAZELBROOK M.S. I OPERATIONS 8 MAINTENANCE SUPERVISOR PH:775-063-6800 EXT 10242 .u1,"N 8,a::..i.,. 83-90 U.G.AND AERIAL CELL:775-302-7007 DEER CREEK E.S. - �i7' i • 91-92 BUS BARN ATCO COMMUNICATION SERVICES,LLC •�s i� If so SCOTT HAEGER - - r'•ty+, I • 93-117 U.G.AND AERIAL 4`. 4 PROJECT MANAGER ' O'„ 118-119 TUALATIN ES PH:360-563-9000 HAZELBROOK M.S. T ��.i'= C _�j - i SCOTT.HAEGER@ATCOTELECOM.COM • _ 120-121 U.G.AND AERIAL-CONNECT TO PHASE 1-SHEET 215 ATCO COMMUNICATION SERVICES,LLC _t S BRIDGEPORT E.S. SUSAN LEWIS c - /� •� •. , END OF PHASE 2-PROJECT 122-135 U.G.AND AERIAL SENIOR ENGINEER -� ., BUS YARD r 136-138 BRIDGEPORT E.S.-END OF PROJECT SUPHSAN.LEWI 503-730-1919 r- - �� - SUSANIEWIS@ATCOTELECOM.COM ' 4 I ,:;J j�4- —�'� 'I/ 4 TUALATIN E.S. .a -� 1 -' - - .?- 1" NOTE: 'U.G'=UNDERGROUND - 9?J AERIAL ROUTE _'$_ At I F - UNDERGROUND ROUTE Imo' .n/ ' . _ MATCH TO PHASE 1-SHEET 206 MATCH TO PHASE 1-SHEET 215 VICINITY MAP NOT TO SCALE •• • TWN: 131 FIBER PLACEMENT DIAL • •i•• asaosu a� / SEC: 13,14 811 OR-TIG-C1268 •..��lb• GON • 2065 W RIVBEAM PUBLIC RECORDS ERSIDE DR, TO ORS 9 AND ISNOTBET 1NII DSNR SLE TIGARD-TUALATIN S.D. SHT .,.•;. SUITE 105 OSILOSED MUT 1 CALL LOCATE 1 .-:•.:44 COEUR D'ALENE,ID 83814 ACOOROANCE"Til 1HE OREGON FLDR: SL TIGARD, OR BEFORE YOU PUBLIC RECORDS LAW,ORS DRWN: DP/LS/CS 138 192410 THROUGH 192505. DIG O F fatheam SCALE:NONE DATE: 09-10-19 N co 0 N- F I- nppo®® ❑ • 11 -g o < 6 0 i o ilii 8 N *(1 >- . MMW limilli ii ig ' ill ! Ighhhhh h h 11. I i 1 WI ; gi 1 i 1 I 1 g lg 0 000 d Z ui wz ❑ ■ •® OQElt3@n 3 o -.) a &Eo W mziElecleg oe ® G 17- UJo aag li i , ! 1 i _1 m < LL IT o 3iS i a l p„ i t t i 3 1 S 1 1 1 ,i § Fbki1 11 W Q LI COp al H 1 . � U N o N cn O o E ® ® E yh Z i W ^ Zti C� zo38 IV' l.�\ � (n 2 8 lJi O 0 W Z O I Z ill1! il la ! I li .,-, w � 81 1 ! / W N 6 NEPE4 BY B E € E ai! 70 S W▪W W W N 1~J 1 o W 0 U I : 10111111i • 14. - i11: 1IP " " WW1 :�:::• • :• :: GENERAL NOTES REPLACE WITH 12' 12' MIN. NATIVE TOPSOIL. L CALL UTILITY LOCATE AT 811 72 HOURS PRIOR TO TRENCHING OR DIGGING RESTOREITITO EXISTING DIA. CRUSHED ROCK, CONDITIONS OR 2. THE EXISTENCE AND LOCATION IIF ANY UNDERGROUND UTILITY PIPES OR BETTER. _ STRUCTURES SHOWN ON THESE PLANS WERE DBTADED BY FIELD INSPECTION AND A 'IL "' •;•- ;• • •D SEARCH IF TIE AVAILABLE CITY OR COUNTY RECERDS.SINCE THE ACTUAL LOCATION •N4'.