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HomeMy WebLinkAboutApplication APPLICANT 10/13/2021J5 INFRASTRUCTURE 08/25/2021 City of Springfield Development & Public Works Department Attn: Liz Miller 225 5th Street Springfield, OR 97477 VIA EMAIL- Imiller@springfield-or.gov RE: Request to ConstructSmall Wireless Facility on Existing Structure Subject to 60 -day Federal Communications Commission ("FCC') Shot Clock Dear Springfield Develop rrx�n;& Public Works: ji.'.y S T R U 1.I T U R L P A R T N E R S On behalf of New Cingular Wireless PCS, LLC ("AT&T") we are pleased to submit this request to construct a small wireless facility on a replacement 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(1), constructed on a replacement structure in the public right-of-way, requiring structure replacement. AT&T ID Owner/Pole Type Location Proposed Height EUG02_004/ FA 14810867 Centuryl-ink-owned wood pole Pole # A0356801 Main St & 14th St. 44.04494. - 36'-0" 123.00567 J5 INFRASTRUCTURE List of Permits/Agreements Requested AT&T has already entered into a Franchise Agreement with the City of Springfield. AT&T requests approval of the following permits and agreements, as well as any other authorizations necessary, for its proposed small wireless facility/facilities o Pole Attachment & Right Of Way Use Agreement —City Contract 2093, signed 1/2/19 FCC Shot Clock for Small Wireless Facilities We would also like to confirm the City of Springfield 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 08/25/2021. • Absent tolling, the City of Springfield must take final action by Monday, October 25'", 2021. If you determine one or more of these applications are incomplete, please notify us by Tuesday, September 7th, 2021. 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: Low Visibility, Stealth and Small Wireless Telecommunications Facilities— Minimum Development Standards -Type 1 Attachments: Construction Drawings, Photo sim, Propagation, RFSSR, pole owner No Make Ready/Permission cc: Wendy Long, Mike Slotemaker City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 SP1NOF1W Low Visibility, Stealth and Small Wireless Telecommunication Facilities - Minimum Development Standards - Type 1 Required Project Information (Applicant: complete this section) Applicant Name: Tyrell Fincher Phone, 206-387-6347 Company: New Cingular lMreless PCS, LLC E-mail: tf408s@att.com Address: 19801 SW 72nd Ave, Tualatin, OR 97062 Applicant's Rep.: Meredith Hewett Phone:503-312-3400 Company: J5 Infrastructure Partners E-mail:mhewett@j5ip.com Address: 6732 SW Terri Ct, Portland, OR, 97225 Property Owner: City of Springfield Phone:541-726-3700 Company: E-mail: Address: 225 Fifth St, Springfield, OR 97477 ASSESSOR'S MAP NO: 17033632 TAX LOT NOS :04201 Property Address: 160 S 14th St Nearest Intersection : Main St (HWY 126 ROW ® Private Property❑ Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Propose collocation of SWF on replacement Centur Link pole in City ROW Existing Use: Joint use telecom pole Si natures: Please si n and rint our name and date in the a ro riate box on the next a e. Associated Permits Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $0 TOTAL FEES: $ PROJECT NUMBER: Revised 5/21/13 KL 1 of 14 Signatures Owner: The undersigned acknowledges that the information in this application is correct and accurate. ��M. 1-1."i&Date: 08/25/21 /Signature Meredith T.M. Hewett Print If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. re Print Date: I certify that I prepared the attached plot plan and that it contains the information specified in the submit requirements checklist. I certify that the plot plan is accurate based upon field locates and the best available information. I understand that City staff will rely upon the plot plan in making any decisions regarding the Minimum Development Standards application. I accept full responsibility and liability in the event that there are any omissions, mistakes, or inaccuracies in the plot plan. Plot Plan // w I •..�,( Date: 08/25/21 Plot Plan Preparer Signature Meredith T.M. Hewett Print • Please See Attachment A to this application for general standards applicable to all Type 1 Wireless Telecommunications Facilities Review, and Attachment B for standards specifically related to small wireless facilities located within the public right of way. Revised 5/21/13 KL 2 of 14 Low Visibility, Stealth and Small Wireless Telecommunication Facilities on Private Property and Public Rights of Way Application and Review Process 1. Applicant Submits a Complete Application to the Development & Public Works Department The application must conform to the Submittal Requirements Checklist on pages 5- 7 of this application packet. Planning Division staff screen the submittal at the front counter to determine whether all required items listed have been submitted. Applications missing required items will not be accepted for submittal. 2. City Staff Conduct Detailed Completeness Check • Planning Division staff conducts a detailed completeness check within 7 days of submittal. • The assigned Planner notifies the applicant in writing regarding the completeness of the application. • An application is not be deemed technically complete until all information necessary to evaluate the proposed development, its impacts, and its compliance with the provisions of the Springfield Development Code and other applicable codes and statutes have been provided. • Incomplete applications, as well as insufficient or unclear data, will delay the application acceptance and initiation of review timelines. 3. City Staff Review the Application and Issue a Decision • This is a Type I decision and thus is made without public notice and without a public hearing since there are clear and objective approval criteria and/or development standards that do not require the use of discretion. • Decisions address all the applicable approval criteria and/or development standards. • Applications may be approved or approved with conditions. • The City mails the applicant and owner a copy of the decision, which is effective on the day it is mailed. The decision issued is the final decision of the City and may not be appealed. SDC 4.3-145 H. Review Process. The review process is determined by the type of WTS facility or activity that is proposed. High or moderate visibility WTS facilities, defined in Subsection E., require Type III Planning Commission or Hearings Official review. Low visibility or stealth facilities, and the co -location of new equipment of existing facilities are allowed under a Type I staff review with applicable building or electrical permits. Routine equipment repair and maintenance do not require planning review; however, applicable building and electrical permits are required. 1. Development Issues Meeting. A Development Issues Meeting (DIM) as specified in Subsection 5.1-120A. is required only for high and moderate visibility WTS facility applications. Applicable development standards as specified in Subsection F. and submittal requirements as specified in Subsection G., will be discussed at the DIM. Revised 5/21/13 KL 3 of 14 2. Type I Review Process. The following WTS facilities are allowed with the approval of the Director with applicable building and electrical permits: a. Stealth and low visibility WTS facilities, as defined in Subsection E., in any zoning district. b. Fagade-mounted antennas or low powered networked telecommunications facilities, e.g., as those employing microcell antennas integrated into the architecture of an existing building in a manner that no change to the architecture is apparent and no part of the WTS facility is visible to public view. C. Antennas or arrays that are hidden from public view through the use of architectural treatments, e.g., within a cupola, steeple, or parapet which is consistent with the applicable building height limitation. d. New antennas or arrays including side -mounted antennas and small top - mounted antennas that are attached to an existing broadcast communication facility located in any zone. No more than 3 small top -mounted antennas shall be placed on the top of any one facility without a Type III review. e. To minimize adverse visual impacts associated with the proliferation and clustering of towers, co -location of antennas or arrays on existing towers shall take precedence over the construction of new towers, provided the co -location is accomplished in a manner consistent with the following: L An existing tower may be modified or rebuilt to a taller height to accommodate the co -location of additional antennas or arrays, as long as the modified or rebuilt tower will not exceed the height limit of the applicable zoning district. Proposals to increase the height of a tower in a residential zoning district, or within 500 feet of a residential zoning district shall be reviewed under a Type III process. The height change may only occur one time per tower. ii. An existing tower that is modified or reconstructed to accommodate the co -location of additional antennas or arrays shall be of the same tower type and reconstructed in the exact same location as the existing tower. f. Small wireless facilities proposed within the public right-of-way on an existing, modified, new, or replacement small wireless facility structure in any zoning district in City limits, that meet the standards in section 4.3-145.F.28. g. Co -location of antennas or arrays on existing WTS facilities. h. The Director will use the applicable criteria specified in Subsection I. to evaluate the proposal. Revised 5/21/13 KL 4 of 14 Low Visibility, Stealth and Small Wireless Facilities Submittal Checklist For more information regarding wireless telecommunications facilities, definitions or the use of this application form please refer to Section 4.3-145 of the Springfield Development Code or call the Planner on Duty at 541-726-3753. General Application Packet Elements ❑ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available on line and at the Development & Public Works Department. Any applicable application, technology, and postage fees are collected at the time of submittal. ❑ Complete Low Visibility, Stealth and Small Wireless Facilities Application Form ❑ Copy of the Deed, City Right of Way Use/Pole Attachment Agreement and/or Express Written Consent from Owner of Facilities or Property ❑ State or County Approvals Required - The applicant must demonstrate that any application has been approved for any required state or county permit and provide a copy of the application upon request. ❑ Narrative addressing submittal requirements and development standards of SDC 4.3-145. See Attachment A to this application. ❑ Four (4) Complete Packets with the documents, plans and information as detailed below. Application Submittal Requirements. SDC 4.3-145 G. Application Submittal Requirements. All applications for a WTS facility shall provide the following reports, documents or documentation: 1. Submittal Requirements for Low Visibility and Stealth Facilities (Type I review). All applications for low visibility and stealth WTS facilities shall submit the following reports and documentation: a. Narrative. The application shall include a written narrative that describes in detail all of the equipment and components proposed to be part of the WTS facility, including, but not limited to, towers, antennas and arrays, equipment cabinets, back-up generators, air conditioning units, lighting, landscaping and fencing. b. Geographic Service Area. Except for small wireless facilities, the applicant shall identify the geographic service area for the proposed WTS facility, including a map showing all of the applicant's and any other existing sites in the local service network associated with the gap the facility is meant to close. The applicant shall describe how this service area fits into and is necessary for the service provider's service network. Revised 5/21/13 KL 5 of 14 The service area map for the proposed WTS facility shall include the following: The area of significant gap in the existing coverage area; ii. The service area to be effected by the proposed WTS facility; iii. The locations of existing WTS tower facilities where co -location is possible within a 5 -mile radius of the proposed WTS facility. C. Co -Location. An engineer's analysis/report of the recommended site location area is required for a proposed WTS tower. For small wireless facilities in the public right-of-way, this report is required only when a new structure is proposed. If an existing structure approved for co -location is within the area recommended by the engineer's report, reasons for not collocating shall be provided demonstrating at least one of the following deficiencies, except for small wireless facilities which must meet the requirements in subsection 4.3-145.F.28.k of this Code, upon report of an engineer or other qualified individual: L The structure is not of sufficient height to meet engineering requirements; ii. The structure is not of sufficient structural strength to accommodate the WTS facility, or there is a lack of space on all suitable existing towers to locate proposed antennas; iii. Electromagnetic interference for one or both WTS facilities will result from co -location; or iv. The radio frequency coverage objective cannot be adequately met. d. Plot Plan. A plot plan showing: the lease area, setbacks from adjacent public and private properties lines, antenna structure and equipment shelter with height above grade, connection point with the land line system, landscaping, screening and means of access. e. RF Emissions. An engineer's statement that the RF emissions at grade, or at nearest habitable space when attached to an existing structure, complies with FCC rules for these emissions; the cumulative RF emissions if co -located. Provide the RF range in megahertz and the wattage output of the equipment. f. Description of Service. A description of the type of service offered including, but not limited to: voice, data, video and the consumer receiving equipment. g. Provider Information. Identification of the provider and backhaul provider, if different. Revised 5/21/13 KL 6 of 14 h. Zoning and Comprehensive Plan Designation. Provide the zoning and applicable comprehensive plan (e.g., Metro Plan, 2030 Springfield Refinement Plan) designation of the proposed site and the surrounding properties within 500 feet. L FCC, FAA or Other Required Licenses and Determinations. Provide a copy of all pertinent submittals to the FCC, FAA or other State or Federal agencies including environmental assessments and impact statements, and data, assumptions, calculations, and measurements relating to RF emissions safety standards. j. Small Wireless Facilities in the Public Right -of -Way. Applications for small wireless facilities in City limits in the public right-of-way must also include: I. A structural report stamped by an Oregon licensed engineer that the small wireless facility structure can structurally accommodate the proposed small wireless facility; For attachment to existing structures, the engineer who authors and stamps the report must have conducted an in-person inspection of the pole and any issues with the condition of the pole must be noted in the report; ii. A photo simulation showing the maximum silhouette, color and finish of the proposed facility; iii. For poles that are not owned by the City of Springfield, written authorization by the pole owner regarding the specific plan to attach to the pole; and V. All necessary permits and applications required under the Springfield Municipal Code, which may be processed concurrently. Revised 5/21/13 KL 7 of 14 ATTACHMENT A General Information - Low Visibility, Stealth and Small Wireless Telecommunication Facilities (MDS Type 1) Standards for Review SDC 4.3-14S F. General Standards. The Federal Telecommunications Act of 1996 establishes limitations on the siting standards that local governments can place on WTS facilities. Section 704 of the Act states that local siting standards shall not: 1) "unreasonably discriminate among providers of functionally equivalent services' 2) "prohibit or have the effect of prohibiting the provision of personal wireless services." All applications for WTS facilities are subject to the standards in this Section to the extent that they do not violate Federal limitations on local siting standards. Where application of the standards found in this Section constitutes a violation, the least intrusive alternative for providing coverage shall be allowed as an exception to the standards. 