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PFI2020-00219 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT 111 • COMMUNITY DEVELOPMENT Permit#: PFI2020-00219 T I G A R.D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/16/2020 Parcel: SEG406 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: New Cingular Wireless PFI Project Description: 10500 SW Cascade Small cell installation on existing utility pole Class of Work: FEES Description Date Amount Type 4-Small Cell Wireless Facility PFI Permit Fee 07/16/2020 $300.00 Additional Plan Review(minimum charge 07/16/2020 $202.50 Owner: 1/2 hour) Total $502.50 PHONE: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: KRISTY WEAVER 16331 NE 72ND WAY REDMOND, WA 98 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: e Issued By: 1/ Special Conditions(See Attached) /// Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12020-00219 Type: Condition Name: Status: Severity: PFI_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 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_Small Cell 28-AS-BUILT DRAWING Applied Notice 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_Small Cell 31 -OTHER Applied Notice Other 15 INFRASTRUCTURE 06/23/2020 City of Tigard Engineering Department Attn: ROW Permits 1120 SW 5th Ave#100 Tigard, OR 97223 VIA EMAIL-ROWPermits@tigard-or.gov RE: Request to Construct Small Wireless Facility on Existing Structure Subject to 60-day Federal Communications Commission("FCC")Shot Clock Dear Engineering Department: On behalf of New Cingular Wireless PCS, LLC ("AT&T") we are pleased to submit this request to construct a small wireless facility on an existing structure within the public right-of-way. This facility will enhance the capacity of AT&T's existing wireless network and provide critical service improvements to the surrounding area. Project Description This request includes a facility that meets the definition of"small wireless facilities"pursuant to 47 C.F.R.§1.6002(I), constructed on an existing structure in the public right-of-way,without requiring structure replacement. AT&T ID Owner/Pole Type Location Proposed Height TGARD_003/ Portland General Electric-owned SW Cascade Ave&SW Greenburg Rd, 38'-5" FA wood utility pole 45.444330,-122.781913 14810884 Pole#C1135B-12043 j5INFRASTRUCTURE List of Permits/Agreements Requested AT&T has already entered into a Right of Way License with the City of Tigard.AT&T requests approval of the following permits and agreements, as well as any other authorizations necessary, for its proposed small wireless facility/facilities • Public Facilities Improvement(PFI)Permit • Related Permits/Approvals: o Right of Way License No.UTL2019-00002,passed April 30th,2019 FCC Shot Clock for Small Wireless Facilities We would also like to confirm the City of Tigard will review AT&T's application pursuant to the FCC's new timelines, or "Shot Clocks," for small wireless facilities, which are outlined 47 C.F.R. § 1.6003. All authorizations related to facilities to be collocated on existing structures are required to be completed within 60 days after filing,as follows: • This Application was filed on 06/23/2020. • Absent tolling,the City of Tigard must take final action by Monday,August 24th,2020. If you determine one or more of these applications are incomplete,please notify us by Friday,July 3rd,2020. Under 47 C.F.R.§1.6003,the"Shot Clock"for incomplete applications resets if notice of incompleteness is provided to the applicant within ten days of submittal. If an application is deemed incomplete a second time,the shot clock does not reset; instead,it is tolled,and then after resubmittal,it continues to run until a decision is made. Our goal is to work with you to obtain approval of these permits without delay. We will respond promptly to any requests for information you may have for our application. Please let us know how we can work with you to make the approval process easier for you. We look forward to working with you on this important project, which will significantly improve wireless communication services in your community. Should you have any questions or require additional information,please do not hesitate to contact me at the address below. Sincerely, Meredith Hewett mhewett@j5ip.com 6732 SW Terri Ct,Portland,OR 97225 503-312-3400 Enclosures: Public Facilities Improvement(PFI)Permit Attachments: Construction Drawings,Photo sim, RFSSR,SA,pole owner No Make Ready/Permission,TCP cc:Wendy Long, Mike Slotemaker Proposed: SMALL WIRELESS FACILITY—Design Modification Applicant: New Cingular Wireless PCS, LLC ("AT&T") AT&T Site Identifier: TGARD_003 Site Address: 10500 SW Cascade Ave Location: City of Tigard, Right-of-Way PGE Pole#: C1135B-12043 Permit#: TBD Applicant AT&T requests a design modification pursuant to Tigard's Public Improvement Design Standards (07-15-1998),Section J (Design Modifications), which authorizes the City Engineer to approve modifications meeting certain standards. The requested modification will allow installation of AT&T's "micro" sized small wireless facility ("SWF"), which is a slightly larger than its "pico" sized SWF. The micro SWF is able to serve a larger footprint than the pico SWF. AT&T's proposed modification(s) will have no impact on public safety and will merely: • add less than three inches to the permitted diameter of the canister antenna; and • allow AT&T's standard micro sized cabinet, which is 20 inches deep and must be mounted at 6 inches from the outside surface of the pole to meet PGE requirements. In addition to the following analysis under the City's design standards, AT&T's request is supported by the FCC Order, under which SWF development standards must be technically feasible.' Project Description To meet significant demand for wireless capacity in the immediate vicinity of the proposed site, AT&T is proposing a SWF at the location noted above and shown on the enclosed construction drawings. AT&T is proposing to extend the existing Portland General Electric ("PGE") pole to a total height of 38'5d". A canister antenna of 14.7 inches in diameter and AT&T's micro sized equipment cabinet, as well as a surge suppressor/disconnect, will be attached to the pole as shown in the 1Wireline Broadband Deployment by Removing Barriers to Infrastructure Investment, Declaratory Ruling and Third Report and Order,WT Docket No. 17-79,WC Docket No. 17-84, FCC 18-133 (rel.Sept.27,2018);83 Fed. Reg. 51867 (Oct. 15,2018)("FCC Order"),paras.86-87. construction drawings. The antenna and all equipment will be painted brown to match the wood pole. AT&T has two standard equipment cabinets, the micro cabinet and the pico cabinet. This SWF requires the micro sized cabinet, in order to hold the equipment and radios necessary to support AT&T's micro antenna, which serves a larger area than AT&T's pico SWF. The micro cabinet is 44"H/21"W/20"D. To meet PGE requirements,the cabinet must be mounted at a sufficient distance from the pole to allow safe climbing (6 inches). This cabinet is 10.7 cubic feet in volume, well under the 28 cubic foot limitation in the City's design standards. Wireless Cabinets and Equipment Standard 5.B.e. on page 6 of 11. Further, the FCC Order allows a total volume of no more than 28 cubic feet, with no dimensional limitations on individual pieces of equipment or cabinet sizes. AT&T's proposed equipment would occupy a volume less than 28 cubic feet. Relevant City Standards The City of Tigard's wireless facility standards allow a canister of up to 12 inches in diameter. Wireless Antenna Standard C.b. on page 7 of 11. AT&T's proposed canister antenna is 14.7 inches in diameter. For equipment, the City's wireless standards allow a protrusion from the surface of the pole of up to 18 inches. Wireless Cabinets and Equipment Standard 5.B.c. on page 5 of 11. AT&T's proposed equipment cabinet will protrude 26 inches from the pole's surface in order to allow the 20-inch deep cabinet to be mounted at 6 inches from the outside surface of the pole. Network Information AT&T is continually upgrading and expanding its wireless network throughout the City of Tigard, including the installation of the latest small wireless technology with this proposal. Upon completion of this latest addition of capacity, AT&T will operate a state-of-the-art digital network of wireless facilities throughout the proposed coverage area as part of its nationwide wireless network. The proposed SWF will function as an important element of AT&T's wireless network in the immediate area around the proposed location, which is needed to serve significant unmet demand for wireless services. This location will serve to provide much-needed capacity to AT&T's existing network. The need for improved service in this geographic area is determined by market demand, coverage requirements for a specific geographic area, capacity, and the need to provide continuous coverage from one site to another in a geographic area. 2 Request for Design Modification AT&T requests two design modifications to install its 14.7" canister antenna and micro equipment cabinet. AT&T's proposed modifications are minor, with minimal visual impacts, and the changes will not impact public safety. Pursuant to Section J. 2.4 of the City's Design Standards, AT&T's proposed design and equipment is a minor change needed to avoid an undue hardship to AT&T, and the alternative design provides a plan equal to the City's standards in that it minimizes visual impacts. Section 1.2.4. Criteria for Modification of Specification Standards The city Engineer may grant a modification to the adopted specifications or standards when any one of the following conditions are met. (c)A minor change to a specification of standard is required to address a specific design or construction problem which, if not enacted, will result in an undue hardship. AT&T's first specific design problem is that its antenna is 2.7 inches larger in diameter than the City's antenna standard. AT&T suffers an undue hardship in the prohibition of its antenna when the antenna is needed to adequately serve the vicinity of this SWF, especially when AT&T's antenna meets the applicable FCC dimensional (volumetric) standards for a SWF (3 cubic feet). The City's antenna standard arbitrarily forecloses AT&T's typical design for a micro sized facility, and relief from this standard will allow AT&T to proceed. AT&T's second design problem is that its standard micro sized equipment cabinet must be 20 inches deep in order to enclose the radios and other supporting equipment needed to support the micro antenna at this location. In addition,the cabinet must be mounted 6 inches from the pole to meet PGE standards, for a total of a 26-inch protrusion from the surface of the pole. Again,AT&T's design is consistent with applicable requirements of the FCC Order. And, similarly, the City's equipment standard arbitrarily forecloses AT&T's typical design for a micro sized facility, and relief from this standard will allow AT&T to proceed. (d)An alternative design is proposed which will provide a plan equal or superior to these standards. In considering the alternative, the City Engineer shall consider appearance, durability, cost of maintenance, public safety, and other appropriate factors. AT&T's alternative design has no greater impacts with regard to durability, cost of maintenance, and public safety. With regard to appearance, AT&T's alternative design provides an equal plan in that overall visual impacts are limited as much as is technically feasible. Thank you for your consideration of this request. 3 Tigard City Hall Attn: ROW Permits 13125 SW Hall Blvd, Tigard, OR 97223 VIA EMAIL AND FEDERAL EXPRESS: ROWPermits@tigard-or.Rov RE: AT&T—Small Wireless Facilities in Tigard, OR Letter of Authorization—Meredith Hewett,l5 Infrastructure Partners, LLC To the City of Tigard: Please accept this letter as authorization for Meredith Hewett and J5 Infrastructure Partners to represent and serve as the contact for New Cingular Wireless PCS, LLC(AT&T) regarding small wireless facilities and any associated franchise agreements or master attachment agreements related to AT&T deployments in the City of Tigard. If you have any questions, please contact me at(425) 214-2186. Sincerely, Kristy Weaver Area Manager, C&E cRAN—PNW Market AT&T Mobility PNW ESCity of Tigard PFI#; PF12020-00219 ENGINEERING DEPARTMENT Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: CRAN_RWOR_TGARD_003 ❑ TYPE 1-Franchise Utility Work Brief description of project: Small cell installation on existing performed byNWN,POE, or utility agency utility pole. ❑ TYPE 2-ROW Sidewalk/Driveway/Sewer S E G 406 Work performed for the purpose of. • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): 10500 SW Cascade Ave main line tap ❑ TYPE 3-Full Scale Development Work Tigard, OR 97223 performed with land use approval which includes any of the following. • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: New Cinqular Wireless PCS, LLC • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 16331 SE 72nd Way water service area City/State: Redmond. WA98052 ® TYPE 4-Small Cell Technology Zip: ❑ TYPE 5-Tigard Triangle Phone: Email: Phone: 425-214-2186 NOTE: Type 1 and 2 applications may be Contact name: Kristy Weaver emailed to rowpermits@rigard-or.gov. tigard-or.gov. Phone: 425-214-2186 Email: ko3199@att.com CONTRACTOR INFORMATION ❑ Same as applicant Name: Meredith Hewett/J5 Infrastructure Partners CCB Number: UNKNOWN Mailing address: 6732 SW Terri Ct. City/State: Portland. OR Zip: 97225 Phone: 503-312-3400 Email: mhewett@j5ip.com ENGINEER INFORMATION Name: TeleMtn Engineering, LLC Mailing address: 104 Broadway Suite 600 City/State: Denver, CO Zip: 80203 Phone: 303-596-6804 Email: Kscott@telemtn.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 15,000.00 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes El No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as'Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license 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 must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I, the applicant,certify that: • To the best of my knowledge, all the information provided within this application package is complete and accurate. • 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,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. 