`: . • AND NATURE O'THE UNDERGROUND FACILITIES NAY K SOMEWHAT DIFFERENT FROM �j:''•: MAINTAIN 95% SHOW,S/O ,THE CONEE TRACTIS REQUIRED TO VERIFY PRIM TO EXCAVATOR. MAINTAIN 95% .r COMPACTION OR COMPACTION OR a THE RIGHT-IF-WY SHOWN HAS NOT BEEN SURVEYED ER TIED RIGHT-IF-1/AY GREATER & BACKFILL GREATER & BACKFILL LOCATION IS ASSUMED VITH REFERENCE TO @LIE DATA SOURCE MATERIAL. = PER JURISDICTIONAL 2 CONTRACTOR TO VERIFY ALL RIGHTS-IF-VAY AN EASEMENTS PRIOR TO PER JURISDICTIONAL STANDARDS AND cONsrRL1CrIOl STANDARDS AND 4. FOR UNDERGROUND ACTIVITY.TEST AND VENTILATE IANCLE/UTILRY VAULT SPECIFICATIONS L.1 SPECIFICATIONS a PRIOR TO ENTRY.PLACE YARNING DEVICES AND MIRK AREA PROTECTION AS REQR• D,AND USE EYE AND MAD SAFETY PROTECTION PER FEDERAL,STATE,AND PROPOSED PROPOSED S. ALL EXCAVATION,TRENCHING,AND SHORING IS TO ADHERE TO THE=KM DUCT DUCT FEDERAL REGILATmIS CPR)1976.670 SUBPART P a. PROVIDE ALL PITS WITH I'x1'SINE AT OE END OF EXCAVATION FOR • • TECHNICIAN INGRESS/EGRESS, 4' MIN, 4' MIN. BEDDING b. EXCAVATED SPOILS ARE TO BE IC LESS THAN 24'FROM EDGE OF PIT CR BEDDING c. BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC SAFETY.Al BARRICADES TYPICAL TRENCH ASTM EQUIPPED GREATERTHANFLASHING LIGHTS SE NIGHTA PRIATESHSIORING FOR WALL DETAIL Y. TYPICAL TRENCH STABILITY. UNIMPROVED AREAS DETAIL THE TRENCH TRENCH IISTER IS TOO K MAGNUM IF 36 COVERAND FREE OF ROCKS.INN DEVELOPED AEASSAND AEON$ NTS GRAVEL STREETS MINIIUF OF 48.OF COVER IN UNDEVELOPED AREAS CANT VARIANCE FROM THESE NTS STANDARDS WILL BE SPECIFIED ON THE PLANS). 7. AS RESULT 0-SITS I AND BE LANDSCAPING ORIGINAL CONDITION OCR R DAMAGED SAWCUT EACH SIDE OF TRENCH IN ACCORDANCE WITH JURISDICTIONAL.AGENCY STANDARDS AID SPECIFICATIONS WIDTH OF TRENCH - SAWCUT 8. NORMAL/GUIDED-BORING METHOD REcoGMNDED WHEN BORING REPLACE ASPHALTWIDTH 9. ADHERE TO AIRTIGHT GUIDELINESULESS OTHERWISE NOTED. JURISDICTIONAL PER 6' 12' 6' 12' OR LESS 6' MIN, JURISDICTIONAL GREATER THAN 12' 12' 10. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTIONAL AENCYCS). STANDARDS AND MIN. SPECIFICATIONS. 