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HomeMy WebLinkAboutApplication APPLICANT 10/15/2021J5 INFRASTRUCTURE 10/14/2021 City of Springfield Development & Public Works Department Attn: Liz Miller 225 5th Street Springfield, OR 97477 VIA EMAIL RE: Request to ConstructSmall Wireless Facility on Replacement Structure Subject to 90 -day Federal Communications Commission ("FCC') Shot Clock Dear Springfield Develop rru�n;& Public Works: A S T R U 1.I T U R E o' 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. Proiect 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. AT&T ID Owner/Pole Type Location Proposed Height EUG02_O11/FA 14824027 Springfield Utility Board -owned wood pole #96024 Yolanda Ave & Coral Dr. 44.07247. - 37'-6" Top of Pole 122.99205 List of Permits/Agreements Requested 15 INFRASTRUCTURE 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 0 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 applications pursuant to the FCC's timelines, or "Shot Clocks," for small wireless facilities, which are outlined in 47 C.F.R. § 1.6003. All authorizations related to facilities to be constructed on a replacement] structure are required to be completed within 90 days after filing, as follows: • This Application was filed on 10/14/2021 • Absent tolling, City of Springfield must take final action by Wednesday, January 12, 2022. If you determine one or more of these applications are incomplete, please notify us by Monday, October 25th, 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, Martha Miller City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 SPi11NOF1 W 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 Cellular Wireless PCS, LLC (AT&T) E-mail:tf408s@att.com Address: 19801 SW 72nd Ave, Tualatin, OR 97062 Phone: 503-312-3400 Applicant's Rep.: Meredith Hewett (Authorization agent) Company: J5 Infrastructure Partners E-mail: mhewett@j5ip.com Address: 6732 SW Terri Ct, Portland, OR, 97225 Property Owner: City of Springfield Phone: 541-744-4061 Company: E-mail: Address: 225 Fifth Street, Springfield, OR 97477 ASSESSOR'S MAP NO: 17032443 TAX LOT NOS :00200 Property Address: Adjacent to 2184 Yolanda Ave, Springfield, OR 97477 Nearest Intersection : Yolanda Ave near Coral Or ROW ® Private Property❑ Description of If you are filling in this form by hand, please attach your proposal description to this application. Pro osa l: Proposed collocation on SUB owned replacement wood pole Existing Use:wood Joint Use 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. Date: 10/14/2021 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. Print re 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 ///�y- qq� Preparation: eu Date: 10/14/2021 P16t 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. Revisec 5121/13 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 51 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. Lr 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 1 541 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_01 1 B PREPARED FOR ` POLE#:96024 ='AT&T SC I P I D#: 18934-01 1 B 19801 TUALAW7 897062. TUALATIN, OR 97062 SITE TYPE: WOOD UTILITY POLE Vendor: ufjS SITE ADDRESS: 2184 YOLANDA AVE. AT&T INFRASTRUCTURE 2030 MAIN ST. - SPRINGFIELD, OR 97477 SUITE 200 IRVINE, CA 92614 - - JS PROJECT ID: P-054467 Vendor: -� COUNTY: LANE COUNTY JURISDICTION: CITY OF SPRINGFIELD SITE INFORMATION VICINITY MAP LOCAL MAP PROJECT DESCRIPTION Vendor: SITE INFORMATION: _ PROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS FACILITY, ON SITE NAME: CRAIN_RWOR_EUG02_01 I B �' ti AN EXISTING UTILITY POLE WITHIN THE PUBLIC RIGHT -OF WAY CONSISTING OF THE SKIP ID # : 18934-011 B custcu Whclesale9 FOLLOWING: LATITUDE: 44°04'20.89"N(44.07247) REMOVAL: LONGITUDE: -122059'31.39"W (-122.99205) SITE ADDRESS: 2184 YOLANDA AVE. £ ` (1) EXISTING WOOD UTILITY POLE SPRINGFIELD, OR 97477 COUNTY: LANE COUNTY Nnrtlr .INSTALLATION: 19 Valley RIYar Center � •• h l PROPOSED AT&T CANISTER ANTENNA DRAWN BY: MDA JURISDICTION: CITY OF SPRINGFIELD •• (1) PROPOSED AT&T ANTENNA MOUNT CHECKED BY: JDM ZONING CLASSIFICATION: LOW DENSITY RESIDENTIALQ CONSTRUCTION TYPE: N/A Skinner \ Butte Park 0172 (v6} .. (1) PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR •• (3) PROPOSED AT&T CONDUITS OCCUPANCY: N/A "' ••(1)PROPOSED AT&T EQUIPMENT ENCLOSURE PROPOSED METER ADJACENT PARCEL#: 17032443-00200 wan ���` Eugene ,-,;,, ` < UEDESTAL .. (1) PROPOSED WOODTILITYPOLE OVERLAY ZONE: NONE SPECIAL AREA SUBZONE: NONE [Y� "'°} Springfield A.D.A COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION Unlverstty U Ive on 9sy y r* POLE OWNER: SPRINGFIELD UTILITY BOARD COLIIUI Hill ADDRESS: 1001 MAIN ST. SPRINGFIELD, OR 97477 i PHONE: (541) 744-3784 APPLICANT/CARRIER: NEW CINGULAR WIRELESS PCS, LLC ('AT&T") ADDRESS: 19801 SW 72ND AVE. Mi Plsgah ' -` - .i TUALATIN, OR 97062 Arboretum Fl; ra. POLE CHANGE CONTACT: TYRELL FINCHER i PHONE: (206) 387-6347 Gpshen REQUIRED 0 09/20/21 100% CDs REV DATE DESCRIPTION Licensor: u u PJB OO RT11 89198PE PROJECT TEAM CODE COMPLIANCE DRIVING DIRECTIONS SHEET INDEX REV. OREGON ENGINEER: SITE ACQUISITION: ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH CURRENT DIRECTIONS FROM PDXAIRPORT: T-1 TITLE SHEET 0 GN -1 GENERAL NOTES 0 ` l��a 9 4y 13,1 J� SFSG� 1 VINN Z0/Z EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. 9 J5 INFRASTRUCTURE PARTNERS J5 INFRASTRUCTURE PARTNERS CONTACT: JAMES CHUNG CONTACT: NATALIE ERLUND 1. HEAD NORTHWEST ON NE AIRPORT WAY (10 FT) A-1 OVERALL SITE PLAN 0 EXPIRES: 12131/21 EMAIL: jchung@J5IP.com EMAIL: nerlund@J5IP.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&TCON$TRUCTION MANAGER: CONSTRUCTION MANAGER: COMMERCIAL ELECTRICAL CODE: 4. SLIGHT LEFT ONTO NE AIRPORT WAY (1.8 MILES) A-3 I LETTER AND SURVEY - A-4 ELEVATIONS 0 i HEREBY CERTIFY THAT THESE PLAINS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISiwAND THAT IAM DmvREGISTERED ENGwEERUNDERmELAWS orme Are IOrORECOEII OREGON ELECTRICAL SPECIALTY CODE (OESC)-2021 5. SLIGHT RIGHT TO MERGE ONTO -205 STOWARD -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 ID: EMAIL: cp]261@att.com CONTACT: DEVIN TAYLOR PH: 971-295-6924 7. TAKE EXIT 21 B TO MERGE ONTO I-84 W (5.4 MILES) D-1 DETAILS 0 PH: (503) 309-1380 TO OBTAIN LOCATION OF PARTICIPANTS • 8. TAKE THE EXIT ON THE LEFT ONTO -5 S TOWARD SALEM (1.5 MILES) D-2 DETAILS 0 UNDERGROUND FACILITIES BEFORE YOU DIG IN OREGON, CALL OREGON 9. KEEP RIGHT TO STAY ON I-5 S, FOLLOW SIGNS FOR SALEM (106 MILES) D-3 DETAILS 0 D-4 DETAILS 0 CRAN_RWOR_EUG02_011 B AT&T RF ENGINEER: ARE MANAGER: UTILITY NOTIFICATION CENTER OO 10. TAKE EXIT 194A TO MERGE ONTO OR -126 E (0.4 MILES) D-5 DETAILS 0 CONTACT: CHRIS OSGOODJS INFRASTRUCTURE PARTNERS TOLL FREE: 1-800-332-2344 OR � 