1 -r /i /'l eu,t.I..f�!. Meredith T. M. Hewett 05/11/2020 pplicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE(ONLY �+ Case No: PFI2020'0021 9 Permit fee: ST2 50 Received by: MB Date: 6 ?, /20 Approved by: t/ta� Date: Notified by: h./ Date:I� Q � City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-ozgov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations. Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7% (less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? g Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered? (check all that apply): ®Small Cell 0 Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: ® Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes (City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary (Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan O Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature O Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report Li Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat O Pathway Design ❑ Water Provider Approval City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 3 of 4 4 gin- '• y- � 1 Edge of Pavement "U Ditch _r n `Streetlight _ �• Jr �" . R/.•ai nrau. 0 .N / X a}�'� I I i T—�roporelrge1�werTi'ne" ... • NI Existing House I 1 'Q .c I Existing _r Driveway Ili 3r i in 1 y di 1 I 1 E4I 5I I rl 1... 1 m i to A I a,et`• P�v 1 iI I o 0 i Existing Shop I i 1• Powerpole i I I 1 �` o • o 1 Ia 95' I--- I D dope—Iiy-Une I Q I Fire Hydrant(FH) 1 I 1 IScale: 1"=30' 1 I I I 1 I j I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) North arrow Property lines&dimensions Existing utilities locations (sewer,storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-otgov • 503-718-2421 • Page 4 of 4 SITE PHOTO PREPARE)FOR SITE NAME: CRAN_RWOR_TGARD_003E `, { a POLE# : C 1 135B 12043 AT&T � •. 16448-003E�Y*t(_/' 4 SCIP ID# 19801 SW 72ND AVE. . . TUALATIN.OR 97062 ° .4 SITE TYPE: WOOD UTILITY POLE Vendor AT&T • � I_a,C= 1 SITE ADDRESS: 10500 SOUTHWEST CASCADE AVENUE 82 WNFAIARNSHRERWOODRRD immiliT4 . �..�` ' _ � TIGARD, OR 97223 SUITE200 IUALATIN,OR 97062 J5 PRO rEC1 ID PM22.J , -- COUNTY: WASHINGTON COUNTY Vey,.—.� wiffiligaiiii JURISDICTION : CITY OF TIGARD tellusconne ITILLETON,CO 80120.15'J J ' Vendor. SITE INFORMATION VICINITY MAP LOCAL MAP PROJECT DESCRIPTION 40i SITE INFORMATION: ,; es PROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS Tell ti tn SITE NAME: CRAN_RWOR_iGARD_003E cosla.d N4sawv Garee+® '""' ' T• - FACILITY.ON AN EXISTING UTILITY POLE WITHIN THE PUBLIC RIGHT-OF WAY •••'••••'"• SKIP ID*/ M: I68-003E 1 j • 9S IN CONSISTING OF THE FOLLOWING- IN IIROADWAY.SunE 600 LATITUDE: 45°26'39.59"N(45,444330) lu�'AVRlS8PR:Alt C�N:t �•'' DENVER.C080203 LONGITUDE: -122°46'54.89'W(-122.7819131 D'egOn i°°Q I of I [( INSTALLATION: SITE ADDRESS: 10500 SOUTHWEST CASCADE AVENUE C' -Pt1 9 Q .. I)PROPOSED AT&T CANISTER ANTENNA TIGARD.OR 97223 - - 1 COUNTY: WASHINGTON COUNTY p t - .. 1)PROPOSED AT&T ANTENNA MOUNT DRAWN BY: SS JURISDICTION: CITY OF TIGARD ,� ,Q1HI 1/400 11 PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR ZONNG CLASSIFICATION: N/A n _ • r I , . .. 31 PROPOSED AT&T CONDUITS CHECKED BY: RC —GY.JkA'LYkIIPFu/., _ .. I)PROPOSED RBERGLASS POLE EXTENSION&ANTENNA MOUNT CONSTRUCTION TYPE: N/A ' P. 1 YTS .x _ .. I)PROPOSED AT&T EQUIPMENT ENCLOSURE OCCUPANCY: N/A y ADJACENT PARCEL#: 15135BA03303 Beaec.• — .i ` OVERLAY ZONE: NONE T': - gi 'k. - RELOCATE')EXISTING SPECIAL AREA SUBZONE: NONE ,pR,S^.- 121 IX6TING POWER LINES TO BE LOWERED A.DA COMPUANCE: FACILITY IS UNMANNED AND NOT FOR "al°'N'14`11 �. ' I I EXISTING COMM.UNE TO(*LOWERED HUMAN HABITATION ' `POLE OWNER: PGE(PORTLAND GENERAL ELECTRIC) • I:1-n I TT ADDRESS: 121 SW SALMON ST I (i I+�.t )) r . PORTLAND.OR 97204 •. R :,.- ¢R®rR4Rr PHONE: (503)464800 ?1'i,. fl .•S/ • APPLICANT/CARRIER: AT&T MOBILITY V Y ... ADDRESS' 16331 NE 72ND WAY ' v • ^ —.. . 11. REDMOND,WA 98052 •'OSrR So 6 rr 0t 4 ) 4 • CONTACT: KRISTY WEAVER ,.„K PHONE: (425)214-2186 �. —�*` ' -- SI s t" • -7- .R --Ti 0 03/06/20 100%CDs ELECTRIC PROVIDER: PGE(PORTLAND GENERAL ELECTRIC) 6. - ^• REV DATE DESCRIPTION PHONE: (800)542-8818 l Licensor' 406 &a0^NFt PROJECT TEAM CODE COMPLIANCE DRIVING DIRECTIONS SHEET INDEX REV. " 9 ENGINEER: SITE ACQUISITION: DIRECTIONS FROM PDX AIRPORT: T I TITLE SHEET 0 ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH CURRENTS TELEMTN ENGINEERING LCC: JS INFRASTRUCTURE PARTNERS EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORIES. GN I GENERAL NOTES 0 •. 69711— CONTACT:KHRISTOPHER SCOTT,PE CONTACT:AARON GUDEU I. GO SOUTHWEST ON NE AIRPORT WAY A-I OVERALL SITE PLAN 0 EMAIL:KSCOITaTEIEMTN.COM EMAIL:AGUDEI30J51P.com COMMERCIAL BUILDING CODE: 2. KEEP RIGHT AT THE FORK ONTO NE AIRPORT WAY A 2 ENLARGED SITE PLAN 0 PH:(3031-596-6804 PH:(805)298.309I OREGON STRUCTURAL SPECIALTY CODE)OSSC)-2014 3. KEEP LEFT AT THE FORK ONTO NE AIRPORT WAY A3 IA LETTER 0 4. TAKE THE RAMP ON THE RIGHT AND GO ON I-205 S TOWARD PORTLAND/SALEM/1-84 A-4 ELEVATIONS 0 - ,«:;...�,;....:;�,;..,,,. ATT CONSTRUCTION MANAGER: AT&T PROJECT MANAGE!: COMMERCIAL ELECTRICAL CODE: """�B� " 1°O' '"°^ Bf °• "1O"°`•' 5. BEAR RIGHT ONTO THE RAMP AT EXIT 21 B AND GO ON 1-84 W/US-30 W TOWARD PORTLAND A 5 ELEVATIONS 0 or OREGON ELECTRICAL SPECIALTY CODE(OESCI-2017 D-1 DETAILS 0 J CONTACT:CHARLE PITT CONTACT:WENDY LONG 6. TAKE THE RAMP ON THE LEFT TO I-5 S TOWARD SALEM/OMSI/CITY CENTER ATI CONSTRUCTION MANAGER EMAIL:W1729kNott.com 7. KEEP LEFT AT THE FORK ONTO 1-5 S TOWARD SALEM D-2 DETAILS 0 AT&T Slle ID: EMAIL:cp1261GotI.com PH:(206)321.1116 TO OBTAIN LOCATION OF PARTICIPANTS D-3 DETAILS 0 PH:971-295-6924 B. KEEP RIGHT AT THE FORK ONTO FS S TOWARD SALEM UNDERGROUND FACILITIES BEFORE 9. TAKE THE RAMP ON THE RIGHT AT EXIT 294 TO OR-99W TOWARD TIGARD/NEWBERG D-/ DETAILS 0 YOU DIG IN OREGON.CALL OREGON RF-1 RF WARNING SIGNS 0 CRAN_RWOR iGARD_003E RF ENGINEER: PROJECT MANAGER: UTILITY NOTIFICATION CENTER 10. CONTINUE FORWARD ON SW PACIFIC HWY(OR-99W)FT E-I PLUMBING DIAGRAM&DC POWER SCHEMATIC 0 AT&T 151NFRASTRUCTURE PARTNERS IF TOLL FREE:1-800-regon.44 OR 11. BEAR RIGHT ONTO THE RAMP AND GO ON OR-217 N TOWARD BEAVERTON/SUNSET HWY. G.1 GROUNDING DETAILS 0 16448-003E CONTACT:CHRIS OSGOOD CONTACT:MIKE SLOTERMAKER www.digsafelyoregon.com 12. TAKE THE RAMP ON THE RIGHT AT EXIT 5 TO GREENBURG RD. G 2 TYPICAL GROUNDING DIAGRAM 0 RAN ENGINEER EMAIL:msbtermoker®)Slp.com OREGON STATUTE 13. TURN LEFT ON SW GREENBURG RD. 10500 SOUTHWEST EMAIL:co3884EOU.com PH:(206)214-8954 Know What's below. REQUIRES MIN OF 2 14. BEAR RIGHT ON SW CASCADE BLVD. CASCADE AVENUE WORKING DAYS NOTICE ATE MANAGER: Cali before you dig. BEFORE YOU EXCAVATE TIGARD,OR 97223 JS INFRASTRUCTURE PARTNERS Sneel Tile: CONTACT:JOSH MALBERG LEGAL DESCRIPTION EMAIL:jmobergEj5p.com SHEET PH:(206)316-1897 RIGHT-OF-WAY L J ,S CONSTRUCTION MANAGER: DO NOT SCALE DRAWINGS Sheer Numbe•: J5 INFRASTRUCTURE PARTNERS T- 1 CONTACT:ADAM SPRAGUE CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON THE JOB SITE EMAIL:ospogue@jSip.com &SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES PH:(503)309-1383 BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 18111.. PREPARED FOR SITE WORK GENERAL NGII GEN�RAI,__NQIE_S ELECTRJC9,L,-IINITALLATION NOTE$ - -i SJBCONTFPCTO4 L CONTACT UnLITY LOCATING SEPlgES PRIOR TO THE STAR I FGR FIRE P;RPOSE Gf CDNSTRUCTgT:CRAWLSC THE FOLLOWING C€FINI'IOYS SHAL,. • ALL ELECTRICAL AORK SHALL BE PERFORMED IN ACCORDANCE WIT, THE PROJECT ALL GROUNC L.LECIROUt SYSTEMS INCLUDING TELLCONALTNCATON.RADIO.LIGHTING � OF GONSTRI!CTION, APPLY: SPECIFICATIONS.NEC AND ALL APPLICABLE FEDERAL. L STATE.AO LOCAL PROTECTION AND AC POWER G_SS) SHALL BE BONDED TOGETHER AT 0R BELOW GRADE.61 AT&T CONTRACTOR - J5:NERASTRTURE PARTNERS CODES/ORDINANCES TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC, 2 ALL EXISTING ACIRE SEWER, WATER,GAS,ELECTRIC,ANC OTHER UTILITIES WHERE SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCIICN) ENCOUNTERED IN THE WORK.SHALL BE PROTECTED AT ALL TIMES AND WHERE ACCOUTER CARRIER AT&T 2 CONDUIT ROJTINGS ARE SCHEMATIC SUBCONTRACTOR SHALL ASTALA CONDUITS SO THAT 2. THE SUBCONTRACTOR SHALL PERFGRN IEEE FALL O-POTENTIAL RESISTANCE TO EARTH FOR THE PROPER EXECUTION OF THE WORK,SHALL BC RELOCATED AS DRECTEO 87 POLE OWNER - POE ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. TESTING(PER IEEE 1100 AND BO FOR GRAND FIFCTROGE SYSTEMS. THE SUBCONTRACTOF CONTRACTOR. EXTREME CANTON SHOULD RE USED BY THE SUBCONTRACTOR WHEN OEM - ORIGINAL EQUIPMENT MANUFACTURER 3. WRING. RACEWAY AND SUPPORT METHODS AND MATERIALS STMLL COMPLY WITH THE SHALL FURNISH AND INSTALL SUPPLEMENTAL CHILLING ELECTRODES AS NEEDED TO ACHIEV' 19801 SW 72ND AVE. EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL REOU'REMENTS OF THE NEC.HILTI LPdXY ANCHORS ARE REQUIRED WI Ip40/. A TEST RESULT OF 5 OHMS OR LESS TUALAPN.�9?D62 PRONGS SAFETY TRNNINL FOR THE WORKING CROW. THIS WILL INCLUDE BUT NOT OF 2. PRIOR TO ME SUBMISSION OF BUDS.THE BIDDING SUBCONTRACTOR SHALL WAIT THE IMITED TO A) FALL PROTECTION B)CONFINED SPACE C) El ECTRCAL SAFETY 0) CELL SITE TO FAMILIARIZE THEMSELVES.WITH THE EXISTING CONDITONS AND TO CONFIRM 4. ALL CIRCUITS STING BE SEGREGATED AND MAINTAIN MINIUUU CASTS SEPARATOR AS 3. THE SUBCONTRACTOR a RETROEE4LE FOR PROPERLY SEQUENCING GROUNDING ANC TRENDING ANO E%CAAATIOR THAT THE WORM CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. REQUIRED BR THE NEC. UNDERGROUND CONDUIT:NSTALUTION AS TO PREVENT ANY LOSS OF CONTINUITY IN '... ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION Of THE CONTRACTOR GRWNDIAG SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 3. ALL SITE WORK SHALL BE AS NDEATEC ON THE STAMPED CONSTRUCTION ONAWINGS AND AND L ENRM 5 CABLES SH& NOT BE ROUTED THROUGH LADDER-STYLE GABLE TRAY RUNGS. 'V¢OdgT. PROJECT SPECIEIGTLNS. 4. METAL.CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH �51NFRASTRUCTUR MATERIALS3. AL FURNISHED AND INSTALLED SHALL AlAlALL BE IN STRICT ACCORDANCE WITH L 6. EACH END OF EVERT POWER, POWER PHASE CONOuCTOR (I.E..HOTS),GROUNDING AND 11 LISTED BONDING PTTINO OR BY BONDING ACROSS THE DISCONTINUITY WITH 06 AMA CC-'F:` ' N 4 1 e 4 4. IF NECESSARY, RUBBISH, STUMPS.DEBRIS,STENS.STONES, AND OTHER REFUSE SHALL APPLICABLE CODES. REGUTASCNS,AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL CONDUCTOR AND CARTE SHALL BE LABELED OTH COLOR-CODED INSUAATION OR WIRE IA APPROVED GROLINONG TYPE CONDUIT CLAMPS. RE REMOVED FROM THE SITE AND DISPOSED Of LEGALLI. APPROPRIATE NOTICES AND COMPLY OTI ALL.LAWS.ORDINAMCES, PULES, REGULATIONS ELECTRICAL TAPE (3M BRAND.11-PLASTIC ELECTRICAL TAPE W/W PROTECTOR.DR 8215 SW 1UALA1maHERWOOD RD. AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM W/NEC AND OSHA. S. METAL RACEWAY SHALL NOT BE USED AS TINE NEC REOLAREO EQUIPMENT GROUND SUITE 5. AL EXISTING INALTVE SEWER.WATER,GAS, ELECTRIC.AND OTHER UTILITIES,WHICH WORK. ALL WONT CARRIED OUT SHALL COMELY WITH ALL APPLICABLE MUNICIPAL AND CONOLICOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION.SIZED IN 1UALABN,OR 97062 INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, UTILITY COMPANY SPECIFICATIONS.AND LOCH. JURISDICTIONAL CODES.ORDINANCES AND 7. ALL ELECTRICAL COMPONENTS SHALL 8E LABELED W/ THEIR VOLTAGE RATING, PHASE ACCORDANCE WITH THE NEC.SHALL FURNISHED AND INSTALLED NTH THE POWER PULP-'. J3 PROJECT D:PIOAT240 PLUGGED.OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THL APPLICABLY PFOIILATINS. CONEOURATION.WIRE CONETGURATION.POWER CR AUPACIYY RATING AND BRAHCH CIRCLAT TO BIS EQUIPMENT EXECUTION OF THE WONT.SUBECT TO THE APPROVAL OF CONTRACTOR. OWNER. AND/OR DRAWINGS PRONGED HERE ARE xOT TO sour NO ARE INTENDED TO SHOW OUTLINE 0 NUMBERS(IE.PANEL BOARD AND CIRCUIT VS). vendor: 4 DRAW LOCAL UTILITIES. ONLY 8. PANEL BOARDS(ID NUMBERS)AND INTERNAL CROUP BREAKERS(CIRCUIT ID RANTERS) EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER T;RDARD BAR FPTH SRAL BE CLEARLY LABELED WITH PLASTIC LABELS. GREEN INSULATED SUPPLEMENTAL EQUIPMENT CUWNG WIRES./6 BRIG STRANDED COPPER I 6 THE SUBCONTRACTOR SHAD PROVIDE SITE SIGBLACE IN ACCORDANCE WITH THE TECHNICAL LARGER FOR INDOOR BTS:62 AWG SOLID TINNED COPPER FOR OUTDOOR ITS. SPECIFICATION FOR SITE SIONAGE. 5. UNLESS NOTED OTHERWISE.THL WORK SHALL INCLUDE FURNSHNG MATERIALS.EQUIPMENT. B ALL TIE WRAPS SHALL RE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP tellus connect APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL.INSTALLATIONS AS*LOCATED 7, CONNECTORS TO THE GROUND BUS SHALL NOT BE DOUBLED UP DR STACKED BACK TO 2. DIE SITE SHALL BE GRADED TO CAUSE SJPFACE WATER TO FLOW AWAY FROM TIRE BID ON THE DRAW NOS. EDGES RACN,CONNECTIONS ON OPPOSITE SIDE OF OT E D OU EDS ARE PERMITTED.E) EQUIPMENT AND TOWER AREAS. ID. POWER. CONTROL AND EQUIPMENT GROUND WIRING IN TUBING CR CONCUR SHALL BE 6. 'KITTING LIST'SUPPLIED WITH THE BD PACKAGE IOENTNTES ITEMS THAT WILT BE SUPPLIED 5808 SOUTH A 8. n0 FILL OR EMBANKMENT MATERIAL SNAiI.BE PLACED ON FROZEN GROUND. FROZEN BY CONTRACTOR. ITEMS NOT INCWOED IN THE BILL OF MATER;AS AND KIrtING LIST SINGLE CONDUCTOR(III AWL OR LARGER),600v,OIL RESISTANT ZHHN OR THYN-2, A. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROAT. LITTLETON.CO B0120 MATERIALS.SNOW.OR ICE SHALL BE PACED IN ANY FEL OR EMBANKMENT SHALL BE SUPPLIES BY THE SUBCONTRACTOR. CLASS B STRANDED COPPER CABLE RATED FOR SOC(WET A DRY) OPERATION LISTED OR RING SHALL SF 112 AWG SOLID TINNED COPPER UNLESS OTHERWISE INOCATED, LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWSE SPECIFIED. Vendor 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE 7. THE SUBCONTRACTOR SHELL INSTALL ALL EQUIPMENT AND MATERIALS PEACCORDANCE WITH 9. ALUMINUM CONDUCTORS DR POPISH CLAD STEEL CONDUCTORS SHALL NOT RE LAM FOR 14, 1 T. SUPPLEMENTAL EQUIPMENT GROUND WRING LOCATED INDOORS SHALL BE SINGS GROUNDING CONNECTIONS. / •T'P✓,'N.La\ PRIOR TO FINISHED SURFACE APPLICATION. MANUFACTURER'S RFtiOMMENIMiONS UNLESS SPECIFICALLY STATED OTHERWISE. II. AWE OR LARGER).BOOR.OIL RESOTANI THHN OR TIWNN-2 GREEN CONDUCTOR INSULTION1O USE OF 90' BENDS IN TI'E PROTECTION GROUNOINC CONDUCTORS SHALL BE AVOIDED WHEN 10. THE AREAS OF THE OWNERS PROPERTY DISTURBEDALLERBYA ENE WORK UNWORN NOT COVERED BY 8. IT THE BCONTSPECIFLEDAC EQUIPMENTRSHALL ROV SE NERNAI AS SHOWN ON THESE DRAWINGS,OVALBYLJUMN CLASS B OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED TeleMtn THE TOWER.EQUIPMENT,RE OR ION S SHALL F#THE DP TOOJ A 11SPECIFI SLOPENAND THE SUBCONTRACTOR SHALL PROPOSE AN OCTEDING INSTALLATION OR APPROVAL UNLESS OTHERWISE SPECIFIED- 45' BENDS CAN RE ADEQUATELY SUPPORTED, STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT,SPECIFICATIONS. THE CONTRACTOR AND 111E PRIOR 10 PROCEEDING WITH ANT SUCH CHANGE OF 12 POWER AND CONTROL WIN1N5.NOT IN TOEING OR CONDUIT.SHALL BE MULTI-CONOUCTOR. I1. ENO/THERMIC WELDS SHALL BE USED FOR ALE GROUNDING CONNECTIONS BELOW GRADE. IG48ROADWAY SUITE(OO INSTALLATION. DEN VER.CO 802E3 ET. SUBCONTRACTOR 51-44L MINIMIZE DSTURRANCE TO EXISTING SITE DURING CONSTRUCTION. TYRE IC CAME (I14 AO OR LARGER). RGOV,OIL RESISTANT TEN4 OR THAN-2.CLASS HINL I2 ALL GROUND CONNECTIONS- ABODE GRADE (NIERCR AND ExTEmlR OR)SHALL BE FORMED EROSION CONTROL MEASURES.IF REQUIRED DURING CONSTRUCTION. SHALL BE IN 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER AND II CABLES. B STRANDED COPPER CABLE RATED FOP ROC(WET AND DRY)OPERATION MATH OUTER HIGH PRESS C RAAPs CONFORMANCE MATH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. GROUNDING CABLES AS SHOWN ON THE POWER.CROUTONS AND TELCO PLAN DRAWINGS. JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. T2. NOTICE TO PROCEED - NO WONT TO COMMENCE PRIOR TO COMPAN'Y:5 WRITTEN NOTICE 10. THE SUBCONTACTOR SHALL PROTECT EXISTING RAPROVEUENIS PAVEMENTS, CURBS. A. ALL POWER AND GRIJUNDNE CONNECTIONS SHALL RE CRAM-STYLE COMPRESSOR WIRE TO. COMPRESSION GROUND CONNECTIONS MAY/E REPEALED BY E%OHERMC WELD LONNECTICN:I DRAWN BY:SS TO PROCEED AND THE ISSUANIF OF A PURCHASE ORDER LANDSCAPING AND STRUCTURES. ANT DAMAGED PART SHALL RE REPAIRED AT THE LOGS AND WIRE NUTS BY THOMAS AND BETTS(OR EQUAL).LUGS AD ORE NUTS SHALL TA ACE BRIDGE BONDING CONDUCTORS SHALLBE EXOTHERMICALLY BONDED O4 BCLTTD i0 THI CHECKED BY: RD SUBCONTRACTOR'S EXPENSE:TO THE SATISFACTION OF THE OWNER. BE RATE TOR OPERATION AT NO LESS THAN ISO.(ROC N AVAILABLE). BRIDGt AND THE TOWER GROUND BAR. 13. ALL CONSTRUCTION MEANS AND METHODS, INCLUDING BUT NOT LIMITED TO. ERECTOR PLANS,RIGGING PLANS,CORRAL PONS.AND RESCUE PINTS SHALL BE THE II. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERALS SUCH 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ID APPROVED ANTOXDNNE COATINGS (!.E.CONUUCTIVC GEL OR PASTC1 SHALL RE USED ON AI RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR At EXECUTION Of THE AS COAXIAL GABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS 'ACCORDANCE WITH HEW, UL ANSI/IEEE AND NEC WORK CONTAINEDAND HEREIN SHALL MEET ANSI/TIA TOTS (LATEST EDITION),OSHA AND REMOVED SHALL BE RETURNED TO THE CANER'S DESIGNATED LOCATION. COMPRESSION AND BOLTED GftOUFD CONNECTIONS GENERA. INDUSTRY STANDARDS,ALL RICDNG PLANS SHALL ADHERE TO ANSO/TIA-TOTS 15, ELECTRICAL METALLIC TUBING(EMI)OR ERGO NONMETALLIC CONDUIT (LE. RIGID PVC I6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED NTH A CORROSION RESISTANT (LATEST EDITION)INCE:ANL THE REQUIRED WNOLNEMENT OF A QUALIFIED ENGINEER NOR 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION; TRASH AND DEBRIS SCHEDULE 40 DR RIGID PVC SCHEDULE BO FOR LOCATIONS SUBJECT TO PHYSICAL MATERIAL. CLASS TV CONSTRUCTION. SHOULD BE REMOVED PROM SITE ON A ONLY BASIS. DAMAGE)SHALL RE USED FOR EXPOSED INDOOR LOCATIONS. 17 MISCELLANEOUS ELECTRICAL AND NON-ELECIRCA. META BOXES. FRAMES AND SUPPORTS 16. ELECTRICAL METALLIC TUBING(EMI).ELECT/ANAL NONMETALLIC TUBING(EMT) OR ROOD SHALL BE BONDED ID THE GROUND RING,IN ACCORDANCE WA THE NEC. NONMETALLIC COAWJUIT(RIGID PVC.SCHEDULE AO)SHALL BE USED FOR CONCEALED AHREVIATIONS AND SYMBOLS: INDOOR LOCATIONS. TB. BOND ALL METALLIC OBJECTS WITHIN NET OF AWN GRAND WIRES WITH i-B2 AWE ON-PLATED COPPER GROUND CONDUCTOR. 17. SCHEDULE 40 PVC UNDERGROUND ON STRNGHTS AND SCHEDULE BO PVC FOR ALL I ABREVIATION $YMOOLS, ELBOWS/SO.5 AND ALE APPROVED ABOVE GRADE PVC CONDUIT. It GROUND CONDUCTORS USED N THE FACILITY GROUND ANO LIGHTING PROTECTON SYSTEMS I AGL ABOVE GRADE LEVEL SHALL NOT RE ROUTED THROUGH REALER OBJECTS THAT FORM A RAC AROUND THE I BA BASE TRANSCESER STATION t5(GO SOLD GROUND ERIS BAR IS. LOUD-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TILE ILEX) SHAD.BE USED IN000R5 CONDUCTOR, SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR SLEEVES THROUGH '., (E) EXSENG AND OUTDOORS,WHERE VIBRATION OCCURS OR FLEXTDUTY IS NEEDEE. WALLS OR FLOORS.WHEN I1 TS REQUIRED TO BE NOOSED IN A CONVERT.SAID CONGA"TO MN MNIMUM -Kr* SOLID NEUTRAL BUS BAR MEET CODE REQUIREMENTS OR LOCAL CONDITIONS.NON-METALLIC MATERIAL SUCH AS PVC REF REFERENCE A9, CONDUIT AND TUBING FITTINGS SNNAL BE THREADED OR COMPRESSION TYPE AND PLASTC CONDUIT SHALL BE USED. WHERE USE Of METAL CONDUIT IS UNAVOIDABLE(LE. RE RADIO FREQUENCY -A-II- SUPPLEMENTAL GROUND CONDUCTOR APPROVED FOR INE LOCATION USED. SET SCREW FRENNG APE NO ACCEPTABLE- NOR-METALLIC MATERIAL PROHIBITED BY LOCAL COOT)THE GROUND CONDUCTOR SHALL BE T.B.D. TO RE DETERMINED BONDED TO EACH END OF nIE METAL CONDUI 0 03/06/20 10096 CDs 1 B.R. TO BE RESOLVEDo. 2-.POLE NEMML-"MIGETC C'R]/T BRE ER 20.CABINETS,BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN TYR TYPICAL ACCORDANCE WITH NEW. EL,ANSI/IEEE AND NEC. 20.ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO AROE GRADE NNST BE #2 TINNED REV DATE DESCRIPTION REO'D REQUIRED a-.A SINGLE POLE THERMAL-MAGNETIC SOLID N 3E'STOLID POUT CONDUIT FROM XC BELOW GRADE TO WTFXN 3-TO 6'OF EOR EOUIPMENT GROUND RING CIRCUIT BREAKER 21. WMEWAYS DIAL BE EPDXY-COATED (GRAY)AND INCLUDE A HINGED COVER-DESIGNED TO CAC-WELD TERAINATIDN PONT. THE EXPOSED END OF THE IOUIO TIGM CONDUIT IA MG AMERICAN WIRE GAUGE p SONG OPEN DOAIWARDS, SHALL BE CONDUIT TYPE E (OR EQUAL);AND RATED NEW I SEALED WON SILICONE CAULK. (ADD TRANSITIONAL GROUND STANDARD DETAIL AS W! LiCeOSOT: MOB MASTER GROUND BAR P CHEMICAL GROUND ROD (OR BETTER) "�T-a`pe VROA EC EQUIPMENT GROUND Ate" SCR BARE COWER WIRE TEST WELL 22.CDHOIIPS SHALL BE FASTENED SECURELY IN PLACE WIN APPROVED NON PERFORATEDSiA _-��- ... g�'4N4VAQIMEf RC SMARTRCROFINCD ACCESS ONCE c C I .A•r0I'H.. CC I 0-" I" tlIAC NSPI STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL IRO INTERIOR CP^l!NEI R'NG (HALO) QN DISCONNECT SWITCH NOT BE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE,UNMAN 405E RJR RBS RADIO BAEL PROXIMITY TO THE STRUCTURE HIND KEEP CONDUITS N BAST ENVELOPES.CHANGES IN DEStNP1NM. -JLOF a4P ® METER DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT ER. '- yATW �U ExOTHETp.1TC WELD CApWEUD MODIES.CONQJIT SWLA.BE INSTALLED IN A NEAT AND WORKMANLIKE OWNER,PARALLEL 240/t20 TINT ( ) AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE RED (2.23. • (UNLESS OTHERWISE NOTED) FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED - _ __ FLUSH TO FLASH EN GRADE TO PREVENT CONCRETE, PLASTER OR OPT FROM ENTERING. AC NEU1/22. _ _ WHITE ME'CHANCAL CANNEL'IT'+ CONDUITS SHALL BE RIGIDLY CLAWED TO BOXES IN CLOCKNUED ZE IRON _ GROUND(EGG _ GREEN BUSHING ON INSIDE AND CALVAMZEO MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 'RED-POLARITY GROUNOAVO MARE VD[POS Wills AT TERMINATION 11,\�yy „��y®A 23.EQUIPMENT CABINETS.TERMINAL BOXES,.UNCTION BOXES AND PULL BOXES SHALL BE _ •IUCI-POLARF'Y CEATvaA.R.I 0II I`R GA.YANIIED OR EPOY-COATED SHEET STEEL,SHALL MEET OR EXCEED LASO AND RATED NEC NEG MAIM A7 TFP"" yr"Ym' vKVE.c., A 'NEW I (OR BETTER)INDOORS OR NEW 3R (OR BETTER)OUTDOORS. 24.METAL RECEPTACLE.SWITCH AND DEVICE BORES SNAIL BE GALVANIZED, EPDXY-- COATED PHASE A _ - OR NON-CORRODING:SHALL MEET OR EXCEED UL 514A AND SEMI OS I;AND RATED 240V CR 208V. 30 PHASE B RED(OR' AT Si Silo ID: NO NEW I (OR BETTER) INDOORS CR WEATHER PROTECTED(MAP OR BETTER) CUTDCCR5. PHASE C T. 25. NONMETALLIC RECEPTACLE,SWITCH AND DEVICE BOXES SHALL MEET DR EXCEED REW OS - -fT A CRAN RWOR-TGARD_003E 2:AD RATED NEW I (OR BETTER)INDOORS OR WEATHER PROTECTED (MAR OR BETTER) 4BOV,30 L B OUTDOORS __ _____ : C 16448-003E OW. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE - 'IC 210.5(C)(I)AWE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 10500 SOUTHWEST 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAXERS,CABLES CASCADE AVENUE AND OISTRIBUTON PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE MD PROPERTY. TIGARD,OR 97223 213. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW ',F1s. Sheet Title: 29. Au. : THAT A: --.CD ARE TO HAVE A METEREC 'A' ': PUT N51' GENERAL NOTES Sneer Number GN- 1 INFORMATION SHOWN BELOW FOR DEPICTION I PREPARED FOR PURPOSES ONLY.ALL DATA GATHERED FROM I LDING PUBLIC RECORDS AND GENERATED FROMAERIAL IMAGES AND /�/ E VISITS. DOES NOT CONSTITUTE LEGAL BOUNDARY ON I I� �� SURVEY AND SHOULD NOT BE USED FOR /' PARCEL#: ✓ _.LEI �AT&T SURVEYING OR OTHER RELATED PURPOSES. i is 135BA02800 f 19801 SW 72ND AVE. I I ,✓� TUALATIN,OR 97362 PERMIT NOTE: FIBER ROUTE PERMITTING BY OTHERS. / I 5'0' 1 ( WATER VALVES Vendor: (E)FIRE ✓ INFRASTRUCTURE / I HYDRANT /// //// //lL_./ / / ' " ' " ' .44 .44 ------------------ --------- 8215 SW NALAIM-SHERWOOD RD. / ! I �- (PE)OUELITY NALATIN,OR 97062 FEN LEI BUILDING LEI POWER POLE / 0 I I EPROIKT IO P042243 __ ✓ //// / / //// //// //// //// //// //// • Vendor', PARCEL#: � � CI. 15135BB00500 / i ^" I / tellusconnect / I I REFER TO ENLARGED SIZE 5808 SOUTH RAPP ST..STE.150 (EJ SIGN PLAN ON SHEET A-2 LRILETON.C080120 !. I w / Vendor: � \ — I 2 JI / TtleMYn 10 'ROADWAY,SURE 600 I / DENVER.CO I CAUTION:(E)OVERHEAD WIRES , I , 80203 4 to DRIVEWAY \ ////_!/// ////-////../ / //// ////_.//// //// //// �// / / /�/L (E)DRAINI I I (P)AT&T EQUIPMENT ENCLOSURE DRAW BY:5S (TYP) I CHECKED BY: RD (E)SIDEWALK <4; I 1 (P)AT&T CANISTER ANTENNA ONN. (Typl I TOP EXTENSION 1- I .. f A bl'-3• 4 I 1 (E)BUILDING TO POLE —T— 1 1 1 ( I l I : ; 0(v( (E)WOOD UTEITY POLE [NCI 135B 12043) (E)BUILDING I I Er i 111 SURGE SUPPRESSOORR PARCEL#: '� I ��I I 1S135BA03303 I I �I c I I I 0 03/06/20 100%CDs REV DATE DESCRIPTION I (E)PARKING LOT Ucensor. (E)PARKING LOT- E. (E)DRIVEWAY I I ( �101 Htt'. ._ _.— mTosom q,rj I s-0.. I / 1 t R.O.W. I y� 25-0" 25'-0' t I 4 1 I — I (E)COMM. / u.:.w�al�"aLI.E....w.e i.�EEEm.r' PARCEL#: 1 w I MANHOLE Vs;- % '° " 15135E0300501 AT&T Site ID: 7 / // - Q W I I / CRAN RWOR_1'GARD_003E I .1= Q ` 1 * / 164b-003E '' ♦ N 1 It ([rP E� 10500 SOUTHWEST J &I Q I �/ CASCADE AVENUE a I U I" / TIGARD.OR 97223 (E)BUILDING // w lit / Sheet Title: / I I LEI DRIVEWAY OVERALL SITE i i ` PLAN J / Sheet Number: A-1 OVERALL SITE PLAN 4...... 1 EININIMMIM NOTES: I I. NEW EQUIPMENT SHALL BE PAINTED TO MATCH WOOD POLE. 2. EQUIPMENT IS MOUNTED WITHIN ENCLOSURE ON THE UTIUTY POLE `.I 3. AC PANEL/DISCONNECT MOUNTED ON ENCLOSURE �/AT&T 4. CLEAR CLIMBING QUADRANT I t�Ci�•/ Vl 5. NEW ANTENNA&MOUNT ON UTILITY POLE 6. CONTRACTOR TO INSTALL THE ENCLOSURE ON THE STREET SIDE - I 7. LIGHT POLE/POWER POLES ARE INTENDED TO BE PLACED IN THE CAUTION:IEI OVERHEAD WIRES I 19801 SWPREPARED J2NDFOR AVE. ROW ONLY. TUALATIN.OR 97362 I INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY.ALL I Vendor DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS.BOUNDARIES DEPICTED HEREIN MAY / I ��-INFRASTRUGTUkE NOT ALIGN WITH ACTUAL LEGAL BOUNDARIES AND SHOULD NOT BE USED FOR SURVEYING OR OTHER RELATED PURPOSES. 8215 SW TUALAITNSHERWOOD RD. I SUITE200 I (E(DRIVEWAY TUALATIN OR 97062 I I Venda:Roxcrar I 6142240 I (3)(P)AT&T CONDUITS ON(F)12"STAND-OFF:(1)2"CONDUIT I W/WEATHERHEAD FOR POWER TO AC DISCONNECT ATTACHED I tell u s connect NEXT TO EQUIPMENT ENCLOSURE ON POLE:(1)2•CONDUIT FOR I sera SOUTH RAPP sT..sTE.T So I I FIBER:AND(1)4"CONDUIT FOR(12)LINES OF 3/B"COAX FROM HLOUTH RAPE T.,M I EQUIPMENT ENCLOSURE TO ANTENNA I I • • Vendor 1&1_ 1 TILlMtn I (P)AT&T WORK AREA r t W BROADW AY.SUITE 600 y DENVER CO 80203 CLEAR CIIMBWG QUADRANT IE)SIDEWALK DRAWN BY: SS I (TYP) ' I, IEI WOOD U043)POLE q I4C1135B 120431 CHECKED BY: RD ( (P)AT&T CANISTER ANTENNA (E)CURB IEI CURB ON • TOP EXTENSION \ I / (P)AT&T EQUIPMENT o.- y IF)PARKING LOT (E)TREE I I 1 ENCLOSURE I • .„. RYPI T i I (P)AT&T DISCONNECT( — — F. 4'•11" SURGE SUPPRESSOR IF.O.P.TO POLE( ;I • 1 --29 v' I^ i I • I - — I 1 _- - (C.L.OF STREET TO POLE) .. . _. 15._U.. 0 03/06/20 11XT%CDs -- -- (TO C.L.OF STREET) I REV DATE DESCRIPTION 0' f I Licensor. 50-0' _ - I ,�y°°wrCCCrrr``` I ___. -___.. __..... __ -- R. .W. 6 7 g rO�NFF-q, _ I it brt!!29 4 _ f . 0>_o— P 1 aw0 C .0,t..2r a0 5� E TREE W I I �IYe) eb lxz0a»>A > (E) • Q LANDSCAPE I _ "5z 1 W AREA I n«. 0 I , a��m�, �..o� Q I Iw =r . AT&T Site ID: ILI 0 I us k c. 2 10 CRAN_RWOR TGARD_003E .2 / a.d1 to w' IEI COMM. 16446-003E WI MANHOLE IEI DRIVEWAY II (TYP' 10500 SOUTHWEST I CASCADE AVENUE I TIGARD.OR 97223 1 1 Sheet Title. ENLARGED SITE PLAN II Sheet Number: A-2 ENLARGED SITE PLAN r PREPARED FOR AT&T lA CERTIFICATION LETTER rUALAW 72NDAVE, PREPARED FOR: oaunN.aRs7De2 FOR AT&T Vendor at&t FACILITY KNOWN AS: PDX16448 003 UML. 82i5 SW NMA ER F C sTTW,rrE 200 2R0 TUAunN,OR 97062 ELEVATION REPORT: LEGAL DESCRIPTION: APPROX SITE LOCATION: JA PROxCi In P.Ln 0 Vendor SITE IS LOCATED FA FEET WEST 11E LOCATED WITHIN SECTION 35. OFFICE DEPOT AT 10520 SW CASCADE NAVD88-GROUND ELEVATION: 174 oft TOWNSHIP I SOUTH, RANGE I AVE, I tellusconneci WEST. WILLAMETTE MERIDIAN, [ELEVATION METERS]: 53.035 M TIGARD CITY' 1 RECORD OF SURVEY WAINNONN�TM WASHINGTON COUNTY, OREGON. —"'- 5808 SOWN RAPP SI.SIE.I So A nuC7 a WO LOCArm M Mt A TNN IIITIEiON.CO B0120 I/r S QC US....I f WY.. on.A.or nm WASemsImcrox E I•t °RmW 33138 PLAN VIEW: SCALE 1" = 60' 1 EXISTING POLE PROFILE: 7 INE• Vendor: 7 A iAa[r anrare.m MR Nmw OM ennwnn �: y., p.q_ ['I I ��-28.7 A A IT '" "«:Yp:~ �/V`Q{7y/",� 2B ..a .....•.� T�lrMtn lox lot ID: 28 . IaDENVER CY,SUIIEADD 1S135BA02800 �t,.ay DENVER.008(YID3 i aoc.o uma 11 — — — — —:AVOW m„_,....,.. ,.-.,.1" A . ..... DRAWN BY: SS q�.s.—� .+`•.�••<... W CHECKED BY: RD 'y5 g: 6E �.� .."".: .. Taxlot ID: noc Ao Ncxaen '- y'.. "" 15135BBOD500 I ' I �„ e=;gw;,:, ..\ ...:":::tG.. �. I W ® el n ___. 'I (NC NA es-tore nil.-..... ^ WI V TOxbt ID: - 24 7 Y Taxbt ID: -6 151358M3303 „. �` Pr-A.L.p \�9=' &"r^- -^ . ,._N 1 S1358800501 < 7 n. --.4.. _ 1 ..t3 u'YN.n 7 N..9�. -Sr mac.,, I i.�..�. ,.