1. Design for Co -Location. All new towers shall be designed to structurally accommodate the maximum number of additional users technically practicable. 2. Demonstrated Need for New WTS Facilities. Except for small wireless facilities, applications shall demonstrate that the proposed WTS facility is necessary to close a significant gap in service coverage or capacity for the carrier and is the least intrusive means to close the significant gap. 3. Lack of Coverage and Lack of Capacity. Except for small wireless facilities, the application shall demonstrate that the gap in service cannot be closed by upgrading other existing facilities. In doing so, evidence shall clearly support a conclusion that the gap results from a lack of coverage and not a lack of capacity to achieve adequate service. If the proposed WTS facility is to improve capacity, evidence shall further justify why other methods for improving service capacity are not reasonable, available or effective. 4. Identify the Least Intrusive Alternative for Providing Coverage. Except for small wireless facilities, the application shall demonstrate a good faith effort to identify and evaluate less intrusive alternatives, including, but not limited to, less sensitive sites, alternative design systems, alternative tower designs, the use of repeaters, or multiple facilities. Subsection F.5. defines the type of WTS facilities that are allowed in each zoning district. S. Location of WTS Facilities by Type. Subsection E. defines various types of WTS facilities by their visual impact. These are: high visibility, moderate visibility, low visibility and stealth facilities. Table 4.3-1 lists the type of WTS facilities allowed in each of Springfield's zoning districts. Revised 5/21/13 KL 8 of 14 Table 4.3-1 Zoning Districts TypesAllowed Special Heavy Industrial High visibility Heavy Industrial Moderate visibility Light -Medium Industrial Low visibility Quarry Mining Operations Stealth Community Commercial Moderate visibility Campus Industrial Low visibility Booth Kelly Mixed Use Stealth Major Retail Commercial Mixed Use Employment Mixed Use Commercial Medical Service Public Land and Open Space 1 Neighborhood Commercial Low visibility General Office Stealth Low Density Residential Medium Density Residential High Density Residential Mixed Use Residential (1) Moderate visibility WTS facilities in the Public Land and Open Space District are allowed only within the city limits. 6. Maximum Number of High Visibility WTS Facilities. No more than 1 high visibility facility is allowed on any 1 lot/parcel. EXCEPTION: The Approval Authority may approve exceeding the maximum number of high visibility facilities per lot/parcel if one of the following findings is made: a. Co -location of additional high visibility facilities is consistent with neighborhood character; b. The provider has shown that denial of an application for additional high visibility WTS facilities would have the effect of prohibiting service because the proposed facility would fill a significant gap in coverage and no alternative locations are available and technologically feasible; or C. The provider has shown that denial of an application for additional high visibility WTS facilities would unreasonably discriminate among providers of functionally equivalent services. 7. Separation between Towers. No new WTS tower may be installed closer than 2,000 feet from any existing or proposed tower unless supporting findings can be made under Subsections F.2., 3. and 4. by the Approval Authority. Revised 5/21/13 KL 9 of 14 S. WTS Towers Adjacent to Residentially Zoned Property. In order to ensure public safety, all towers located on or adjacent to any residential zoning district shall be set back from all residential property lines by a distance at least equal to the height of the facility, including any antennas or other appurtenances. The setback shall be measured from that part of the WTS tower that is closest to the neighboring residentially zoned property. 9. Historic Buildings and Structures. Except for small wireless facilities, no WTS facility shall be allowed on any building or structure, or in any district, that is listed on any Federal, State or local historic register unless a finding is made by the Approval Authority that the proposed facility will have no adverse effect on the appearance of the building, structure, or district. No change in architecture and no high or moderate visibility WTS facilities are permitted on any building or any site within a historic district. Proposed WTS facilities in the Historic Overlay District are also subject to the applicable provisions of Section 3.3-900. 10. Equipment Location. The following location standards shall apply to WTS facilities, except for small wireless facilities: a. No WTS facility shall be located in a front, rear, or side yard building setback in any base zone and no portion of any antenna array shall extend beyond the property lines; b. Where there is no building, the WTS facility shall be located at least 30 feet from a property line abutting a street; C. For guyed WTS towers, all guy anchors shall be located at least 50 feet from all property lines. 11. Tower Height. Towers may exceed the height limits otherwise provided for in this Code. However, all towers greater than the height limit of the base zone shall require Discretionary Use approval through a Type III review process, subject to the approval criteria specified in Subsection I. 12. Accessory Building Size. All accessory buildings and structures built to contain equipment accessory to a WTS facility shall not exceed 12 feet in height unless a greater height is necessary and required by a condition of approval to maximize architectural integration. Each accessory building or structure located on any residential or public land and open space zoned property is limited to 200 square feet, unless approved through the Discretionary Use process. 13. Visual Impact. Except for small wireless facilities, which must meet the requirements of section 4.3-145.F.28, all WTS facilities shall be designed to minimize the visual impact to the greatest extent practicable by means of placement, screening, landscaping, and camouflage. All facilities shall also be designed to be compatible with existing architectural elements, building materials, and other site characteristics. The applicant shall use the least visible antennas reasonably available to accomplish the coverage objectives. All high visibility and moderate visibility facilities shall be sited in a manner to cause the least detriment to the viewshed of abutting properties, neighboring properties, and distant properties. Revised 5/21/13 KL 10 of 14 14. Minimize Visibility. Colors and materials for WTS facilities shall be nonreflective and chosen to minimize visibility. Facilities, including support equipment and buildings, shall be painted or textured using colors to match or blend with the primary background, unless required by any other applicable law. 15. Camouflaged Facilities. All camouflaged WTS facilities shall be designed to visually and operationally blend into the surrounding area in a manner consistent with existing development on adjacent properties. The facility shall also be appropriate for the specific site. In other words, it shall not "stand out' from its surrounding environment. 16. Fagade-Mounted Antenna. Fagade-mounted antennas shall be architecturally integrated into the building design and otherwise made as unobtrusive as possible. If possible, antennas shall be located entirely within an existing or newly created architectural feature so as to be completely screened from view. Fagade-mounted antennas shall not extend more than 2 feet out from the building face. 17. Roof -Mounted Antenna. Roof -mounted antennas shall be constructed at the minimum height possible to serve the operator's service area and shall be set back as far from the building edge as possible or otherwise screened to minimize visibility from the public right-of- way and adjacent properties. 18. Compliance with Photo Simulations. As a condition of approval and prior to final staff inspection of the WTS facility, the applicant shall submit evidence, e.g., photos, sufficient to prove that the facility is in substantial conformance with photo simulations provided with the initial application. Nonconformance shall require any necessary modification to achieve compliance within 90 days of notifying the applicant. 19. Noise. Noise from any equipment supporting the WTS facility shall comply with the regulations specified in OAR 340-035-0035. 20. Signage. No signs, striping, graphics, or other attention -getting devices are permitted on any WTS facility except for warning and safety signage that shall: a. Have a surface area of no more than 3 square feet; b. Be affixed to a fence or equipment cabinet; and C. Be limited to no more than 2 signs, unless more are required by any other applicable law. 21. Traffic Obstruction. Maintenance vehicles servicing WTS facilities located in the public or private right-of-way shall not park on the traveled way or in a manner that obstructs traffic. 22. Parking. No net loss in required on-site parking spaces shall occur as a result of the installation of any WTS facility. 23. Sidewalks and Pathways. Cabinets and other equipment shall not impair pedestrian use of sidewalks or other pedestrian paths or bikeways on public or private land. Revised 5/21/13 KL 11 of 14 24. Lighting. WTS facilities shall not include any beacon lights or strobe lights, unless required by the Federal Aviation Administration (FAA) or other applicable authority. If beacon lights or strobe lights are required, the Approval Authority shall review any available alternatives and approve the design with the least visual impact. All other site lighting for security and maintenance purposes shall be shielded and directed downward, and shall comply with the outdoor lighting standards in Section 4.5-100, unless required by any other applicable law. 25. Landscaping. For WTS facilities with towers that exceed the height limitations of the base zone, at least 1 row of evergreen trees or shrubs, not less than 4 feet high at the time of planting, and spaced out not more than 15 feet apart, shall be provided in the landscape setback. Shrubs shall be of a variety that can be expected to grow to form a continuous hedge at least 5 feet in height within 2 years of planting. Trees and shrubs in the vicinity of guy wires shall be of a kind that would not exceed 20 feet in height or would not affect the stability of the guys. In all other cases, the landscaping, screening and fence standards specified in Section 4.4-100 shall apply. 26. Prohibited WTS Facilities. a. Any high or moderate visibility WTS facility in the Historic Overlay District. b. Any WTS facility in the public right-of-way that severely limits access to abutting property, which limits public access or use of the sidewalk, or which constitutes a vision clearance violation. C. Any detached WTS facility taller than 150 feet above finished grade at the base of the tower. 27. Speculation. No application shall be accepted or approved for a speculation WTS tower, i.e., from an applicant that simply constructs towers and leases tower space to service carriers, but is not a service carrier, unless the applicant submits a binding written commitment or executed lease from a service carrier to utilize or lease space on the tower. 