11. KEEP RIGHT TO STAY ON OR -126 E (2.3 MILES) RF -1 RF WARNING SIGNS 0 18934-011 B EMAIL: co3884Qatt.com CONTACT: JOSH MALBERG www.digsafelyoregon.com 12. TAKE THE MOHAWK BLVD EXIT (0.2 MILES) UC -1 UTILITY COORDINATION SITE PLAN 0 EMAIL: jmalberg@j5ip.com PH: (208) 316-1897 OREGON STATUTE Know what's below. REQUIRES MIN OF 2 13. TURN LEFT ONTO MOHAWK BLVD (0.2 MILES) E-1 PLUMBING DIAGRAM & DC POWER SCHEMATIC 0 2j g4 YOLANDA AVE. WORKING DAYS NOTICE 14. CONTINUE ONTO 19TH ST (0.5 MILES) G-1 GROUNDING DETAILS 0 SPRINGFIELD, OR 97477 AT&T PROJECT MANAGER: PROJECT MANAGER: Cal I before you dig. BEFORE YOU EXCAVATE 15. TURN RIGHT ONTO YOLANDA AVE (0.2 MILES) AND THE SITE WILL BE ON YOUR LEFT. G-2 TYPICAL GROUNDING DIAGRAM 0 Sheet Title: CONTACT: WENDY LONG J5 INFRASTRUCTURE PARTNERS CONTACT: MARTHA MILLER LEGAL DESCRIPTION EMAIL: wlong@j5ip.com PH: (206) 321-1116 EMAIL: mmiller@J5IP.com TITLE SHEET 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) SHAL 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), 60OV, 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&Ti 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-054467 Vendor: 0 09/20/21 100% CDs REV DATE DESCRIPTION Lil 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-EUG02-011 B 18934-011B 2184 YOLANDA AVE. 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. N 23RD ST OVERALL SITE PLAN d � �DC,o o O a� r' D 0 0 aMo I (E) TREES (TYP)°1�1 E7 DD o I o 0 0 I b o 0 I 0 a I I ago 0 I I I I I I I I I I I -(E) BUILDING) I � PARCEL# : 1703443-00200 I � I I D CAUTION: (E) OVERHEAD UTILITY LINES o (P) WOOD UTILITY POLE (96024) (P) AT&T CANISTER ANTENNA ON NEW MOUNT 9 0 4600^^0 vo boo q V d b dQ 60�0 d� op d oQ QoL_ I (P) AT&T EQUIPMENT ENCLOSURE 7 0" (E) PROPERTY LINE Q�0 4DDoo ��O dDo<, I (P) AT&T DISCONNECT /SURGESUPPRESSOR a Q o b � �o 0 ITS, - - - A-4 - - - ----— — T d � h -I I — — — — — p � o — T— — 24"x36" SCALE: 1" = 10'-0" 10 5 0 10' 0 09/20/21 100% CDs DATE DESCRIPTION REV PREPARED FOR D° Mp o AT&T Obo P d 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: '5 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-054467 Vendor: V) M N D CAUTION: (E) OVERHEAD UTILITY LINES o (P) WOOD UTILITY POLE (96024) (P) AT&T CANISTER ANTENNA ON NEW MOUNT 9 0 4600^^0 vo boo q V d b dQ 60�0 d� op d oQ QoL_ I (P) AT&T EQUIPMENT ENCLOSURE 7 0" (E) PROPERTY LINE Q�0 4DDoo ��O dDo<, I (P) AT&T DISCONNECT /SURGESUPPRESSOR a Q o b � �o 0 ITS, - - - A-4 - - - ----— — T d � h -I I — — — — — p � o — T— — 24"x36" SCALE: 1" = 10'-0" 10 5 0 10' 0 09/20/21 100% CDs DATE DESCRIPTION REV Li, I HEREBY CER1IEY THAT THESE EDAM WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM NLY REGISTERED ENGINEER UNDER THE LAWS OETHE STATE OF OREGON AT&T Site ID: CRAN-RWOR-EUG02-011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: OVERALL SITE PLAN Sheet Number: A-1 1 INFORMATION SHOWN BELOW FOR DEPICTION 4 ��o Qa ° 0 QDo Doo PURPOSES ONLY. ALL DATA GATHERED FROM o O Dip (E) TREES �� d°)ip °� PUBLIC RECORDS AND GENERATED FROM C7 0 EE \ °a 17 Q 00 o O AERIAL IMAGES AND SITE VISITS. INFORMATION O D �� I ( ) \ ^ J� G O Q �o Q a 14 D RVEYOES OANDOSHOULD NOT BE USED FOR NSTITUTE A LEGAL ARY , I L O��Q, a Q 0 SURVEYING OR OTHER RELATED PURPOSES. J 4d I DO M o b Do 0b NOTE: TO DE REMOVED AND DISPOSED OF INA Q b o I D O L7 LEGAL MANNER. o vED I p p I ago I o I I I I \ I \ � I I I I I I f(I f(E) BUILDING E) BUILDING I I PARCEL# : 17032443-00200 I I O�C3 0 0 0 o CAUTION: (E) OVERHEAD UTILITYLINES7 0 oaoQ as pop op N I (E) WOOD UTILITY POLE (96024) o D° Y: 0�4 °Y;1 �C o0 oa o 4 �Qoo (TO BE REPLACED) oA °apo opboQa do �oaoQi O D� Q °Oo �0 o^ (E) PROPERTY LINE r0° QUO d Doo r0° Quo foo I o°,r a Q DQ p o p o0 d O o O 0 —o d p � -- p --o -- p a 2 p 0 A4 o a e o N 23RD ST. —b 0 q � pCJ 0 op °d U�6oa, 0o b°oQa Qa e0 ��o poo pQ p4 p e. 6 Deo �oa oQ ao e p o� a DpoO 1 I I I DEMO SITE PLAN FA H 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-054467 Vendor: L " -O *1 0 09/20/21 100% CDs / REV DATE DESCRIPTION Licensor: 89198PE �r A� ,OREGON,`,. O \ 92j�% 13,1% J� \ EXPIRES:1B1121 \ ' I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE OF OREGON /-- -- --oma° -- -- AT&T Site ID: orb QDe�p CRAN_RWOR_EUG02_011 B o o Q 600 ep Oe Qoa 0 a�D�o 18934-011 B v ° I 2184 YOLANDA AVE. I SPRINGFIELD, OR 97477 24"x36" SCALE: 1" = 10'-0" 10 5 0 10' 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 PLACING NEW POLE. 9. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 10. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO MATCH CURRENT CONDITIONS AND CODE. INFORMATION SHOWN BELOW FOR DEPICTION PURPOSES ONLY. ALL DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM AERIAL IMAGES AND SITE VISITS. BOUNDARIES DEPICTED HEREIN MAY NOT ALIGN WITH ACTUAL LEGAL BOUNDARIES AND SHOULD NOT BE USED FOR SURVEYING OR OTHER RELATED PURPOSES. LIGHT POLE/POWER POLES ARE INTEDED TO BE PLACED IN THE ROW CAUTION (E) OVERHEAD UTILITY LINES PARCEL#: 17032443-00200 vv - ---N23RDST. - ENLARGED SITE PLAN 24"x36" SCALE: 3/8" = 1'-0" 2. 1, 2' I ioRTHI 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-054467 Vendor: Li, I HEREBY CERTIFY THAT THESE EDAM WERE PREPARED BY F/E OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE OF OREGON' AT&T Site ID: CRAN_RWOR_EUG02_011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: SITE PLAN Sheet Number: A-2 PREPARED FOR 1 AXT 19801 SW 72ND AVE. TUALATIN, OR 97062 1A SURVEY CERTIFICATION SLIP ID 1 8934-011 TAXLOT ra DoT NAD 1703244.1-00300 ' 1 7032 4 4 3-002 00 LAT — 44"04 20.89" N Vendor: 7247) 15 INFRASTRUCTURE o (44. It NAYDFNBR1oGEHD! i'' +� LONG — 122'59'31.39' W 2030 MAIN ST. y� x 4 J J ❑ G RA55 (-122.99205) SUITE 200 IRVINE, CA 92614 " LL J w 3ELEV = 461.18' NAVD 88 ICE!Vendor: J5 PROJECT ID: P-054467 N + YOLANDA AyE N .. , Butte `� `� � ri HT. _i.1� — Brid rj Se01 j DIA.=19, o.sn' 29 �. 10rriecyrsoR Vendor: Irving S11T I"h f � � � tQ•.• HT.=28.3' _ — r � _ – 29 A ❑ 4 5 � MARCOLA.RO ,,. t`-✓- - a d � 4 �� MAIA LLTOP 30 2ry9n d Q G �a CONCRE , ❑ TE IiT.=22.6' 5 1 — h, tiI c ❑ ! ~ 'rt e DRAWN BY: MDA 4zr— CHECKED BY: JDM o rMa�c sr CURB ;n m . 2 3HT.=10.9' 0' TO CIL _ i sr i goo-•. ! 60' TO ROW GEOGRAPHIC COORDINATES LATITUDE: 44°04'20.89" N (44.07247) (NAD 83) 4 CENTER OF SUBJECT LONGITUDE: 122°59 31.39 W (-122.99205) (NAD 83) _ ,t POLE —SEE DETAIL - GROUND ELEVATION: 461.18 FEET (NAVD 88) - HEIGHT:— _ _ \ @ TOP OF POLE: 29.17 FEET (AGL) yy�� DIMA. =0.85' 0 YOLANDA A VENUE \ ; 09/20/21 100% CDs DATE OF SURVEY: APRIL 05, 2021 {asr�N,arr) \ REV DATE DESCRIPTION 2000 � loo0 2000 aooa POLE DETAIL R sclP ID#: 18934-811 Licensor: 2184 YOLANDA AVENUE \ SPRINGFIELD, OR 97477 1 INCH = 2000 FEET \ NOT TO SCALE — C.URB � I CERTIFY THAT THE LATITUDE AND THE LONGITUDE SHOWN ABOVE ARE ACCURATE TO WITHIN +15 FEET HORIZONTALLY AND THAT THE SITE REGISTERED ELEVATION 15 ACCURATE TC WITHIN +3 FEET VERTICALLY, WHICH MEETS PROFESSIONAL 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET LAND SURVEYOR 91:003. THE HORIZONTAL DATUM (GEOGRAPHIC COORDINATES) ARE IN Pen LEGEND: DIN..