�..., rtL, ammo ce:• i." P.aiwu I to I —r I(. af� 0 03/06/20 ICO%CDs ' I .I re \ REV DATE DESCRIPTION 1 I I I LOOKING WEST Licensor: OKING WEST / ¢RTEo N CENTERLINE CONCEPTS Ts° BASIS OF GEODETIC COORDINATES: 4. GEODETIC COORDINATES: MAos RAGT2332 P 1 isam:�,ow. (1)HORIZONTAL DATUM NORTH AMERICAN DATUM OF 1983 (NADB3) (2011) EPOCH 2O10 n«wema•N N.NAMmo«n $ ours EXPRESSED IN DEGREES (') MINATTES ('I AND SECONDS (') AND CARRIED TO THE 100TH OF A s 'r.. SECOND. AND ALSO EXPRESSED N DECRIAL DEGREES. NAD 83: LAT: 45°26'39.59"N ..,..'a...«..wr,....7".�-uzur�..,..w:... +kR posy (2) DPRESSED IN U.S SURVEY F DATUM: NORTH FEEET ANDAN TICAL DATUM OE iSia8 METERS (METER EQUIVALENT TO)39.37 INCHES). LON. 122°46'54.89"W Ew (3) NAD83 GEODETIC DATA SHOWN HEREON WAS DERIVED FROM AND IS TIED TO THE NATIONAL GEODETIC SURVEY, NATIONAL C.O,R,S, VIA'ME O.P.U.S. UTILITY OR VIA OTHER EOUNALEM LAT: 45.444330N INDUSTRY STANDARD GEODETIC SURVEY CONIROL METHODS. DECIMAL O F.OM*:.a"me u.a v n iv.a SURVEYOR'S CERTIFICATION , L4 ATE OF SURVEY DEGREES: LON: 122.781913W "' oro.At,r I HEREBY CERTIFY THAT THE GEODETIC �O COORDINATES REPORTED HEREON ARE �ti Sa. ""? e\ 11/12/2019 ACCURATE AND MEET FM REPORTING g •T`` 9 AT&T Site ID: REOINREMENTS OF 1A: 'Er. Q` Q 1L 11 THESE DRAWINGS AND SURVEYS ARE COPYRIGHT PROTECTED AND THE TWENTY p,T (_ SOLE PROPERTY OF J5 INFRASTRUCTURE PARTNERS AND PRODUCED FOR HORIZONFEEYET(AND Q 84463 Z II TIE USE OF OUR CLIENT. ANY REPRODUCTION OR USE DF THE CRAN_RWOR_TGARD 003E THREE FEET O, /e o'g I NFORMATON CONTANED WORN SAID DOCUMENTS IS PROHIBITED WITHOUT U,% THE WRFTEN CONSENT BY J5 INFRASTRUCTURE PARTNERS. 16AUIB•O03F (voiTIb11Y. y�'(0F �._<45Y" L PREPARED BY: V$9 V 114 10500SOUTHWEST 205 N CASCADE AVENUE PH:(A35)66O—O8I6 E�G RY�15PLS.COM 5INFRASTRUCTURE \ IG RD.OR 97223 ..nee}Me: 1 1A LETTER A-3 I 1 A LETTER 2 SURVEY - 1 J NOTE: PREPARED FOR I. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT,UV RESISTANT.OUTDOOR RATED PAINTED TO MATCH EXISTING POLE. 2. CALLO TRAN CONDUITS AND TO BE PAINTED TO MATCH POLE. / AT&T 3. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE. `,/✓ 4. MAINTAIN A 6'CLEARANCE FROM ENCLOSURE TO POLE. 5. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. 6. PRESERVE THE CUMBING SPACE ON THE FIELD SIDE OF THE POLE 19801 SW 77ND AVE 7. PROPOSED CONDUITS TO BE LOCATED ON 18'STAND-OFF WITH MAX.6-CLEARANCE TUALATIN,OR 97362 FROM THE POLE. 8. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT Vendor: I STRUCTURAL ANALYSIS OF POLES BY OTHERS. 15INFRASTRUCTURE 8215 SW TUALAIIN-SHERWOOD RD. SURE 200 TIIALAFN.OR 97062 15P40ffCrID P0•22O Venda:` • (1)(P)AT&T CANISTER ANTENNA tel l u s connect SEE DETAIL CANISTER 5808 SOUTH RAPP ST..SRE.I50 dh 1.0.PROPOSED AT&T CANISTER ANTENNA ��-�� LITTLETON.CO 80120 ELEV.38-S"(A.G.L.) N. (P)AT&T RF WARNING NOTICE • R�AD CENTER OF PROPOSED AT&T CANISTER ANTENNA • SIGNS SEE DETAIL I ., Vend ELEV.IT-4"(A-G.L) — �,RF-1% a: ��R� (I)(P)AT&T POLE TOP MOUNTING BRACKET /�Gv\ h 1.0.PROPOSED AT&T POLE EXTENSION SEE DETAIL�` TelelAtn Y ELEV.35'-4"(A.G.L.) p 2) www1woerww M.O.PROPOSED ATILT ANTENNA MOUNT BRACKET `-�' I W • BROADWAY.SUITE 600 $ ELEV.34'-2"(A.G.L.) T DENVER.CO 80203 DRAWN BY: SS CAUTION:(E)OVERHEAD WIRES • CHECKED BY. RD (1)(P)PROPOSED AT&T FIB ERGLASS '> m POLE TOP EXTENSION; I "I • O D-2) TO.EXISTING WOOD POLE T.O.EXISTING WOOD POLE ti f ELEV.28'-8"(A.G.L) Yr ELEV.78-8-IA•G,LJ CAUTION:(E)OVERHEAD WIRES EXISTING SECONDARY POWER LINE 11• J f ELEV.28'-0"(A.G.L.) —�� EXISTING SECONDARY POWER LINE f EXISTING SECONDARY POWER UNE(RELOCATED) * - >7 a LL-, ' 9N \'.--' ELEV.27-5"(A.G.L.) ELEV.26.-7"(A.G.IJ (E)POWER SINES TO BE ,r EXISTING SECONDARY POWER LINE(RELOCATED) LOWERED 1'-5" ELEV.26'-0'(A.G.L) - �, V 07, EXISTING COMM.LINE _ u r ELEV.27-0'IA.G.L.I OtYN oLtw EXISTING COMM.UNE(RELOCATED) pow -R- aFrcv (E)COMM.UNE 10 BE ELEV.21'-0)A.G.L.) 0 03/06/20 10011 CDs LOWERED I• T.O.PROPOSED AT&T EQUIPMENT ENCLOSURE / EV DATE DESCRIPTION (P)AT&T ECM PMENT INCENC OSURE V ELEV.19%8"(A.G.L.) SEE DETAI a©© (2)(P)AT&T RF WARNING NOTICE Licensor: SIGNS SEE DETAIL (/_ �UP� (E)WOOD UTILITY POLE `R_FV letHEE, (MC1135B 12043) di LO.PROPOSED ART EQUIPMENT ENCLOSURE/PROPOSED AT&T DISCONNECT 6 n352 9 ELEV.16'-0"(A.G.L.) m'10]0PU di st t111,0 C (1)(P)AT&T IDENTIFICATION SIGN F 2 S PA3 SEE DETAIL LEI WOOD UTILITY POLE A I 1 IMCI135B 12043) F-mil (P)AT&T DISCONNECT/SURGE SUPPRESSOR SEE DETAIL(L (3)(P)AT&T CONDUITS ON(P)17'STAND-OFF:(1)7 ATM Me ID'. CONDUIT W/WEATHERHEAD FOR POWER TO AC DISCONNECT ATTACHED NEXT TO EQUIPMENT ENCLOSURE ON POLE:(1)2"CONDUIT FOR FIRER:AND(1)4"CONDUIT CRAN_RWOR_TGARD_003E FOR(12)SINES OF air COAX FROM EQUIPMENT ENCLOSURE TOANTENN © 3 SEE DETAIL T�� 16448.003E (El GRASS/GRADE (E)GRASS/GRADE 10500 SOUTHWEST CASCADE AVENUE TIGARD,OR 97223 Sheet Title: ti FINISHED GRADE _ _L .. FINISHED GRADE 1 _ _ P ELEVATIONS ELEV.0'0' . ELEV.00' EXISTING WOOD UTWTY BURIED PER CITY EXISTING WOOD UTILITY BURIED PER CITY Sheet Number: OF TIGARD CONSTRUCTION STANDARDS OF TIGARD CONSTRUCTION STANDARDS A-4 EXISTING WEST ELEVATION T.'' 2 PROPOSED WEST ELEVATION 1 PROPOSED CRAN CONDUIT PLAN PREPARED FOR NOTE: 1. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT.UV RESISTANT,OUTDOOR I RATED PAINTED TO MATCH POLE (E)PROPERTY LINE 2. ALL CRAN CONDUITS AND STAND-OffTO BE PAINTED TO MATCH POLE. (NMAT&T 3 CONTRACTOR 10 INSTALL ENCLOSURE ON STREET SIDE. 4. MAINTAIN A 6"CLEARANCE FROM ENCLOSURE TO POLE. (P)4"COAX r 5. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY CONDUIT I LAW OR BY THE POLE OWNER.NO ADDITIONAL SIGNAGE WILL BE POSTED. 6. PRESERVE THE CUMBING SPACE ON THE FIELD SIDE OF THE POLE 19&31$W 72ND AVE. 7. PROPOSED CONDUITS TO BE LOCATED ON I8-STAND-OFF WITH MAX.6"CLEARANCE -^� TUALATIN.OR 97062 FROM THE POLE. (P)12-STAND-OFF 8. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. • AT 4'43"O.C. ,i 'j 1 (►)7'POWER CONDUIT Venda' I STRUCTURAL ANALYSIS OF POLES BY OTHERS. I INFRASTRUCTURE UPI 7'FIBER CONDUIT 82155W TUALA1W-SIIERWOW RD. I SUITE 203 I NALATN,OR 97062 I (E)WOOD UITUTY POLE uProxcra PMYtq (EC1135B 12043) Vendor. I • tellusconnect Kidi T.O.PROPOSED AT&T CANISTER ANTENNA - ., 3 580E SOUTH RAPP ST..STE.I So V ELEV.38'-5"(A.G.L) N. (1)(p)MAT CANOVA ANTENNA R�AD CENTER OF PROPOSED AT&T CANISTER ANTENNA SEE DETAIL Ai Vendor (P)AT&T If WARNING NOTICE SIGNS 4.r_i` T.O.PROPOSED AT&T POLE EXTENSION I SEE DEAR.O TeleMtn 17 WO PwS,wuuw6 I' ELEV.3r-4"(A.G.L.) r B.O.PROPOSED AT&T ANTENNA MOUNT BRACKET I (1)(P)AT&T BR TOP MOUNTING ACKET 104 BROADWAY.SUITE 600 ♦ SE DETAIL 0 DENeER.CO 80203 49.1 ELEV.3C-2"(A.G.L.) KEY DRAWN BY:SS CAUNON:(E)OVERHEAD WIRES CHECKED BY: RD (1)(P)PROPOSED AT&1 FIBERGLASS `' U PONE TO►EXTENSION 2 T.O.EXISTING WOOD POLE D-2 ELEV.2849IA.G.Li - g.` T.O.EXISTING WOOD POLE CAUTION:(E)OVERHEAD WIRES Y...P —ELEV.28'$(A.G.L) EXISTING SECONDARY POWER LINE JI7— . 1i� '�' ELEV.28'0'(A.G.L.) - --- - / �. (3$P)AT&T CONDUITS ON(P)12-STAND-OFF:(1)2" tI ♦ LE -- CONDUIT W/WEATHERHEAD FOR POWER TO AC EXISTING SECONDARY POWER LINE(RELOCATED) EXISTING SECONDARY POWER LINE ! ELEV.Y6'-T(A.G.L.j , I:: --- DISCONNECT ATTACHED NEXT TO EQUIPMENT ENCLOSURE r ELEV.27'5"(A.G.L.I ON POLE:(I)2-CONDUIT FOR FIBER;AND(I)4"CONDUIT y 3 FOR(12)LINES OF 3/8"COAX FROM EQUIPMENT ENCLOSURE (E)POWER UNES TO BE A. EXISTING SECONDARY POWER LINE(RELOCATED) / II„'� j t I TOWERED 1'-S ELEV.26'-0°(A.G.L) § 1 SEE DETAILTO N9 A•S Q I 1 ELEV.2G-0'( MU _.__ I�. �� /r EXISTING COMM.TINE 01� �I EXISTING COMM.LINE(RELOCATED) 4 Olrn (P)AT&T EQUIPMENT ENCLOSURE `y! (E)COWL UNE TO BE ELEV. )A.G.LI SEE DETAIN ©© 0 03/06/20 100%CDs f i,' LOWERS T' T.O.PROPOSED AT&T EQUIPMENT ENCLOSURE 1 D-3 D�J REV DATE DESCRIPTION ELEV.19'-8"(A.G.I.) J i ns -♦ licensor: 1 6�—(2)(F)AT&T RF WARNING NOTICE 0(PM` 1 SIGNS(BEHIND)SEE DETAIL 35}?Dr F !' A B.O.PROPOSED AT&T EQWFMBIT ENCLOSURE/PROPOSED AT&T DISCONNECT i, ''�RZt� 4.• 72952 1 MPI ELEV.16'-O'(A.G.L.) III _ovaxam _. '/TER jot - \\\\ (E)WOOD UTILITY POLE �` IMC1135B 12043) (P)AT&T DISCONNECT SURGE SUPPRESSOR r.o s�o (BEHIND)SEE DETAIL 3 (1)(P)AT&T IDENTIFICATION SIGN (BEHIND)SEE DETAIL Q • ('I AT&T Site ID: 'I) (El WOOD UTILITY POLE ) I )#C1135B 12043) CRAN_RWOR_TGARD_003E 11' 16448-003E (E)GRASS/GRADE ' (E)GRASS/GRADE 10500 SOUTHWEST ),1� CASCADE AVENUE ( TIGARD,OR 97223 J �'(1 Sheet Title: id FINISHED GRADE 7 FINISHED GRADE ♦ ELEVATIONS AI ELEV.O'D" 1 . AP ELEV.O-0" -_. EXISTING WOOD UTILITY BURIED PER CRY EXISTING WOOD UTILITY BURIED PER CITY Sheet Number: OF TIGARD CONSTRUCTION STANDARDS OF TIGARD CONSTRUCTION STANDARDS A-5 EXISTING NORTH ELEVATION 2 PROPOSED NORTH ELEVATION 1 PSEUDO OMNI 12-PORT CANISTER ANTENNA PREPARED FOR MANUFACTURER: GALTRONICS PART NUMBER: G02412-06613 DIAMETER: 14.THEIGHT `_� WEIGHT 30. �'� AT&T WEIGHT W/MOUNT: 30.9.14 LBS tttiii VOLUME: 3.1416(0.6125 FT1A2 x(2 FT)=2.35 CUBIC FEET 19801 SW 7290 AVE. TUALATIN.OR 97062 147 ♦ Vendor: I _� INFRASTRUCTURE • . . 1 U E 8215 SW TUALAT SHERWOOD RD.W SUITE 330 12'UNISTRUT STANOFF TUALATIN.OR 97062 • D AT 4'- 'O.C. .ts PROJECT imp-new ASSEMBLY.BY OTHERS Venda:: • (P)4"COAX CONDUIT tel l us connect • Tn SBUB$OU1H RAPP ST..S1E.150 a our LETON.C080120 r \ UNISTRUT CONDUIT CLAMP _I Vendor T•lfMt� . 10.1 BROADWAY,SURE60D DENVER.CO&7203 . "Pl FUTURE 2"HBER CONDUIT DRAWN BY:S5 UNDER SEPARATE PERMIT • _. • CHECKED BY: RD WOOD POLE 1 U U `- IP)2'POWER CONDUIT UNDER 6"CLR. SEPARATE PERMIT I R CAT VIEW BOTTOM VIEW 1/4"LAG BOLT.(3)AT EA. I STAND-OFF ASSEMBLY ANTENNA SPECIFICATION N.T.S ELEVATION VIEW SURGE PROTECTION BOX MANUFACTURER: RAYCAP PART NUMBER: RCCAC-1333-PS-240-A WEIGHT: 8 LBS DIMENSIONS(La1WxH): Fir x 5.58"x 10.43" VOLUME: (0.781 FT)x(0.557FT)x(0.869 FT)=0.378 CUBIT FEET 0 03/06/20 100%CDs ♦ Ir -r ' + 9 S 58. lREV DATE DESCRIPTION • 6"CLR. A 5.06' ILicensor: f t B.59" op PPoi IMISTRUI CONDUIT CLAMP 4 ` �?aerNp4N _ . - C •m'1R• 1 i I ov�eaow— _I . F (E)UTILITY POLE , (P)4"COAX CONDUIT a. 't-' - - -U. •FUTURE 7T71 HBER CONDUIT ' ' ] UNDER SEPARATE PERMIT I © _ :•m ernea.wenmwo"rn:: o UNISTRUT CONDUIT CLAMP vPI• ,.E....«a 1 (P)70 POWER CONDUIT - AT&T Site ID: PLAN VIEW 17 UNISTRUT STAND-OFF UNDER SEPARATE PERMIT ----- I 1 (I • • AT 4'47'O.C. ( J ASSEMBLY,BY OTHERS l ) ` IIIME CRAN_RWOR TGARD_003E 1/4"LAG BOLT.(3)AT EA. 16448.003E STAND-OFF ASSEMBLY SIDE VIEW FRONT VIEW M40 GLANDS CAN BE (OSOD SOUTHWEST • REPLACED BY 1-1µ"NPT CASCADE AVENUE CONDUIT WINGS TIGARD,OR 97223 ♦ ii riI��fi■A O ISheet Tie?: IL IN DETAILS ETA ILS, Sheet Number: T. D-1 OCONDUIT CONNECTION DETAIL O AC DISCONNECT W/SURGE PROTECTION SPECIFICATION BOTTOM W N T.S. N.T.S. TOP C A" MANUFACTURER:SHAKESPEARE(A VALMONT BRAND) PREPARED FOR \ SHAKESPEARE TUFF POLE EXTENSION ORDERING MODEL DIAGRAM: - -STANDARD LENGTH=54".CUSTOM LENGTHS AVAILABLE. ♦ _ -:' = WEIGHT OF STANDARD UNIT:72 lbs Color: .-. ... 1=Block SERIES DUTY POLE SECTIONeS. `•� S�Dark bronze � • S STD SQUARE 5"x 5" Pole Top 6 ./AT&T B Mounting Hordare to Antenna Extension 9=Cuslom(specify) H HD SQUARE 5'x5' 714 included with bracket X XHD SQUARE 5"x E • •0 • 11 0'g ITEM OTC DESCRIP110N 19801 SW 72NDAVE. PT S B • 054 5 C - UD R XHD ROUND(TAPERED' • NALARN,OR 97062 u I did, 1 1 Bracket Series: AtlachmentType: Length: Cop Type: Oiling: L II 0 2 2 3/8"x2.5 Hex Bolt Vendor - - - - S=Sid Square B=Boa Type Clamp (inches( C=Cap only UD=Undated S=S1d Square C=HD Clamp 048=48' 6=3/4"Threads XX=Speciol piing is , 3 4 3/8"Plain Washer X=XHDSquare 054=54' 8=1"Threads (specify) g FIBERGLASS REINFORCED 11 4 2 3/8"Nut INFRASiRUCiUkL R=Round 060=60' 1.. I COMPOSITE TUFF-POLE 072=77' U FILLED WITH STRUCTURAL 5 2 3/8" •il . Lack Washer B215 SW TUALATIN-SHERWOOD RD. 0B4=B4" "� 1 FOAM AND DRILLED TO --------____._._.__ IUALA ITSUITE 200 097062 096=96' 1. COSTUMER SPECS 108=tor. 5: !s vawscr o:r'.o i62240 11a110', R' a*. Mountiny H.:r iwure lu Pule Vend �� • to be su••lied to customer j • 73re II e' Confip. l_-MetalStrapping tellusconnec STEEL TUBE ��a 2,... •6 et. ITEM QTY DESCRIPTION Sege SOUTH RAPP Sr..STE.130 BONDED TO POLE I 3 Metal Shopping Kit LITTLETON.CO 60120 e 2-ThroughBoRYt i vendor HOLE f�1 = �•• ITEM QTY DESCRIPTION Ail" , 1 6 3/8"Large Diameter Flat Washer GALVANIZED STEEL • i�Jp 2 3 3!8"Hex Boll' "tear: ADJUSTER BOLT ■� 3 6 3/8"Spnng Lock Washer 104 BROADWAY.SUITE 600 (SUPPLIED( i Cagle.1_Nadal Strapping DENVER.CO80203 Recommended for maid � •a-Thou.�� *Awl: / orcr2rrRraelte P Recommended for wooden polies• I.Reputed bolt length vales with pole die \ 1 ._. ______. -..._ c le DRAWN BY: SS GALVANIZED SIEI a CHECKED RD As- Sego I-��µ BRACxa — Ss axe 1 .,. Io•n. 13/16"x11/4" Kr u - �- ♦-- 9. SLOT(2) ♦ wu�w O SHAKESPEARE POLE TOP EXTENSION DETAIL Mil •f n•sr T - S :ef It - .: . Model Number MK-06679 coif& Environmental Conditions :. Outdoor IMest-NT4rrouraelw Weight 5.14Ibs(2 33kg) Dlmen6iom L 9.06"X H 18 34"X W 3.74"(23Omm X 467mm%95mm) 0 03/06/20 100%CDs Material Steel I r t1L CI _ REV DATE DESCRIPTION Wind Speed Resistance 15Dmph(24Dkmh) w..,r- Pole Diameter Range 04"(101mm)10 012"(305mm1 a ,+,,, ` Licensor Mounting Style '- Top Pole Mount '.. 1 I Mounting Hardware to Antenna Suppled with Bracket n __I elott;cat:sr:143.:542.41"1Ll Mounhn Hardwwe to Pole Not Su ' �µ9 pplied with Bracket -_ 3.74' Ir� _ 9.06" _ ndb (95mm)I (230mm) • • ■. Nog•3-Mounting Aldanne "A.'"o'""o ornoEcu WiCY •" AT&T Site 10: El I '8.39' a R/!II RR nMerno IR RI CRAN_RWOR_TGARO_003E 1•67 mn,. -411 14446.003E 0 Io500 soUTHWEST CASCADE AVENUE 0 PIal,tol12) ;21 CI. TIGARD,OR 97223 Met WY';21 HenIwn or Sheet Title: cla n wrnh•r;21' ...• • sa�:rq L"Ci Wagner r21 ` THI$STEEL MOUNTING BRACKET 6 SUITABLE FOR OUTDOOR OAS AND P� — SMALL CELL ANTENNAS WITH 07'ROD ADAPTER.AND CAN BE DETAILS ASSEMBLED ONTO POLES RANGING FROM 04s TO 01 T. • • Sheet Number: 1 OGALTRONICS ANTENNA TOP MOUNTATTACHMENT DETAIL N.TS. D-2 MANUFACTURER:COMMSCOPE SSC-76023E1852 EQUIPMENT ENCLOSURE PREPARED FOR ITEM NO. PART NUMBER DESCRIPTION 07Y MANUFACTURER: COMMSCOPE METRO CALL RADIO CONCEALMENT ENCLOSURE I MTMI01101 ENCLOSURE MOUNT BRACKET I 1 PART NUMBER: SSC-760237600 _ WELOMEM DESCRIPTION: MICRO RADIO SOLUTION SAT&T 2 Mi__.... 