28. Small Wireless Facilities in the Public Right -of -Way. Small wireless facilities in the public right-of-way must comply with the following standards: Small wireless facility structures must meet the following height limits, whichever is more: i. 50 feet or less in height, including antenna height; or ii. No more than 10% taller than the existing structure or other adjacent utility poles, light poles, or similar structures. b. Each antenna associated with the small wireless facility, excluding associated antenna equipment, must be no more than 3 cubic feet in volume. C. All wireless equipment associated with the structure other than the antenna, including the wireless equipment associated with the antenna and any pre- existing associated equipment on the structure, must be no more than 28 cubic feet in volume. Antenna equipment includes only such equipment that is Revised 5/21/13 KL 12 of 14 associated with the antenna that is in the same fixed location as the antenna, and is installed at the same time as the antenna. d. All antennas on a small cell structure, excluding antenna equipment, must not total more than six cubic feet in volume, whether an array or separate. e. Antennas may not project more than five feet above or two feet laterally from the pole, as measured from the inside edge of the antenna to the surface of the pole, or the minimum necessary to achieve required safety clearances. Antennas may not exceed the diameter of the pole on which they are attached, or 16 inches in diameter, whichever is greater. f. All equipment must be mounted to the pole at least 10 feet above grade. Alternately, equipment may be located in an underground vault or another location on the pole upon approval by the City Engineer. g. Other than the antenna, antenna equipment, electric meter, and power disconnect, all pole -mounted equipment must be concealed in a single flush - mounted cabinet that complies with the dimensional standards in this section or otherwise entirely shielded from public view. EXCEPTION: Multiple equipment cabinets on a single pole are permitted only when necessary to comply with the pole owner's joint use requirements. h. All cabling and wires that run between the antenna and equipment must be concealed or shielded inside conduit. I. All antennas, equipment, conduit, cabling, cabinets and ancillary parts must be painted or textured in a non -reflective neutral color that matches, or is compatible with, the pole. j. Where there are no existing overhead utilities, utility service lines and backhaul fiber must be located underground, unless approved otherwise by the City Engineer. k. All new or replacement small wireless facility structures must comply with the following: I. A replacement small wireless facility structure must be placed as close to the same location as the existing structure as is possible, unless minor adjustments to location are needed to comply with ADA requirements or for public safety, as determined by the City Engineer. ii. A new small wireless facility structure is permitted only when no other existing structure in the right-of-way is available or suitable to accommodate the small wireless facility, and no other structure in the right-of-way is available or suitable to be replaced or modified to accommodate the small wireless facility. iii. The location of a small wireless facility structure must allow sufficient clear space for safe passage on the sidewalk; must not be located within the vision clearance area; must not interfere with other utilities, traffic control Revised 5/21/13 KL 13 of 14 devices, or intersections; and must be safe, as determined by the City Engineer. Small wireless facilities are not permitted on decorative light poles and no decorative light poles will be removed or replaced to accommodate small wireless facilities. EXCEPTION: Upon a determination that no other option is reasonably available for meeting an identified capacity, coverage, or other service need, including locating the small wireless facility on private property outside the public right-of-way, the City will permit replacement of a decorative light pole with a small wireless facility that is camouflaged to match the existing decorative pole. M. The City may require design or concealment measures for small wireless facilities and associated structures in the Historic Overlay District. Any such design or concealment measures are not considered part of the small wireless facility for purpose of the size restrictions in this subsection. Removal of Facilities M. Abandonment or Discontinuation of Use. The following requirements apply to the abandonment and/or discontinuation of use for all WTS facilities: 1. All WTS facilities located on a utility pole shall be promptly removed at the operator's expense at any time a utility is scheduled to be placed underground or otherwise moved. 2. All operators who intend to abandon or discontinue the use of any WTS facility shall notify the City of their intentions no less than 60 days prior to the final day of use. 3. WTS facilities shall be considered abandoned 90 days following the final day of use or operation. 4. All abandoned WTS facilities shall be physically removed by the service provider and/or property owner no more than 90 days following the final day of use or of determination that the facility has been abandoned, whichever occurs first. S. The City reserves the right to remove any WTS facilities that are abandoned for more than 90 days at the expense of the facility owner. 6. Any abandoned site shall be restored to its natural or former condition. Grading and landscaping in good condition may remain. Revised 5/21/13 KL 14 of 14 Springfield Development Code Compliance Narrative A. The proposed installation is less than 50' and not more than 10%taller than the existing structure B. The proposed antenna will be no more than 3 cubic feet in volume C. The proposed antenna and associated equipment will be no more than 28 cubic feet in volume D. The proposed antenna will be no more than 6 cubic feet in volume E. The proposed installation will not project more than 5' above or 2' laterally from the pole, antenna will not exceed diameter of the pole it is attached to F. The proposed antenna will be mounted a minimum of 10' above grade G. The proposed equipment, separate from the antenna, will be concealed in a single cabinet that complies with the dimensional standards on this Section or otherwise shielded from public view H. All proposed cabling and wire will be concealed or shielded inside conduit I. All proposed antennas, equipment, conduit, cabling, cabinets and ancillary parts will be painted or textured in a non -reflective neutral color that matches or is compatible with the pole J. The proposed installation will include a new underground connections where required when an overhead connection does not already exist K The proposed installation will comply with: I. Will be placed as close to the same location as possible unless minor adjustments are needed to comply with ADA requirements or for public safety II. A new structure will be proposed only when no other existing structure in the right of way is available or suitable III. Installation will allow safe passage on the sidewalk, will not be located within vision clearance, will not interfere with other utilities, traffic control devised or intersections and will be determined safe L Installation is not proposed on a decorative pole M. If required by the city design will include concealment measures in the Historic Overlay District SITE PHOTO SITE NAME: CRAN_RWOR_E0002_004H PREPARED FOR =-; AT&T POLE#: A0356801 SCIP ID#: 16450-004H 19801 TUALAW7 897062ND . TUALATIN, OR 97062 SITE TYPE: WOOD UTILITY POLE Vendor: SITE ADDRESS: 160 S 14TH STREET 'S�NFRASTRUCTUR 3 00 2030 MAIN ST. SPRINGFIELD, OR 97477 IRVINEAT&T IC�614 J5 PROJECT ID: P-042818 - COUNTY: LANE COUNTY Vendor: JURISDICTION: CITY OF SPRINGFIELD SITE INFORMATION VICINITY MAP LOCAL MAP PROJECT DESCRIPTION Vendor: SITE INFORMATION: .___-+ �r R p _ �� r PROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS SITE NAME: CRAN RWOR_EUG02_004H , f- ' a FACILITY, ON AN PROPOSED UTILITY POLE WITHIN THE PUBLIC RIGHT -OF SKIP ID # : 16450-004H LATITUDE: 44°2'41.7834"N (44.04494) Coslco Wholesale {�� � v �__ WAY CONSISTING OF THE FOLLOWING: LONGITUDE: -12300'20.4114"W (-123.00567) F6I RM®1;1 y REMOVAL: SITE ADDRESS: 160 S 14TH STREET 1` 4 s .. (1) EXISTING WOOD UTILITY POLE SPRINGFIELD, OR 97477 �- DRAWN BY: MLDV COUNTY: LANE COUNTY Nurtl l :4 INSTALLATION: JURISDICTION: CITY OF SPRINGFIELDspilnclfl. alley River comer as (1) PROPOSED AT&T CANISTER ANTENNA CHECKED BY: JDM ZONING CLASSIFICATION: C - COMMERCIAL .r .. (1) PROPOSED AT&T ANTENNA MOUNT CONSTRUCTION TYPE: N/A Skinner (" ©Butte .. (1) PROPOSED AT&T DISC ONNECT/SURGESUPPRESSOR OCCUPANCY: N/A Pork �y .. (3) PROPOSED AT&T CONDUITS ADJACENT PARCEL#: 1703363204201 OVERLAY ZONE: NONE1. = .. PROPOSED AT&T STAND-OFF MOUNTS SPECIAL AREA SUBZONE: NONE 1� Eugene a y © .. (1) PROPOSED AT&T EQUIPMENT ENCLOSURE .. (1) PROPOSED WOOD UTILITY POLE A.D.A COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION Springfield Unl0rslly (y of 0jPg0n POLE OWNER: CENTURY LINK TE ?,�_ ADDRESS: 111 A STREET age HIII - CHENEY, WA 99004 I - y PHONE: (509) 235-3349 Reim- - jF- APPLICANT /CARRIER: NEW CINGULAR WIRELESS PCS, LLC ('AT&T") ADDRESS: 19801 SW 72ND AVE.i TUALATIN, OR 97062 C Mr Pisgah •� ' - POLE CHANGE Arbo elurn CONTACT: KRISTY WEAVER r PHONE: (425) 214-2186 Goshen Jasper _ M - Y ,t REQUIRED 0 06/09/21 100% CDs REV DATE DESCRIPTION Licensor: U VL1� NOOR7H 89198PE PROJECT TEAM CODE COMPLIANCE DRIVING DIRECTIONS SHEET INDEX REV. ENGINEER: SRE ACQUISITION:T-1 ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. DIRECTIONS FROM PDXAIRPORT: TITLE SHEET 0 GN -1 GENERAL NOTES 0 q�ONEGON,p O 9 9y 13,7 Jam' St'INHG�6 g INFRASTRUCTURE PARTNERS INFRASTRUCTURE PARTNERS CONTACT: JAMES CHUNG CONTACT: NATALIE ERLUND C 1. HEAD NORTHWEST ON NE AIRPORT WAY (10 FT) A-1 OVERALL SITE PLAN 0 EXPIRES: 12131/21 EMAIL: jchungQJ5IP.com EMAIL: nerlundQJ5IP.com COMMERCIAL BUILDING CODE: 2. TURN LEFT (0.2 MILES) A-1.1 DEMO SITE PLAN 0 PHONE: (949) 247-7767 x 111 PH: (503) 539-9247 OREGON STRUCTURAL SPECIALTY CODE (OSSC)-2019 3. TURN LEFT (0.2 MILES) A-2 ENLARGED SITE PLAN 0 . AT&T CONSTRUCTION MANAGER: CONSTRUCTION MANAGER: COMMERCIAL ELECTRICAL CODE: 4. SLIGHT LEFT ONTO NE AIRPORT WAY (1.8 MILES) A-3 IA LETTER AND SURVEY - A-4 ELEVATIONS 0 i HRRRev cRRnFv THAT THESE Burs WERE PREPARED BY ME OR UNDER MV DIRECT SURERVISION ANDTHATI AM DULY RRciSrRRRD eNcmeER uNDRR THE uws oFrHR STATE OFOREGOEN OREGON ELECTRICAL SPECIALTY CODE (OESC)-2021 5. SLIGHT RIGHT TO MERGE ONTO I-205 S TOWARD I-84 (0.5 MILES) A-5 ELEVATIONS 0 CONTACT: CHARLIE PITT J5 INFRASTRUCTURE PARTNERS 6. MERGE ONTO I-205 S (2.6 MILES) AT&T Site IF EMAIL: cp]261@att.com CONTACT: DEVIN TAYLOR PH: 971-295-6924 7. TAKE EXIT 21 B TO MERGE ONTO I-84 W/US-30 W TOWARD PORTLAND (5 MILES) D-1 DETAILS 0 PH: (503) 309-1380 TO OBTAIN LOCATION OF PARTICIPANTS 8. KEEP LEFT TO CONTINUE ON I-84 W (0.4 MILES) D-2 DETAILS 0 UNDERGROUND FACILITIES BEFORE YOU DIG IN OREGON, CALL OREGON 811 9. TAKE THE EXIT ONTO I-5 S (1.5 MILES) D-3 DETAILS 0 D-4 DETAILS 0 CRAN_RWOR_EUG02_004H AT&T RF ENGINEER: A&E MANAGER: UTILITY NOTIFICATION CENTER OO 10. KEEP RIGHT TO STAY ON I-5 S, FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM (9.6MILES) RF -1 RF WARNING SIGNS 0 CONTACT:LEI WANG JS INFRASTRUCTURE PARTNERS TOLL FREE: 1-800-332-2344 OR ��� 11. KEEP LEFT TO STAY ON I-5 S (96.8 MILES) UC -1 UTILITY COORDINATION SITE PLAN 0 16450-004H EMAIL: IW4124Qatt.COm CONTACT: JOSH MALBERG www.digsafelyoregon.com 12. TAKE EXIT 194A TO MERGE ONTO OR -126 E (0.4 MILES) E-1 PLUMBING DIAGRAM & DC POWER SCHEMATIC 0 EMAIL: jmalbergQj5ip.com PH: (208) 316-1897 OREGON STATUTE Know what's below. REQUIRES MIN OF 2 13. KEEP RIGHT TO STAY ON OR -126 E (0.8 MILES) G-1 GROUNDING DETAILS 0 1 60 S 14TH STREET WORKING DAYS NOTICE 14. TAKE THE EXIT TOWARD SPRINGFIELD CITY CENTER (0.4 MILES) G-2 TYPICAL GROUNDING DIAGRAM 0 SPRINGFIELD, OR 97477 ATT PROJECT MANAGER: PROJECT MANAGER: C81I before ou dl . BEFORE YOU EXCAVATE y 15. TURN RIGHT ONTO PIONEER PKWY W (1 MILE) 16. CONTINUE ONTO S 2ND ST (SIGNS FOR OREGON 126 BUSINESS E) (180 FT) CONTACT: WENDY LONG JS INFRASTRUCTURE PARTNERS EMAIL:wlongQj5ip.com CONTACT: MARTHA MILLER 17. TURN LEFT ONTO S A ST (0.9 MILES) Sheet Title: LEGAL DESCRIPTION 18. TURN LEFT ONTO 14TH ST (233 FT) TITLE SHEET PH: (206) 321-1116 EMAIL: mmillerQj5ip.com PH: (510) 325-3362 RIGHT-OF-WAY Sheet Number: DO NOT SCALE DRAWINGS T-1 CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME SITE WORK GENERAL NOTES 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED. PLUGGED, OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER, AND/OR LOCAL UTILITIES. 6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR ICE SHALL BE PLACED IN ANY FILL OR EMBANKMENT. 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. 11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 12. NOTICE TO PROCEED - NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. 13. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION), OSHA AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-1019 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. GENERAL NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - J5 INFRASTRUCTURE PARTNERS SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) CARRIER - AT&T OEM - ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES, WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORM CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND AT&T 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR AND AT&T PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE; TO THE SATISFACTION OF THE OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION; TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. ABREVIATIONS AND SYMBOLS: ABREVIATION AGL ABOVE GRADE LEVEL BTS BASE TRANSCEIVER STATION (E) EXISTING MIN MINIMUM REF REFERENCE RF RADIO FREQUENCY T.B.D. TO BE DETERMINED T.B.R. TO BE RESOLVED TYP TYPICAL REQ'D REQUIRED EGR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE MOB MASTER GROUND BAR EG EQUIPMENT GROUND BCW BARE COPPER WIRE SIAD SMART INTEGRATED ACCESS DEVICE IRG INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION SYMBOLS: S/G SOLID GROUND BUS BAR 5 N SOLID NEUTRAL BUS BAR g°- SUPPLEMENTAL GROUND CONDUCTOR o�a 2 -POLE THERMAL -MAGNETIC CIRCUIT BREAKER A� SINGLE POLE THERMAL -MAGNETIC GRADE TO ABOVE GRADE MUST BE #2 TINNED CIRCUIT BREAKER 8 CHEMICAL GROUND ROD BELOW GRADE TO WITHIN 3" TO 6" OF TEST WELL Q' DISCONNECT SWITCH END OF THE LIQUID TIGHT CONDUIT MUST BE METER (ADD EXOTHERMIC WELD (CADWELD) GROUND STANDARD DETAIL AS WELL). (UNLESS OTHERWISE NOTED) VDC NEG_ MECHANICAL CONNECTION GROUNDING WIRE ELECTRICAL INSTALLATION NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES 2. CONDUIT ROUTINGS ARE SCHEMATIC SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC, HILTI EPDXY ANCHORS ARE REQUIRED BY AT&T. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, Y" PLASTIC ELECTRICAL TAPE W/ UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM W/ NEC AND OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE LABELED W/ THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). 8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CLASS B OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TO CABLE (#14 AWG OR LARGER), 50OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90'C (WET AND DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATE FOR OPERATION AT NO LESS THAN 75'C (90'C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40 ) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90'S AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTING ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS, SHALL BE CONDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) 22. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED, CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY- COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "####". 29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. GROUNDING NOTES 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTING OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK, CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTORS OR COPPER CLAD STEEL CONDUCTORS SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6FT OF MAIN GROUND WIRES WITH 1-#2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. 19, GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN A CONDUIT, SAID CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (I.E. NON-METALLIC MATERIAL PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT LEG 1 FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). DESCRIPTION PHASE./CODE LETTER WIRE COLOR 240/120 10 LEG 1 HIACK LEG 2 RED WHITE AC NEUTRAL N GROUND (ECC) G GREEN VDC POS + 'RED -POLARITY MARK AT TERMINATION VDC NEG_ *BLACK -POLARITY MARK AT TERMINATION 240V OR 20BV, 30 PHASE A BLACK PHASE B RED (ORG. IF HI LEG) PHASE C BLUE 48OV, 30 PHASE A BROWN PHASE B ORANGE PHASE C YELLOW * SEE NEC 210.5(C)(1) AND (2) PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: G1 SINFRASTRUCTURE /P A R T N E R 3 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: 0 06/09/21 100% CDs REV DATE DESCRIPTION 21 EXPIRES: 12131/21 .I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE OF OREGON AT&T Site ID: CRAN-RWOR-EUG02-004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: GENERAL NOTES Sheet Number: GN -1 INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. INFORMATION DOES NOT CONSTITUTE A LEGAL BOUNDARY SURVEY AND SHOULD NOT BE USED FOR SURVEYING OR OTHER RELATED PURPOSES. STRUCTURAL ANALYSIS IS UNDER A SEPARATE PERMIT BY OTHERS. f(E) BUILDING) i (E) �PARKING� LOT PARCEL# : 1703363204201 OVERALL SITE PLAN w CAUTION: (E) OVERHEAD UTILITY LINES I I I I I I I I - — (1) (F) AT&T POWER LINE (UNLESS OTHERWISE INDICATED ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) (UNDER SEPARATE PERMIT) (E) WOOD UTILITY POLE (A0356801) I (P) AT&T DISCONNECT / SURGE SUPPRESSOR (P) AT&T EQUIPMENT ENCLOSURE �i I (P) AT&T CANISTER ANTENNA ON NEW MOUNT I I / I ii - 2. II L -�(F.O.C. TO PO !° I I A-5 30'-0" (TO C.L.) 60'-0" (Tq R.O.W.) I W W I ry I c~ I Z I N REFER TO ENLARGED SITE PLAN ON SHEET A-2 I I I I � I oaf "Z- . Xc0 (E) TREES (TYP) � o Fe - v I "�—(E) BUILDING 24"x36" SCALE: 1" = 10'-0" 10 5 0 10' PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: �51NFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: Licensor: 1 I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ,ULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN-RWOR-EUG02-004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: OVERALL SITE PLAN Sheet Number: A-1 1 INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. INFORMATION DOES NOT CONSTITUTE A LEGAL BOUNDARY SURVEY AND SHOULD NOT BE USED FOR SURVEYING OR OTHER RELATED PURPOSES. TE: TO DE REMOVED AND DISPOSED OF IN A ED L LEGAL MANNER. f(E) BUILDING DEMO SITE PLAN I %L ' I I I I I I I I I I f(E) BUILDING (E) PARKING I LOT CAUTION: (E) OVERHEAD UTILITY LINES I I (E) WOOD UTILITY POLE (A0356801) (TO BE REPLACED) PARCEL# : 1703363204201 w V L IJ L IJ V) 2 M R.O.W.) 24"x36" SCALE: 1" = 10'-0" 10 5 0 10' PREPARED FOR o �f` AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: k,SVINI g/21 EXPIRES: 12/31/21 .I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON' r AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: DEMO SITE PLAN Sheet Number: A-1.1 1 I I I w I I I I _Z I I I I d I a I I I I I I I I / I I I I I I I I I I I %L ' I I I I I I I I I I f(E) BUILDING (E) PARKING I LOT CAUTION: (E) OVERHEAD UTILITY LINES I I (E) WOOD UTILITY POLE (A0356801) (TO BE REPLACED) PARCEL# : 1703363204201 w V L IJ L IJ V) 2 M R.O.W.) 24"x36" SCALE: 1" = 10'-0" 10 5 0 10' PREPARED FOR o �f` AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: k,SVINI g/21 EXPIRES: 12/31/21 .I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON' r AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: DEMO SITE PLAN Sheet Number: A-1.1 1 NOTES: 1. NEW EQUIPMENT SHALL BE PAINTED FAIRFAX BROWN TO MATCH WOOD POLE. 2. EQUIPMENT IS MOUNTED WITHIN ENCLOSURE ON THE UTILITY POLE 3. AC PANEL/DISCONNECT MOUNTED ON ENCLOSURE 4. CLEAR CLIMBING QUADRANT 5. NEW ANTENNA & MOUNT ON UTILITY POLE 6. CONTRACTOR TO INSTALL THE ENCLOSURE ON THE STREET SIDE 7. LIGHT POLE/POWER POLES ARE INTENDED TO BE PLACED IN THE ROW ONLY. 8. CONTRACTOR SHALL VERIFY ROW BOUNDARY PRIOR TO PLACIl' NEW POLE. 9. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 10. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK BE REPAIRED TO MATCH CURRENT CONDITIONS AND CODE. INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. A DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. BOUNDARIES DEPICTED HEREIN M NOT ALIGN WITH ACTUAL LEGAL BOUNDARIES AND SHOULD NOT E USED FOR SURVEYING OR OTHER RELATED PURPOSES. LIGHT POLE/POWER POLES ARE INTEDED TO BE PLACED IN THE ROb ONLY. CONTRACTOR SHALL VERIFY ROW BOUNDARY PRIOR TO PLACING A NEW POLE PARCEL# : 1703363204201 ENLARGED SITE PLAN i ZA 0 CAUTION: (E) OVERHEAD UTILITY LINES (1) (F) AT&T POWER LINE (UNLESS OTHERWISE INDICATED ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) (UNDER SEPARATE PERMIT) (3) (P) AT&T CONDUITS ON (P) 12"STAND-OFF: (1) 2"CONDUIT W/ WEATHERHEAD FOR POWER TO AC DISCONNECT ATTACHED NEXT TO EQUIPMENT ENCLOSURE ON POLE: (1) 2" CONDUIT FOR FIBER: (1)4"CONDUIT FOR (12) LINES OF 1/4"COAX FROM EQUIPMENT ENCLOSURE TO ANTENNA (E) WOOD UTILITY POLE (A0356801) (P) AT&T DISCONNECT/ SURGE SUPPRESSOR (P) AT&T EQUIPMENT ENCLOSURE (P) AT&T CANISTER ANTENNAON NEW MOUNT (P) AT&T WORK AREA 2'-0" (F.O.C. TO POLE) - (E) CURB — — — — I 22'-1" (C.L. OF THE STREET TO POLE) 30'-0" (TO C.L. OF THE STREET) 7 1- W W F— e 24"x36" SCALE: 3/8" = 1'-0" PREPARED FOR AT&T .F 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: 21 EXPIRES: 12131/21 .I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON' AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: ENLARGED SITE PLAN Sheet Number: A-2 2' 1®' ORT PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 1A SURVEY CERTIFICATION SLIP ID#: 16450-004 NAD 83 j LAT — 44'02'41.77" N Vendor: T_ z I. 'Kelly g, r, Butte A lx 35 / sT '� 36 jM W x. Z qt r '°F '� l (44.04494) 1 �51NFRASTRUCTUR z N. a_ �; ;y fi z; r ve 4 4 i i 3 �• �sr ! LONG — 123°00'20.41" W 3 2030 MAIN ST. - 3_4 J{� 11 - FST^ (-123.00567) SUITE IRVINE, CA 92614 ' w' o sr J rn ` ELEV = 467.00' NAVD 88 J5 PROJECT ID: P 042818 Vendor: a � o sr x . 528 e ST 4 HT.=24.8' cher �� a sr DO �' d HT.=22.5' DIA.=0.86' Bike -i11AfHST rfdge 126 - - a HT.=22.0' k33 Sprngfiel a CENTER OF SUBJECT 00E-E� Op old POLE —SEE DETAIL Vendor: 4 Glenw O� = spr�ngfieid 7Judk�s �° 34 I00F_.Cem point i w _ Jr Laurelf' yr HT,=22.0' r. `.`� - �H�I41�eIT r. - [ ! S � E O Ii 1 600.: i r _ a IN a h F DRAWN BY. MLDV n I— of 2 - - LD WV _J li a X _ CHECKED BY: JDM I o a DORMS ST - A iE Q I� t 225 F 2 GEOGRAPHIC COORDINATES ° A 30'TOCL 60' TO POW LATITUDE: 44°02'41.77" N (44.04494) (NAD 83) i CONCRE L LONGITUDE: 123°00'20.41" W (-123.00567) (NAD 83) a GROUND ELEVATION: 4.57.00 FEET (NAVD 88) °4 I Ctv.=46.00' HEIGHT: 4 TOP OF POLE: 24.84 FEET (ACL) e a I 4 o I 06/09/21 100% CDs [(EV DATE OF SURVEY: MAY 24, 2021 ° IJ DATE DESCRIPTION 240Q 0 1000 2004 4000 4 ! POLE DETAIL RE:SCIP ID#: 16450-004 Licensor: 160 14TH STREET ° s SPRINGFIELD, OR 97477 1 INCH 20DO FEET a — NOT TO SCALE — as,sePE OREGON I CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE ARE9�S/3HG�Jt' v Sp � ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITE I w V11REGISTERED 6 ELEVATION IS ACCURATE TO WITHIN +3 FEET VERTICALLY, WHICH MEETS PROFE55IONAL EXPIRES: 12131/21 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET LAND SURVEYOR 91: 00.3. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN LEGEND. a ,.an rew oh � I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME S 9CN ANCiHATFTH AM TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE FRED REGISTERED REGISTERED IX:F"Indew hhn Peva S, o -SBF and Services. smm eEma5on REITEREDEGINEE NDER " rREGsFERE"ENSNDERM F RENCERTHE WWSOFiHESTATE of oREcoN > > EXPRESSED AS DEGREES ( }, MINUTES ( }, AND SECONDS (' ). TO S V l'anrslu�ltiA {} POWER POLE WATER VALVE 701 THE NEAREST HUNDREDTH OF A SECOND. THE VERTICAL DATUM LAND SURVEYOR OREGO' � GUY ANCHOR DECEMBER 30, 201 D AT&T Site ID: (ELEVATION AMSL) IS IN TERMS .OF THE NORTH AMERICAN VERTICAL Oi I *s dbyAd. ""n F� ANDREW JOHN PLETT nN-m=MdmW A, Poei[c-S!, DATUM OF 1988 (NAVD 88). b o=GdFL.BdSe�s. email=antlrew.pku®sflands.w ROW LINES SHOWN ARE APPROXIMATE, BASSO ON GIS DATA. AND NOT A B011NDARY SURVEY 78538PL5 CRAN_RWOR_EUG02_004H V..w�jWA FIB Date: 05/26/2021 GREG R Date: 05[26[x.021 SHEET RENEWS T2/31/22 16450-004H LandServiCIE5 Pro) NO: 2020=177-62 DECEMBER 30, 2010 Pro) NO: 2020-177-62 1 OF ANDREW JOHN PLETf Prepared: L,X.U. SHEET 78538PL5 A858 Prepared: L: K. U. SW SCHQLLS FERRY RD, SUITE A www.sflondseam PORTLANO, OR 97225infoOsflonds1 OF 1 4858 SW BCHOLLS FERRY RD, SUITE A www.sflonds.com PORTLAND, OR 97225 160 S 14TH STREET corn Checked: A.J.P. 503-345-0328 RENEWS 12/31/22 infG®sflands.vom Scale: 1"=10' -16450-004 503-345-0328 SPRINGFIELD, OR 97477 Sheet Title: 1A LETTER AND SURVEY Sheet Number: A-3 1 A LETTER 2 SURVEY- 1 NOTE: 1. NEW EQUIPMENT TO BE PAINTED FAIRFAX BROWN WITH RFTRANSPARENT, UV RESISTANT, OUTDOOR RATED PAINTED TO MATCH REPLACEMENT LIGHT POLE. 2. ALL CRAN EQUIPMENT, CONDUITS AND STAND-OFF TO BE PAINTED FAIRFAX BROWN. 3. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE. 4. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE. 5. MAINTAIN A b" CLEARANCE FROM ENCLOSURE TO POLE. b. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. 7. PRESERVE THE CLIMBING SPACE ON THE FIELD SIDE OF THE POLE DISCLAIMER: ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA MOUNTS ARE FOR DEPICTION PURPOSES ONLY. CONFIRMATION OF THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE BEYOND THE SCOPE OF THIS PROJECT. IN NO EVENT WILL J5 INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOR THE STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW INSTALLATIONS. PREPARED FOR ' AT&T !� 19801 SW 72ND AVE. TUALATIN, OR 97062 8. PROPOSED CONDUITS TO BE LOCATED ON 18" STAND-OFF WITH MAX. b" CLEARANCE FROM THE POLE. Vendor: 9. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 10 ALL.NDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR BET )SINFRASTRUCTURE 11. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO P A R T IN E R s MATCH CURRENT CONDITIONS AND CODE. 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 STRUCTURAL ANALYSIS OF EXISTING/NEW POLES ARE BY OTHERS. J5PRoJECrID: P-042918 el Vendor: AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. (P) AT&T RF WARNING NOTICE SIGNS SEE DETAILe RF -1 Vendor: T.O. PROPOSED AT&T CANISTER ANTENNA/T.O. PROPOSED WOODEN POLE (1) (P) AT&T CANISTER ANTENNA SEE DETAIL ELO 36'-0" (A.G.L.) e2 D-1 RAD CENTER OF PROPOSED AT&T CANISTER ANTENNA ELEV. 35-0" (A.G.L.) B.O. OF PROPOSED AT&T CANISTER ANTENNA _ EY LEV. 34'-0" (A.G.L.) (1) (P) AT&T PRE MANUFACTURED STAND-OFF ANTENNA MOUNT SEE DETAIL 2 3 B.O. PROPOSED AT&T STAND-OFF MOUNT/T.O. PROPOSED CONDUIT ELEV. 33'-0" (A.G.L.)� DRAWN BY: MLDV VIII CHECKED BY: JDM Iilll�l (1) (F) AT&T POWER LINE OTHERWISE INDICATED ELECTRICAL WORK N(UNLESS (1 TO BE PERMITTED AND PERFORMED BY OTHERS) CAUTION: (E) OVERHEAD UTILITY LINES (UNDER SEPARATE PERMIT) 0 T.O. EXISTING WOODEN POLE p, ELEV. 24'-10" (A.G.L.) 'y I 7z0 (1) (F) AT&T FIBER LINE III A.L.(F)POWERLINE III+ (UNLESS OTHERWISEINDICATEDELECTRICALWORK ELEV. 23'-6" (A.G.L.) off I off TO BE PERMITTED AND PERFORMED BY OTHERS) EXISTING OVERHEAD UTILITY LINES p � � EXISTING OVERHEAD UTILITY LINES � (UNDER SEPARATE PERMIT) ELEV. 22'-b" (A.G.L.) °H J� oHW ELEV. 22'-6" (A.G.L.) off Hw � VIII I A.L.(F) FIBER LINE off IIII OHw h1NI I" ELEV. 21'-b" (A. G. L.) B.O. PROPOSED AT&T EQUIPMENT ENCLOSURE / PROPOSED AT&T DISCONNECT ELEV. 19'-8" (A. G. L.) I (P) AT&T EQUIPMENT ENCLOSURE SEE DETAIL D-4 D-4 D-4 0 06/09/21 100% CDs REV DATE DESCRIPTION II Licensor: VIII � T.O. PROPOSED AT&T EQUIPMENT ENCLOSURE (2) (P) AT&T RF WARNING NOTICE SIGNS (BEHIND) SEE DETAIL RF -1 S 89198PE ELEV. 16'-0" (A. G. L.) 1111 I pIr I IIII (1) (P) AT&T IDENTIFICATION SIGN (BEHIND) SEE DETAIL RF 1 OREGON v9.L 9T' 13 1%,'0 r`&VINHG6 91 ISI I I EXPIRES: 12131/21 I I (P) AT&T DISCONNECT /SURGE SUPPRESSOR SEE DETAIL VIIII VIII D-1 iii Er.Eev CERTIFY THAT THESE Furs WERE PREPARED BY ;tE OR UNDER My DIRECT SUFERVISION ANDTHAT i Ann L _ w REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE OF OREGON' I'I I (E) WOOD UTILITY POLE (A0356801) III I AT&T Site ID: (TO BE REPLACED) II �I I I (P) WOOD UTILITY POLE (A0356801) CRAN_RWOR_EUG02_004H IIgIIII I I II I J 16450-004H III I (E) SIDEWALK/GRADE (E) SIDEWALK/GRADE 160 S 14TH STREET IIII IIII �I SPRINGFIELD, OR 97477 I'Ne III Sheet Title: FINISHED GRADE III FINISHED GRADE ELEVATIONS ELEV. O,_0„ ELEV. 0.0" Sheet Number: A-4 EXISTING EAST ELEVATION 24"x36" SALE: 3/8" = 1'-0"Z® 2 PROPOSED EAST ELEVATION 24"x36" SCALE: 3/8" = V-0" L®- 1 NOTE: 1. NEW EQUIPMENT TO BE PAINTED FAIRFAX BROWN WITH RF TRANSPARENT, UV PROPOSED CRAN CONDUIT PLAN DISCLAIMER: ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA PREPARED FOR RESISTANT, OUTDOOR RATED PAINTED TO MATCH REPLACEMENT LIGHT POLE. 2. ALL CRAN EQUIPMENT, CONDUITS AND STAND-OFF TO BE PAINTED FAIRFAX BROWN. 3. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE. 4. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE. MOUNTS ARE FOR DEPICTION PURPOSES ONLY. CONFIRMATION OF — — — THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE BEYOND THE SCOPE OF THIS PROJECT. IN NO EVENT WILL JS (P) 4" COAX CONDUIT I INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOR THE I sr--, AT&T - 5. MAINTAIN A b" CLEARANCE FROM ENCLOSURE TO POLE. b. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. 7. PRESERVE THE CLIMBING SPACE ON THE FIELD SIDE OF THE POLE 8. PROPOSED CONDUITS TO BE LOCATED ON 18" STAND-OFF WITH MAX. b" CLEARANCE STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A (P) 12" STAN D -OFF AT 4'-0" O.C. STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW I INSTALLATIONS. (P) 2" FIBER CONDUIT I & (P) 2" POWER CONDUIT 19801 SW 72ND AVE. TUALATIN, OR 97062 FROM THE POLE. 9. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 10. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 11. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO MATCH CURRENT CONDITIONS AND CODE. (P) WOOD UTILITY POLE A0356801 Y I I i- Vendor: '5 INFRASTRUCTURE P A R T R E R S 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 STRUCTURAL ANALYSIS OF EXISTING/NEW POLES ARE BY OTHERS. I J5 PRO JeCT Io: P21is Vendor: AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. 24"x36" SCALE: 3/8" 1'0 ® _`_' — " 3 ' 1' 0" 2' o- 2I� (P) AT&T RF WARNING NOTICE SIGNS 11 SEE DETAIL( Vendor: RF -1 T.O. PROPOSED AT&T CANISTER ANTEN NA/T.O. PROPOSED WOODEN POLE (1)(P)AT&T CANISTER ANTENNA ELEV. 36'-0" (A.G.L.) SEE DETAIL �2 RAD CENTER OF PROPOSED AT&T CANISTER ANTENNA I D-1 ELEV. 35-0" (A.G.L.) (1) (P) AT&T PRE MAN UFACTU RED STAND-OFF B.O. OF PROPOSED AT&T CANISTER ANTENNA _ ELEV.34'-0"(A.G.L.) ANTENNAMO NT B.O. PROPOSED AT&T STAND-OFF MOUNT/T.O. PROPOSED CONDUIT SEE DETAIL 2 3 ELEV. 33'-0" (A.G.L.) D-2 D-2 u(I DRAWN BY: MLDV 1111 I CHECKED BY: JDM CAUTION: (E) OVERHEAD UTILITY LINES (1) (F) AT&T POWER LINE 1111 (UNLESS OTHERWISE INDICATED ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) T.O. EXISTING WOODEN POLE (UNDER SEPARATE PERMIT) ELEV. 24'-10" (A. G.L.) I b" I'll A.L. (F) POWER LINE (\J EXISTING OVERHEAD UTILITY LINES l� 0 ELEV. 23'-6" (A. G.L.) I (1) (F) AT&T FIBER LINE EXISTING OVERHEAD UTILITY LINES (UNLESS OTHERWISE INDICATED ELECTRICAL WORK I ELEV. 22'-6" (A.G.L.)