=AB .Im Ah" Pier, US. I HEREBY CERnEY THAT THESE PLANS WERE PREPARED 9Y ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE "' ioee ;A, �m CULYREGISiERECENGIONFORUGG iHEWW3OErHEsrArE REGISTERED EXPRESSED AS DEGREES ( ° ), MINUTES (' ), AND SECONDS ""o�: ( ). TO PROFESSIONAL o Yaacouver. SVH POWER POLE THE NEAREST HUNDREDTH OF A SECOND. THE VERTICAL DATUM LAND SURVEYOR OREGON GUY ANCHOR DECEMBER 310 2010 AT&T Site ID: (ELEVATION AMSL) IS IN TERMS OF THE NORTH AMERICAN VERTICAL �_���e"P�RF�S` °=s&F se ANDREW JOHN PLETT DATUM OF 1988 (NAVD 88). ,7 EnaA"�'�'"'��e anes`O1" ROW LINES SHOWN ARE APPROXIMATE, BASED ON 315 DATA, AND NOT A 13OUNUARY SURVEY 7a338PLS CRAN_RWOR_EUG02_011 B c WA ?n.-t/anmurer, iq npl Date: 04/09/2021 OREGON Date: 04/09/2021 RENEWS 12/31/22 SHEET 18934-011 B ■ SEPViCC=S Proj No: 2020-177-64 DECEMBER 30, S&F Land Sr=rvicr=s Proj No: 202D-177-64 1 OF 1 _ S. A. P. ANDREW JOHN PLETT Prepared: SHEET 78538PL5 Prepared: S.A.P. 4858 SW SCROLLS FERRY RD, SUITE A wwwsFlands.com PORTLAND, OR 97225 1 OF 1 4858 SW SCROLLS FERRY RD, Sl11TE A www.sflands.com PORTLAND, OR 97225 18934-011-B 2184 YOLANDA AVE. info®sFlands.com Checked: A.J.P. 503-345-0328 RENEWS 12/31/22 Tnfo®aflands-comScale: 1 =10' 503-345-0328 SPRINGFIELD, OR 97477 Sheet Title: 1A LETTER AND SURVEY Sheet Number: A-3 I A LETTER 2 SURVEY ORT 1 NOTE: 1. NEW EQUIPMENT TO BE PAINTED FAIRFAX BROWN WITH RF TRANSPARENT, 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 6" CLEARANCE FROM ENCLOSURE TO POLE. 6. 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 JS 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. 6' CLEARANCE FROM THE POLE. Vendor: 9. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. 10 ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR 11. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO '5 INFRASTRUCTURE P A R T N 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. 15 PROJECT ID: P-054467 J Vendor: AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. (P) AT&T RF WARNING NOTICE SIGNS SEE DETAIL RF -1 (1) (P) AT&T CANISTER ANTENNA SEE DETAIL 2e D-1 T.O. PROPOSED AT&T CANISTER ANTENNA (1)(P)AT&T PRE MANUFACTURED ANTENNA MOUNT Vendor: ELEV. 37'-6" (A.G.L.) SEE DETAIL 2 3 RAD CENTER OF PROPOSED AT&T CANISTER ANTEN NA ELEV. 36'4" (A.G.L.) B.O. OF PROPOSED AT&T CANISTER ANTENNA _ ELEV. 35-6" (A.G.L.) T.O. PROPOSED WOOD UTILITY POLE/T.O. PROPOSED CONDUIT ELEV. 34'-6' (A.G.L.) B.O. PROPOSED AT&T ANTENNA MOUNT ELEV. (A.G.L.) DRAWN BY: MDA CHECKED BY: JDM 1i CAUTION: (E) OVERHEAD UTILITY LINES III U CAUTION: (E) OVERHEAD UTILITY LINES T.O. EXISTING WOODEN POLE ELEV. 29'-2" (A.G.L.) EXI STING OVERHEAD UTILITY LINE / GUYED WIRE CONNECTION I Hw EXISTING OVERHEAD UTILITY LINE / GUYED WIRE CONNECTION IIII off I ELEV. 28'-4" (A.G.L.) off oHw ELEV. 28'-4" (A.G.L.) off oHw EXISTING OVERHEAD UTILITY LINES EXISTING OVERHEAD UTILITY LINES ELEV. 27'-8" (A.G.L.) I ELEV. 2(A.G.L.) CAUTION: (E) GUYED WIRE CONNECTION II I CAUTION: (E) GUYED WIRE CONNECTION pII 1"I EXISTING OVERHEAD UTILITY LINES EXISTING OVERHEAD UTILITY LINES ELEV. 22'-7" (A.G.L.) off oHw ELEV. 22'-7" (A.G.L.) off off I 6„ II � T.O. PROPOSED AT&T EQUIPMENT ENCLOSURE ELEV. 19'-8" (A. G. L.) N (I 0 09/20/21 100% CDs REV DATE DESCRIPTION III IIII Licensor: T EQUIPMENT ENCLOSURE I)II I'I 1 p III B.O. PROPOSED AT&T EQUIPMENT ENCLOSURE / PROPOSED AT&T DISCONNECT ELEV. 16-0" (A.G.L.) ,'�lll I�1 U� I, I I SE)E DT ETAIL D-4 D-4 D-4 (2) (P) AT&T RF WARNING NOTICE SIGNS (BEHIND) SEE DETAIL I RF -1 89196PE �OREGON ,p 9�4k13,2 J VINNG�9 Z0/21 II �� I,�(II IDENTIFICATION SIGN (BEHIND) (1) ( DETAIL RF -1 EXPIRES: 12I31Y11 + EXISTINRED G GUYED WIRE MOUNT III j ELEV. 10'-11" (A.G.L.) EXISTING GUYED WIRE MOUNT ELEV. 10'-11" (A.G.L.) 4,II P AT&T DISCONNECT SURGE SUPPRESSOR BEHIND (P) / (BEHIND) SEE DETAIL 3 D-1 BY ANoiFTHI AM EORUI EREBY CERTIFYMY THATTHESEEu�ONANDTHWERE ATIAM MF ORUTEREDE DIRECT UNDER our RecisFFRFo FNcmFFR uNOFR FeF uws OF THE srAFF OF OREGON VIII III (P) AT&T METER PEDESTAL SEE DETAILg AT&T Site ID: I d (E) WOOD UTILITY POLE (96024) (TO BE REPLACED) Ip J� I I DS (P) WOOD UTILITY POLE ( 96024) CRAN—RWOR—EUG02-011 B III I' I 18934-011B IIII (E) SIDEWALK/GRADE (E) SIDEWALK/GRADE 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Ofu FINISHED GRADE �'� I , = FINISHED GRADE Sheet Title: ELEVATIONS ELEV. 01-01 ELEV. 01-0" Sheet Number: A-4 EXISTING WEST ELEVATION 24••x36•• SALE: 3/8" = 1'-0 ® 2• 1• 0 2 2 PROPOSED WEST ELEVATION 24"x36•• SCALE: 3/8" = V-0•• ®• 2• 1• 0 2 PROPOSED CRAN CONDUIT PLAN PREPARED FOR NOTE: DISCLAIMER: 1. NEW EQUIPMENT TO BE PAINTED FAIRFAX BROWN WITH RF TRANSPARENT, UV ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA RESISTANT, OUTDOOR RATED PAINTED TO MATCH REPLACEMENT LIGHT POLE. MOUNTS ARE FOR DEPICTION PURPOSES ONLY. CONFIRMATION OF 2. ALL CRAN EQUIPMENT, CONDUITS AND STAND-OFF TO BE PAINTED FAIRFAX BROWN. THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE 3. CONTRACTOR SHALL RE -INSTALL ALL EXISTING STREET SIGNS AS NEEDED ON NEW POLE. BEYOND THE SCOPE OF THIS PROJECT. IN NO EVENT WILL JS �'— , AT&T 4. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE. INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOR THE � 1 5. MAINTAIN A 6" CLEARANCE FROM ENCLOSURE TO POLE. STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A 6. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW ;--- LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. INSTALLATIONS. (P) 12" STAN D -OFF AT 4'-0" O.C. 19801 SW 72ND AVE. 7. PRESERVE THE CLIMBING SPACE ON THE FIELD SIDE OF THE POLE TUALATIN, OR 97062 8. PROPOSED CONDUITS TO BE LOCATED ON 18" STAND-OFF WITH MAX. 6' CLEARANCE ;a (P) 2" POWER CONDUIT - FROM THE POLE.L.�a oaf,- (P) 4" COAX CONDUIT 9. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. Vendor: 10. ALL LANDSCAPING AND SPRINKLERS SHALL BE RESTORED TO ORIGINAL CONDITION OR (P) 2" FIBER CONDUIT G BETTER. INFRASTRUCTURE 11. ANY DISTURBED CONCRETE/BRICKWORK IN EXISTING SIDEWALK TO BE REPAIRED TO P A R r x E R s MATCH CURRENT CONDITIONS AND CODE. ^ 2030 MAIN ST. SUITE 200 o 0 0 - IRVINE CA 92614 STRUCTURAL ANALYSIS OF EXISTING/NEW POLES ARE BY OTHERS. h 15 PROTECT ID: P-054467 (P) WOOD UTILITY POLE \ (96024) Vendor: (1)(P)AT&T CANISTER ANTENNA �l � SEE DETAIL Q AT&T IS RESPONSIBLE FOR MAKE READY COORDINATION AND CONSTRUCTION. D-1 G C9 � (P) AT&T RF WARNING NOTICE SIGNS SEE DETAIL 1RF-1 24"x36" SCALE: 3/8" = V-0" 3 2' 1' 0" 2 oRT T.O. PROPOSED AT&T CANISTER ANTENNA (1) (P) AT&T PRE MANUFACTURED ANTENNA MOUNT Vendor: ELEV. 37'-6" (A.G.L.) SEE DETAIL 2 3 RAD CENTER OF PROPOSED AT&T CANISTER ANTEN NA ELEV. 36'-6" (A.G.L.) B.O. OF PROPOSED AT&T CANISTER ANTENNA _ ELEV. 35-6" (A.G.L.) T.O. PROPOSED WOOD UTILITY POLE/T.O. PROPOSED CONDUIT ELEV. 34'-6' (A.G.L.) 0 B.O. PROPOSED AT&T ANTENNA MOUNT ELEV. 33'-4" (A.G.L.) DRAWN BY: MDA CHECKED BY: JDM CAUTION: E OVERHEAD UTILITY LINES O II U CAUTION: (E) OVERHEAD UTILITY LINES T.O. EXISTING WOODEN POLE b ELEV. 29'-2" (A.G.L.) EXISTING OVERHEAD UTILITY LINE / GUYED WIRE CONNECTION I EXISTING OVERHEAD UTILITY LINE / GUYED WIRE CONNECTION • ELEV. 28'-4" (A.G.L.) o w 0 ELEV. 28'-4" (AA G.L.) - OHw- - EXISTING OVERHEAD UTILITY LINES EXISTING OVERHEAD UTILITY LINES ELEV. 2T-8" (A.G.L.) it ELEV. 27'-B" (A.G.L.) I m. I EXISTING OVERHEAD UTILITY LINES III IIIA 0 EXISTING OVERHEAD UTILITY LINES (3) (P) AT&T CONDUITS ON (P) 12" STAND-OFF: (1) 2" ELEV. 22'-7" (A.G.L.) off ELEV. 22'-7" (A.G.L.) off CONDUIT FOR POWER TO AC DISCONNECT ATTACHED 1I I T.O. PROPOSED CONDUIT III NEXT TO EQUIPMENT ENCLOSURE ON POLE; (1) 2" ELEV. 22'-1" (A.G.L.) II CONDUIT FOR FIBER; (1) 4" CONDUIT FOR (12) LINES OF p�II'rr 1/4" COAX FROM EQUIPMENT ENCLOSURE TO ANTENNA 0 09/20/21 100% CDs T.O. PROPOSED AT&T EQUIPMENT ENCLOSURE qP SEE DETAIL \� JIII' ELEV. 19'-8" (A.G.L.) D 3 AS REV DATE DESCRIPTION Licensor: AT&T EQUIPMENT ENCLOSURE 'I SEE DETAIL I IIIIi B.O. PROPOSED AT&T EQUIPMENT ENCLOSURE / PROPOSED AT&T DISCONNECT D-4 D-4 4 D- 89198PE ELEV. 16-0" (A.G.L.) (2) (P) AT&T RF WARNING NOTICE SIGNS (BEHIND)OREGON,,,, O p SEE DETAIL 9�qy 13,10 l °II RF -1 VINNC�9 Z0/21 I'I IIII (1) (P) AT&T IDENTIFICATION SIGN (BEHIND) EXPIRES: 12131/21 UI i SEE DETAIL 1 RF -1 EXISTING GUYED WIRE MOUNT j II ,UUII EXISTING GUYED WIRE MOUNT (P) AT&T DISCONNECT /SURGE SUPPRESSOR IHEREBY CERTIFY THAT THESE Pu�WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM ELEV. 10'-1 l" (A.G.L.) ELEV. 10'-11" (A.G.L.) 1I I SEE DETAIL D-1 DULY REGISTERED ENGINEER uNOER THE LAWS OF THE STATE OFOREGON III1I I II �� I AT&T Site ID: (E) WOOD UTILITY POLE II (P) WOOD UTILITY POLE CRAN RWOREUG02_011 B 1 (96024) (TO BE REPLACED) (P) AT&T METER PEDESTAL II (96024) __ (IIIISEE I DETAIL D 5 � I 18934-011 B III � (E) SIDEWALK/GRADE I O I (E) SIDEWALK/GRADE 2184 YOLANDA AVE. I SPRINGFIELD, OR 97477 I Sheet Title: Ij FINISHED GRADE �'� �" ' �i FINISHED GRADE �' ELEVATIONS ELEV. 0'-0" ELEV. 0'-0"" Sheet Number: A-5 EXISTING SOUTH ELEVATION 24"x36" SALE: 3/8" = 1'-0"2 PROPOSED SOUTH ELEVATION 24"x36" SCALE: 3/8" = 1'-0" 2' V 0 2' 1' 0 2 PSEUDO OMNI 12 -PORT CANISTER ANTENNA PREPARED FOR MANUFACTURER: GALTRONICS PART NUMBER: GQ2412-136613 DIAMETER: HEIGHT: 14.5" 24.0" AT&T WEIGHT W/MOUNT: 22.7 LBS = VOLUME: 2.29347 CUBIC FEET PAINT: FAIRFAX BROWN 19801 SW 72ND AVE. TUALATIN, OR 97062 14.5" Vendor: '51NFRASTRUCTURE ® 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-054467 Vendor: N rV///A��/1 7545' �v�v '.7115 3550 nW MN, 5115 (a+4�S' 1695-9}60 Mlh l 1 0 o'll Vendor: 515P5150 S025 MHz 6-45' IL �4S �11 0 U \l NS'1 690-096 MI5, 20 1695-940 M1IW O n u4145 DRAWN BY: MDA ® ® 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 09/20/21 100% CDs 6.25' REV DATE DESCRIPTION 9.38" 5.06' Licensor: 8.59" � F i198PE%� O OREGON ,p O oI Z1 SV.12131121 o 06 _ = o c M v o ' S HEREBY CERTIFYTHAT THESE PLAINS wNPREPARED 9v MEONOERM EISI ANGiFAi AM ouLv REGISTERED ENGINEER U NDER THE LWwsoEiFESTATE O OF OREGON AT&T Site ID: O CRAN RWOR EUG02 011 B 18934-011B SIDE VIEW FRONT VIEW M40 GLANDS CAN BE 2184 YOLANDA AVE. REPLACED BY 1-1/4" NPT SPRINGFIELD, OR 97477 CONDUIT FITTINGS Sheet Title: o ❑ o o DETAILS wri 0, 0 OSheet Number: D-1 3 AC DISCONNECT W/ SURGE PROTECTION SPECIFICATION BOTTOM VIEW 1 NOT USED III N.T.S. N.T.S. 1 NOT USED N.T.S. Specifications • - to Pole Model Number MIC -06679 supplied by Environmental Conditions i outdoor Config. Weight 5.14lbs (2.33kg) Strapping Dimensions L 9.06" X H 18.39" X W 3.74" (230mm X 467mm X 95mm) QTY Material Steel 1 Wind Speed Resistance 150mph (240kmh) (Natal Strapping Kit Pole Diameter Range 04" (101 mm) to 012" (305mm) 2 - Through Mounting Style i Top Pole Mount ITEM Mounting Hardware to Antenna Supplied with Bracket DESCRIPTION Mounting Hardware to Pole Not Supplied with Bracket 6 N.T.S. 1 (46 3.74" (95mm) �9.06" l230mm) 0 0 m ® d 4 a Contig_ 1 - Mel Strapping Config. 2 - Through Bolting Recommended for metal Recommended for wooden poles or composite poles The bracket can be attached to the pole with either: • Metal Strapping (Config. 1) which is recommended for metal or composite poles, or • Through -Bolting (Config. 2) which is recommended for wooden poles. (includedMountingare to Antenna bracket) ITEM QTY DESCRIPTION 1 1 Bracket 2 2 318"x2.5 Hex Bolt 3 4 3/8" Piclin +WasheIr 4 2 3/8" Nut 5 2 3I8" Spring Lock Washer Mounting• • - to Pole (to be supplied by customer) Config. 1 -Metal Strapping ITEM QTY DESCRIPTION 1 3 (Natal Strapping Kit Config. 2 - Through Bolfin ITEM QTY DESCRIPTION 1 6 3/8" Large Diameter Flat Washer 2 3 3/8" Hex Bold 3 6 3/8" Spring Lock Washer Notes: 1. Required bolt length vories with pole diameter. Assembly instructions Stage 1 - Preparing Pok u For Through Bolting (contig. 2): • Select the best side of the woodend pole for mounting the bracket (most level/plumb, most flat) • Using the bracket as a guide, mark the hole locations. • Drill 3x mounting holes through the center of the pole as shown. Attach the bracket onto the pole using either metal strapping (Config. 1) or bolts (ConTig.2). If necessary, shim the bracket to make it level/plumb. if bolting (Config. 2), apply a thread lubricant if necessary and tighten the nuts to proper torques (depends upon the grade of fastener U5ed). Insert the antenna rod adapter into the bracket and tighten the nuts on the 2 clamping bolls. If Ts recommended to: • Apply a thread lubricant (such as LOCTITE® LB 771,x.9 before tightening the nuts. • Torque the clamping nuts to 14 fribs 119 Nm). • If not using thread lubricant, torque the clamping nuts to I a ft"lbs 124.4 Nm} THIS STEEL MOUNTING BRACKET IS SUITABLE FOR OUTDOOR DAS AND SMALL CELL ANTENNAS WITH 02" ROD ADAPTER, AND CAN BE ASSEMBLED ONTO POLES RANGING FROM 04" TO 012". m.3sr�x CmTo.iTT,GTI Config- 2 Stage 2 - Mounting Brac ket Config. 1 PGA Stage 3- Mounting Antenna Hex bon 12; Plain Washer Washer (2) Nut (2) 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. Config. 2 Lack Washe PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: JS INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-054467 Vendor: 0 109/20/21 100% CDs REVI DATE DESCRIPTION Lit I HEREBY CERTIFY THAT THESE PWP6 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_011 B 18934-011B 2184 YOLANDA AVE. 