3' MIN. AND AERIAL LOCA-REGULATFACILITIES ARE TO BE TESTED PRIDE TO BEGIMNDNG YORK PER STATE '14,147/, Ag•%/.E1101111 M. ALL vow AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO BE WITH APPROVED MAINTAIN 95% WARNING DEVICES AND PLACED PER STATE DEPARTMENT OF TRANSPORTATION AND/OR COMPACTION OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS.IF REQUIRED.ATRAFFIC RS GREATER BACKFILL PERMITTING AGENCY. BEGINNING VN.PERMITTING AGDCIEMST BE PERJUISDCTIOAI NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES. STANDARDS AND I- M. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL KMAINTADED SPECIFICATIONS LLI AT ALL TOES.AS NECESSARY,TETPONMY PEDESTRIAN CROSSWALKS AND WALKING G AREAS SHALL BE PROVIDED AND IAINTAIMED PER STATE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. PROPOSED 14. TFOOVNOIARE LG FTACESESTDAATEE FORMES TO BE VERIFIED PRIOR TO DUCT HE CINSTRUCTIIX • 13. PLACE FIBER TAG AT EACH POLE/VAULT LOCATION/SPLICE CASE 4' MIN, 16. BOND AND KROND TO NEUTRAL AT EACH AVAILABLE LOCATOR. BEDDING Nam TYPICAL TRENCH CONTRACTOR OR HIS AGENTS SHALL NOT ENTER OR ENCROACH UPON PRIVATE DETAIL ADVANCEY OF ENTRY.HNOTIICEE SNHALDIFYING LLL BE IN PERSON DR B"DDO! 17 GRIMM EERR IF ENNER IS ASPHALT SURFACE MOT PRESENT AT TIME OF PHYSICAL VISIT.DOR HANGER SHALL NOTIFY PROPERTY OWNER ff THE CONTRACTOR'S NAME,PHONE NUMBER,AND NATURE OF EHCROACHBEHT NTS AND WONT TO K PERFORMED 10• .• • TMS DATA IS EXEMPT FROM rwN. DIAL 811 OR-TIG-C1268 FIBER PLACEMENT RIE OREGON , • •••C FATBEAM pUacRECCORE�LAW PURSUANT RNG: • �,•••• 2065 W RIVERSIDE DR, TO ORS 192,AND IS NOT TO BE DSNR: SL ' TIGARD-TUALATIN S.D. SHT ti •;. SUITE 105 DISCLOSED EXCEPT IN CALL LOCATE 3 COEUR D'ALENE,ID 83814 ACCORDANCE WITH THE OREGON FLDR: SL ``- " PUBLIC RECORDS LAW,DRS _ _ TIGARD, OR BEFORE YOU fatfa+SIT 192410 THROUCiI 192505. DAWN: 09/1-15 DIG OF 138 bear NONE DATE: 09-10-19 OfS1NG aMD` TYPICAL DETAIL SMALL VAULT TYPICAL DETAIL LARGE VAULT SMALL VAULT 24X36X24 ASSEMBLY 4 TER 22 33,750 U3 LOAD RATING URGE VAULT 30X48X30 ASSEMBLY TIER 22 33,750 LB LOAD RATING ,`�' w Pim' .TipE O ♦ ! ..- I 41 I 48" MIN. DEPTH / TO TOP OF PIP ,KFI L-„LJ T 4iif ,r I mil► 1. .w..-1 1.. ........ 4" r A 4"KFILL-�':,Y,a'ZE'.,+A u01f IIS -... HC^E CI.7r 1110 ' AI1, WM ff1BER CABLE GUY HOOK II BOLTED CONNECTORS "UTIUTY VAULT' DEAD END GUY GRP 4 Who- - 10 COL CABLE IN EACH PULLBOX GUY STRAND r A i E CLATAP I 2e DEPTH OF VAULT 8' MIN. CONDOR AS SPECIFIEI' "LE Il 12" MAX. F a-119.0 IIn11u=u- . -. . 