� oHw TO ELEV. 22'-6" (A.G.L.) 11 - TO BE PERMITTED AND PERFORMED BY OTHERS) (UNDER SEPARATE PERMIT) T.O. WIRE/GUYED WIRE CONNECTION Ill A.L. (F) FIBER LINE ll ELEV. 22'-0" (A.G.L.) I b ELEV. 21'-b" (A. G.L.) B.O. PROPOSED AT&T EQUIPMENT ENCLOSURE / PROPOSED AT&T DISCONNECT 0 06/09/21 10096 CDs 1� l ELEV. 19'-8" (A.G.L.) I : REV DATE DESCRIPTION Ill I' l l Licensor: I\J I� I Ill l �1I I 1 11 T.O. PROPOSED AT&T EQUIPMENT ENCLOSURE (P) AT&T EQUIPMENT ENCLOSURE L Illi SEE DETAIL 1 2 3 ELEV. 16'-0" (A.G.L.) 11 (2) (P) AT&T RF WARNING NOTICE SIGNS (BEHIND) I SEE DETAIL 1 RF 89198PE OREGON v-7 �9Y 13,1%�J�0 &VINIAG 6 9 1 Ill' I�1 -1 Ill Il1I EXPIRES: 12/31/21 1111 (1) (P) AT&T IDENTIFICATION SIGN (BEHIND) 1111 l SEE DETAIL1 J l I R F-1 (P) AT&T DISCONNECT / SURGE SUPPRESSOR " HEREev CERTIFY THAT THESE Puna WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE FAWS OFTHE STATE OF OREGON' SEE DETAIL (E) WOOD UTILITY POLE 3 ,l T.O. EXISTING WIRE SUPPORT Illy (A0356801) D-1 AT&T Site ID: ELEV. 8'-7" (A. G.L.) I'll (TO BE REPLACED) 111 111 (P) WOOD UTILITY POLE (Ao356801) I CRAN RWOR_EUG02_004H _ 16450-004H 1111 I (E) SIDEWALK/GRADE 1111 (E) SIDEWALK/GRADE 160 S 14TH STREET Ij SPRINGFIELD, OR 97477 �I 1111 1111 Sheet Title: FINISHED GRADE FINISHED GRADE ELEVATIONS ELEV. 0'-0" ELEV. o'_O. Sheet Number: A-5 EXISTING SOUTH ELEVATION 24"x36" SALE: 3/8" = 1'-0"2 2' 1' 0 2 1 PROPOSED SOUTH ELEVATION 24"x36" SCALE: 3/8" = V-0' 2' 1' 0 2 PSEUDO OMNI 12 -PORT CANISTER ANTENNA PREPARED FOR MANUFACTURER: GALTRONICS PART NUMBER: GQ2412-136613 DIAMETER: 14.5" HEIGHT: 24.0" WEIGHT W/MOUNT: 22.7 LBS AT&T VOLUME: 2.29347 CUBIC FEET PAINT: FAIRFAX BROWN 19801 SW 72ND AVE. TUALATIN, OR 97062 14.5" Vendor: 'S INFRASTRUCTURE ® 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: NLI U 10 0o also s 1695-9}60 Wh l Vendor: SISP-5825 MHe 9651 690-996 WE - 452 0 1_ ' ,H 495-0Gf DRAWN BY: MLDV ® ® CHECKED BY: JDM v N FRONT VIEW BOTTOM VIEW NOT USED ANTENNA SPECIFICATIONS 4 2 N.T.S. N.T.S. SURGE PROTECTION BOX MANUFACTURER: RAYCAP PART NUMBER: RSCAC1333-P-240-DL WEIGHT: 8 LBS DIMENSIONS (LxWxH): 9.38" x 6.25" x 10.43" VOLUME: (0.781 FT) x (0.52FT) x (0.869 FT) = 0.353 CUBIC FEET PAINT: FAIRFAX BROWN 0 06/09/21 100% CDs REV DATE DESCRIPTION 6.25' 9.38" 5.06' Licensor: 8.59" J. 89198PE OREGON )'t3,2% ,�p O 9 9' �F&VINHG 91 6 EXPIRES: 12/31/21 o 06 _ = o `h v c M p • I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED 9v ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM DULY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE 0 OF OREGON' AT&T Site ID: O CRAN RWOR EUG02 004H 16450-004H SIDE VIEW FRONT VIEW M40 GLANDS CAN BE 160 S 14TH STREET REPLACED BY 1-1/4" NPT SPRINGFIELD, OR 97477 CONDUIT FITTINGS Sheet Title: E] ❑ o O o DETAILS wri D 0 OSheet Number: D-1 3 AC DISCONNECT W/ SURGE PROTECTION SPECIFICATION BOTTOM VIEW 1 NOT USED N.T.S. N.T.S. NOT USED N.T.S. AT-WP-OMNFGALT S'PLEII ANTENNA SIDE MOUNT BRACKET N.T.S. SHIP PPPw W.. U-BJLT INEW, BILL OF MATERIALS PC M0.PK OIY 1 DESCRIPTION IOIALSHIP SO=2414 Suppa'Etl ON 'c W tl�VSz>loINDM ME Pz IM¢c 2 tl1a 1) 1.0'Mw do. AT -WP -OMNI -GALT Il Nlnole WlydS I M_M_Wird Sp®1 WM lz: ED 9] npF m�n��aos: v IopcgroP4c Cdrgxy FI: C G�D,,J Foch. Gn la Wlntl DI—H— PI — Ktl_ 095 BEY ISIHc—: 11 —h NOTES: 1. CONTRACTOR SHALL ADJUST THE MOUNT FOR FIT -UP AS REQUIRED. 2. ALL INSTALLATION INCLUDES RELEVANT ATTACHMENTS TO THE STRUCTURE SHALL BE IN ACCORD WITH THE REQUIREMENTS SET BY THE MANUFACTURER. N.T.S. NUT/LW/CBP/COIL/NUTSQ [2 PLCS] 'OSED CANISTER ANTENNA TEL: GALTRONICS / GQ2412-86613 PROPOSED STAND-OFF WELDMENT MODEL: AT -WP -OMNI -GALT -CB -1 01/2" x 2 1/2" x 4" U -BOLT 2NUT/2LW/2FW [2 PLCS] PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: /'J5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B18 Vendor: 0 06/09/21 100% CDs REV DATE DESCRIPTION Licensor: A. "I HEREBY CERTIFY THAT THESE PIAM WERE PREPARED 9Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D-2 AT -WP -OMNI -GALT OMNI ANTENNA MOUNT AM nc Ta rCmpw ,LLC INSTALL DRAWING IEASSAIRM INDusRwLORJ31 ATC CATALOG SALEM.OR 9 1 arZ7 ITT MI6 4177 IFI'FE ' OA9 IH DOSEUMEN16wEPROPRETARV W. ER 06/01 /Z11a 6 GIB APPROVED OF ADVAILED IOWERCQMPM ONES NO FOUAS NOTED R RCONSIRUSBIONON D6LOPURE REPR)'DUSBION OR USE OF FINISH =A IM GALVANQIb TOLERANCE ANYPARTIHEREOFMAYEEMADEDPCEPI WELdNG: SIEELGR�:FI%EXWW FRACTION. ]� R171201G LCLLG4.44 PEW RITIEN PERASSIdJ_ nm ��e ac m.n vunc ANf.IFN NOTES: 1. CONTRACTOR SHALL ADJUST THE MOUNT FOR FIT -UP AS REQUIRED. 2. ALL INSTALLATION INCLUDES RELEVANT ATTACHMENTS TO THE STRUCTURE SHALL BE IN ACCORD WITH THE REQUIREMENTS SET BY THE MANUFACTURER. N.T.S. NUT/LW/CBP/COIL/NUTSQ [2 PLCS] 'OSED CANISTER ANTENNA TEL: GALTRONICS / GQ2412-86613 PROPOSED STAND-OFF WELDMENT MODEL: AT -WP -OMNI -GALT -CB -1 01/2" x 2 1/2" x 4" U -BOLT 2NUT/2LW/2FW [2 PLCS] PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: /'J5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B18 Vendor: 0 06/09/21 100% CDs REV DATE DESCRIPTION Licensor: A. "I HEREBY CERTIFY THAT THESE PIAM WERE PREPARED 9Y ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D-2 NOT USED N.T.S. NOTES: 1. CONTRACTOR SHALL ADJUST THE MOUNT FOR FIT -UP AS REQUIRED. 2. ALL INSTALLATION INCLUDES RELEVANT ATTACHMENTS TO THE STRUCTURE SHALL BE IN ACCORD WITH THE REQUIREMENTS SET BY THE MANUFACTURER. 3. ALL CONDUIT AND STAND-OFFS PAINTED FAIRFAX BROWN. 1/4" LAG BOLT, (3) AT EA. STAND-OFF PRE MANUFACTURED ASSEMBLY WOOD UTILITY POLE WOOD UTILITY POLE CONDUIT CONNECTION DETAIL N.T.S. ELEVATION VIEW 12" , I..j PRE MANUFACTURED ASSEMBLY (P) 4" COAX CONDUIT UNISTRUT CONDUIT CLAMP (P) 2" FIBER CONDUIT (P) 2" POWER CONDUIT UNISTRUT CONDUIT CLAMP (P) 4" COAX CONDUIT (P) 2" FIBER CONDUIT UNISTRUT CONDUIT CLAMP (P) 2" POWER CONDUIT PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 51NFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P -042B]8 Vendor: 0 06/09/21 100% CDs REV DATE DESCRIPTION Licensor: A _ 1 "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D-3 NOTES: 1. CONTRACTOR SHALL ADJUST THE MOUNT FOR FIT -UP AS REQUIRED. 2. ALL INSTALLATION INCLUDES RELEVANT ATTACHMENTS TO THE STRUCTURE SHALL BE IN ACCORD WITH THE REQUIREMENTS SET BY THE MANUFACTURER. MANUFACTURER: COMMSCOPE SSC -760238852 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 MTM101101 ENCLOSURE MOUNT BRACKET WELDMENT 1 2 MT -382-14 5/8" X 14" GALV THREADED ROD 2 3 SW -58 BACKING PLATE,.188"X2.5"X2.5" W/ 11/16" HOLE 2 4 GWF-05 5/8" GALV FLAT WASHER 4 5 GWL-05 5/8" GALV LOCK WASHER 4 6 GN -05 5/8" GALV HEX NUT 4 7 100521-109 WSHR,FLAT,M10,1 SS5x20x1.20,SST,PA 2 8 100522-37 WSHR, LK, SPLT, MID, SST, PASS 2 9 100534-13 SCR,HCS,HEX,M10X20,SST,PASS 2 10 SWF-03 3/8" SS FLAT WASHER 1 11 SWL-03 3/8" SS LOCK WASHER 1 12 GB -03125 3/8" X 1-1 /4" GALV BOLT KIT 1 ENCLOSURE POLE MOUNT 6" STANDOFF ASSEMBLY N.T.S. 4X 4X 4X 2X NT BRACKET e D-4 EQUIPMENT ENCLOSURE o MANUFACTURER: COMMSCOPE METROCELL RADIO CONCEALMENT ENCLOSURE PART NUMBER: SSC -760237600 DESCRIPTION: MICRO RADIO SOLUTION STANDARD COLOR: FAIRFAX BROWN WEIGHT FULLY LOADED: 300 LBS VOLUME: (3.667 FT) x (1.75 FT) x (1.667 FT) = 10.7 CUBIC FEET SHOWN MOUNTED ON AN 8" POLE CLAMP. STRAP. AND THRU BOLT OPTIONS 3" KNOCKOUT FOR CABLE ENTRY/EXIT O (CROSS CUT RUBBER BROMMETS INCLUDED) FULLY VENTILATED WITH GR487 COMPLIANT PERF PATTERNS 21" TOP VIEW 20" v v IIY FRONT VIEW SIDE VIEW EQUIPMENT ENCLOSURE SPECIFICATION N.T.S. UNIVERSAL POLE MOUNT BRACKET TAMPER RESISTANT LATCH WITH PADLOCK HASP Z0LN]SNVAIXiT- REAR VIEW (2) 1-1/4" TRADE SIZE KNOCKOUTS TAMPER RESISTANT MI0SCREWS 0 3" KNOCKOUT FOR RF CABLE ROUTING OPTION UNIVERSAL POLE MOUNT BRACKET (2) 1" TRADE SIZE KNOCKOUT (2) 02" KNOCKOUT FOR CABLE ENTRY/EXIT o 3 o 162 IIY FRONT VIEW SIDE VIEW EQUIPMENT ENCLOSURE SPECIFICATION N.T.S. UNIVERSAL POLE MOUNT BRACKET TAMPER RESISTANT LATCH WITH PADLOCK HASP Z0LN]SNVAIXiT- REAR VIEW (2) 1-1/4" TRADE SIZE KNOCKOUTS TAMPER RESISTANT MI0SCREWS 0 3" KNOCKOUT FOR RF CABLE ROUTING OPTION UNIVERSAL POLE MOUNT BRACKET (2) 1" TRADE SIZE KNOCKOUT (2) 02" KNOCKOUT FOR CABLE ENTRY/EXIT EtWLLOFEDRE MOUNT BRACKET N.T.S. PREPARED FOR 0, AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042318 Vendor: 0 06/09/21 100% CDs REV DATE DESCRIPTION Licensor: "I HEREBY CERTIFY THAT THESE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D-4 4 3 162 NOTES: 1. ALL METRIC DIMENSIONS ARE IN BRACKETS o 1D 16 2. FEATURES CRITICAL TO QUALITY ARE INDICATED IN AN OVAL CZ) 3. WELDING WORKMANSHIP PER AWS 31.1, TABLE 6.1 4. FINISH: PAINTED. -x SUFFIX ON PRODUCT PART NUMBER REPRESENTS SPECIFIC COLOR AND/OR FINISH. REFER TO MEfROCELL PRODUCT D COLOR/FINISH SPECIFICATION MTM1004 FOR SPECIFIC REQUIREMENTS. D 5. CHASE THREAD AFTER GALVANIZED CHASE THREAD AFTER GALVANIZED 125 0 A a z �z6.e[6e1.4 ] 25.8[656.0 ] ' o do B 22.1 [560.7 ] C 4 c C DETAILC 2.3[313.1 ] SCALE 1 1 m 0.8[240.6 ] (17.35[440.7 ])AIR 3 B 1 0[0.0 ] SECTIONAA A scuEr.s o. MAT'L: FPS 441 .188[4. B 4PLACES o B 188 ff ff 5.00[127.0 ] (6.00[152.41 COMMSCOPE, INC. OF NORTH CAROLINA ...SS SAP W RAOAPS t oPUCE x-.25 3PLRCExx: ,06 MTM101101-% 1PLXE X .12 ..S }z EN. NAIENPL SEE NOTE A36 45.0° 45.0 DETAIL BI 010 ?54 "�S� xRRE — ® c[ 02%118 ,G NIA EN CLOSURE MOUNT BRACKETWELDMENT f4NSNY 6& ' Pffil RV REM NO. PART NUMBER DESCRIPTION OTY. NOTE NP Russ 1.. Ptt 3yiA I TMI01102 ENCLOSURE POPE BRACKET 1 VOLARE as R 6fin RE TP g2L111g .... N. 9JRRAOE NER iw R iYAN ESN 6000026500 ,ICRIE 1.4 MiM101101SERIES 2 TMI01103 SUPPORT, STANDOFF 2 3 MTMI01104 POLE MOUNT 1 �pM sa HM AR MDEL ORRTRxO 'OEi CQ015Cwnm5wp,Inc CaftlrAl IENS111 C V9251W � � SIRTIS REN9W VEFSIWSJr. fOFf 4 3N 032H BLACK, 1B18 NU2H T, 1 5 mum A. 4 3 2 1 EtWLLOFEDRE MOUNT BRACKET N.T.S. PREPARED FOR 0, AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042318 Vendor: 0 06/09/21 100% CDs REV DATE DESCRIPTION Licensor: "I HEREBY CERTIFY THAT THESE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D-4 AVAILABLE FROM EXCEL SIGN AND DECAL: https://vvvvw.weneedsigns.com/product.php? product id=171904&cat=1135&page= l CLICK ON AT&T PH: 510-651-0445 NO1-DC-16 1"x6' NOTICE DECAL "FOR 1 FOOT DISTANCE" VYVYL DECAL WITH ADHESIVE BACKING 1 ORDER COMES IN A PACK PF 25. RF WARNING SIGNS PLACE THREE NOTICE STICKER EQUALLY SPACED AROUND THE BOTTOM OF THE ANTENNA RADOME RF WARNING NOTICE SIGN AT ANTENNA 5" NOTICE ON THIS POLE: RADIO FREQUENCY FIELDS NEAR SOME ANTENNAS MAY EXCEED FCC RULES FOR HUMAN EXPOSURE PERSONNEL CLIMBING THIS TOWER SHOULD BE TRAINED FOR WORKING RADIO FREQUENCY ENVIRONMENTS AND USE A PERSONAL RF MONITORING IF WORKING NEAR ACTIVE ANTENNAS. IN ACCORDANCE WITH FEDERAL COMMUNICATION COMMISSION RULES ON RADIO FREQUENCY EMISSIONS 47 CFR 1.1307(B) 5" (3 DIGITS REE 000 NETWORK OPERATION CONTROL CENTER (NOC) 1-800-264-6620 REENTER I.D. NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE NODE I.D. SHALL BE INDICATE AT EACH NODE NODE NUMBER SHOWN IS FOR EXAMPLE PURPOSES ONLY. THE APPROPRIATE NODE I.D. SHALL BE INDICATED AT EACH NODE PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'S INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: ( Licensor: 1 891 NODE ID # 12 r ,y OREGON a O 6.. 949y13,10 Jt' f FSVINHC, g/21 THIS SITE IS COMPLIANT WITH FCC RULES FOR BOTH OCCUPATION AND I EXPIRES: 12131/21 CONTROLLED AND GENERAL PUBLIC OR NOTES: SITE NAME N IS FOR MPLE IFY AT NAME HALL BEV INDICATE AT EACH SITE STAY BACKDA MINIMUM OF 4 FEET SAME SQDE AS THE NT ENCLOSURE ON THE EoeeuNoeR voiOFOREEGON WERE PREPARED ev AT&T T G A R D 002 I I PURPOSES ONLY. THE APPROPRIATE SITE 1. WARNING SIGNS TO BE MOUNTED, IN 9oN ANOTFTH AM THE AN THAT STATE FROM ANY ACTIVE ANTENNA 2. WARNING SIGNS TO BE INSTALL PER MANUFACTURES SPECIFICATIONS AND FCC. AT&T Site ID: 1 800 638 2822 SIGNS ALLOWED ONLY AS 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_EUG02_004H OPERATING DISCONNECT U S D. 192355 USID NUMBER SHOWN IS FOR EXAMPLE 16450-004H • -PURPOSES ONLY. THE APPROPRIATE USID NUMBER SHALL BE INDICATE AT EACH SITE IDENTIFICATION SIGN AT DISCONNECT RF WARNING NOTICE SIGNS AT EQUIPMENT ENCLOSURE 24"x36" SCALE: NTS 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: RF WARNING SIGNS Sheet Number: RF -1 1 UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL WORK TO BE PERMITTED AND 11 PERFORMED BY OTHERS. J I } w, d 0I a w I i I I I I I II I I II (E) f(E) BUILDING) PARKING LOT PARCEL# : 1703363204201 UTILITY COORDINATION SITE PLAN � I I I I I I I I CAUTION: (E) OVERHEAD UTILITY LINES I I I I I I (1) (F) AT&T POWER LINE (UNLESS OTHERWISE INDICATED ELECTRICAL WORK TO BE PERMITTED AND PERFORMED BY OTHERS) (UNDER SEPARATE PERMIT) (E) WOOD UTILITY POLE III I I (A0356801) (P) AT&T DISCONNECT / SURGE SUPPRESSOR (P) AT&T EQUIPMENT ENCLOSURE II (P) AT&T CANISTER ANTENNA ON NEW MOUNT I I I cl L7 00 Q o o (E) TREES �� Cel (TYP) � o r] a a o o b 0 E�' v f(E) BUILDING 24"x36" SCALE: 1" - 10'-0" 10 5 0 10' PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 'J5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: 0 06/09/21 100% CDs REV DATE DESCRIPTION) Licensor: .I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUREWISION AND THAT I AM ,ULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: UTILITY COORDINATION SITE PLAN Sheet Number: UC 1 1 K.^, BUOY 6—Prat M dHIDA B3f)d Ant9ma ❑❑-:1❑. Dark Fi bore lmfmm HUtr PLUMBING DIAGRAM JUSIrM 10741 irIrd) AnIt-gnna QRtworm: - Sing-rz.,;,q ee irta with 4 Ports LAId-8 atl p C tZ) 4- 2 Pj5rl!&' H Igr,82rd �§113HZJ .6Jtarn ata Pr+adII supportrllls. L -9 ani an d,1or 2. E GuOz r9p 3mr-ce PC.FjIAVVS Crow Barmf Conq i ner Ckexp,g: PRH -1: 4T4�1 Air -St a la Mtc ro 92511111 - RR H-2. 4T4q JrUaie Mic rD 8&�aiA * AC Powe r M� -:5 f M rs Franthiaui Irpq u iI PANEL SCHEDULE VOLTAGE, PHASE: 120V 2W, 1 PH AIC 22KA MTG. VA: 4020 FEED: BOTTOM AMPS 33.5 NEMA RATING: NEMA 4x MAIN BRKR: 60 AMPS p CKT DESCRIPTION VA PER PHASE BRKR P NO. L-1 L-2 AMPS 1 RADIO - 1 670 15 1 2 RADIO - 2 670 15 1 3 SPARE 670 15 1 4 SPARE 670 15 1 5 SPARE 670 15 1 6 SPARE 670 15 1 - CONNECTED VA/PHASE 2010 2010 - CONNECTED AMPS/PHASE 16.75 16.75 24"x36" SCALE: NTS 121 DC POWER SCHEMATIC THIS DOES NOT CONSTITUTE AS A ONE LINE DIAGRAM. POWER DESIGN AND ONE LINE DIAGRAM TO BE FINALIZED WITH POWER PROVIDER AND ELECTRICAL ENGINEER. ELECTRICAL DISCONNECT ---------------------------- (N) 3/q' SCH. 80 PVC CONDUIT W/ (1) #6 GROUND WIRE (N) 1%2' SCH. 80 PVC CONDUIT WITH PULL ROPE UP UTILITY POLE!, SEE ELEVATIONS FOR CONDUIT LOCATION 24"x36" SCALE: NTS PREPARED FOR ,E AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: ( Licensor: A _ 1 891 k,SVINHGr6 g/21 EXPIRES: 12/31/21 I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE OF OREGON AT&T Site ID: CRAN—RWOR—EUG02-004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: PLUMBING DIAGRAM & DC POWER SCHEMATIC Sheet Number: E-1 1 NOTES: 1. ALL METALLIC PARTS OF THE INSTALLATION ON THE POLE SHALL BE BONDED TOGETHER AND BARREL COMPRESSION GROUNDED. 7A COPPER GROUND WIRE, #6 AWS MINIMUM SIZE SHALL BE INSTALLED FROM THE BASE OR FEEDLINE ATTACH TO GROUND CONNECTION POINT OF THE ANTENNA TO A GROUND ROD AT THE BASE OF THE POLE AND BE INSTALLED ADJACENT TO THE ANTENNA FEEDLINE CONDUIT. THE GROUND WIRE SHALL BE PERMANTLY CONNECTED CONTRACTOR TO THE GROUND ROD. 3. WHERE A UTILITY CO. NEUTRAL CONDUCTOR EXISTS, THE GROUND WIRE SHALL BE PERMANTLY BONDED BOND OVER CLAMP BEFORE TO THE UTILITY CO. NEUTRAL CONDUCTOR AT THE NEUTRAL CONDUCTOR LEVEL BY UTILITY CO. CREWS. 