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" T� , 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-054467 Vendor: Lil I HEREBY CERTIFY THAT THESE PIANS 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_011 B 18934-011B 2184 YOLANDA AVE. 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 WELD MENT 1 2 MT -382-14 5/8" X 14" GALV THREADED ROD 2 3 SW -58 BACKING PLATE, .188" X 2.5" X 2.5" 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 ff v v 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" IIY FRONT VIEW SIDE VIEW EQUIPMENT ENCLOSURE SPECIFICATION N.T.S. UNIVERSAL POLE MOUNT BRACKET TAMPER RESISTANT LATCH WITH PADLOCK HASP Z0]1i0]SNVAMTiT- 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 Z0]1i0]SNVAMTiT- 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 EIW1143SIDRE 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-054467 Vendor: Lil "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_011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D-4 4 3 162 1 NOTES: 1. ALL METRIC DIMENSIONS ARE IN BRACKETS 11 1 ICN 12 „ 6 2. FEATURES CRITICAL TO QUALITY ARE INDICATED IN AN OVAL CZ) 3. WELDING WORKMANSHIP PER AWS 31.1, TABLE 6.1 4. FINISH: PAINTED. -xx 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 ]) 3 ElB 1 .0[0.0 ] SECTION AA A SCALE t'S o. MAT'L: FPS .188[4. 441 B 4 PLACES o B 188 ff ff 5.00[127.0 ] (6.00[152.41 COMMSCOPE, INC. OF NORTH CAROLINA i01ERWCES SPPIA.... -P— x-.25 3PUQxxf ,06 MTM101101-% 1PVCE x:.12 ..s +2 fNXX xAI SEE NOTE A3 A36 45.0° 45.0 DETAILS rA 010 ?54M000028500 A SCALEI.mv'g€ ENCLOSURE MOUNT SRACKETWELDMENT REM NO. PART NUMBER DESCRIPTION OTY. NOTENP.C+I TMI01102 ENCLOSURE POPE BRACKET 1 VOLLRE ea R na�Y McuE MNAEMxn : Ea.4 MM101101SERIES 2 TMI01103 SUPPORT, STANDOFF 2 3 MTM101104 ROLE MOUNT 1 �pM s� woxxnMn NAM pteuMN SSE! CQ015Camm5 Irc.Caftlr�l IEXTII C VE�]N SIRT6 PEN9W VEIN]NS PNS PEN9W fOFf 4 3N 032H BLACK 1B10 NUT, 1 5 MON A 4 3 2 I EIW1143SIDRE 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-054467 Vendor: Lil "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_011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D-4 { IF r -.A h. CITY OF SPRINGFIELD METER PEDESTAL N.T.S. C III., Elettrlcal label or pemrl, III be dlsplayed an the meter base. See note 5 (2) 8' ground rods requIrecl. with rNrImum IT" Bpaclrg 4 f 2.14" M In -D much horns 11 Meter — CIVOUlt tMa Kera — NlIrl 11w". rw S" ES O Q'I D5 . L See note 4 Ta niadlle home To EW.19, SPRMGFIELD UTILITY BOARD ENONEE#UN& STANDARD DISTRJEii -noN PROC DURES & PO,LI1C1ES- TYPICALUNIDERGROUND MOBLE HCHME PEDESTALSEWCE srrueQAr%C rafimaq ESD 0109 Page 1 of 2 NOTES: 1_ AppmoE!d service equipmerpt provided by crestamer includes corLduit meter base, growld rad and candoctors_ 2_ Cbstomer installed and mwntained trarxh and conductom beyond po" of deFivery (load side of meter) subject bo CiE r of Sp rgfeld approval_ 3_ refer to ESD'0090 far details regarding 6_LJ_8_ requirements for ureter installations_Met-r locAon subject to approval by S_k.l_6_ 4. Set a 118" x t" x t" steel angle -drive into the ground wd attach it to each side of the pedestal tirI 114" orlargler Wts. 6_ Access door to S_U_6 _ connedons must be kepi clear bya lrr inirruJm of b" above the final grade and must have a sealable provision for -LJ-B_. 6_ PedesHL constuction, mateHat, and carrosiye-resistant finish shall be approved by recognized test laboratoryCi-e-UL}_ 7_ Minim m interior dEmensions of pedestal shaft be 4" depth and 7-1 width. 8- Mir> mum depth of pedestal in the ground.shall be 24"_ 9_ Mir&num meter freight to center -of meter shall be 48°_ 10_ Set the pedostaI -ruck that the f -ont door to _U_6_ carlrlections rarnains accessible_ 11_ Do NOT install customer conduO across the front of _U_6_ access docq-on the pedestal. REVISIONS Date Descripfion 8724183 Created fi11511.6 Reformatted, drawing updated SPRtNGFIEL€} UTILFTY BOARD ENGiNEERBIGSTANDARE] DISTRIBUTION Aw PROCEDURES 8 POLICIES TYPICAL UNDERGROUND MOBLLE ROME PEDESTAL SERVICE aTtwo� r,�ive5z ESD 0109 yage.2 oI 2 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-054467 Vendor: Lil 09/20/21 100% CDs DATE DESCRIPTION • I HEREBY CER1IEY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AT&T Site ID: CRAN_RWOR_EUG02_011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: DETAILS Sheet Number: D5 AVAILABLE FROM EXCEL SIGN AND DECAL: https://vvvvw.weneedsigns.com/product.php? product id=171904&cat= 1135&page= I CLICK ON AT&T PH: 510-651-0445 NO] -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: �51NFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-054467 Vendor: 0 09/20/21 100% CDs REV DATE DESCRIPTION Li, NODE ID # 12r (/ OREGON p 6.. 92j Ay 13 f FSV�oI Z1 THIS SITE IS COMPLIANT WITH FCC RULES FOR BOTH OCCUPATION AND EXPIRES: 12131/21 CONTROLLED AND GENERAL PUBLIC OR NOTES: SITE NAME SHOWN IS FOR EXAMPLE UNDERCINTROLLED " I HEREBY CERTIFY THAT THESE Puna WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM AT&T TGA R D 002 PURPOSES ONLY. THE APPROPRIATE SITE 1. WARNING SIGNS TMOUNTED, N DULYREcaTEREDENORUNDERTHEuwSOETHESTATE NAME SHALL BE INDICATE AT EACH SITE VIEW, ON EQUIPMENTT ENCLOSURE OF CLOSURE ON THE OF OREGON STAY BACK A MINIMUM OF 4 FEET SAME SIDE AS THE DISCONNECT. 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_01111 OPERATING DISCONNECT U S D. 192355 USID NUMBER SHOWN IS FOR EXAMPLE 1 8934-01 1 6 • -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: N—S 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: RF WARNING SIGNS Sheet Number: RF -1 1 I✓ UNLESS OTHERWISE INDICATED FIBER AND ELECTRICAL WORK TO BE PERMITTED AND G PERFORMED BY OTHERS. > N 23RD ST UTILITY COORDINATION SITE PLAN (E) PROPERTY LINE I (P) AT&T METER PEDESTAL I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I/ f(E) BUILDING PARCEL# : 17032443-00200 (P) WOOD UTILITY POLE D o oD (96024) �, �o 0�4 a P AT&TISCONNECT/SURGESUPPRESSOR D Q��oQa60o�o O 4 0 � DOap ��, Quo v p 0 Q o 0 goo L-7 lZ v O a 4 -------- - - I --- o e I - -97,-6' -- f� OR, ;_�v gooDoo a.' ° dd 0 � 0 o °e' o d> 24"x36" SCALE: 1" = 10'-0" FA H 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-054467 Vendor: 0 09/20/21 100% CDs REV DATE DESCRIPTION Lig 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 AT&T Site ID: CRAN_RWOR_EUG02_011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: UTILITY COORDINATION SITE PLAN Sheet Number: UC 1 1 a C QDo goo oh 0 0 oeo 0 o d' (P) WOOD UTILITY POLE D o oD (96024) �, �o 0�4 a P AT&TISCONNECT/SURGESUPPRESSOR D Q��oQa60o�o O 4 0 � DOap ��, Quo v p 0 Q o 0 goo L-7 lZ v O a 4 -------- - - I --- o e I - -97,-6' -- f� OR, ;_�v gooDoo a.' ° dd 0 � 0 o °e' o d> 24"x36" SCALE: 1" = 10'-0" FA H 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-054467 Vendor: 0 09/20/21 100% CDs REV DATE DESCRIPTION Lig 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 AT&T Site ID: CRAN_RWOR_EUG02_011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: UTILITY COORDINATION SITE PLAN Sheet Number: UC 1 1 K.