4 II 145'-60 UNLESS l �- NOTED OTHERWISE TYPICAL DETAIL WITHCON4T DISTANCE FROM VAULT TO POLE WITH 46" SWEEP DEAD END DOWNGUY SHALL BEEOUALORGREATER TRIPLE EYE ANCHOR ';11) THAN BURIED DEPTH OF THE POLE TYPICAL DETAIL AERIAL/UNDERGROUND TRANSITION •NCHOR • •• TMS DATA IS DmAPT FROM TWN. OR-TIG-C1268 • FIBER PLACEMENT DIAL WW:6• • FATBEAM FUBUC RE UW PURSUANTE UNDER DE RNG: 811 . 2065 SRIVERO DE DR, TOO 19 5 DISCLOSED IXSNT�BE TIGARD-TUALATIN S.D. CALL LOCATE SHT 4 DSNR: SL ...::::*::••= ACCORDANCE N1TH TME OREGON FLDR: SL TIGARD, OR COEUR D'ALENE,ID 83814 PUBLIC RECORDS UW,on - - BEFORE YOU 192410 THROUGH 192505. DRWN: DP/LS/CS fatkeam SCALE NONE DATE: 09-10-19 DIG OF 138 POILE INFORMI/�ThO I I ATTACHMENT LEGEND ®i •GE#2219 11:1) PGE#2218 ®' PGE#2217 NOTE: STRAND 0, ADSS DDE C21.09A C21.09A C21.09A —BRUSH IN BETWEEN STRAIGHT ATTACHMENT 45':CL4:'06 50':CL4:'03 45':BT:BT 14617 POLE SPANS.TRIM ATTACHMENT ADSS 21-45 FTR105964 PN-30'3" VZ264899 TREES AS NECESSARY. ils) SEC DL-27'7" SEC DL-29'3" SEC RISER DL-29'7" Q STRAND DE DEGREE PN-27'7" COMCAST-20'1"ON 12"FGA PN-29'4" ATTACHMENT ATTACHMENT COMCAST-23'9" FATBEAM POA 22'1"ON 12"FGA SEC RISER DL-28'0" STRAND DDE I1 OVERLASH FATBEAM POA 23'9" COMCAST-24'5"ON 24"FGA Ci,ATTACHMENT EXISTING LOWER COMCAST TO 22'9" FATBEAM POA-24'5"-ON 18"FGA 14621 LOWER COMCAST TO 23'5" STRAND 21-45 9 ANCHOR& FATBEAM PLACE(3)ANCHOR AND 14620 DEGREE GUY GUY L=12'E f I ATTACHMENT 10 DOWNGUY Ks., ADSS DE 14627 ATTACHMENT Ci 200'SLACK LOOP i 1 LLI> a ?765 LLI _ 12705 14631 aL Q N o =3 12585 -`' `,— N a z NOTE: tic .-I SEE SHEET 36 FOR UG DETAIL. 1144 FOC CO LASH`4`&-7_Sy RAND N 4 FOC ©©� M_—_.R/W - Q LASHS, STRAND VY l ~ I----TOP co FZ<3 /W /W % CO o –—�–— �"I IiIIIITEOP�— co 0 --+++ --42'---- I— -.t. N _----I— -�_-- N EOP < ____ SW BULL MOUNTAIN RD - * V EOP O aro --__ - -42'---M Q—R/W _ —42'---�- EOP /W Q(__ IIJ yEOP /W W 0 > O 12615 w w _ 12495 12781 12755 12739 ( 12687 I _ 12639 _ _ 12589 12557 12525 _ i 12663 ice I I I cn I r �.�, NS DATA Is COPT FROM• T`"N. 2S FIBER PLACEMENT D IAL 811 OR-TIG-C 1268 • .• • asNSDDRE UIIJER TT OREGON /\ SEC:1,2,12,13,24,25,26,35 • 2065 W RIVERSIDE DR, TO CRS FATBEAM PUBL/C�19 DIS NOTBE CORDS LAW PURSUANT 1N, DSNR SL TIGARD-TUALATIN S.D. SHT • •.