4 A GROUND ROD, 8 FEET MINIMUM IN LENGTH SHALL BE INSTALLED (WHERE NO UTILITY CO. GROUND GROUND WIRE ON POLE BETWEEN FACE (NOTCH ROD & INTACT GROUND WIRE EXISTS) AT THE BASE OF THE POLE. THIS INSTALLATION SHALL MEET OR 3. EXCEED THE REQUIREMENTS OF CONSTRUCTION GUIDELINE D16-2 5. THE GROUND WIRE SHALL BE COVERED BY A PROTECTIVE MOLDING FOR ITS ENTIRE LENGTH ON THE REFERENCE OF UTILITY CO. STD. POLE, EXCEPT AT THE POINT WHERE IT MUST BE EXPOSED FOR BONDING TO THE UTILITY CO. NEUTRAL. 6. THE UTILITY CO. AND COMMUNICATION GROUND RODS SHALL BE BONDED TOGETHER USING COPPER #6 AWG WIRE G R O U I V M N G NOTES 24"x36" SCALE: NTS COAXIAL GROUND KITS W. LONG BARREL COMPRESSION DOUBLE LUG WITH SIGH HOLE, ATTACH TO GROUND BAR & INSTALLED BY ANTENNA CONTRACTOR 0 0 0,0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O '000000000000000000' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #2 SOLID BARE TINNED COPPER GROUND BAR COPPER WIRE (TYP.) INSTALLED BY GENERAL CONTRACTOR NOTES: 1. COAT ALL MECHANICAL CONNECTION WITH "NOOX" OR APPROVED EQUAL 2. ALL GROUND LUGES TO HAVE INSPECTION WINDOWS/SIGHT HOLES to] 10l01111111I IImWOM01 NOT USED 24"x36" SCALE: NTS GROUND BAR L #6 AWG TO ANTENNA GROUNDS AND EQUIPMENT GROUNDS TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO GROUND ROD J 24"x36" SCALE: NTS NOTES: 1. GROUND WIRE MOLDING SHALL BE INSTALLED OVER THE BARE GROUND WIRE TO PROTECT LINE WORKERS, THE WIRE, AND THE PUBLIC. EXTEND PLASTIC MOLDING AT LEAST TWO INCHES BELOW GRADE. 2. THE GROUND WIRE SHALL BE IN ONE CONTINUOUS LENGTH. INSERT GROUND WIRE FROM THE BOTTOM OF THE GROUND CLAMP AND BOND OVER CLAMP BEFORE TIGHTENING. CONNECT TO SECONDARY OR SERVICE NEUTRAL ON THE POLE. PLACE GROUND WIRE ON POLE BETWEEN FACE (NOTCH SIDE) AND SERVICE NEUTRAL. 3. IDRIVE GROUND ROD IN UNDISTURBED EARTH 4. REFERENCE OF UTILITY CO. STD. CONNECT TO SECONDARY OR SERVICE NEUTRAL 1/2" PLASTIC MOULDING #2 SOLID BARE TINNED COPPER WIRE (TYP.) GRADE _. Lk GROUND ROD CLAMP 6" GROUND ROD, 5/8"0 X 8' LONG (NOT REQUIRED IF PGE GROUND ROD IS PRESENT) 5 1 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS WOODEN POLE E E 0 2 IC -CRIMP DETAIL TYPE SS TYPE TA TYPE W TYPE GT 24"x36" SCALE: NTS 16 C A R D W E L D D E T A 0 L S -D '6' ECTOR CRIMP CONNI TYPE PT TYPE VN TYPE VS TYPE GY 24"x36" SCALE: NTS 13 TYPE GL TYPE NC TYPE VB TYPE GR 24"x36" SCALE: NTS PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: f Licensor: A _ 1 891 k,&VINI g/21 IXPIRE8: 12/31/21 I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE OF OREGON AT&T Site ID: CRAN-RWOR-EUG02-004H 16450-004H 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: GROUNDING DETAILS Sheet Number: G-1 7 LEGEND PREPARED FOR MGB MASTER GROUND BAR = AT&T A CADWELD 19801 SW 72ND AVE. MECHANICAL CONNECTION TUALATIN, OR 97062 — — — — #2 COPPER -TINNED BARE WIRE. ADD 1/2" WIRE COVER ON THE Vendor: BOTTOM 12 FT. MIN. 36" BELOW GRADE OR 6" BELOW FROST LINE 151NFRASTRUCTURE �rP 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-042818 Vendor: Vendor: ANTENNA PER PLAN, TYP. NEW ANTENNA SIDE ARM MOUNT DRAWN BY: MLDV THRU-BOLT CONNECTION TO 1 LAA - #6 GREEN STRANDED TO CHANNEL, 3/8" DOUBLE LUG I THRU-BOLT CONNECTION, DOUBLE LUG 1 I CHECKED BY: JDM NOTE: 1 1 DETAIL SHOWS GENERAL SCHEMATIC GROUNDING REQUIREMENTS ONLY. #2 COPPER -TINNED, BARE WIRE. ADD 1/2" WIRE COVER ON THE BOTTOM 12 FT. 1 I MASTER GROUND BAR I (MGB) INSIDE ENCLOSURE I MGB EQUIPMENT ENCLOSURE PER PLAN, TYP. 1 0 06/09/21 100% CDs REV DATE DESCRIPTION 1 #2 GREEN STRANDED TO #2 SOLID 1 DISCONNECT PER PLAN, TYP. Licensor: � s 1 � #2 GREEN STRANDED TO #2 SOLID� 89198PE r ,y OREGON,p O 79Y13,2� J� r`SVIN" 6 9/Z1 I EXPIRES: 12/31/21 WOOD POLE I I "IH REBY ORUN ERM THATTHESE ME OR UNDER MySUREWISIONINS NDTHAREA BY YGIREE SNDER SIONANO FTH AM DULY REGISTERED ENGINEER ONOER THE LAWS OFiHE STATE OF OREGON' GRADE 1 AT&T Site IF L CRAN RWOR EUG02 004H (N) GROUND ROD 5/8" x 8' LONG 16450-004H COPPER CLAD STEEL (IF REQUIRED) 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Title: TYPICAL GROUNDING DIAGRAM Sheet Number: G-2 NOT USED TYPICAL GROUNDING DIAGRAM 24"x36" SCALE: N1�; 1 Meredith Hewett From: Martha Miller Sent: Wednesday, August 25, 2021 11:08 AM To: Meredith Hewett Subject: FW: Application for Wireless - AT&T Small Cell EUG02_004/16450-004 Attachments: Potential Power Path.png Follow Up Flag: Follow up Flag Status: Flagged We have the prelim power path! Let's get this one submitted! Martha Miller Project Manager I JS Infrastructure Partners Mobile: 510-325-3362 ® mmiller(cai5io.com 15 [NFRASTRUCTURE From: NORLAND Dan <dann@subutil.com> Sent: Wednesday, August 25,2021 11:05AM To: Chris Briley <cbriley@JSIP.Com> Cc: Martha Miller <mmiller@JSI P.Com>; Devin Taylor <dtaylor@JSIP.Com>; Andrew Mishler <amishler@J5I P.Com> Subject: RE: Application for Wireless - AT&T Small Cell EUG02_004 / 16450-004 The Advanced Engineering Fee has been received. Site EUG02_004H will require a SUB easement on the property to install Electric Facilities. There is insufficient Right -of - Way to accommodate a junction box (2.5'x 2.5'). See attached for a potential power path. This path is the easiest given that an easement will be needed on the property. Regards, Dan Norland Electric Engineering Technician Springfield Utility Board 541.744.3784 (Office) 541.735.0377 (Cell) From: Chris Briley <cbrilev@15IP.Com> Sent: Thursday, August 19,20218:49 AM To: NORLAND Dan <dann@subutil.com> Cc: Martha Miller <mmiller@J5I P.Com>; Devin Taylor <dtavlorPJSIP.Com>; Andrew Mishler <amishlerC115I P.Com> Subject: RE: Application for Wireless - AT&T Small Cell EUG02_004 / 16450-004 Dan, Checking in to see if you have received the AE fee and the status of the final power design. Thanks Chris Briley Construction Manager $ Mobile: 971-275-5275 ®cbrileytiM 5ip.com From: Chris Briley Sent: Friday, July 16, 20211:28 PM To: NORLAND Dan <dannPsubutil.com> Cc: Martha Miller <mmiller@151 P.Com>; Devin Taylor <dtavlorC1J51P.Com>; Andrew Mishler <amishler@151 P.Com> Subject: RE: Application for Wireless - AT&T Small Cell EUG02_004 / 16450-004 Dan, Please see attached for the requested documents. $500 AE fee will be sent. Thanks Chris Briley Construction Manager $ Mobile: 971-275-5275 ®cbrileytiM 5ip.com From: NORLAND Dan <dann@subutil.com> Sent: Friday, July 16, 20218:54 AM To: Chris Briley <cbrilevPJ51P.Com> Cc: Martha Miller<mmiller@J51P.Com> Subject: RE: Application for Wireless - AT&T Small Cell EUG02_004 / 16450-004 Please send the Commercial Service Request Form (attached) and include any drawings in the submittal. Please remit a $500 Advance Engineering Fee which serves as a non-refundable deposit and is applied as a credit to the final cost as long as a Construction Agreement and final cost estimate are paid within 90 days of the cost estimate letter. The completed form and drawings can be sent by email directly to me. SUB accepts check or money order for the $500 Advance Engineering Fee. This can be mailed to: Springfield Utility Board 1001 Main Street Springfield, OR 97477 Regards, Dan Norland Electric Engineering Technician Springfield Utility Board 541.744.3784 (Office) 541.735.0377 (Cell) From: Chris Briley <cbrilev4aJ51P.Com> Sent: Friday, July 9, 202111:55 AM To: NORLAND Dan <dann@subutil.com> Subject: Application for Wireless -AT&T Small Cell EUG02_004 / 16450-004 Dan, I would like to apply for power on the following site. See attached for the CD's. Let me know what else I might to provide to get this application going. PACE SRe ID is Project SLIP ID Project NODE County La[ Long Address ID Contig 160 514th st CRAN_RWOR_EUG02_0O4 P-042818 16450-064 CRAN MICRO Lane 44.04494 -123.00567 Springfield, OR 97477 Thanks Chris Briley Construction Manager $ Mobile: 971-275-5275 ®cbrileytM 5io.com ■ i - s Repair Center Qr P. 1295 Grocery Violet .� VIs_ / 1 '� `L�.• � 1�, _ ISI t i AT&T Radio Frequency Safety Survey Report Prediction (RFSSRP) Site Name: CRAN_RWOR_EUG02_004 M-RFSC Name: Piero Rovani FA#: 14810867 Site Structure Type: Utility Pole USID: 192388 PACE#: MRWOR030290, MRWOR049812 Site ID: 16450-004H Prepared For: AT&T Mobility, LLC Address: 160S 14th Street c/o J5 Infrastructure Partners Springfield, Oregon 97477 2030 Main Street, Suite 200 County: Lane Irvine, CA 92614 Latitude: 44.04493983 Longitude: -123.00566983 EBI Project Number: 6221004653 Report Information: Report Writer: David Keirstead Report Date: August 20, 2021 CDs: ATT— 16450-004_100%CD REV 0_2021-08-09 (S&S) 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 I engineering I duediligence AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY Site USID: 192388 I 2.0 SIGNAGE AND MITIGATION PLAN........................................................................................3 3.0 ANTENNA INVENTORY..........................................................................................................4 4.0 WORST-CASE PREDICTIVE MODELING.................................................................................6 5.0 COMPLIANCE SUMMARY..................................................................................................... 12 6.0 APPENDICES........................................................................................................................ 13 APPENDIXA: FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS ................. 14 APPENDIX EI: AT&T RF EXPOSURE POLICY REQUIREMENTS.................................................. 17 APPENDIX C: AT&T SIGNAGE AND MITIGATION.................................................................... 18 APPENDIX D: LIMITATIONS...................................................................................................... 19 APPENDIXE: RoofMasterT".................................................................................................... 20 APPENDIX F: CERTIFICATIONS................................................................................................ 21 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 1.0 EXECUTIVE SUMMARY Site USID: 192388 EnviroBusiness Inc. (dba EBI Consulting) has been contracted by AT&T Mobility, LLC to conduct radio frequency electromagnetic (RF-EME) modeling for AT&T Site 16450-004H located at 160 S 14th Street in Springfield, 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 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. 1.1 SITE SUMMARY 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 Blue 7 by 7 inch NOTICE signs on opposite sides of the utility pole, 3 feet below the bottom of the antenna Signs should denote a stay -back distance of 4 feet from the face of the antenna. Signage at AT&T Mobility Sectors: o A: N/A Barriers at AT&T Mobility Sectors: o A: N/A AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 2 Predictive Modeling Results: The maximum predictive power density generated by the antennas is approximately 0.45 percent of the FCC's general public limit (0.09 percent of the FCC's occupational limit) at the utility line level. It should be noted that percentage of MPE is based on spatially -averaged power densities over a height of six feet, with the height of the utility line being centered within that spatial range. At the antenna face level, the maximum predictive power density generated by the antennas is approximately 187.72 percent of the FCC's general public limit (37.544 percent of the FCC's occupational limit). At ground level, the maximum predictive power density generated by the antennas is approximately 0.04 percent of the FCC's general public limit (0.008 percent of the FCC's occupational limit). AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 3 2.0 SIGNAGE AND MITIGATION PLAN Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 3.0 ANTENNA INVENTORY Site USI D: 192388 4 Note there is I AT&T pseudo -omni antenna athis 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 underwritten agreement. © 2021 AT&T Intellectual property. All rights reserved. m m i A u e a e9C ai =b n p G w9 SF ar E p p Q 6 L C L Y y E_ L L N W u p?^ L V L 9 22 o m m 3 g w F- 0 J Q�c I ATT G TRONICS GQ2412-W 13 MDT 1900 1900 0 0 169 2.0 5 4 623 70.80 11611 I ATT G TRONICS GQ2412-W 13 MDT 2100 2100 0 0 130 2.0 5 4 667 7&35 12&49 Note there is I AT&T pseudo -omni antenna athis 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 underwritten agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 Site USI D: 192388 5 AT&T proprietary (Internal use only). Not(or use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Antenna Radiation Z -Height Utility Z -Height Ant # NAMEX Y Centerline Line Ground ATT 34.9 27.6 35.0 10.5 34.0 AT&T proprietary (Internal use only). Not(or use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 6 4.0 WORST-CASE PREDICTIVE MODELING In accordance with AT&T's RF Exposure policy, EBI performed theoretical modeling using RoofMasterT. 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 occupationallcontrolled exposure limits outlined in OET Bulletin 65. The assumptions used in the modeling are based upon 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 4 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 2 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, the maximum power density generated by the AT&T antennas is approximately 0.45 percent of the FCC's general public limit (0.09 percent of the FCC's occupational limit). The composite exposure level from all carriers on this site is approximately 0.45 percent of the FCC's general public limit (0.09 percent of the FCC's occupational limit) at the nearest walking/working surface to each antenna. It should be noted that percentage of MPE is based on spatially -averaged power densities over a height of six feet, with the height of the utility line being centered within that spatial range. 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 0.04 percent of the FCC's general public limit (0.008 percent of the FCC's occupational limit). Microwave dish antennas 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. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 Elevation View Site USID: 192388 7 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. 4' 2 2' v unury unle-z2e a»_II � —a Percent APE legentl ❑ ■ ioox-mox r,s% ■eooz-"i ■ eoov. Generzl Poonlaoon LimitsS1 W VeNcal eaoueo �ve�=o i e mm gaasar ,_- Mld2one Avg Carrier Color Coda AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAW RWOR_EUG02_004 Site FA 14810867 Utility Line Level Site USID: 192388 8 Note: Graphical representation of MPE is based on spatially -averaged power densities over a height of six feet, with the height of the utility line being centered within that spatial range. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ® 2021 AT&T Intellectual property. All rights reserved. dEraNtE OTIIJjYUNl JI m PemenI MH Lzgend ❑ oe-ioo e: iooz eooz ❑ 5Do> woor< ■ mov. nL'vnas Gen—iPul' Sul'9 ID lootgdd (Avg : ID510 26 5 FeeQ CaniG Oolo, Gde aatlONe LEVEL - r' ® q Note: Graphical representation of MPE is based on spatially -averaged power densities over a height of six feet, with the height of the utility line being centered within that spatial range. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ® 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAW RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 9 Antenna Face Level I ❑ dxraNteNN. NDTYl1NE-;35' JI m Pe,—t MH Lzg nd ❑ 'R e: 10N°. 