^, BUOY 6—Prat fel dHIDA B3f)d Ant9ma ❑❑-3❑. Lcmi -FI G-Kkk-P Dark Fi bort lmfrom HUtr PLUMBING DIAGRAM JUSIrM 1074dJ4 1n irIrd) AnIt-gnna QRtworm: - Sing-rz.,;,q ee irta with 4 Ports LAId-8 atl p C tZi 4- 2 Pj5rl!&' H Igr,82rd �§113HZJ .6Jtarn ata Pr+adriM supportrllls. L -9 ani an d,1or 2. E GuOz r9p 3mr-ce PC.FjIAVVS Cross Barmf Conq i ncr ckxp,s: PRH -1: 4T4R Air -Sc a III Mtc ro 92511111 - RR H-2. 4T4q Jr4c�iie Mic rD 8&�aiAV* AC PowQ. -: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 !POWER SOURCE! 1120V 2W, 1PHI L-------------- 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 PREPARED FOR AT&T 19801 SW 72ND AVE. TUALATIN, OR 97062 Vendor: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-054467 Vendor: Li, 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-EUG02-011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: PLUMBING DIAGRAM & DC POWER SCHEMATIC Sheet Number: E-1 24"x36" SCALE: NTS 'l THIS DOES NOT CONSTITUTES AS A ONE LINE DIAGRAM. POWER DESIGN AND ONE LINE DIAGRAM TO BE FINALIZED WITH POWER PROVIDER AND ELECTRICAL ENGINEER. NOTES: 1. ALL METALLIC PARTS OF THE INSTALLATION ON THE POLE SHALL BE BONDED TOGETHER AND BARREL COMPRESSION GROUNDED. 2. A 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 C N D O 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 G R O D N D O N G BAR 24"x36" SCALE: NTS OVERHEAD POWER DDAGRAM (TYP.) 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 1 1 WIRE TO GROUND BAR CONNECTION FA 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. 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) CONNECT TO SECONDARY OR SERVICE NEUTRAL 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS WOODEN POLE E E 0 2 IC -CRIMP DETAIL TYPE SS TYPE TA TYPE W TYPE GT 24"x36"SCAB CARDWELD DETADLS -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-054467 Vendor: U, 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-EUG02-011 B 18934-011B 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: GROUNDING DETAILS Sheet Number: G-1 11 PREPARED FOR THIS DOES NOT CONSTITUTES AS A ONE LINE DIAGRAM. POWER DESIGN AND ONE LINE DIAGRAM TO BE FINALIZED WITH POWER PROVIDER AND ELECTRICAL ENGINEER. % AT&T LEGEND 19801 SW 72ND AVE. TUALATIN, OR 97062 MGB MASTER GROUND BAR Vendor: CADWELD �51NFRASTRUCTURE 2030 . MECHANICAL CONNECTION SUITTEE 220000IN IRVINE, CA 92614 — — — — #2 COPPER -TINNED BARE WIRE. J5PRoJecrID: P-054467 Vendor: ADD 1/2" WIRE COVER ON THE BOTTOM 12 FT. MIN. 36" BELOW GRADE OR 6" BELOW FROST LINE ANTENNA PER PLAN, (TYP) Vendor: Q NEW ANTENNA MOUNT THRU-BOLT CONNECTION TO I LAA - #6 GREEN STRANDED TO DRAWN BY: MDA CHANNEL, 3/8" DOUBLE LUG ; THRU-BOLT CONNECTION, DOUBLE LUG CHECKED BY: JDM 1 NOTE: 1 1 1 DETAIL SHOWS GENERAL SCHEMATIC 1 GROUNDING REQUIREMENTS ONLY. 1 I� i \ #2 COPPER -TINNED, BARE WIRE. ADD 1/2' 1 WIRE COVER ON THE BOTTOM 12 FT. 1 I I 1 MASTER GROUND BAR (MGB) INSIDE ENCLOSURE I 1 EQUIPMENT ENCLOSURE PER MGB + PLAN, (TYP) I I 0 09/20/21 10096 CDs REV DATE DESCRIPTION 1 DISCONNECT PER PLAN, (TYP) Licensor: #2 GREEN STRANDED TO #2 SOLID 1 1 #2 GREEN STRANDED TO #2 SOLID F I 89198PE OREGON,,,O 9 4y 13,ti�� �Fst/INHC� - - - i I ZO/Zl I EXPIRES: 12131/21 I I WOOD POLE I DERRTSEWSIOTHAvMOPUNY DIECUPINANDT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OFTHE STATE 1 OF OREGON GRADE AT&T Site IF — CRAN RWOR EUG02 01111 (N) GROUND ROD 5/8" x 8' LONG 1 8934-01 1 B COPPER CLAD STEEL (IF REQUIRED) 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Title: Sheet Number: G-2 NOT USED TYPICAL GROUNDING DIAGRAM 24"x36" SCALE: N1�; 1 t- at&t CRAN_RWOR_EUG02_011 18934-011B AUGUST 02, 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. ` afanda A r=s - All 14 A. Ire w AT&T MOBILm-GRAN/SMALL CELL RANO FREQUENCY (RIF) EXPOSURE COMPLIANCE LETTER RF EXPOSURE COMPLIANCE LETTER Date:2/22/2021 Band Model 700 850 PCS AWS WCS SGHz m Antenna Power Input (W) Galtronia GQ2412-86613 1 0 0 160 160 0 0 0 PURPOSE OFTHIS DOCUMENT This Compliance Letter ("CL") confirms that the AT&T Mobility Centralized Radio Access Network (CRAN) or Small Cell node defined below meets Federal Communications Commission (FCC) RF exposure compliance requirements specified in 47 CFR §1.1310, provided that the actions specified in the "Compliance Actions" and "Completing this Compliance Letter Document' sections of this document are completed before the CRAN o - Small Cell is placed into service. DEFINITION OF SMALL CELLS INCLUDED IN THIS COMPLIANCE LETTER The small cell antenna and its operating parameters covered by this Compliance Letter are: Antennas: Gahronks GQ2412-B6613 Lowest Antenna Centerline Height: 22 feet above ground level Transmission Frequencies: PCS,AWS Maximum Power Input per Frequency into (45) Antenna: 160,160 Antenna Positions: Top & Side Mount (4G) Co -locators: No other emitters are on pole/post/mounting location Separation Distance: No publicly accessible locations (e.g., other poles, apartment balconies, rooftop, windows) within the space identified by XX=09 feet horizontal distance from the antenna and YY -06 feet beneath the antenna bottom tip. Depiction: August 11, 2021 020n AT&T IntellecWal Property. All rgbts reseryd. AT&T and the Globe logo are reginered tracemarM o!AT&T IntellMual Property. AMT Proprietary (Internal Use Only). Not bar use or diadosure outside the AT&T companies except underwritten agreement. AT&T MOBILITY -CRAW S W LLCELL RADIO FREQUENCY (RF) INVALIDATION OF THIS COMPLIANCE LETTER This Compliance Letter becomes invalid if there are any RF modifications to the site, including but not limited to, changes to the conditions above, changes to antenna positions, additional sectors deployed, or other nearby emitters installed, etc. The CRAN or Small Cell team managing the cell(s) to which this Compliance Letter applies must inform HQ RAN when any of the listed changes occur and request a new Compliance Letter study. Class 2C Sites: These are host -operated sites. AT&T RAN HQ will review EME reports provided by host companies and make a determination for compliance based on these reports. CL will not be required for host operated sites. RF EXPOSURE COMPLIANCE ANALYSIS RF exposure compliance was computationally evaluated using theoretical modeling contained in the FCC's 0 E Bulletin 65, considering a worst-case scenario in which peak power was transmitted 100% of the time. The MPE distance calculation incorporates cable loss of 0.5 dB for PCS and 0.5 dB for AWS bands, as applicable. The results, which are based