5/B'%11'GALV THREADED ROD 2 WEIGHT FULLY LOADED:30D lBS 3 SW-58 BACKING PLATE, 188"X 2S X 2.5' 2 1 VOLUME: I3.667 FT)x 1175 FT)X(1.667 FT)=10.7 CUBIT FEET _ _ W/I1/16"HOLE 4 GWP05 ' sir GALV FLAT WASHER 4 BOTTOM VIES: 5 OWL-05 5/8"GALV LOCK WASHER / 19901 SW 72ND AVE. SHOWN MOUNTED ON AN B'POLE f TUALAbt.OR 97362 6 G1405 5/8"GALV HEX NUT 4 CLAMP.STRAP.AND THRU BOLT OPTIONS 7 103521-109 WSHR,PLAT,MI0.10.5X20EI.20,SST,PA 2 SS (2) 1-1/4-TRADE SRE Vendor: 8 100522-37 WSHR,LK,SPLT,MI0,SST.PASS 2 __ 3'KNOCKOUT FOR CABLE ENTRY/EXIT KNOCKOUTS 9 103534-13 SCR.HCS.HE%,MIOX20SST.PASS 2 ,- (CROSS CUT RUBBER BROMMETS INCLUDED) �I ' _ 151NFRASTRUCTURE 10 SWF-03 _ 3/B•55 RAT WASHER 1 III TAMPER RESISTANT MIO SCREWS 8215 SW TUALATIN-SHERWOOD RD. 11 SWL-03 3/8"55 LOCK WASHER 1 FULLY VENTILATED WITH GR487 COMPLIANT — 7WlATTI4,S ZR0 N.OR POMP 12 GB-03125 3/B'%I-1/C GALV BOLT KIT PERF PATTERNS • 97062 JS PROJECT q:P-0422M 1p vendor: Aoo--R TOP VIEW telius connect • -,� • SRUR SOUTH RAPP ST.,STE.150 • 9 3'KNOCKOUT FOR RF U1llE10N.CO P,DI20 UNIVERSAL POLE ` CABLE ROUTING OPTION Vendor: MOUNT BRACKET ° `,{ / I UNIVERSAL POLE Tl Le M to - MOUNT BRACKET Ia BROADwAv.SUITE 600 04X x F. DENVER CO 80203 r7 I I 0 4X TAMPER RESISTANT . 1 121 I"TRADE SIZE KNOCKOUT ....- 'l• 1l LATCH WITH PADLOCK121 DRAWN BY:SS �J 4 4X HASP I, CABLE ENTRY/EXITT TOR CHECKED BY: RD �. B P'11➢(II c v n �� i © 10"_ �3-- 2X FRONT VIEW SIDE VIEW REAR VIEW ' EQUIPMENT ENCLOSURE SPECIFICATION 4 V. 0NS a ��`JJJ I, ALL METRIC OMRCiL TO ARE MBRACXETK .. N.... - 1:I."T..�. I / ®: S FEATURES CRITICAL RG ICANSH WALT.ARE wro PER AWS ID NDII CATEDIII OVAL i {.ENISK IC COLOR A SUFFIX ON PROMO,REER PART NUMBER REPRESENTS COLOR/O COLOR MOOR ION sI REFER TO MET ROCC REQUIREMENTS. D CHASE THREAD AFTERS MVMI MTM1D]I FOR SPECIFIC REDIliEMENTE. O ' 601ABE THREAD AFTER GALVANIZED I.12SR DIIIAE*READ AFTER GALVANISED Q 4) 0 03l06/20 100%CDs 12 * A� REV DATE DESCRIPTION Y I( i 41� ., /y WOOD POLE:Fill, IN 0 Licensor: I e T.4 ;V 8.6250 TO 120 p ® lU� U IBrai I I I 758 �I • �'s`�°II { t _ - 221I512.T I til 0 oYb'M,d % ,„ oRao+ENCLOSURE MOUNT BRACKETAnlik 'It , R,'N LA . . -. ----- UT ci .. MIN ' 2311S1) w a� a p DoD{ AT&T Sile ID u'�'IeI I f' SIAM FPS AgawB4] B .1MP 4PLAOSS a e �-� CRAN_RWOR_TGARD_003E CIII 0 16448.003E 2X 2X . ' / COLOASCOPE,INC.OF NORM CAROLINA — 10500 SOUTHWEST O O7 :��N' MO A, v�.204 ..�.....r" CASCADE AVENUE R. _ETIRRIIIISS TIGARD.OR 97223 SEE NOTE A28 Sheet Title: AMU A 144EE1 EI4 81I ..Mu . 1pp1•21UA CIIM2Oi. A mornAMMAIM ®101 P. MENruAAA4rvi �II4., _ DETAILS I k..R,l@ BCI4l POLE.rnn I '^al I ' illpc o1 1Pm e5EmXd 141"��"" ' S 1OII011M mlllMRx1001F I 3 WYw'w MIAOW/ I Ain W./� rr.. _ 4 MI BADLflC5T.SI 1 I V•NC. 5.<XwSE11 RepC rlpl rP..Ira4. 1 �ar1 Sheet Number. \ 4 3 4, 2 I ENCLOSURE POLE MOUNT 6"STANDOFF ASSEMBLY O N.T.S. O 8110111EIRIRE MOUNT BRACKET D N.T.S. PREPARED FOR I I AT&T 19E01 SW 72ND AVE. NOTICE NALATN OR 97062 V i %INFRASTRUCTURE I. ARTNElli 8215 SW TUMATIN-S'HERWOOD RD. S • A-C 13 P 1UALATN OR 97062 ((11( IS PkOiLr i.�PtY1]Y1 ))) 4'---- ♦♦YB 1COf: {- AVAILABLE FROM EXCEL SIGN AND DECAL: A tel I U S�n,, , hops://www.weneedsIgns.com/product.php8productid=17190RJLcot=11353.poge-I CLICK ON AT&T5t10B SOWN RAPP ST..STE.1 50 LITTLETON.CO 80120 PH:510-651-0445 ON THIS POLE: NOI-Dc-16 116'NOTICE DECAL RADIO FREQUENCY FIELDS NEAR SOME Verson ANTENNAS MAY EXCEED FCC RULES FOR -�^ "FOR 1 FOOT DISTANCE"VYVYL DECAL WITH ADHESIVE BACKING HUMAN EXPOSURE J T' I ORDER COMES IN A PACK PF 25. TIL!Mtn -i' RYRIYr!oil PERSONNEL CLIMBING THIS TOWER 104 BROADwAY.SUITE 600 : SHOULD BE TRAINED FOR WORKING RADIO DENVER.CO 80203 FREQUENCY ENVIRONMENTS AND USE A PERSONAL RF MONITORING IF WORKING NEAR T.. �� . _,� ACTIVE ANTENNAS. DRAWN BY.55 ' S this device may exceed e' t genera €-. IN ACCORDANCE NV FEDER&COMMUNICATION COMMISSION CHECKED BY: RD way from the device.p ,� • . . ,.. RULES ON RADOFREGUHK°EMBRONSN CFR I.1717P1 ♦ p 41/410 PLACE THREE NOTICE STICKER EQUALLY SPACED x,. AROUND THE BOTTOM OF THE ANTENNA RADOME . t F .I RF WARNING NOTICE SIGN AT ANTENNA _ REENTER I.D.NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY.THE APPROPRIATE (3 DIGITS REENTER la NODE I.D.SHALL BE INDICATE AT EACH NODE G 03/06/20 I Goy6 cob `REV DATE DESCRIPTION J NETWORK OPERATION Licensor: CONTROL CENTER INOC) No NODE NUMBER SHOWN IS FOR EXAMPLE Y-.-e"Ne,. I-80U2N-6620 PURPOSES ONLY.THE APPROPRIATE NODE I.D. c rRBSR' SHALL BE INDICATED AT EACH NODE NODE ID 812-- IL MON I I RJRF THIS SITE IS COMPUANT WITH FCC RULES Eo sscx FOR BOTH OCCUPATION AND CONTROLLED ♦ AND GENERAL PUBLIC OR NOTES: AT&T TGARD 002 SITE NAME SHOWN IS FOR EXAMPLE UNDERCINTROLLED wn a,roe• .wo+rY.n _ PURPOSES ONLY.THE APPROPRIATE SITE 1.WARNING SIGNS TO BE MOUNTED,IN NAME SHALL BE INDICATE AT EACH SITE VIEW.ON EQUIPMENT ENCLOSURE ON THE STAY BACK A MINIMUM OF 4 FEET SAME SIDE AS THE DISCONNECT. FROM ANY ACTIVE ANTENNA 2.WARNING SIGNS TO BE INSTALL PER AT&T Site ID: in 1 800 638 2822 MANUFACTURESALLOWED ONLY SPECIFICATIONS BY SIGNS ALLOWED ONLY IASC REQUIRED BY TO DEACTIVATE ANTENNA CALL LAW OR BY THE POLE OWNER.NO THE N.O.PHONE NUMBER BEFORE ADDITIONAL SIGNAGE WILL BE POSTED. CRAN_RWOR_TGARD_OOSE OPERATING DISCONNECT USID NUMBER SHOWN IS FOR EXAMPLE 16418-DOSE USID: 192355 PURNUMBEBESRES ONLY.THE SHALL BE INDICATE ATAPPROPRIATE USID EACH SITE 10500 SOUTHWEST ♦ • CASCADE AVENUE TIGARD.OR 97223 ''Sheet Title: IDENTIFICATION SIGN AT DISCONNECT RF WARNING NOTICE SIGNS AT EQUIPMENT ENCLOSURE RF WARNING SIGNS Sheet Number RF- 1 RF WARNING SIGNS 1 INEW AND OR EXISTING POWER TO POLE AND NEW EQUIPMENT PROVIDED BY OTHERS. PREPARED FOR AT&T 19801 SW 72ND AVE. TUALAPN.OR 97062 Venda: Nokia Micro — urban/suburban, RAD center 35'-70' INFRASTRUCTURE 8215 SW TUALAIN-SHERWOOD RD. SURE ZO TUALAUN.OR 97062 MAX 30A J5 PROJECT Io:P.O4 110 POWER LINE Vendor: w AM � A l � tellusconnect 5806 SOUTH RAPP ST..STE.150 I11 6-#10 THHN/TH W NrvW-I LITTLETON.CO 80120 1 TYPE TC-ER DC CABLE ' SURGE SUPPRESSOR - Vendor: T-`l.:7l._fL-.f IBC TeleMtn 104 BROADH'AY.SUITE 000 DENVER.CO80203 -- 1 11J6-#10THHN/IHWN/VW-1 POLE MOUNTED _ - TYPE iC-ER DC CABLE TO _i_. _i_ __IL T STREET LAMP -_ STREET LAMP DRAWN BY:SS --- CHECKED BY: RD CSC CSC CBC CSC I— ANS PrJ Ara PO PAO P6 M G PCs 1 -1._ = RRH-1 RRH4x30 B25 RRH RRH RRH RRH 1 i RRH-2 RRH4Jl45 B6fia -4111- ♦l • RAYCAP DISCONNECT/SURGE SUPPRESSOR RCS C Block _ _ r , m A W S-1 A Block (TYPE TC-EER DC N CABLE O RRH _——^ ,. 1 M HZ 0 03/06/20 100%CDs cni6 a It 6 AMP BREAKER 1REV DATE DESCRIPTION _'' - r METAL OXIDE TTTT 0 SWITCHlicensor: t.. J fir, VARISTOR(TYR.) ��{-7 ('I''1-. - ._.._ r] lJ QrolNeo�, - O •Xas: �. - _-_. _. 'r'r.ad'H-. NEUTRALBUSBAR Eq 69. A' PtM GROUND BUS BAR .en..er....vu a�.wnx.rovu u. m.�smm�w.u:.mv..wnwn.n __'vPG! 1 AT&T Silo ID: i I AC cut-off switch CRAN_RWOR_TGARD_003E 16448-003E DatkFibers AC# t. a/ 10560SOUTHWEST to/trom Hub CASCADE AVENUE TIGARD.OR 97223 L . J Sheet Title: PLUMBING DIAGRAM&DC POWER SCHEMATIC Sheet Number: E-1 PLUMBING DIAGRAM 2 DC POWER SCHEMATIC 1 PREPARED FOR TW AT&T i;. I. ALL METALLIC PARTS OF THE INS]AT ON THE POLE SHALL BE /ttt L980T SW 72ND AVE. BONDED TOGETHER AND GROUNDED ( i ,--1 TUALATIN.OR 97962 2. A COPPER GROUND WIRE, #6 AWS MINIMUM SIZE SHALL BE INSTALLED - i FROM THE BASE OR FEEDLINE CONNECTION POINT OF THE ANTENNA TO A GROUND ROAD AT THE BASE OF THE POLE AND BE ADJACENT TO vendor 1 " THE ANTENNA FEEDLINE CONDUIT. THE GROUND WIRE SHALL BE ( - ( r'51NFRASTRUCTURE PERMANENTLY CONNECTED TO THE GROUND ROD I ' 3. WHERE A PGE NEUTRAL CONDUCTOR EXISTS, THE GROUND WIRE SHALL �I ,a 07I5 SW TUALA1E4-SHERW000 RD. BE PERMANENTLY BONDED TO THE PGE NEUTRAL CONDUCTOR AT THE 1 / �� ' t ( SIIREZ00 NEUTRAL CONDUCTOR LEVEL BY PGE CREWS Y(� ; I 1UALATIN.OR97062 4. A GROUND ROD, B FEET MINIMUM IN LENGTH SHALL BE INSTALLED k ' V L urrsolECt In F N724 (WHERE NO POE GROUND ROD & INTACT GROUND WIRE EXISTS) AT THE /i IA. •PED "C L. / __ BASE OF THE POLE. THIS INSTALLATION SHALL MEET OR EXCEED THE I/�I NECTOR vendor. REQUIREMENTS OF CONSTRUCTION GUIDELINE 616-2 ', ' 5. THE GROUND WIRE SHALL BE COVERED BY A PROTECTIVE MOLDING FOR - - ;1' ITS ENTIRE LENGTH ON THE POLE EXCEPT AT THE POINT WHERE IT cl� tellus connect MUST BE EXPOSED FOR BONDING TO THE POE NEUTRAL - � 6. THE PGE AND COMMUNICATION GROUND RODS SHALL BE BONDED 5808 count RAPT sr-STE.160 TOGETHER USING COPPER #6 AWG WIRE I LITTLETON.CO 80120 1--,�h�1 Vendor: U40. T.I.MtMn •Y.IM.t.I . 100 BROADWAY.SUITE 600 DENVER,CO 80203 GROUNDING NOTES 1 WIRE TO GROUND BAR CONNECTION 2 C-CRIMP DETAIL3 DRAWN BY: SS CHECKED BY: RD ;LF LUG WITH & INSTALLED '- ',A '.)TECT ONE WORKERS, THE WIRE AND THE PUBLIC. EXTEND PLASTIC MOLDIN' 3 iAST TWO INCHES BELOW GRADE. _. THE GROUND WIRE SHALL BE IN DNE CONTINUOUS LENGTH. INSERT GROUND W F" MAX ______ _ FROM THE BOTTOM OF THE GROUND CLAMP AND BOND OVER CLAMP BEFORE _ V TIGHTENING. CONNECT TO SECONDARY OR SERVICE NEUTRAL ON THE POLE. PLs 0 0 0 0 0 0 0 0 0 0 0 GROUND WIRE ON POLE BETWEEN FACE (NOTCH SIDE) AND SERVICE NEUTRAL 0 0 0 0 0 0 0 0 0 0 0 5. DROVE GROUND ROD IN FORM UNDISTURBED EARTH '"{ %' 00000000000000 ® . REFERENCE OF POE STD 00000000000000 CI SOLED BARE TINNED COPPER GROUND BAR 0 03/06/20 100%CDs 1PPER WIRE (TYP,) INSTALLED BY GFNFE^' CONNECT TO CONTRACTOR REV DATE DESCRIPTION SECONDARY OR `3 t - SEFMCE NEUTRAL '16.5 Licensor: MECHANICAL CONNECTION WITH N000 OR APPROVE. ? Al I I H.HD I II TF° TO I+0VF IHT FT ,r N WINDnwc E,r rr Hp: 1/2" PLASTIC4110 Pp�NEE, • MOULDING \ L~ b]IO2 S e W'162= �1� #2 SOLID BARE TINNED —, V'y��1 COPPER WIRE (7YP.) fw 6L GROUNDING BAR 4 GRADE \ • • R s tit TTT". �g_::. fa:.::_.• �1 _ aa',rgggy@oy gMI�WtlY9.Q q 11r ,r-. EI. \ WOODEN P. AT&T Silo ID GROUND .-C____ ROD CLAMP—.. _ CRANRWOR_TGARD_003E 6 ;ROUND ROD. 16448 003E 5/8"o 0 8' LC :NOT REOUiREE ♦F POE GROUN I0500 SOUTHWEST : ROD IS PRESET CASCADE AVENUE TIGARD,OR 97223 rShee I Tine: ' GROUNDING DETAILS Sheet Number, G-1 ONE-LINE DIAGRAM 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS 6 CARDWELD DETAILS 7 PREPARED FOR AT&T LEGEND 19001 SW 72ND AVE. TUALATIN,OR 97062 En MASTER GROUND BAR • Vendor. ♦ CADWELO INFRASTRUCTURE • ▪ MECHANICAL CONNECTION 82155w TUASUITE SIIW WOOD RD. 330 TUALATIN,OR 97062 ---- #2 COPPER-TINNED BARE WIRE- .15 MAO'n:Paw[o ADO 1/7 WIRE COVER ON THE .. Venda: BOTTOM 12 FT.MIN.36'BELOW GRADE OR 6'BELOW FROST UNE 1 tellusconnect ANTENNA PER PLAN.(TYP) Cle SBUU SOUTH RAPP A..STE.15U 111 U1ILETOn.CO B0120 Vendor./^�,'`^'� T� 4\ NEW ANTENNA MOUNT •xuwuxlx• I _' IUI BRO ER,CO SURE 600 r- DENVEB.CO 80203 THRU-HOLT CONNECTION TO LAA-#6 GREEN STRANDED TO DRAWN BY:SS CHANNEL.3/8'DOUBLE LUG i THRU-BOLT CONNECTION,DOUBLE LUG CHECKED BY: RD 4 1 #2 COPPER-TINNED.BARE WIRE.ADD 1/7 1 WIRE COVER ON THE BOTTOM 12 FT. 1 MASTER GROUND BAR 1 NCB)INSIDE ENCLOSURE 1 - EQUIPMENT ENCLOSURE PER PLAN.(TYP) 0 03/06/20 100%CDs REV DATE DESCRIPTION 2 GREEN STRANDED TO#2 SOLID DISCONNECT PER PLAN.(TYP) # Licensor: #2 GREEN STRANDED TO#2 SOLID x"sa 7p9 omvuo L o h �_IA ° :xxa � Fq VIDYO WOOD POLE _____ +[Pv1lWp.PLW flL..oT`• OUT WIf.N V+PEA MKN Y[I.RP MII.rt MGW GRADE AT&T Site ID: r CRAN_RWOR_TGAR0003E (N) GROUND ROD 5/0"x B'LONG 16448-003E : COPPER CLAD STEEL(IF REQUIRED) 10500 SOUTHWEST CASCADE AVENUE TIGARD,OR 97223 Sheet Title: TYPICAL GROUNDING DIAGRAM Sheet Number: G-2 NOT USED TYPICAL GROUNDING DIAGRAM 1 at&t PHOTO SIMULATION FOR NEW SMALL CELL SITE LOCATED AT: 10500 SOUTHWEST CASCADE AVE I TIGARD, OR 97223 SITE ID : CRAN RWOR TGARD 003E SITE DESCRIPTION: -11 -- ` NEW SMALL CELL SITE •. • - -• \` WITHIN EXISTING RIGHT 4 .. 7` OF WAY ' VIEWS: 2 ' SHEET INDEX a SHEET 2: VIEW 1 ti 7 - ii SHEET3: VIEW2 aftlap Ant Y3 VICINITY MAP 'J2020Googic PREVIEW DATE 03.20.20 SHEET: 1 / 3 Photo Simulation By: Photo Simulation Site ID: CRAN_RWORTGARD003E Tangent This photographic simulation is intended as a visual �5 INFRASTRUCTURE SITE TYPE: EXISTING WOOD UTILITY POLE representation only and is not to be used for construction SYSTEMS purposes. Accuracy of photo simulation is based on information P A R t NER S 10500 SOUTHWEST CASCADE AVE 949-590-4900 vrww.tangent.systems provided by project applicant. TIGARD, OR 97223 // PROPOSED i t, k , EQUIPMENT ON . EXISTING WOOD !� i UTILITY POLE11 Y . 1 `,��111 � f if�, ; J '' ` ` .,,, ' '.111111itelt. ' •• ti M y Y � t, i, } , . : : --",1 ' 1:411.811104 . • 1 , pi , , . . , \ ill ! . .. , , - , . 111 • ' 1, ' 11111 . , ...., il , 1 1 :_ , ' .. 1 , 1 ,. . , ... . . II. 1 ' 'I ,,._., :...-�.�.., te . . ill r. .. ...... 1 Y , ¢�I♦ • l T • an I ,2^ aR , a•.�.*t .x.. «. z a :::.:. �+.-..- ..a .o-s � xr a. .' ' EXISTING VIEW PROPOSED VIEW DATE 03.20.20 VIEW 1 -LOOKING EAST FROM SW CASCADE AVE SHEET: 2 / 3 Photo Simulation By: Photo Simulation Site ID: CRAN_RWOR_TGARD_003E Ta n *` Thisphotographic simulation is intended as a visual SITE TYPE: EXISTING WOOD UTILITY POLE e nt representation only and is not to be used for construction )5 I N F RA ST R U C T U R E SYSTEMS purposes- Accuracy of photo simulation is based on information P A a T N ER s 10500 SOUTHWEST CASCADE AVE 949-590-4900 I www.tangent.systems provided by project applicant. TIGARD, OR 97223 • ...b, •t, .. . .,. '• . • . . , • ., ,., .1. • 0 vn . •"...:._;: . ' - '°!I:', A .:'r-V•A - t 1 'II , ", • 1. •••11. •'' ;.•10-14 - ---. -, ..;, ' 44' ":. ) L. . .. .....,... ,f,...4 . ,. ,. y 01.411F.C.,,. t:' .;'' 1% ' . . •;•.'"':. 114 '. 4'...•,N:: :.- -"4.••. i* ";rot .- - ;'14 p NI, '' -'../ .-.11,•' •,•40.1' A.it, ,- ,, -::: :, i4••• -,,,I,, '4 ...".. gr..-;•411. :,- '''•A '..:' •f... 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' .' -.till r- . • - r ,— -- '114.4 • ...... . _ . 4•1•1/40Z• .:. .... ,4 -P - .1* ,,,‘"" • ,: — 10141,--..". ---.... .,r, l.„. , . ., •--.-..- .--y,, , •,-.• .%': ''4;.3. -C".... .IO. n `4•4 " 4"..?' ) e .. ...- 11 - ...^0.;-. - aill . . ' - Illyr, ••-- -1r lk • . 3 •. ' 1Pror- . -•: " x 4- . • l'• , . . . .... , ',.414.... ... . • •• .; ,.. . -7-''' "".•%.07, ' q • ,:`:11111 " , - .,. - . . . ir , . , : IF .., .. . . .T st. fr jr air. ... ...,. .., . y• .,. . *IL • . .. _ a 11111 11._. ‘.. .... , _ ..._,.__ .. ..,. - - - Wballi 111111iiiii.-'ir ....g ‘: . . . . ._ . • _..--• , o ..• ,ir Z"WIre:.„5""f.,..".... .._ ....,•,,, _ EXISTING VIEW PROPOSED VIEW DATE:03.20.20 VIEW 2-LOOKING SOUTHWEST FROM INNER ROAD SHEET: 3 / 3 Photo Simulation By: Photo Simulation Site ID: CRAN RWOR TGARD 003E Tangent This photographic simulation is intended as a visual feu. SITE TYPE: EXISTING WOOD UTILITY POLE representation only and is not to be used for construction is INFRASTRUCTURE 1 L- (.1 S purposes. Accuracy of photo simulation is based on information P A R TNER 5 10500 SOUTHWEST CASCADE AVE 949-590-4900 I www.tangent.systems provided by project applicant. TIGARD, OR 97223 Portland, OR : Comparative Coverage — Band 2 Node 16448-003 The comparative LTE: RSRP coverage map over the focus zone is provided below as an illustration. All the other coverage maps (RSRQ, dominance, etc.) are directly viewable in Atoll (with more detail) or can be provided as a snapshot similar to the illustration below upon request. RSRP(Before) RSRP(After) p} n iPP 3 . I' �� x r ar .