500°u ❑ 5➢N'. 5➢NN ■ mov. Gen�aiP�cvnas Sula9 ID I®tgi�d F 1Avg 31 N38 Feed CaniG C.1b, C.& EI - AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 10 Ground Level 0 feet AGL AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. �- AUT oNHNN I f UTIUTY UNE —E35 f PemenI APE Loal ❑ OC-TOOZ, 100'/e-500% ❑500: 5000:. ■ noGV Geneial Po"S", Gmi" 9u1a9 101m,gddsee ins o lo 6 Fray Carder Color Code GROUND LEVEL =O ITT AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 1481086711 Site USID: 192388 AT&T Contribution of More Than 5% of the FCC's General Ex osure RF Limit 0 i al ATT ANT ENN. UtwrvuNE=;3a I F Percent MPE Legend ❑ v- e s lP. Limits GaneeiSol 9' 10 ,"9 dAl Ot. 4,Um EEeea Carrier mini Code G FOUND LEVEL - Y 0 Arr Note that the areas shown in purple are where AT&T antennas comribute more than 5% of the FCC's general exposure RF limit. These do not overlap any areas in from of other carrier antennas exceeding the FCC's general exposure RF limit because there are no other carriers as shown in Figure I. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ® 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 12 5.0 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 Blue 7 by 7 inch NOTICE signs on opposite sides of the utility pole, 3 feet below the bottom of the antenna Signs should denote a stay -back distance of 4 feet from the face of the antenna. AT&T Mobility Sectors: o Sector A: No Action Required AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 6.0 APPENDICES Site USID: 192388 13 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 Appendix A: FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS Site USID: 192388 14 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 ANSIIIEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupationallcontrolled exposure limits (for workers) and general publicluncontrolled exposure limits for members of the general public. Occupationallcontrolled 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 publicluncontrolled 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. Generol publicluncontrolled 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. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 Site USID: 192388 IS Table I: Limits for Mazimum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range (MHz) Electric Field Strength (E) /m Magnetic Field Strength (H) Alm Power Density (S) (mW/cm') Averaging Time [E]z, [H a or S minutes 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f 900/ * 6 30-300 61.4 0.163 1.0 6 300-1,500 WOO 6 1,500-100,000 (8) Limits for General PubliclUncontrolled Exposure 5 6 Frequency Range (MHz) Electric Field Strength (E) /m Magnetic Field Strength (H) Alm Power Dnsity (S) (mWe/cm') Averaging Time [E]', [H]', or S minutes 0.3-1.34 614 1.63 (100)* 30 1.34-30 8248 2.19/f 180/f * 30 30-300 27.5 0.073 0.2 30 300-1,500 f/1,500 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) Pfane-wave Equivaient Power Density GcurpatonaUCenballed Exposure ---- General PopWatien/Unc hW1c I Exposure 0.11 i i I I 1 1 I I I 1 0.03 a3 1 3 30 300 3,000 30,000 1300,000 1.34 1,600 f 00,000 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. ® 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 16 Personal Wireless Service Approximate Frequency Occupational MPE public MPE Microwave (Point -to -Point) 5,000 - 80,000 MHz 5.00 mW/cm' 1.00 mW/cm' Broadband Radio (BRS) 2,600 MHz 5.00 mW/cm' 1.00 mW/cm' Wireless Communication (WCS) 2,300 MHz 5.00 mW/cm' 1.00 mW/cm' Advanced Wireless (AWS) 2,100 MHz 5.00 mW/cm' 1.00 mW/cm' Personal Communication (PCS) 1,950 MHz 5.00 mW/cm' 1.00 mW/cm' Cellular Telephone 870 MHz 2.90 mW/cm' 0.58 mW/cm' Specialized Mobile Radio (SMR) 855 MHz 2.85 mW/cm' 0.57 mW/cm' Long Term Evolution (LTE) 700 MHz 2.33 mW/cm' 0.47 mW/cm' Most Restrictive Frequency Range 30-300 MHz 1.00 mW/cm' 0.20 mW/cm' 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. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 17 Appendix B: AT&T RF EXPOSURE POLICY REQUIREMENTS AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document, dated May 27, 2015, requires that I. 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. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 18 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 orior to entering the affected area. The table below presents the signs that may be used for AT&T installations. CRAN I HETNET Small Cell Decals I Signs ® I STONEHOUSE si.n.,ay.uxua arur.n AA.etluaecs .apAa,a n,nn.l.. s.•u+r.n�•a. NOTICE 9uy.u•..1 . fiW m stlu.rlsA DECAL blaT BW °pYwaYV1,MWptlyell A.aatA.,e3. in x aiaiupnlw aM,nnaa al lnb a,ruA, NY ana ealnlYw all TRILINGUAL fnntnalnwflul bn •NOTICE 2 NOTICE .-1.1 aaa.n.n„r... STONEHOUSE NOTICE SIGN .,mm,n. 1..,. .1 coM.n nTc. mw.:aeaexz.At.° °u°O ui°Poulmamm+.a.a�alY LI uaTavu9l° A CAUTION A STONEHOUSE Ili Bmra,..limn nY 1p1, mlenm maY vtrcJ Ipo FCC's Atapan°nal a.°°:„re nma:. CAUTION aur a, w:, , L.nway o -nm m.am.nA' DECAL Q 1 AT&T a100o 30.2821, opllon 911mn 3, for lltlptl yep A.a att... MNn 1 1-1. A CAUTION a a °w °""°°" STONEHOUSE .I':�"'a.,lm.,m.a""""°" CAUTION .Y nom n,.l.—,..1 SIGN p9. CAUTION 2— an�o d�MF M�TNry<omaar ROOFTOP rapnn °1n � (CAUTION C.IIBN V&0 ACAUTI S Alerting Signs ® I (m TRILINGUAL •NOTICE 2 NOTICE CAUTION 2— CAUTION 2A ROOFTOP (CAUTION ACAUTI S �n,A....YY..Y -X CAUTION 2B - CAUTION 2C TOWER -PARAPETS 4-i gAaYM1 r �i�n,, YAW IY -d.v.. WARNING IB WARNING 2A AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 Appendix D: LIMITATIONS Site USID: 192388 19 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 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. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 Appendix E: RoofMasterTM Site USID: 192388 20 RoofMasterT. 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), RoofMasterT. 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. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site FA 14810867 Appendix F: CERTIFICATIONS Site USID: 192388 21 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_EUG02_004 Site USID: 192388 Site FA 14810867 22 Preparer Certification 1, David Keirstead, 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 on the procedures outlined in AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document (dated October 28, 2014) and on RF-EME modeling using RoofMasterT. modeling software. • I have reviewed the data 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. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. © 2021 AT&T Intellectual property. All rights reserved. The comparative LTE: RSRP coverage map over the focus zone is provided below as an illustration. All the other coverage maps (115110, dominance, etc.) are directly viewable in Atoll (with more detail) or can be provided as snapshot similar to the illustration below upon request. Ire RsRP IaBmh L eest RR SRP IRS. EPR9 level l46m1»s 9 e5I RS RP IRS EPRQ level 48m1,-11 9e5I RSRP IRS EPREI level I4BM i=-1.1 9e50 RSR P SRP IRS EPREI level I4BM i=-115 9'5t .RPIRS EPR El level I4BM i=-1. --I- 9) 2019 ©2019 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 Intellectual Property and/or AT&T affiliated companies. All other marks are the property of their respective owners. `� IV AT&T t- at&t CRAN_RWOR_EUG02_004 16450-004H AUGUST 16TH, 2021 'S INFRASTRUCTURE PAGE 1 Disclaimer'. These photographic simulations have been provided to aid in visualizing how the proposed wireless telecommunications facility shown herein would appear if constructed. While these renderings are not an exact science, they have been prepared diligently to accurately reflect dimensions, scale, depth, coloring, texture, and other important elements in the pmposetl design insofar as the digital medium allows. Taken together with the engineehng drawings and other materials submitted with the application, they are fair and reasonable visual depictions of how the proposed site would appear. SHEET:I DESCRIPTION: T1 TITLE SHEET TC1 VEHICULAR TRAFFIC CONTROL PLAN TC2 PEDESTRIAN WORK SAFETY PLAN TEMPORARY TRAFFIC CONTROL PLAN (TTCP) SITE NAME: SITE ADDRESS: PROJECT CONTACTS AT&T CONSTRUCTION MANAGER: CONTACT: CHARLIE PITT EMAIL: cp1261Qatt.com PH: 971-295-6924 AT&T PROJECT MANAGER: CONTACT: WENDY LONG EMAIL: wl729kQatt.com PH: (206) 321-1116 TRAFFIC CONTROL GENERAL NOTES 1. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE, LAYOUTS AND PROCEDURES SHALL COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, WHICHEVER IS MORE STRINGENT. 2. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE. 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. 4. SELECTION, PLACEMENT, MAINTENANCE, AND PROTECTION OF TRAFFIC, PEDESTRIANS, AND WORKERS SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - PART VI "TEMPORARY TRAFFIC CONTROL", AND LOCAL JURISDICTIONAL REQUIREMENTS UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS AND SHALL BE APPROVED BY THE APPROPRIATE HIGHWAY AUTHORITY HAVING JURISDICTION. 5. ADVANCE WARNING SIGNS, DISTANCES, AND TAPER LENGTHS MAY BE EXTENDED TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL AND VERTICAL CURVATURE OF THE ROADWAY AND FOR ACTUAL TRAFFIC SPEEDS IF IN EXCESS OF POSTED SPEED LIMITS. 6. TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR TOTAL LENGTH 7. CONFLICTING OR NON-OPERATING SIGNAL INDICATIONS ON THE (E) TRAFFIC SIGNAL SYSTEM SHALL BE BAGGED OR COVERED. 8. ALL (E) ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE PAVEMENT REFLECTORS WHICH CONFLICT WITH THE (N) TRAFFIC CONTROL PLAN SHALL BE COVERED, REMOVED, OR RELOCATED. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO MATCH PRE -CONSTRUCTION CONDITION AFTER COMPLETION OF WORK. 9. CONSTRUCTION ZONE SPEED LIMIT IF REDUCED FROM POSTED LIMITS SHALL BE IN ACCORDANCE WITH MUTCD AND WILL BE DETERMINED BY THE AUTHORITY HAVING JURISDICTION. 10. TAPER LENGTHS ARE CALCULATED AS FOLLOWS: L= WS2/60 (40 MPH AND HIGHER) OR L2 = WS (OVER 40 MPH), WHERE W =OFFSET WIDTH (FT), S =TRAFFIC SPEED (MPH). A&E MANAGER: J5 INFRASTRUCTURE PARTNERS CONTACT: JOSH MALBERG EMAIL: jmalbergQj5ip.com PH: (208) 316-1897 PROJECT MANAGER: J5 INFRASTRUCTURE PARTNERS CONTACT: MARTHA MILLER EMAIL: mmillerQj5ip.com PH: (510) 325-3362 11. THE SPACING BETWEEN CONES, TUBULAR MARKERS, VERTICAL PANELS, DRUMS, AND BARRICADES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL TO 1.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TAPER CHANNELIZATION, AND A DISTANCE IF FEET EQUAL TO 2.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION. 12. WHERE DICTATED BY LOCAL CONDITIONS, THE CONTRACTOR SHALL MAKE PROVISIONS FOR MAINTAINING PEDESTRIAN AND WORKER CROSSING LOCATIONS IN ACCORDANCE WITH ALL APPLICABLE CODES AND OSHA REQUIREMENTS. 13. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HAVING HIGHWAY JURISDICTION AND PROVIDE ADDITIONAL "FLAGMEN" OR POLICE SUPERVISION, IF REQUIRED. 14. ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY SHALL BE BACKFILLED AND PLACED ON A MINIMUM 6H:1 V SLOPE WITHIN THE CLEAR ZONE ARE TO BE EITHER BACKFILLED OR PRECAST CONCRETE CURB BARRIER CONSTRUCTION BARRIER SET TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEDESTRIAN TRAFFIC. 15. CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION PROVIDED THEY COMPLY WITH MUTCD. 16. THERE SHALL BE NO WORKERS, EQUIPMENT, OR OTHER VEHICLES IN THE BUFFER SPACE OR THE ROLL AHEAD SPACE. 17. DRIVEWAYS AND/OR SIDE STREETS ENTERING THE ROADWAY AFTER THE FIRST ADVANCE WARNING SIGN SHALL BE PROVIDED WITH AT LEAST ONE ROAD WORK AHEAD SIGN AS A MINIMUM. 18. WHEN CHANNELIZATION DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR TRAFFIC OUT OF THE INTENDED VEHICULAR TRAFFIC SPACE, THE CHANNELIZATION DEVICES SHOULD BE EXTENDED A DISTANCE IN FEET OF 2.0 TIMES THE SPEED LIMIT IN MPH BEYOND THE DOWNSTREAM END OF THE TRANSITION AREA. CRAN_RWOR_E0002_004 160 S 14TH STREET SPRINGFIELD, OR 97477 V �� t�iiar<i u C Si LOCATION MAP C si c s, C St CNC Product Distributors Trinity Baptist Church 10 1 Hope Lutheran Church nSl n6t BSl nal 0 S a 15 z United Pentecostal Church 3 Spring Gale A Sf A 9T A $t *S S v� Regency Inn p Springfield f Spas & Tanning Alpine Import Valva Service r_. Spring -t pane Mobile Home Village Oregon Vape Society, CBD (Sprrngfleld) VMporum Mow (17 -Eleven oeln I 'P JTat�eoua • err19 Twisted River Saloon fahewl Mr. Nice Guy - Springfield Te I>0,80y closed g 16 I� ® Main St a 9 „zi &y WW NOT Services The Human Bean I EI Trenecllo Midnight Melts Main St, SpringfieldSSe,,e's Breakfast & More r w°6Wt wi,vw, by Monica, LLC 7 �y Rev: T1 7 Exclusively Adult Springfield M®bile Grocery Outlet Are Buyers Home Park of Springfield PAN" sf ,AA Joey's Pizza ti✓Star Rentals rntu: Woodworkers SAST LocaIW244_ 9 O w Painting rzom Springfield Rentals wiry General Trailer Pails P sfn � ® 1 Car Wash River Roofing 4; sost 1`P t e arh Kalb, Rd sns, Springfield station TA taut 9 Hyland Acceptance Smith Sheet Metal Quiroz's laquena T o4 tKua Springfield Inn 52 0 & E At rTOBODv Y L AND TOWING a 8 SASt Atte. Se N rN W T NORTH PREPARED FOR: 16331 NE 72ND WAY REDMOND WA 96052 PLANS PREPARED BY: r* INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 lognommog Sheet Title: TITLE SHEET AI ddress: IN THE PUBLIC R.O.W. 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheel Number: Rev: T1 1 of 3 Sheet Title: TITLE SHEET AI ddress: IN THE PUBLIC R.O.W. 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheel Number: Rev: T1 1 of 3 SIGN SPACING AND BUFFER LENGTHS (LENGTHS IN FEET) (OTTCH-v201 1) POSTED SPEED SPACING BETWEEN SIGNS 'BUFFER" LENGTH A B C 20 100 100 100 50 25 75 30 100 35 350 350 350 125 40 150 45 500 500 500 180 50 210 55 250 60 700 700 700 285 65 325 70 365 WORK HOURS: 9AM-5PM M -F -NOTIFY AFFECTED PROPERTY OWNERS AT LEAST 5 DAYS PRIOR TO IMPLEMENTING THIS PLAN & KEEP RECORD OF COMMUNICATION WITH THEM TAKEN FROM: OTTCH-v2011 DIAGRAM 430 TRAFFIC CONTROL LEGEND LANE INDICATOR SPEED UMIT 40 ROAD SPEED ® BARRIER WORK AREA TRAFFIC SIGNAL "° ROAD TRAFFIC WORK CONTROL AHEAD SIGN V TRAFFIC SIGN T SIDEWALK S AST. 35 SIDEWALK NORTH VEHICULAR TRAFFIC CONTROL PLAN 30'-0" 0 30'-0" 18' 6' SCALE: 1" = 30'-0" 16331 NE 72ND WAY REDMOND WA 96052 PREPARED BY: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 1,00800000 1 Sheet Title: VEHICULAR TRAFFIC CONTROL PLAN rAddress IN THE PUBLIC R.O.W. 