on the FCCs maximum permissible exposure (MPE) limits for the general population, indicates the following MPE distance from the antenna. g 9, COMPLIANCE ACTIONS Design Changes The following RF design changes are required by this CL to comply: • NA Signage Actions Two AT&T 7" x 7" Caution signs) must be placed 6 feet beneath the antenna on the antenna's boresight or, in the event of an obstruction or other impediment to such placement, within 1 foot above or below that location. The Caution signs must specify that a distance of 9 feet must be kept from the antenna. The drawing in Appendix D of this document illustrates signage placement. Other options for deployment of signage may be discussed with HO RAN Compliance Team if the pole/post owner refuses to allow signage to be posted on the pole or if other obstacles arise. The sign will inform the person of the potential for high exposure levels and provide a phone number to call and arrange for power to be removed from the antennas for the duration of work. August 11, 2021 ® 20CY AT&T IntellecWal Property. All rghb resew d. AT&T and Re Globe logo are reginered tracenil o!AT&T IntellMual Property. AMT Pollinator, (Internal Use Only). Not brow or diadosure ou6ide the AT&T companies except under written agreement Paget AT&T MOBILITY -CRAW S W LLCELL RADIO FREQUENCY (RF) Leasing Agreements In anticipation of inquiries and concerns of employees, contract workers, and others that may enter areas in close proximity to the antennas (collectively, "Covered Persons'), leasing agreements should include language that obligates site owners to: 1) Show the antennas to all Covered Persons, as necessary; 2) Instruct all Covered Persons to remain at least 9 feet from the antennas; 3) Instruct all Covered Persons to inform the pole/post owner if there is a need to get closer than 9 feet from the antennas; 4) Instruct all Covered Persons to coordinate work near the antennas with the pole/post owner; 5) Contact AT&T at 800-638-2822, opt. 9, 3, to arrange for the appropriate antenna(s) to be de - energized when needed if Covered Persons must work near the antennas, to provide confirmation to the Covered Persons when the antenna(s) have been de -energized, and to inform AT&T when its safe to restore energy to the antennas. In the event any RF modifications are made to a site, AT&T must also reassess the technical parameters of the small cells identified above to confirm compliance with the FCC exposure limits. COMPLETING THIS CL Review the CRAN and Small Cell RF Safety Compliance lob Aid for assistance with completing this Compliance Letter. The job aid may be retrieved from the Densification SharePoint using the link in Appendix C. Actions to be taken by the HQ RF Safety Compliance Team The HQ RAN RF Safety Compliance Team will collaborate with the C&E Densification N -PMO Team to address new issues with signage formatting, deployments, etc., as those issues arise during CRAN/Small Cell deployment. Actions to be taken by the AT&T Market Site Acquisition PM (AMSAP) The AMSAP shall complete the fields below for each site, but are NOT TO SIGN the section below. The AMSAP may account for multiple sites/nodes by entering USIDs, FAfts, and addresses for each in the spaces below. CRAN or Small Cell USID: 208178 CRAN or Small Cell FAk: 14824027 Site Address: 2184 Yolanda Ave, Springfield, OR 97477 August 11, 2021 ® 20CY AT&T IntellecWal Property. All rghb resew d. AT&T and Re Globe logo are reginered tracenil o!AT&T IntellMual Property. AT&T Propretary(Internal Use Only). Not brow or diadosure ou6ide the AT&T companies except under written agreement Page AT&T MOBILITY -CRAW SM4LLCELL RADIO FREQUENCY (RF) Actions to betaken by the RAN RF Design Engineer (RFDE) The RFDE shall populate and approve the fields below, by adding a signature and date. Name of CRAN or Small Cell RF Engineering POC: Title: Phone: Signature: Date of Signature: Upon completing the information above and signing, C&E or RFDE will upload the completed CL as instructed in Appendix B below. Actions to be taken by the Mobility C&E National PMO The Mobility C&E National PMO shall upload a copy of the unsigned CL into a Share Point location managed by the Mobility C&E National PMO prior to site construction start. Following completion of site construction and signage actions, Mobility C&E PM will upload the signed copy of the CL into Comply, which will flow to FileNet, by following the instructions in Appendix B. APPENDIX A: Accessing the CRAN and Small Cell CL Library APPENDIX B: Naming Conventions for Uploading Completed CLs into iComply APPENDIX C: Densification SharePoint Link APPENDIX D: RF Signage Placement August 11, 2021 ®20CYAT&T IntellecWal Property. All rghb resew d. AT&T and Re Globe logo are reginered tracenil ofAT&T IntellMual Property. AMT Propretary(Internal Use Only). Not brow or diadosure ou6ide the AT&T companies except under written agreement Pagl AT&TROBILRY CRAN/ SM4LL CELL RADIO FREQUENCY (RF) APPENDIX A: Accessing the CRAN and Small Cell CL Library A library of previously -issued CLs may be consulted to determine whether one of them is applicable to a new deployment. Use this link to access previously issued Compliance Letter letters: CRAN/Small Cells Compliance Letters. Contact Jan Wise (hw8938) to request access to the CL SharePoint link above. "Access is Sl granted to Non -Staff Supplemental Non -Payroll Workers (NSS NPWs). " If all the conditions in a CL are congruent with the conditions for a prospective new deployment, the CL may be applied according to guidance given in the main body of this document. If changes, e.g., increase in power, to an existing CL would appear to make it applicable to a new deployment, a request for modification may be made to HQ RAN Compliance Team. If no usable CL is found in the library, a request for a new CL must be made through the CRAN RF Safety Compliance mailbox (gl3613@att.com) APPENDIX B: Naming Conventions for Uploading Completed CLs into iComply CLs completed by the field must be uploaded into Comply using the following naming convention: 1. Signed CLs will be uploaded into Comply 2. If the multiple site/node option is used, the completed CL must be uploaded into all applicable locations. 