# .,a .4i1(( l'-'7�l• <, +� p} .yr- ,p • �• 4'LI. ` 'S ' � �rt 6:1: , ,.;,.., . .:.; A 17g► or • . . . -:. 4:: _ 'n • �T ev y I �yT 4. . « .. ♦ ,�Y `'' �'. YI'.. Via_ k• d€ I. •►.. t t ... �i k „ - -.. , x —�rj�" �: Y; Y T 'gyp x • M figg" • _— _ Y �-✓/ { �� • is d° r 4 . 1 l ill � s a ^ a- Legend u x` * `�' 1 Ln ;RSRP(dBml •4# t• In T Be Et RSRP IRS EPRE;Level IdEml>_-� .a it - f .. t Best RSRP IRS EPREI Level(deml .•.98 - - ' ��`t • . -— Bert RSRP IRS EPRB Level fdBml v=•103 - Best RSRP IRS EPRE;Level(dBmj- =-10E •Beet RSRP(RS EPRE!Level(deml -v.113 NI Best RSRP(RS EPRE,'Level(dEml>=-11E ``_� III Best RSRP(RS EPRE;Level IdBm1,...lie, `� Ill Beet RSRP(RS EPRE-;level IdBml -_-126 7. 2 CO 2020 AT&T Intellectual Property. All rights reserved. AT&T, Globe logo, Mobilizing Your World and DIRECTV are registered trademarks and service marks of AT&T AT&T Intellectual Property and/or AT&T affiliated companies. All other marks are the property of their respective owners. AT&T On-Site Radio Frequency Safety Survey Report (RFSSR) Site Name: CRAN_RWOR_TGARD_003E M-RFSC Name: Piero Rovani FA#: 14810884 Site Structure Type: Utility Pole USID: 192330 Property Owner: Public ROW Site ID: 16448-003E Property Owner Contact: N/A Address: 10500 Southwest Cascade Avenue PACE#: MRWOR030218 Tigard, Oregon 97223 Prepared For: AT&T Mobility, LLC County: Washington c/o J5 Infrastructure Partners Latitude: 45.444330 2030 Main Street, Suite 200 Longitude: - 122.7819 13 Irvine, California CA 92614 EBI Project Number: 6220001094 V jA . 44b 44433. -11W_Mel e1 4 _..... • 1 , _., F x Report Information: Meter Model/Serial: NBM-550/E-0541 Probe Model/Serial: EA509 1 /0 1 049 Report Writer: Jonathan Ilgenfritz Survey Technician: Ronald Domholdt Report Date: March 25, 2020 Site Survey Date and Time: March 19, 2020 12:00 PM PST CDs: ATTPDX 16448-003 90% CRAN CD REV C_2020-03-05 RFDS: 16448-003 P-042240 MRWOR0302I8 Preliminary RFDS (2) Compliance Statement: AT&T Mobility Compliance Statement: Based on the information collected, AT&T Mobility will be Compliant with FCC Rules and Regulations at the nearest walking surface if recommendations in the Compliance Summary are implemented. EBI Consulting environmental engineering due diligence A e AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 TABLE OF CONTENTS 1 .0 EXECUTIVE SUMMARY I 2.0 SIGNAGE AND MITIGATION PLAN 3 3.0 ANTENNA INVENTORY 4 4.0 SITE PHOTOGRAPHS 6 5.0 ONSITE MEASUREMENTS 9 6.0 WORST-CASE PREDICTIVE MODELING 10 7.0 COMPLIANCE SUMMARY 16 8.0 APPENDICES 17 APPENDIX A: FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS 18 APPENDIX B: AT&T RF EXPOSURE POLICY REQUIREMENTS 21 APPENDIX C: AT&T SIGNAGE AND MITIGATION 22 APPENDIX D: LIMITATIONS 23 APPENDIX E: RoofMasterTM 24 APPENDIX F: CERTIFICATIONS 25 Preparer Certification 27 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 I 1 .0 EXECUTIVE SUMMARY EnviroBusiness Inc. (dba EBI Consulting) has been contracted by AT&T Mobility, LLC to conduct radio frequency electromagnetic (RF-EME) monitoring and modeling for AT&T Site I 6448-003E located at 10500 Southwest Cascade Avenue in Tigard, Oregon to determine RF-EME exposure levels from proposed AT&T wireless communications equipment at this site. As described in greater detail in Appendix A of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for general public exposures and occupational exposures. This report summarizes the results of RF-EME monitoring and modeling in relation to relevant FCC RF-EME compliance standards for limiting human exposure to RF-EME fields. This document addresses the compliance of AT&T's transmitting facilities independently and in relation to all collocated facilities at the site. I . I SITE SUMMARY Existing Mitigation at the Site: ■ No existing signs on the utility pole. Recommended Mitigation at the Site: ■ Access Point(s): o To reduce the risk of exposure and/or injury, EBI recommends that access to the utility pole or areas associated with the active antenna installation be restricted and secured where possible. o Install 8.25" x 8.25" Stonehouse CAUTION signs on opposite sides of the utility pole 5' below the bottom of the antenna. ■ Signage at AT&T Mobility Sectors: o A: No action required. o B: No action required. o C: No action required. ■ Barriers at AT&T Mobility Sectors: o A: No action required. o B: No action required. o C: No action required. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 2 Predictive Modeling Results: The maximum predictive power density generated by the antennas is approximately 20.32 percent of the FCC's general public limit (4.06 percent of the FCC's occupational limit) at the utility line level. At the antenna face level, the maximum predictive power density generated by the antennas is approximately 1446.33 percent of the FCC's general public limit (289.266 percent of the FCC's occupational limit). At ground level, the maximum predictive power density generated by the antennas is approximately 0.35 percent of the FCC's general public limit (0.07 percent of the FCC's occupational limit). Onsite Measured Results: EBI conducted a site visit on March 19, 2020. There are no access restrictions to the utility pole as it is located in the public right-of-way. Existing conditions at the site were measured by radiofrequency monitoring. Combining these results with predictive modeling results for the proposed AT&T antenna resulted in a maximum power density of approximately 1.91 percent of the FCC's general public limit (0.38 percent of the FCC's occupational limit). 1 .2 Climate Conditions at Time of On-Site Audit Temperature: 63° Sky Conditions: Sunny Wind Factor: No Wind Precipitation: None AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 3 2.0 SIGNAGE AND MITIGATION PLAN ANTENNA CL=37.3' a "`°"" • Install8.25"x8.25" Stonehouse ■ �• ■ m="^ CAUTION signs on opposite sides of ■■; - • - the utility pole 5' below the bottom of ■ the antenna. • UTILITY LINE LEVEL=26.6' `7 rF '1; 1 li i` ill GROUND LEVEL=0' n I4.I Carrier Color Code ATT 10 foot grid size SIGN IDENTIFICATION LEGEND h° AT&T NOTICE 2 Sign AT&T CAUTION 2—Rooftop Sign Existing Sign ` _ . AT&T WARNING 16 and 2A Signs AT&T CAUTION 26—Tower Sign Proposed Sign — -- __ i..M.. AT&T NOTICE Small Cell Signs , AT&T CAUTION 2C—Parapet S gn Installed Sign • .� AT&T CAUTION Small Cell Signs - AT&T TRILINGUAL NOTICE Sign AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 4 3.0 ANTENNA INVENTORY .. I o'o a) ro d = ai m a a i W a+ c ia) c A u s =747. N 3 ado i i b C m b ro b 4.1 0 j E v 3 0 v 0 i 3 i V y `'� 0 ... 0 ... 0 c c o- = m .. d O C I- H Q 4 i Q 0 Q a ~ Q L.L. I ATT GALTRONICS GQ24 1 2-066 1 3 OODT 700 700 0 0 231 2.0 40 4 2.35 235.57 386.33 I ATT GALTRONICS GQ2412-06613 OODT 1900 1900 0 0 156 2.0 40 4 5.85 518.94 851.07 • Note there is I AT&T antenna at this site. For clarity, the different frequencies for each antenna are entered on separate lines. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 1 Site FA: 14810884 5 Antenna Radiation Z-Height Utility Line Ant # NAME X Y Z-Height Ground Centerline Level I ATT 33.6 32.7 37.3 9.7 36.3 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 6 4.0 SITE PHOTOGRAPHS The following pages contain site photos from the on-site survey conducted on March 19, 2020. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 7 4z i \ ; 4 ..k's 4 l :t — ...2.4.,., 1 , shy . ..: I . SC . sr q ' .fir,`. -� y r � < . Preconstruction Site Overview 4. South Broadcast Direction ,: 19"t `' � •$ _ — -_ .f414,1* •.r . r .. 'ty . >y 1100 {. , ...4; may. n. —. - �� ' iiiiiiQi, mg a �! I t C 2. North Broadcast Direction 5. West Broadcast Direction Y 1 r F:. ..__� . 5 ''s .pit:' . } T ti 3. East Broadcast Direction 6. Nearby Business AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: I4810884 8 03t19/2020 f • t z ^y 7. Nearby Business 8. Nearby Business AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR TGARD 003E Site USID: 192330 Site FA: 14810884 9 5.0 ONSITE MEASUREMENTS EBI performed a ground level RF-EME survey on March 19, 2020. Monitoring was performed using a NBM-550 Electromagnetic Radiation Survey Meter, E-0541 with a EA509 I -shaped probe with a frequency range of 300kHz-50 GHz. The meter was last calibrated on 4/26/2019. This meter was programmed to measure the total power density for all electromagnetic radiation within the 300kHz-50GHz frequency range and report the power density as a percent of the FCC's controlled MPE. During this survey, no spatially averaged readings above 0.3120% of the FCC's occupational MPE ( I .5600% of the general public MPE) were encountered on any ground surface. This maximum spatially averaged reading was measured at ground level approximately 100 feet south of the proposed site, as shown in the monitoring site plan. Please see below for a graphical representation of monitoring locations and readings. North 0.0290 2L 10' 0.8660 g 20' 1.2620 a 50' 0.6430 100' 0.5490 200' P•coosed Antenna East 0.0115 LID 10' West 0 0145 g 20' 00035t 10' 0.1866850' 0.1665 20' . 0.0060 0.1185 @ 75' 0.1750 50' 0.8020 100' 07570 200' GROUND LEVEL•0' South 0.3775 a 10' 0.2915 20' 0.2080 et 50 UTILITY LINE LEVEL 26.6' 1.5600 100' 0.5675 200' Genie Color Code •ATT 10 Inca Orr?nee AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 10 6.0 WORST-CASE PREDICTIVE MODELING In accordance with AT&T's RF Exposure policy, EBI performed theoretical modeling using RoofMasterTM software to estimate the worst-case power density at the site utility line level and ground-level resulting from operation of the antennas. For this report, EBI utilized antenna and power data provided by AT&T and compared the resultant worst-case MPE levels to the FCC's occupational/controlled exposure limits outlined in OET Bulletin 65. The assumptions used in the modeling are based upon information collected during the site survey and information provided by AT&T and information gathered from other sources. There are no other wireless carriers with equipment installed at this site. Based on worst-case predictive modeling, there are no modeled exposures on any accessible utility line level and ground walking/working surface related to ATT's proposed antennas that exceed the FCC's occupational and/or general public exposure limits at this site. Modeling indicates that the worst-case emitted power density may exceed the FCC's general public limit within approximately I I feet of the antenna face and the occupational limit within approximately 5 feet of the antenna face. Modeling also indicates that the worst-case emitted power density may exceed the FCC's general population limit within approximately 5 feet below the bottom of the AT&T antenna and the occupational limit within approximately 3 feet below the bottom of the AT&T antenna. At the nearest walking/working surfaces to the AT&T antennas on the utility line level and ground, the maximum power density generated by the AT&T antennas is approximately 20.32 percent of the FCC's general public limit (4.06 percent of the FCC's occupational limit). The composite exposure level from all carriers on this site is approximately 20.32 percent of the FCC's general public limit (4.06 percent of the FCC's occupational limit) at the nearest walking/working surface to each antenna. Based on worst- case predictive modeling, there are no areas at ground/street level related to the proposed AT&T antennas that exceed the FCC's occupational or general public exposure limits at this site. At ground/street level, the maximum power density generated by the antennas is approximately 0.35 percent of the FCC's general public limit (0.07 percent of the FCC's occupational limit). Existing conditions at the site were measured by radiofrequency monitoring. Combining these results with the predictive modeling results for the proposed AT&T antennas resulted in a maximum power density of approximately 1 .91 percent of the FCC's general public limit (0.38 percent of the FCC's occupational limit) at ground level. It should be noted that RoofMasterTM is not suitable for modeling microwave dish antennas; however, these units are designed for point-to-point operations at the elevations of the installed equipment rather than ground-level coverage. Based on AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document, dated October 28, 2014, microwave antennas are considered compliant if they are higher than 20 feet above any accessible walking/working surface. There are no microwaves installed at this site. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 11 Utility Line Level (26.6 feet AGL) 4 N GROUND LEVEL=O' VIil t, �_ -.�Q °a r� A ' i_ V as _ ---- -tom ,' UTILITY LINE LEVEL=26.6' i © Q'� G Percent MPE Legend 1 © 100i 500% ❑ 500%-5000% • 5000%+ Public Limits Sula 9 10 foot grid size )Avg.26.6 to 32.6 Feet) i I I i I Carrier Color Code G AT AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: I4810884 12 Elevation View ANTENNA CL=37.3' 1,..imp UTILITY LINE LEVEL=26.6' E __ ip V 0,... .,I �B N p i, 1. I j Percent MPE Legend r E at•100i iI GROUND LEVEL=0' L lam-500%G q ILL.I n 500%-5000% ❑ 5000%+ Public Limits Sula 09 Vertical 10 foot grid size Mid Zone Avg Carrier Color Code 0 AT T AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 13 Antenna Face Level I N GROUND LEVEL=O' la 10, _ + UTILITY LINE LEVEL=28.6' Percent MPE Legend E 0e-100o Q 100%-500% ❑ 500%-5000% 5000%+ Public Limits Sula 9 10 foot grid size (Avg:34.3 to 40.3 Feet) Carrier Color Code Q AT Max MPE: 1,446.33% General Population MPE at Antenna Face Level AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR TGARD 003E Site USID: 192330 Site FA: 14810884 14 Ground Level (0 feet AGL) 4 Py- GROUND LEVEL=0' a \- M1 r•J F Nei 4 UTILITY LINE LEVEL=26.6' Percent MPE Legend ❑ 0%-100% 100%•500% ❑ 500e•5000% 5000 e• Public Limits Sula 9 10 loot grid size (Avg:0 to 6 Feet) Carrier Color Code Q AT AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 15 AT&T Contribution of More Than 5% of the FCC's General Exposure RF Limit N I 0 GROUND LEVEL=0' .ts o r—_ 4 4" _. ft L ` _.f i t 4 � pr t, ? UTILITY LINE LEVEL=26.6' T? i .3r t . _ .