• SUITE 105 DISCLOSED EXCEPT IN 1 CALL LOCATE 37 4,...:1.4.1 " COEUR D'ALENE,ID 83814 ACCORDANCE WIN THE OREGON 0 25 so FLDR: SL TIGARD, OR BEFORE YOU fatbelam »x`;92505 DRWN: DP/LS09-10- 9 DIG OF 138 SCALE:1"=50' DATE: 09-10-19 POLE INFORMATION: ATTACHMENT LEGEND PGE#134 , PGE#2221 ,. 14583 SW BIRDSVIEW LN ® C21.9A ® C21.09A ® C21 9A 20 ® C21 09A 5 / 1 STRAND Q ADSS DDE \\ STRAIGHT ATTACHMENT 45':CL2:'16 45':CL1:'17 45':CL4:'99 45':CL2:'06 ` i ATTACHMENT ("7".7 ADSS 21-45 PN-28'11" PN-29'3" COMCAST-23'4" SEC RISER DL-33'0" SEC RISER DL-28'9" SEC DL-27'5" PN_29'8" PN-27'10" 2 STRAND DE DEGREE SEC DL-26'9" COMCAST-21'5"-12'ALLEY COMCAST-24'10" SEC RISER DL-27'10" ! W ATTACHMENT ATTACHMENT COMCAST-21'9"-4'ALLEY ARM BOP ARM BOP FATBEAM POA 24'10" PL DG AND(3)ANC STRAND DDE Q8 OVERLASH ST LT DL-INS-26'6" PLACE DG TO EXISTING S/W LOWERCAST TO 23'10' L=10'N 3 ATTACHMENT EXISTING COM PLACE DG TO EXISTING(3) ANCHOR L=11'N FATBEAM POA 24'4" ANC 11'S/W PLACE AUX EYE 1 r w STRAND 21-45 Q ANCHOR& PLACE DG AND(3)ANC FATBEAM POA 22'5" > I DEGREE GUY L=8'WQ ATTACHMENT c.„ 0 DOWNGUY FATBEAM POA 22'9" I = 14636 Q ADSS DE 14627 M ATTACHMENT 11 200'SLACK LOOP '-' i NOTE: NLU j BRUSH IN BETWEEN I Q POLE SPANS.TRIM IP TREES AS NECESSARY. rn Fop 14649 ` I a \ \ o N o \ 14661 14670 13001I 144 FOp ` 48' \\ ®© 12 FOC LASH & 144 FOC LASH & �� LISH STRAND \ � 12 FOG �i STRAND ®© S 203'D �W 240' `ASH & ~~ i�` STRAND=^�Wir ti �, �i EOP co M p N ---- I- 4 �� °+° _—__46'___—o --- SW BULL MOUNTAIN RD --� x MATCH TO SHT 39 � `" '" .r p % --, a ©� _• NOTE: H NOTE: ` PL ./W_-_SEE SHEET 40A FOR G) /W x AvaftUG CONNECTION SEE SHEET 39 FOR UG En. I F- rn CONNECTION ALBERTA RIDER Z _ ELEMENTARY SCHOOL , -0rn 12869 12837 12813 1279' o ALBERTA I 12947 12923 12893 - L- SCHOOL , p ! I I MATCH TO SHT 40A 70 • e NS DATA IS Dfa1PT FROM TW" 2S FIBER PLACEMENT DIAL OR-TIG-C 1268 .• • • DISCLOSURE UNDER OREGON /\ SEC:1,2,12,13.24,25,26,35 •:.•••••:• �•-•• •• FATBEAM PU&1C LAN PURSUANT RNG: 1 W If 2065 W RIVERSIDE DR, TO ORS 192.AND IS NOT TO BE 1Nl TIGARD-TUALATIN S.D811 . SHT 38 ;:•:.� SUITE 105 DISCLOSED EXCEPT M DSNR: SL CALL LOCATE yy :t'� COEUR D'ALENE,ID 83814 ACCORDANCE EMU 1116 a 25 5o FLDR: SL TIGARD, OR BEFORE YOU Q`�QQm 11992.4,0 THROUGHC RECMS L;92.505 DRWN: DP/LS/CS ` SCALE:1"=50' DATE: 09-10-19 DIG OF 138