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Number: Rev: TC1 0 2 of 3 NOTE: MAINTAIN S PEDESTRIAN WALKWAY AT ALL TIMES & PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THEW OR KAREA DURING ALL WORK HOURS. WORK HOURS: 9AM-5PM M -F -NOTIFY AFFECTED PROPERTY OWNERS AT LEAST 5 DAYS PRIOR TO IMPLEMENTING THIS PLAN & KEEP RECORD OF COMMUNICATION WITH THEM TRAFFIC CONTROL LEGEND LANE INDICATOR Z40 ROAD SPEED ® BARRIER TRAFFIC SIGNAL TRAFFIC WDRK CONTROL AHEAD SIGN V TRAFFIC SIGN SIDEWALK MAIN STREET 30 SIDEWALK CLOSE AHEAD CROSS HERE R9 -11A 24x18 TYPE "W1" (MOUNT ON B(I 2402 TYPE "W1" (MOUNT ON B(II)LR) (2 READ.) SIDEWALK CLOSED R9-9 24x18 TYPE "W1" (MOUNT ON B(II)L) CROSS HERE SIDEWALK S A ST. 35 PEDESTRIAN WORK SAFETY PLAN SCALE 1" = 30'-0" PREPARED FOR: 16331 NE 72ND WAY REDMOND WA 96052 PREPARED BY: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 Sheet Title: PEDESTRIAN WORK SAFETY PLAN rAddress IN THE PUBLIC R.O.W. 160 S 14TH STREET SPRINGFIELD, OR 97477 Sheet Number: Rev: TC2 0 3 of 3 '5 INFRASTRUCTURE August 2, 2021 AT&T RE: Site Name: CRAN_RWOREUG02-004H Pole: New 36'-0" A. L._ G Wood Pole SCIP ID#: 16450-004H Site Address: 160 S 14th Street Springfield, OR 97477 County: Lane County Jurisdiction: City of Springfield Project Description: Structural Analysis for a Wood Pole Replacementwith a maximum allowable height increase up to -36-0" A.G.L. To Whom It May Concern: We were commissioned by AT&T's to perform a structural analysis of the above referenced project for AT&T's proposed appurtenance implementations. The intent of our analysis is to determine a wood pole replacement for the existing 24'-10" wood pole, No. A0356801, located at 160 S 14th Street, Springfield, OR capable of supporting AT&T's proposed appurtenance implementations. Our structural analysis was performed based on the requirements set forth by the National Electrical Safety Code (NESC 2017). The maximum anticipated pole stress usage is expressed as a percentage of overall capacity as a result of the associated NESC Rule 2508 Construction Grade C. For pole structural analysis, referto O -Calc Pro Analysis Report. It should be noted that the structural analysis is limited to computer assisted structural analysis and theorical capacity of the pole. If the pole is of lower material grade than the assumed material strength used in the analysis, additional capacity may not exist. As such, J5 Infrastructure Partners will be notified in which a revised structural analysis will be required. Proposed New -36-0" AGL Pole Replacement Length of Pole: 45 ft. Pole Class: 1 Min. Embedment: 9'-0" Wood Species (Fiber Strength): Douglas -Fir (8000 psi) AT&T Proposed powerline at 23'-6" (assumed for the purposed of this analysis) Existing Communication/ Cable Lines: At 22-6" (Assumed for the purpose of this structural analysis) AT&T Proposed Fiber Line: At 21'-6" (Assumed for the purpose of this structural analysis) Sidewalk Guy System: at 22-0", All down guys are EHS 3/8 Min. (12" Expanding Anchor in Soil Class 3) (Assumed for the purpose of this structural analysis) J5INPRASTRUCTURE PARTNERS 2030 Main Street, Suite 200,1.ne, CA 92614 (949) 247-7767 A@ querque, NM o Base, ID o EI Pew, T o Las Vegas, NV o Denver, CO • Irvine, CA Page 1 of 2 Stress Usage: Pole = 78% Guy System: Adequate Due to limited data, J5 Infrastructure Partners made certain assumptions regarding our evaluation. The new pole replacement and embedment are presumed to be properly installed in accordance with all applicable codes. All mounted antenna mounts, and relevant equipment are presumed to be properly fastened and in good reliable structural condition throughout the lifetime of the pole. Should any structural elements be deemed to be altered, J5 infrastructure Partners shall not be held liable for any structural deficiencies. Based on our findings, the existing 24'-10" wood pole, No. A0356801, located at 160 S 14th Street, Springfield, OR can be replaced with a new 45' -Class 1 wood pole w/ 9'-0" min. embedment as per ANSI or equivalent. If you have any questions, please do not hesitate to contact us at (949) 247-7767. J5 Infrastructure Partners, Prepared By: Reviewed By: t PRv HEFR919E FS vr�x c�` . IRES 7 Shoal Danh Ho, E.I.T µ� Engineer -in -Training James Chung, P.E. Engineering Manager J5 INFRASTRUCTURE PARTNERS 2030 Main Street, Suite 200,11 CA 92814 (949) 247-7787 A@uquenque, NM . BaEe, ID . EI Paw, T . Las Vegas, NV . Der CO . Irvine, CA Page 2 of 2 Pole ID:Pde A0356801yplx Qc remea).pplx O-Calc®Pro Standard Report Monday, August 2, 202111:50 AM Pole Num: A0356801 Pole Length / Class: 4511 Code: NESC Structure Type: Guyed Tangent Aux Data 1 AT&T Species: DOUGLAS FIR NESC Rule: Rule 2506 Status Guy Wires Adequate Aux Data 2CRAN_RVYOR_EUG02_004H 10.0 Setting Depth (ft): 9.00 Construction Grade: C Pole Strength Factor: 0.85 Aux Data 3 160 S 14th Street G/L Circumference (in): 41.77 Loading District: Medium Transverse Wnd LF: 1.75 Aux Data 4 Springfield G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.25 Wre Tension LF: 1.30 Aux Data 5 OR 97477 Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90 Aux Data 6 LANE COUNTY Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 0.000000 Deg Longitude: 0.000000 Deg Elevation: 0 Feet Pole Moments (ft -Ib) Load From Worst Wnd Angle on Load Angle Wind Angle Pole Capacity Utilization (%) Lead Length (ft) Height Wind Angle Max Cap Util 99,723 (ft) (deg) Maximum 77.5 0.0 10.0 Groundline 77.5 0.0 10.0 Vertical 2.3 20.5 90.0 Pole Moments (ft -Ib) Load From Worst Wnd Angle on Load Angle Wind Angle Description Lead Length (ft) (deg) (deg) Max Cap Util 99,723 16.9 10.0 Groundline 99,723 16.9 10.0 GL Allowable 130,752 12.8 10.0 EHS 3/8 (Sidewalk) Guy System Component Summary Load From Worst Wnd Angle on Pole Description Lead Length (ft) Lead Angle Height Nominal Wnd Angle (deg) (ft) Capacity (%) (deg) Expanding - 12"- Soil Class 3 9.0 270.0 12.8 10.0 EHS 3/8 (Sidewalk) 22.0 37.1 10.0 Sidewalk Strut 9.0 270.0 8.6 95.5 10.0 System Capacity Summary: Near Capacity UserDanhHo AzureAD OCP 5.03 ' hdudes Load Faola(s) Page 1 a4 'Wast Wnd PerGuy Wre 'Wnd At 100 Pole ID:Pde_A0356801_pplx (jcreme)pplx O-Calc®Pro Standard Report Monday, August 2, 202111:50 AM Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 16.9° Height Hmiz. Cable Sag at Cable Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pole (k) Load- Load Moment Moment Capacity Stress Load Stress Stress Capacity Mame (Ibs) M (ft -Ib) M M (+/-psi) (Ibs) (psi) (psi) M Powers 316 6.1 7,167 7.2 5.5 387 76 1 388 5.7 Comms 4,365 84.1 93,905 94.2 71.8 5,075 1,252 9 5,084 74.8 GuyBraces 97 1.9 -9,817 -9.8 -7.5 -736 6,428 46 -690 -10.1 GenericEquipments 183 3.5 4,462 4.5 3.4 241 1,246 9 250 3.7 Pole 228 4.4 4,001 4.0 3.1 216 2,723 20 236 3.5 Insulators 0 0.0 5 0.0 0.0 0 28 0 0 0.0 Pole Load 5,190 100.0 99,723 100.0 76.3 5,184 11,754 85 5,269 77.5 Pole Reserve Capacity 33 570 31,029 Cverlashed Bundle 23.7 1,616 7.68 0.3750 1,531 22.5 Detailed Load Comoonents Power Height Hmiz. Cable Sag at Cable Lea&Span Span Hire Tension Tension Oaset Ventl Moment ONalashetl Buntlk 3/8"615 (k) offset DiarrMtM Max Weight Length Angle Length Qhs) Moment* Momene Mame at GL* CATV CAW .50 22.47 (in) (n) Temp (lbs/ft) IS) (deg) (a) (k -b) (ft4b) (ft4b) (ft4b) CATV CAW .50 22.47 7.29 0.5700 k 170.0 0.0 170.1 19 26 45 Secondary DUPLEX 6 A 23.50 7.61 0.5370 2.18 0.071 170.0 0.0 170.0 1,241 36,293 9 61 36,364 Secondary DUPLEX 6 A 23.50 7.61 0.5370 1.11 0.071 85.0 180.0 85.0 990 -28,950 5 30 -28,915 1,298 22,520 CATV CATV .50 22.47 ].3] 0.5700 1.75 Totals: 7,313 14 91 7,449 Comm neignr (ft) (k) nonz. Oaset came Diameter (in) bag 'n Max Temp k cave Weigh (Ibs/a) ceaaspan Length if span Angle (deg) wre Length (a) mnMon Obs) tension Moment* (ft4b) orrser Mome (ft4b) vMrw M.= (ft4b) Mamma at I= (ft4b) ONalashetl Buntlk 3/8"615 22.50 7.88 0.3750 2.28 0.2]3 170.0 0.0 170.1 4,273 119,820 12 49 119,882 CATV CAW .50 22.47 8.07 0.5700 0.96 170.0 0.0 170.1 25 30 55 CATV CAW .50 22.47 7.29 0.5700 0.96 170.0 0.0 170.1 19 26 45 CATV CAW .50 22.42 ].]0 0.5700 2224 170.0 0.0 170.1 22 21 43 C�lashed Bundle 3/8"61S 22.50 7.68 0.3750 5.56 0.2]3 235.0 90.0 235.4 2,498 21,205 17 1,298 22,520 CATV CATV .50 22.47 ].3] 0.5700 1.75 235.0 90.0 235.4 28 570 598 CATV CATV .50 22.46 7.90 0.5700 43.18 235.0 90.0 235.4 33 570 603 Cverlashed Bundle 3/8" 61S 22.50 7.68 0.3750 123 0.2]3 85.0 180.0 85.0 2,304 64,501 6 24 64,471 CATV CAW .50 22.46 7.26 0.5700 026 85.0 180.0 85.0 10 17 27 CATV CATV .50 22.47 7.94 0.5700 5.56 85.0 180.0 85.0 12 10 22 CATV CAW .50 22.42 7.65 0.5700 5.56 85.0 180.0 85.0 it 10 21 Telco TELE 1.0 21.50 7l4 1.0000 322 0.400 170.0 0.0 170.1 2,041 54,803 24 81 54,707 Telco TELE 1.0 21.50 7l4 1.0000 1.63 0.400 85.0 180.0 85.0 1,358 -36,318 12 40 -36,266 Totals: 94,609 231 2,]4] 9],58] Usar DanhHo AaureAD OCP 5.03 -Includes Load Fadorhd Page 2 o14 x Wmsl Wnd Par Guy Wire ' Wrdl At 10" Pole ID:Pde_A0356801_pplx0crevierytil lx O-Calc®Pro Standard Report Monday, August 2, 2D2111:50 AM GenefltEqulpmem Attach Helgnt (k) nanz. Offset in Ortset Angle Rotffie Angle urvt Weigh lbs unt Heigh[ n uin oeptn (in) unt Diamder n unt Length rn Ortset Moment' k -Ib Wind Mortal ft46 momentffi GL' ft -lb) Cylinder Canister Antenna 35.00 23.71 90.0 0.0 30.90 24.50 7.00 - 14.70 - BOB 642 Cylinder Antenna Mount 33.W 23.65 90.0 0.0 10.00 39.00 12.00 - 2.38 - 150 161 Box Stand -Oft 33.50 13.46 90.0 0.0 16.70 4.00 18.00 4.00 -- 10 179 189 Cylinder VConduit 24.50 13.05 0.0 0.0 180.00 2D4.00 12.00 - 4.00 - 965 1,321 Box Gereerk Equipment 21.40 14.25 350.0 0.0 20.Oo 20.00 6.00 12.00 -- 40 366 406 Cylinder Z'Conduit 19.25 12.39 358.0 0.0 23.00 78.00 12.00 - 2.00 - 145 188 Cylinder 2'Conduit 18.50 12.44 2.0 0.0 49.00 W.00 12.00 - 2.00 - 150 200 Box Equipment Enclosure 14.20 21.72 90.0 0.0 300.00 44.00 20.W 21.50 -- 299 967 1,267 Box Enclosure Pole Bracket 14.20 11.72 90.0 0.0 18.20 27.00 6.50 12.50 -- 10 187 196 Box Surge Suppressor 13.00 14.59 88.0 0.0 8.00 10.43 5.58 9.38 6 61 67 Trials: 902 3,735 4,637 Insulator Attach Enrl Neight New Haim Offset Offset Angle Rotate Unit Weight Unit Unit Lail Offset Shear Load Wntl Mortal at (ft) Larl Dia=na (ft) (int (deg) Angle fill Diana (n) Ma==il' (ft) Moms W GL - (in) (%) (Us) (deg) (lbs) (lbs) (deg) (lbs) m Angle ft4o 1114o(ft-lb) (lbs) Bolt Single Bolt 23.50 0.00 00.0 90.0 5.00 3.00 0.00 2 0 2 Bolt Single Brit 22.50 0.00 00.0 90.0 5.00 3.00 0.00 -839 2 0 2 Bolt Single Bolt 21.50 0.00 00.0 90.0 5.00 3.00 0.00 2,891 2 0 2 Totals: 5 0 5 Guy Wire and Brace Attach Enrl Neight LeaLSpmWre Alknvable Percent Lead Angle Inine WeWeight Rest Length Stretch Shear Load I Moment at Height (ft) Larl Dia=na Solid (deg( Angle (lbs/ft) (ft) Length In Guy Di At Report (ft) (t>s) (k) (in) (%) (Us) (deg) (lbs) (lbs) (in) (lbs) EHS 3/8 Sidewalk 22.00 0.00 9.00 0.375 75.00 270.0 55.8 0.2]3 33.50 0.99 Guy Wire and Brace Elastic Rated Guy Alknvable Initial Loaded Maximum Applied Vertical Shear Load Shear Load I Moment at (Loads and Reactions) Modulus Tensile Strength Tenon Tension Tension" Tension' Tension° Load In Guy Di At Report GL' (t>s) (psi) Strength Factor (Us) (Dsl (lbs) (lbs) (lbs) (lbs) fill Angle (ft46) (lbs) (lbs) &IS 3/8 Sidewalk 2.30e+7 15,400 0.90 13,860 700 6,558 5,962 5,138 4,247 2,891 -839 -10,202 Totals: 0.247 2,891 4139 +10,202 Mchor/Rod Load Summary Rad Length Lead Length Leatl Angle Strengthof AnchanSad Alknvabb Max Laraf Load at Pole Max Required AGL (ft) (deg) Assembly Strength Loatl Obs) MCU' Capaciry'I°/( (in) (lost Factor (t>s) Poet Ecpanding-12"-Sai Class3 0.00 9.00 2]0.0 40,000 1.00 40,000 6,558 5,138 16.4 Lear Carl Azurei OCP 5.03 -htludes Load Facil Page 3 of 4 c Wast Vbfid Pa Guy Wfire 'Wind Al 10" Pole ID:Pde_A03MM1_ppix Old remeatpplx O -Calc® Pro Standard Report Monday, August 2, 202111:W AM Pole Buckling Buckling Buckling Buckling Buckling Minimum Diameter at Diameter at Modulus of Pole Ice Density Pde Tip Bucklig Bucking Bucking Constant Column SectionSection Buckling Tip GL Elasticity Density Own New Load Load d Load Fa. Height' Height Diameter Diameter at (in) (in) (psi) (Pon (B) Capacity Applied of Safely (ft) M Buckling (in) GL Height New Col. Hgt.) (n) (bs) Olds) 0.71 20.54 33.03 12.41 14.79 5.80 13.30 1.We W.00 57.00 36.00 514,495 5110.37 43.46 User- DanhHo AaureAD OCP 5.03 ' includes Load Fada(s) Page 4 of4 x Wast V&d Per Guy Wre 'Wnd At 10" O -Calc@ Pro Applied Loads Summary Pole Identification: A0356801 Report Created: 8/2/2021 File: Pole A0356801 pplx (ic review).pplx LoadCase NESC 17 (2506) Grade C, Medium (1:0.25in W:4psf) Wind Pressure (psf) 4.00 Wind Angle (degrees) 10 Load Height (R) Force Perpendicular to Wind (lbs) Force Parallel to Wind (lbs) Force Vertical (lbs) 35 0 17.51 58.71 33.5 0 4.51 19 33.5 0.74 5.47 31.73 24.5 0 39.67 342 23.5 43.51 323.89 85.97 22.5 2762.81 3201.61 1070.49 21.5 135.24 878.53 200.54 21.4 3 17.57 38 19.25 0 7.58 43.7 18.5 0 5.83 93.1 14.2 10.59 68.55 570 14.2 2.15 12.98 34.58 13 0.63 4.66 15.2 0 1.46 8.29 10.44 Load Heights '� Attachment Points 40 30 m LL L 20 m S 10 -1 0 -0.5 0.0 0.5 1.0 O -Calc@ Pro Capacity Summary Info Pole Identification: A0356801 Report Created: 8/2/2021 File: Pole_A0356801_pplx (jc review).pplx 7q 77.5 : of Allaxed MCU O-Calc@ Pro Heat Map View Report Created: 8/2/2021 ]I O -Calc@ Pro Schematic View Pole Identification: A0356801 Report Created: 8/2/2021 File: Pole_A0356801_pplx (jc review).pplx r GALTRONICS GQ2412-06613 r Antenna Mount Stand -Off 4" Conduit Secondary 0° 170' 0.537" (DUPLEX 6 AWG) Secondary 180° 85'0.537" (DUPLEX 6 AWG) 5 - 22.5' (270") 3/8" ERS 00 170' Msgr.0.375" 3/8" ERS 900 235' Msgr.0.375" 3/8" ERS 1800 85' Msgr.0.375" EIS 3/8 Sidewalk 22.0 R height Telco 0° 170' 1.000" (TELE 1.0) Telco 180° 85' 1.000" (TELE 1.0) Generic Equipment 2" Conduit 2" Conduit FIGAM Equipment Enclosure Enclosure Pole Bracket Surge Suppressor ►tri CenturyLink- Pole Replacement and Make -Ready Letter of Authorization 8/19/2021 IA6' CenturyLink- CenturyLink is giving New Cingular Wreless (dba AT&T) formal authorization to hire J5 Infrastructure Partners, using a CenturyLink approved contractor, to self -perform pole replacement and all necessary make-ready work on a CenturyLink owned wood -pole located at: Lat/Long: 44.04494, 44.04494 Address: 160S 14TH STREET, SPRINGFIELD, OR 97477 CenturyLink Pole #: A0356801 AT&T Site Identifier: CRAN RWOR_EUG02_004 AT&T SCIP ID #: 16450-004H If you have any questions, please feel free to contact me at the below number. ;Z"and 4, gatmi 8/6/2027 RICHARD J HARMS Lumen/CTL SR. Joint Use Manager 111 A St. Cheney Wa. 9904 Office(509)235-3349 Cell(702)466-9707 ri ch a rd .. h arm s 0 I u m en . c om SCIP ID#: 16450-004 NAD 83 LAT — 44'02'41.77" N (44.04494) LONG — 123'00'20.41" W a I (-123.00567) ELEV = 467.00' NAVD 88 At a d n Hf.=24.8' HT: 22.5' DIA.=0.86' !R. 22.0' ° CENTER OF SUBJECT POLE —SEE DETAIL / %i OI a II N � �¢ a I J LEGEND: POWER POLE >< WATER VALVE GUY ANCHOR ROW ONES SHOWN ARE APPROXIMATE. WED ON GIS DATA, AND !qI A BOUNDARY SOR/EY Dare: 05/26/2021 SHEET K) 4 1 OF 1 A' OID AB58 SW SCROLLS RD, SURE A rrw.eHoneanwn M 25 OR 9]225 nmcananeanan _ H) XO ° m H Z1 fTl o 44 30' TO Q z 60' TO ROW — r CONCRETE a a a° 4 a a ° 4 a ° ° HT.=22.0' HT. 8.6' POLE DETAIL — NOT TO SCALE — REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DECEMBER 30, 2010 ANDREW JOHN PLEFr 78538PLS RENEWS 12/31/22 16450-004 a II ASP ° � I I J LEGEND: POWER POLE >< WATER VALVE GUY ANCHOR ROW ONES SHOWN ARE APPROXIMATE. WED ON GIS DATA, AND !qI A BOUNDARY SOR/EY Dare: 05/26/2021 SHEET 5*Z1• Pmj NO: 2020-177-62 1 OF 1 Pmpamd: L.K.U. AB58 SW SCROLLS RD, SURE A rrw.eHoneanwn 25 OR 9]225 nmcananeanan Scale: 1°=10' 503—MD, 503-30.5-0318 HT.=22.0' HT. 8.6' POLE DETAIL — NOT TO SCALE — REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DECEMBER 30, 2010 ANDREW JOHN PLEFr 78538PLS RENEWS 12/31/22 16450-004