\ Percent MPE Legend ❑ 0%-5% I 0.5, n 5%+ Public Limits 5ula 9 10 foot grid size (Avg:0 to 6 Feet] Carrier Color Code __—I I I I — 0 AT T Note that the areas shown in purple are where AT&T antennas contribute more than 5% of the FCC's general exposure RF limit. These do not overlap any areas in front of other carrier antennas exceeding the FCC's general exposure RF limit because there are no other carriers as shown in Figure I. Under FCC regulations, AT&T is therefore not responsible for predicted exceedances of another carrier's antennas. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 148I0884 16 7.0 COMPLIANCE SUMMARY Based on the information collected, AT&T Mobility will be Compliant with FCC Rules and Regulations at the nearest walking surface if recommendations in the Compliance Summary are implemented. The following mitigation measures are recommended for this site. • Access Point(s): o To reduce the risk of exposure and/or injury, EBI recommends that access to the utility pole or areas associated with the active antenna installation be restricted and secured where possible. o Install 8.25" x 8.25" Stonehouse CAUTION signs on opposite sides of the utility pole 5' below the bottom of the antenna. • AT&T Mobility Sectors: o Sector A: • No Action Required. o Sector B: • No Action Required. o Sector C: • No Action Required. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 17 8.0 APPENDICES AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 148I0884 18 Appendix A: FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general public/uncontrolled exposure limits for members of the general public. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general public/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General public/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related, for example, in the case of a telecommunications tower that exposes persons in a nearby residential area. Table I and Figure I (below), which are included within the FCC's OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are "time-averaged" limits to reflect different durations resulting from controlled and uncontrolled exposures. The FCC's MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density, the FCC has established an occupational MPE of 5 milliwatts per square centimeter (mW/cm2) and an uncontrolled MPE of I mW/cm2 for equipment operating in the 1900 MHz frequency range. For the AT&T equipment operating at 700 MHz, the FCC's occupational MPE limit is 2.33 mW/cm2 and an uncontrolled MPE limit of 0.47 mW/cm2. For the AT&T equipment operating at 1900 MHz, the FCC's occupational MPE is 5.0 mW/cm2 and an uncontrolled MPE limit of 1.0 mW/cm2. These limits are considered protective of these populations. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 I9 Table I : Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength (E) Strength (H) Power Densi 2y (S) [E]2, [H]2, or S (Vim) (A/m) (mW/cm ) (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f2)* 6 1 30-300 61.4 0.163 1.0 6 300-1,500 -- -- f/300 6 1,500-100,000 -- -- 5 6 (B) Limits for General Public/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength (E) Strength (H) Power Density (S) [E]2, [H]2, or S (V/m) (A/m) (mW/cm ) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/f2)* 30 30-300 27.5 0.073 0.2 30 300-1,500 -- -- f/I,500 30 1,500-100,000 -- -- 1.0 30 f = Frequency in (MHz) * Plane-wave equivalent power density Figure 1. FCC Limits for Maximum Permissible Exposure (MPE) Plane-wave Equivalent Power Density 1,000 I I I I I i I I I Occupational/Controlled Exposure ---- General Population/Uncontrolled Exposure 100- - r §' r E r t0- rr - aai 5- - in r r o i- rr z - - r r 01 I I I I I I I I I 0.03 0.3 1 3 30 300 1 3,000 30,000 1300 000 1.34 1,500 100,000 Frequency (MHz) Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 20 Personal Wireless Service Approximate Occupational Public MPE Frequency MPE Microwave (Point-to-Point) 5,000 - 80,000 MHz 5.00 mW/cm2 1.00 mW/cm2 Broadband Radio (BRS) 2,600 MHz 5.00 mW/cm2 1.00 mW/cm2 Wireless Communication (WCS) 2,300 MHz 5.00 mW/cm2 1.00 mW/cm2 Advanced Wireless (AWS) 2,100 MHz 5.00 mW/cm2 1.00 mW/cm2 Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm2 Specialized Mobile Radio (SMR) 855 MHz 2.85 mW/cm2 0.57 mW/cm2 Long Term Evolution (LTE) 700 MHz 2.33 mW/cm2 0.47 mW/cm2 Most Restrictive Frequency Range 30-300 MHz 1.00 mW/cm2 0.20 mW/cm2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. Personal Communication (PCS) facilities used by AT&T in this area operate within a frequency range of 700-1900 MHz. Facilities typically consist of: I) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (PCS telephones). Transceivers are typically connected to antennas by coaxial cables. Because of the short wavelength of PCS services, the antennas require line-of-site paths for good propagation, and are typically installed above ground level. Antennas are constructed to concentrate energy towards the horizon, with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of PCS facilities, generally results in no possibility for exposure to approach Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. FCC Compliance Requirement A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 21 Appendix B: AT&T RF EXPOSURE POLICY REQUIREMENTS AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document, dated May 27, 2015, requires that: 1 . All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: I4810884 22 Appendix C: AT&T SIGNAGE AND MITIGATION Signs are the primary means for control of access to areas where RF exposure levels may potentially exceed the MPE. As presented in the AT&T guidance document, the signs must: • Be posted at a conspicuous point; • Be posted at the appropriate locations; • Be readily visible; and • Make the reader aware of the potential risks prior to entering the affected area. The table below presents the signs that may be used for AT&T installations. CRAN / HETNET Small Cell Decals / Signs Alerting Signs C�0) NOTICE M g;>> NOTICE A J ....YC.a1.aM'Ia OM I.Is.t'r blab 1 OM lWp fgnl ew 11111MOS. co Y►&ii'1'&it tnpr*MPx rp"we Acua rgw+r fix (U.n� „ NOTICE �I )) A1P.a�.M�itlmun/IM1,MM NOTICE 1 a A.•MI+M,,ua.e..M a.., DECALS e..r .,..'.....towmom.r• RF energy emitted by this antenna may exceed the FCC's sou wrr.x•sa+a rgasas,eR'. exposure limits for the general population. -",... f4sa•"'""`++w'""'a i.w Stay al Feast 1 feet away from the antenna ' UMW maarm xxi ew,ro'Maas+w, Call AT&T at 800.838.7877.option 9 then 3.for help d you .M,.»'.f".I.•rwatv,on mit TRILINGUAL . -".. need access w,th,n feet M..wit __o NOTICE NOTICE 2 NOTICE 01e) ACAUTION A CAUTION AT&T operates antennas al this strut-ham Ilia pointyou an en enngF Ifie isn A area where radio frequency IRF hells May eirtad the FCC General Population exposure limns a1!?wa'saaaalw,M .4 Follow Safety guidelines for working in an NOTICE �,dens�";,a. err. --••« RF prvoronment k[a.ga.eaf•.u1.ImM, aMlewaim essrae.yOM SIGN lam M,yams. -moll.- .n :A.7'dals/6s11W17IgarAr Keep h away from the fronts of me ,,. v.Pataer•sa IMaallala antennas ,w,v,rat e MO*.l6:l,.M1ala1 Aek.u.i,.w,.n.Or•A•yewe ex mia*f.maa•aa eeraq .. Contact AT&Tt at 1180i38]BYp opt 9.3 :..re "«rw..-",.,m+.cna•w axa ...env al W.918 MI..•an•na' and follow tan maintenance tie r to padnm++nq any malnbnance tie repairs •— '- "'^'' • .M reM.n•.•..,•,..1 am Mre.I+,M•t above this point. CAUTION 2 — ...n.•a�er,.F.r,ell...v..W„r. This is AT&T Site USID .. ROOFTOP CAUTION 2A ACAUTION ACAUTION A CAUTION A �`'.0 rr lliraUwc ,,,- ,..r.r...-.,,.. RF energy emitted by this antenna may exceed the FCC's CAUTION "l-sall^° '-"'-i m= Inami r-hal-°a-1�°0a a. occupational exposure limits. ornomar .ownelwiee, rm',,°i,,as„aAamJ I,i;,,,.I t„,'i"Irw"`...li, 5Ceew DECAL - Stay at least 1 lee!away from the antenna. auvl•l.,.patae .pr•e.!.0 aaarrampeuwsrsP.'Ky '"".,,,',11"..rn.tn:mato;a n if TM..a,.6Y•a.la,l Fr »11 Call AT&T al 800-631b19?7.option 9 then 3.lot help If you ...+diiaganrnrwuw pewr..n,.I Alar nawern.;•n':;e.,,�.,1: n•.Ma•.ill••nmaaia.ra.,ma as`lasn.I%n amm an rats Ynml.l need access within I feel. .,....,,, ,a„ :I,,..,•a wae•..a meassa•I... -+M�+•..n�ru�. • • CAUTION 2B - CAUTION 2C - TOWER PARAPETS A CAUTION ® 4 AWARNING AT&T operates antennas at this structure this point you are entering an io area where rad frequency IRF}fields may exceed the FCC Occupational A A exposure limits Follow safety guideline,for working in on CAUTION ,•,.'e...•,aas,.+e =tt.n..ea-asaMw OF environment SIGN ler.r+.ara1.,aretewix, a arrxlw+r..•xaaslKA Aw Kea p h away from the fronts of the ''•'M samosa*Adis seam. aw..aa4.•,ar}rwnw.a'• !Imam Cr Cnflhlnsmet,h antennas haw.Itav-larjaa•lrlYua,, Contact AT&T a16Defi36-2!22.opt 9.3 0A.arawl'ertfota,Yam'n Areaewr a An a matron!mid••a a Mary Man and follow their matruchons pnor to .runt'Ataaxa4,Vtglan9aal t,Mrli'61 eeW,.a al,7vetr 9 Aa I. r ar:wig any ma,nle"ante or repair ...am.,.a ."sie°unVnxnuna.Mt ..... !n.1.s.,h pa ,, akNw 10•01.1111•NA a lxn.,tTs point ...... ...—.. Cell Sin USID WARNING I B WARNING 2A AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 003E Site USID: 192330 Site FA: 14810884 23 Appendix D: LIMITATIONS This report was prepared for the use of AT&T Mobility, LLC to meet requirements outlined in AT&T's corporate RF safety guidelines. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information collected during the site survey and provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 24 Appendix E: RoofMasterTM RoofMasterTM is a widely-used predictive modeling program that has been developed to predict RF power density values for rooftop and tower telecommunications sites produced by vertical collinear antennas that are typically used in the cellular, PCS, paging and other communications services. Using the computational methods set forth in Federal Communications (FCC) Office of Engineering & Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields" (OET-65), RoofMasterTM calculates predicted power density in a scalable grid based on the contributions of all RF sources characterized in the study scenario. At each grid location, the cumulative power density is expressed as a percentage of the FCC limits. Manufacturer antenna pattern data is utilized in these calculations. RoofMasterTM models consist of the Far Field model as specified in OET-65 and an implementation of the OET-65 Cylindrical Model (Sula9). The models utilize several operational specifications for different types of antennas to produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 25 Appendix F: CERTIFICATIONS AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 26 Field Personnel Certification I, Ronald Domholdt, state that: • I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry. • I have successfully completed RF-EME safety training, and I am aware of the potential hazards from RF-EME and would be classified "occupational" under the FCC regulations. • I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commissions (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. • I have been trained in the proper use of the RF-EME measurement equipment, and have successfully completed EBI training in the policies and procedures for site survey protocols. • All information collected during the site survey and contained in this report is true and accurate to the best of my knowledge and based on the data gathered. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_003E Site USID: 192330 Site FA: 14810884 27 Preparer Certification I, Jonathan Ilgenfritz, state that: ■ I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry. • completed RF-EME safetytraining, and I am aware of the potential hazards I have successfully from RF-EME and would be classified "occupational" under the FCC regulations. • I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commissions (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. • I have been trained in on the procedures outlined in AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document (dated October 28, 2014) and on RF-EME modeling using RoofMasterTM modeling software. • I have reviewed the data collected during the site survey and provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. r � AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. /Portland General / Elechic Portland General Electric Structural Analysis Project: AT&T CRAN -RWOR -TGARD 003E Address: 10500 SOUTHWEST CASCADE AVENUE TIGARD, OR 97223 Date: 6/19/2020 Pole #: C1135B-12043 Analyst: Scott Ziska Pass © Passed w/modifications (see comments) Comments: PGE assist. Help with installation of small cell antenna. Run -80 feet #6 Tx from x-former C10-13969 across street and connect 120/240V power to cabinet installed on pole. I 1 111 4 x, t 1 �` �� -, - Alt. ,ji;+ _ __ -- - --�' . ., •' 4 ry. � ;, .y'T . x" Clz •-.. ♦R 4'.j , yly__ 44/1 .h IOW t ;t s a R J Pole Foreman Image Street-view Image PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 POLE LOADING DATA Pole: 35/4 Wood Soil: None Pole Loading NESC Edition: 2017 Rule 250D: Temp=15F, Wind=30 mph, Ice=0.75 in Horizontal: 11% (250D) Loading District: Medium Vertical: 16% (k=1 .20) Construction: Grade B POLES Pole # Length (ft) Depth (ft) Elevation (ft) 0 35+5.0 6 0 POLE LINE TOPOLOGY 0° 270°- - 80" 180+ File: C1135B-12043-SZ-PASS-xx%-DIST-35-4.pff 6/19/20 9:44 AM Page 1 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 SERVICES Service Type Length (ft) Direction Attach (in) Tension 4/0 AL TX SERV(AAC) Power 99 270° 73 837 4/0 AL TX SERV(AAC) Power 99 272° 76 837 4/0 AL TX SERV(AAC) Power 99 89° 73 837 4/0 AL TX SERV(AAC) Power 99 91° 78 837 EQUIPMENT Equipment Weight(Ibs) Attach (in) Direction User Defined Equipment 200.0 0 135° User Defined Equipment 400.0 216 270° User Defined Equipment 150.0 108 225° s File: C1135B-12043-SZ-PASS-xx%-DIST-35-4.pff 6/19/20 9:44 AM Page 2 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 POLE LOADING DATA Pole: 35/4 Wood Soil: None Pole Loading NESC Edition: 2017 Rule 250C: Temp=60F, Wind=90 mph, Ice=0.00 in Horizontal: 54°A° (250C) Loading District: Medium Vertical: 11% (k=1 .20) Construction: Grade B POLES Pole # Length (ft) Depth (ft) Elevation (ft) 0 35+5.0 6 0 POLE LINE TOPOLOGY 04 27O — 1so° File: C1135B-12043-SZ-PASS-xx%-DIST-35-4.pff 6/19/20 9:44 AM Page 1 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 SERVICES Service Type Length (ft) Direction Attach (in) Tension 4/0 AL TX SERV(AAC) Power 99 270° 73 701 4/0 AL TX SERV(AAC) Power 99 272° 76 701 4/0 AL TX SERV(AAC) Power 99 89° 73 701 4/0 AL TX SERV(AAC) Power 99 91° 78 701 EQUIPMENT Equipment Weight (Ibs) Attach (in) Direction User Defined Equipment 200.0 0 135° User Defined Equipment 400.0 216 270° User Defined Equipment 150.0 108 225° i File: C1135B-12043-SZ-PASS-xx%-DIST-35-4.pff 6/19/20 9:44 AM Page 2 of 2 PoleForeman - Pole Loading Analysis Report _91 License: PGE Version 7.4.8 POLE LOADING DATA Pole: 35/4 Wood Soil: None Pole Loading NESC Edition: 2017 Rule 250B: Temp=15F, Wind=4 psf, Ice=0.25 in Horizontal: 40% (250B) Loading District: Medium Vertical: 21% (k=1.20) Construction: Grade B POLES Pole # Length (ft) Depth (ft) Elevation (ft) 0 35+5.0 6 0 POLE LINE TOPOLOGY 1 270°— — 80° 180° File: C1135B-12043-SZ-PASS-xx%-DIST-35-4.pff 6/19/20 9:43 AM Page 1 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 SERVICES Service Type Length (ft) Direction Attach (in) Tension 4/0 AL TX SERV (AAC) Power 99 270° 73 497 4/0 AL TX SERV (AAC) Power 99 272° 76 497 4/0 AL TX SERV (AAC) Power 99 89° 73 497 4/0 AL TX SERV (AAC) Power 99 91° 78 497 EQUIPMENT Equipment Weight(Ibs) Attach (in) Direction User Defined Equipment 200.0 0 135° User Defined Equipment 400.0 216 270° User Defined Equipment 150.0 108 225° File: C1135B-12043-SZ-PASS-xx%-DIST-35-4.pff 6/19/20 9:43 AM Page 2 of 2 4)GE/0, Portland General Electric Company 2213 S.W. 153rd Drive • Beaverton. Oregon 97006 June 19, 2020 Attn: City of Tigard Re: PGE Pole# C1135B-12043 at 10500 SOUTHWEST CASCADE AVENUE TIGARD, OR 97223 (CRAN- RWOR-TGARD 003E) To Whom It May Concern: PGE has accepted an application for Small Cell collocation by AT&T on the above referenced pole, PGE has evaluated pole# C1135B-12043 and determined no Make-Ready preconstruction work is needed for this site. Please let me know if you have further questions. Sincerely, Scott Ziska Scott Ziska Portland General Electric l Utility Asset Management 2213 SW 153rd Dr. Beaverton, Or. 97006 Cell: 541.232.25301 Desk: 503.416.3554 * Scott.ziska(a�pgn.com PROJECT DESCRIPTION • +Q AT&T SITE ID: CRAN_RWOR_TGARD_003E a 8tl POLE TYPE: WOOD UTILITY POLE POLE #: C 1 1 35B 1 2043 19801 SW 72ND AVE. TUALATIN. OR 97062 SCIP ID #: 1 644E-003E 1 at8tt NEAREST ADDRESS: 1 0500 SW CASCADE AVENUE 15 INFRASTRUCTURE • • PROJECT INFORMATION TIGARD, OR 97223 8215 SW TUALATIN SHERWOOD RD • SUITE 200 • TUALATIN, OR 97062 SITE ADDRESS 10500 SW CASCADE ZONING: R.O.W. AVENUE TIGARD, OR 97223 PROPOSED USE: UNMANNED TELECGI.IMJNICATIONS FACILITY CONSTRUCTION DRAWINGS LATITUDE: 45.444330' N OCCUPANCY: N/A LONGITUDE: 122.781913' W POLE OWNER: PGE (PORTLAND GENERAL ELECTRIC) (TRAFFIC CONTROL PLAN) COREONE CONSULTING USA 506 SECOND AVENUE. SUITE 1533 JURISDICTION: CITY OF TIGARD TELCO COMPANY: PGE (PORTLAND GENERAL ELECTRIC) VICINITY MAP BUILDING CODES AND STANDARDS SEATTLE, WA 98104 TYPE OF CONSTRUCTION: N/A TELCO COMPANY: T.B.D. DIRECTIONS FROM PDX AIRPORT SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, ANC LOCAL CO SOUTHWEST ON NE AIRPORT WAY. KEEP RIGHT AT THE FORK ONTO NE AIRPORT WAY, KEEP LEFT AT THE FORKONTO NE CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. PPO..ECT NC. 2B2oUCB 12 REAR RIGHT RONTTO HPORT AE RAMP AT EXIT 218 AND GO ON IY. TAKE THE RAMP ON THE RIGHT -84 COND / US-30 ON 5WS TOWARD D PORTTLAND. TAKETLAND R THE LEM RAMS�T' THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF DRAWING INDEX REVTHE LEFT TO I-5 S TOWARD SALEM / OM51 / CITYCENTER. KEEP LEFTAT THE FORK ONTO -5 S TOWARD SALE'. CONTRACT AWARD SHALL GOVERN THE DESIGN. KEEP RIGHT AT THE FORK ONTO I-5 S TOWARD SALEM. TAKE THE RAMP ON THE RIGHT AT EXIT 294 TO OR-99W ❑RA'.NRI BY. NG. TOWARD TIGARD / NEWBERG. CONTINUE FORWARD ON SW PACIFIC HWY (OR-99W). BEAR RIGHT ONTO THE RAMP AN. T-1 TITLE SHEET 2 GO ON OR-217 N TOWARD BEAVERTON / SUNSET HWY.TAKE THE RAMP ON THE RIGHT AT EXIT 5 TO GREENBURG FE. BUILDING CODE: TURN LEFT ON SW GREENBURG RD. BEAR RIGHT ON SW CASCADE BLVD. [INTERNATIONAL BUILDING CODE (IBC), 2018 AS ADOPTED BY THE LOCAL JURISDICTION] cI CIU•CCO OS.. tit L. TCP-1 VEHICULAR TRAFFIC CONTROL PLAN „. • TCP-2 TYPICAL PEDESTRIAN WORK SAFETY PLAN _: 9 ELECTRICAL CODE CAD TIFF T-1 '+r i-1 [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2015, NATIONAL ELECTRICAL CODE, AS a..uwyH aoie motel 9jA ADOPTED BY THE LOCAL JURISDICTION] LIGHTNING PROTECTION CODE: SUBMITTALS 9p;eaM,.Ma. pray ��`g [NFPA 780 — 2002, LIGHTNING PROTECTION CODE] 1b,+atOealecK 9 SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. Mar ranmE bLess9 AMERICAN CONCRETE INSTITUTE (ACT) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL E,,,,,w,„�. t CONCRETE E....,,rn,MOI,ec,,.e.C I AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ,'AD, THIRTEENTH EDITION ' - JSI/TIA 222-G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND NTENNAS. E iuMnre PelnslwWs mt. OM, , r 9 Q. is 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR I OS.1e9ua Ube iln+C I LE COMMUNICATIONS SITE (7,,..,1kev, - I I [UTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81. GUIDE FOR MEASURING °I ee.R 12/20I fifiar TO, IN.:, A?TH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND NW,3.daes COW*v iEY Mru rSTEM THE pnr,wsPra rer,eo R1 r14S OF 4 E 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC Y BY NATLFE ANY use OR DISCLOSURE OTFERTHfN THAT -CUIPMENT V:MIEN RELATES TO THE CLIEVTIVMNE06 STRICTLY p .lIBITEO.Q --E C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION Ewne it ebdt nsE sent "iea'0e WWI. 'FLCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS • ANSI T1,311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECT ' ,,QYU Mr 0 turfy pi Cason R" FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING h,1N ` MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REOI:IREMENTS, THE MOST RESTRICTIVE (J REOUIREr.1E`.- SHALL GOVERN. WHERE THERE IS CONFL'CT BETWEEN A GENERAL REOUIRELIF:. 3•` t AND A S:HI• 'C REQUIREMENT, THE SPECIFIC REQUIRE r' SHALL GOVERN. OREGON C3P ]r j,... 1,�7 %,4:: P 1 III LEGAL DESCRIPTION SCALING DRAWINGS SITE PHOTO • E' DPBES! 12/31/20 • I_;-.T-OF-WAY SUBCONTRACTOR SHAL_ 'VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE — • JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES . - BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. 'IL. E;rre " Ti CRAN_RWOH_I GAHU_003E IF USING 11 e 17" PLOT, DRAWINGS WILL BE AT HALF SCALE. s ... 'i.0 ' r% 1 0500 SW CASCADE c ' .*'.i ` °'...'''.' AVENUE , - - 1 TIGARD,OR 97223 -r ~. `" _-- • a A., ',. a-N- SITE PROJECT PARTICIPANTS DIG INFORMATIONfili . --. - SHEET TITLE NUMBE NAME L._ORE PAW 778-60, TITLE SHEET A/E LEE CAMPBELL CORE ONE CONSULTING USA 778-805-2166 811 TO ODTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE - \' y . -- +d 1" `•- PROJECT MANAGER MIKE SLOTERMAKER J5 INFRASTRUCTURE PARTNERS 206-214-8954 YOU DIG IN OREGON, CALL OREGON UTlutt NOTIFICATION CENTRE �"' ' "e' SAC MANAGER AARON GUDELJ J5 INFRASTRUCTURE PARTNERS 805-298-3091 TOLL FREE: 1-800-332-2344 OR A&E MANAGER JOSH MALBERG J5 INFRASTRUCTURE PARTNERS 208-316-1897 UIRES MIN OFFY2REORKING sMesr.,LR. uR �� OREGON STATUE REQUIRES YIN 2 WORKING DAYS NOTICE BEFORE - - CM CHARLIE RITE J5 INFRASTRUCTURE PARTNERS 971-295-6924 Know w,,I., below. YOU EXCAVATE T- 1 Cell before you gig LI NOTES: 1 IF A SIGNAL ISM PRESENT, IT SHALL BE SET TOdt \ at&it 'RED FLASH MODE' OR TURNED OFF DURING \/ PUGGING OPERATIONS. v*,, 2.FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF SIGN W1-4. 19801 SW 72ND AVE. 3.MAINTAIN A MINIMUM OF ONE ACCESS POINT TUALATIN, OR 97062 FOR EACH BUSINESS WITHIN WORK AREA LIMITS. TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE 4.ALL SIGNS ARE BLACK ON ORANGE UNLESS ONLY AND MUST BE VERIFIED OTHERWISE DESIGNATED. 48' I I 5. EXTENDING 7HE CHANNELIZING DEVICE TAPER INFRASTRUCTURE ROAD ACROSS SHOULDER IS RECOMMENDED WORK AHEAD I 6. NIGHT WORK REQUIRES ADDITIONAL ROADWAY 8215 SW TUAUTIN-SHERWOOD RD. LIGHTING A' FLAGGING STATIONS. SUITE 200 48• I TUALATIN. OR 97062 48• W20-I I ONE LANE ROAD F' I AHEAD Q 98• I I p 48• LEGEND W20-4 BE �• 1(1//Q�� ROAD NOD �4 RAGGING STATION cip 11 48 PREPARED 14 I WORN TO STOP I I UU a TEMPORARY SIGN LOCATION ,.. • r COND AVENUE, SUITE 1533 SEATTLE. WA 98104 48• �• j K9-755 CHANNELIZING DEVICES W20-7B m I d r PROTECTIVE VEHICLE - RECOMMENDED 4r I F%I TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) �PRC]JECffYD: 2020LI0012 SIGN SPACING AND BUFFER LENGTHS (FEET) W20-7A f a I SPACING BETWEEN SIGNS POSTED 'BUFFER" 24• SPEED SPACE KEEP. I CHECKED BY. ML. A B JE 30• d CRAWN BY, "� 20 50 — Rh7B : I C CAD FILE, TCP-1 25 100 100 100 75 B/W 30 100 A SUBMITTALS 35 125 .I;\Si 350 350 350 : 1, x 40 150 45 180 50 500 500 500 210 q •'\�\ LL w 4 ; � 55 250 60 25 65 700 700 700 325 I • ill ]D 365 O 0I uAR I2/10I FINAL TCP I NC IOC SET TE INFORMATION vC01JfeF�IN T.IsSt.6 24• DOCUMENTS IS PROMETPRY BY THAN T (KEEP ANY LSE asTES T DISCLOSURE OTI-EA THAN THAT I STRICTLY PROHIBITED THE CLIENT NANED IS 30• WHICHATERTO 'IC R4-7B °sssEa- I4Iy B/W ROADTali INt WORK48- K9-755 I Imo' OREGON CrLO /' W2D-7A BE ,'.4r5`."Pr T_'lj�P I W I V. : PREPARED E_ TO STOP S i .g oRIKEs2rs1no II48• W20-7B II ONE LANE BITE ROAD AHEAD 48 CRAN_RW OR_TGARO_003E I W20-4 48• 1 0500 SW CASCADE AVENUE RORK TIGARD,OR 57223 WORK AHEAD 48• W20-I SFEET TITLE 1 VEHICULAR TRAFFIC CONTROL PLAN VEHICULAR TRAFFIC 1-. D-o O i =60 �„ CONTROL PLAN 0 15' 30' 60' iiii SHEET NTYER TOP- 1 • OPTIONAL) at&t TRAFFIC CONTROL GENERAL NOTES SIDEWALK CLOSED0,---- 1. ALL TEMPORARY TRAFFIC CONTROL SIGN AGE. LAYOUTS AHEAD PEDESTRIAN AND PROCEDURESL SHALLCOMPLY WITHMLOCAL ^ CROSSWALK JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, WHICHEVER IS MORE STRINGENT. CROSS HERE TRAFFIC OR - ..,219601 SW 72ND AVE. 2. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND PEDESTRIAN TUALATIN, OR 97062 DEVICES SHALL BE IN PLACE. SIGNAL (TOP.) 3. TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS, CONES, BARRICADES, ETC. SHALL BE PLACED AS SHOWN ON PLANS. SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES AND SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES .... / \ 15. INFRASTRUCTURE 4. SELECTION, PLACEMENT, MAINTENANCE, AND PROTECTION OF TRAFFIC, PEDESTRIANS. AND WORKERS SHALL BE IN ACCORDANCE WITH THE Nj QQQ�� MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) - PART VI J 1 //� 111 8215 SW TUALATIN-SHERWOOD RD. "TEMPORARY TRAFFIC CONTROL", AND LOCAL JURISDICTIONAL _ -v_ SUITE 200 REQUIREMENTS UNLESS OTHERWISE NOTED IN THE PLANS AND I l TUALATIN, OR 97062 SPECIFICATIONS, AND SHALL DE APPROVED BY THE APPROPRIATE HIGHWAY AUTHORITY HAVING JURISDICTION. 5. ADVANCE WARNING SIGNS. DISTANCES. AND TAPER LENGTHS MAY BE SIDEWALK CLOSED EXTENDED TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL AHEAD ` AND VERTICAL CURVATURE OF THE ROADWAY AND FOR ACTUAL u TRAFFIC SPEEDS IF IN EXCESS OF POSTED SPEED LIMITS. ^ AHEAD 6. TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR CROSS HERE •@ COREONE TOTAL LENGTH. _ . , CNSULTING US.' 7, CONFLICTING OR NON-OPERATING SIGNAL INDICATIONS ON THE �1 ` TEMPORARY MARKING 506 SECOND AVENUE, SUITE 1533 (E) TRAFFIC SIGNAL SYSTEMS SHALL BE BAGGED OR COVERED. FOR CROSSWALK LINES (CROSS-HATCHING SEATTLE, WA 98104 8. ALL (E) ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE fV ' OPTIONAL) WI PAVEMENT REFLECTORS WHICH CONFLICT TH THE (N) TRAFFIC L CONTROL PLAN SHALL BE COVERED, REMOVED, OR RELOCATED. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO MATCH UTILITY PRE-CONSTRUCTION CONDITION AFTER COMPLETION OF WORK. WORK ,��y SIDEWALK CLOSED PROJECT -:� 12 VI 9. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HANG HIGHWAY AHEAD JURISDICTION AND PROVIDE ADDITIONAL "FLAGMEN'. OR POLICE AHEAD UTILITY SUPERVISION. IF REQUIRED. 10.11==.1.10 WORK ORAVMBY. Nc, 10. ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY CROSS HERE AHEAD SHALL BE BACKFILLED AND PLACED ON A MINIMUM 6H:1V SLOPE PRIOR TO END OF EACH WORK DAY. OTHER EXCAVATED AREAS CHECKED BY: NAL_ WITHIN THE CLEAR ZONE ARE TO BE EITHER BACKEILLED OR PRECAST CONCRETE CURB BARRIER CONSTRUCTION BARRIER SET (N) POLE ,001 TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEDESTRIAN LOCATION CAO FILE: TCP-2 TRAFFIC. 11. WHERE DICTATED BY LOCAL CONDITIONS, THE CONTRACTOR SHALL MAKE PROVISIONS FOR MAINTAINING PEDESTRIAN AND WORKER / SUBMITTALS LOCATIONS IN ACCORDANCE WITH ALL APPLICABLE CODES SIDEWALK ' AND OSHA REQUIREMENTS. BARRICADE(TOP.) 12. CONSTRUCTION ZONE SPEED LIMIT IF REDUCED FROM POSTED OMITS / , SHALL BE IN ACCORDANCE WITH MUTCD AND WILL BE DETERMINED BY THE AUTHORITY HAVING JURISDICTION. AHEAD ill 13. THERE SHALL BE NO WORKERS. EQUIPMENT, OR OTHER VEHICLES IN l THE BUFFER SPACE OR THE ROLL AHEAD SPACE. 14. DRIVEWAYS AND/OR SIDE STREETS ENTERING THE ROADWAY AFTER �N THE FIRST ADVANCE WARNING SIGN SHALL BE PROVIDED WITH AT 1 LEAST ONE W20-1 SIGN (ROAD WORK AHEAD) AS A MINIMUM. SIDEWALK J 15. CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE CLOSED APPROVAL OF THE AUTHORITY HAVING JURISDICTION PROVIDED THEY COMPLY WITH MUTCD. 4 IS. THE SPACING BETWEEN CONES, TUBULAR MARKERS. VERTICAL PANELS, SIDEWALK CLOSED of MAR Iz/zol TuuL Tca I ec DRUMS, AND BARRICADES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL ar AHEAD TO 1.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TAPER 4� THE INFORMATION CONTAINED IN THIS secs CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE SPEED DOCUMENTS IS PRC,PRIETAAY HE NATURE LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION. CROSS HERE ANY USE OR DISCLOSURE OhERTNJJYHAr J Wh�CM RS ATES TD THE CLEMT RAVED 6 17. WHEN CHANNELIZATION DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR _I-BCH RE ATESi® TRAFFIC OUT OF THE INTENDED VEHICULAR TRAFFIC SPACE. THE CHANNELIZATION DEVICES SHOULD BE EXTENDED A DISTANCE IN FEET OF 2.0 TIMES THE SPEED J 1\ ASE SESL LIMIT IN MPH BEYOND THE DOWNSTREAM END OF THE TRANSITION AREA. 18. TAPER LENGTHS ARE CALCULATED AS FOLLOWS: _ L= WS`/60(40 MPH AND HIGHER)OR L2= WS(OVER 40 MPH), =� PBDjfs, WHERE W= OFFSET WIDTH (FT), S= TRAFFIC SPEED (MPH). PROVIDE PEDESTRIANS IB WORKER SAFELY CONTRQL c I — DEVICES IF REQUIRED ORECON 9c?ArrL 4a?/ E PB(5I 12/31/20 I SFTE CRAN_RWOR TGARD_DO3E 1 OSOD SW CASCADE M UTILITY AVENUE 4 7, WORK TIGARD,OR 97223 AHEAD (OPTIONAL) O-leel m�E TYPICAL PEDESTRIAN WORK SAFETY PLAN TYPICAL PEDESTRIAN - WORK SAFETY PLAN SHEET NlA6=F. TCP-2