3. Following file naming convention will be used for CLs when uploading into Comply a. RFS Cert_SC_FA_USID_MMDDYY (Applies to Small Cells) b. RFS Cert_CRAN_FA_USID_Mill (Applies to CRAN) APPENDIX C: Densification SharePoint Link The Densification MPE Studies SharePoint link may be consulted to access: 1. CRAN and Small Cell Class 2 CL Request process flow 2. CRAN and Small Cell RF Safety Compliance Job Aid Job Aids and MPE Templates August 11, 2021 ® 20CY AT&T IntellecWal Property. All rgMs reseryd. AT&T and Re Globe logo are reginered tracenil oIAT&T IntellMual Property. AMT Pollinator, (Internal Use Only). Not brow or diadosure outside the AT&T tympanies—pt under written agreement Pages AT&T MOBILITY -CRAW S W LLCELL RADIO FREQUENCY IRF) APPENDIX D: RF Signage Placement Signage must be ordered from ACP Intl Signs Inc., according to the guidance in Section 6.2 "ACP Intl signs ordering process (CRAN) in ATT -790-202-062 DAS (Distributed Antenna System) and CRAN (Centralized Radio Access Network) Signage Standard." http://apex.web. att.com/bookview/bookview.jsp?booknam e=ATT-790-202-062&fulitext Existing sites going through RF Modifications (i.e. carrier, antenna or SG mmwave add, etc.) must be evaluated to determine if a sign change is needed. Signs must be changed to comply with the requirements in this CL in the following instances: 1. The old sign is smaller than 8.25" in height OR width; OR 2. The old sign alert level (e.g., Notice, Caution) is less than the alert level required by this CL. If the old sign does not need to be changed, but the "Horizontal Exposure Distance' value on the sign is different than the Horizontal Exposure Distance value in this CL, update the MPE distance on the old sign by attaching the appropriate sticker with the new value over the old value. Ordering part number for this sign is: "R801RPE" 1. Sign Dimensions: height=7", width=7"; 2. Use the supplied number pad to enter the number 0 into the blank space as shown in the sign diagram. 6' 22' 7" A CAUTION Radio frequency exposure from antennas on this structure exceed the FCC Occupational limit in this area. Stay at least M ft. from the antennas. Before working within that range, call 800.638.2822 (opt. 9&3) to deactivate the antennas. AWSite USID 2 Caution signs must be placed opposite each other below the antenna August 11, 2021 ® 20CY AT&T IntellecWal Property. All rghb reserrN. AT&T and Re Globe logo are reginered tracenil ofAT&T IntellMual Property. AT&T Propretary llnternal Use Only). Not brow or diadosure ounce the AT&T tympanies—pt under written agreement Pageb The comparative LTE: MRP coverage map over the focus zone is provided below as an illustration. All the other coverage maps (RSRQ, dominance, etc.) are directly viewable in Atoll (with more detail) or can be provided as a snapshot similar to the illustration below upon request. I ■ L INN LTE: RSRP Oil.) Best RSRP [RS EPRE] Level dBml >=-05 Best R5RP [RS, EPRE] Level IdBml a=-95 Eest RSRP[RS EPRE Level dBm1 +=-1M y lBest RSRP [RS, EPRE] eve Idam11--n5 Best RSRP [RS. EPRE Level IdBm1 — 125 1 ©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. L� AT&T J I! TTRIC 5ElCl CEttTER 1001 Main Street Springfield, OR 97 47 7-4819 Tel 541.726.2395 Far.541.726.2399 --ubutil.—, June 11, 2021 Martha Miller J5 Infrastructure Partners 2428 NW Market St. # 258 Seattle, WA 98107 RE: CRAN_RWOR_EUG02_011 B, Cell on SUB pole 96024 at 2184 Yolanda Avenue Dear Martha, SUB has performed a survey and determined the site is feasible for a small cell attachment. SUB requires make ready to accommodate the small cell attachment including the installation of a taller replacement pole. SUB will produce a cost estimate for the pole replacement and make ready on Job# 121079. Conditional approval has been noted on NJUNS ticket PA4701219. Pole Identification Latitude/Longitude: 44.07247, -122.99205 Address: 2184 Yolanda Avenue SUB Pole 96024 AT&T Site Identifier: CRAN_RWOR_EUG02_011 B AT&T SCIP ID #: 18934-011B Sincerely, r K Dan Norland Electric Engineering Technician Springfield Utility Board 541.744.3784 (Office) 541.735.0377 (Cell) '5 INFRASTRUCTURE September 21, 2021 AT&T RE: Site Name: CRAN RWOR EUG02-0118 Pole: New 34'-6" AGL Wood Pole SCIP ID#: 18934-0118 Site Address: 2184 Yolanda. 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 34'-6" A.G.L. To Whom It May Concern: We were commissioned by AT&T to perform a structural analysis of the above referenced project for AT&T proposed antenna implementations. The intent of our analysis is to determine a wood pole replacement for the existing -29'-2" (AGL) wood pole, No. 96024, located at 2184 Yolanda Ave., Springfield, OR capable of supporting AT&T proposed antenna 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 34'-6" AGL Pole: Length of Pole: 45 ft. Pole Class: 4 Min. Embedment: 10'-6" Wood Species (Fiber Strength): Douglas -Fir (8000 psi) Existing Overhead Span Head: at -28'-4" (assumed for the purpose of this structural analysis) Sidewalk Guy System at: -28'-4". All down guys are EHS 3/8 Min. (12" Expanding Anchor in Soil Class 3) (Assumed for the purpose of this structural analysis) Existing Power Lines: At -28'-4" (assumed for the purpose of this structural analysis) Existing Communication/ Cable Lines: At -22'-7" (assumed for the purpose of this structural analysis) J5 INFRASTRUCTURE PARTNERS 2030 Main Street, Suite 200, IMne, CA 92814 (949) 247-7787 A@uquerque, NM o BaEe, IO o EI Paw, T o Las Vegas, NV o Oenwr, CO o Irvine, CA Page 1 of 2 Stress Usage: Pole = 24% Guy System = Adequate Due to limited data, J5 Infrastructure Partners made certain assumptions regarding our evaluation. The existing pole and embedment are presumed to be properly installed in accordance with all applicable codes. All mounted antenna mounts, power lines, communication lines, 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 -29'-2" (AGL) wood pole, No. 96024, located at 2184 Yolanda Ave., Springfield, OR can be replaced with new 45'- Class 4 wood pole w/ 10'-6" 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: .afy t'R CW89198 V � p 13 ROS, DC7 �F6 YfNH G� EXPIRES- 7 %12021 / IM� Danh Ho, E.I.T 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 Poe ID:Pde98024yp1x.ppk O-Calc®Pro Standard Report Tue ay, 9eptembar 21, 202111:50 AM Pole Num: 96024 Pole Length / Class: 4514 Code: NESC Structure Type: Guyed Tangent Aux Data 1 AT&T Species: DOUGLAS FIR NESC Rule: Rule 250B Status Guy Wires Adequate Aux Data 2CRAN_RWOR_EUG02_011B 265.6 Setting Depth (ft): 10.50 Construction Grade: C Pole Strength Factor: 0.85 Aux Data 3 2184 Yolanda Ave G/L Circumference (in): 33.38 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 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 W nd Angle on Load Angle W nd Angle Pole Capacity Utilization (%) Lead Length (ft) Height Wind Angle Max Cap Util 15,158 (ft) (deg) Maximum 23.6 0.0 265.6 Groundline 23.6 0.0 265.6 Vertical 3.4 22.6 90.0 Pole Moments (ft -Ib) Load From Worst W nd Angle on Load Angle W nd Angle Description Lead Length (ft) (deg) (deg) Max Cap Util 15,158 254.1 265.6 Groundline 15,158 254.1 265.6 GL Allowable 66,760 3.4 265.6 EHS 3/8 (Sidewalk) Guy System Component Summary Load From Worst W nd Angle on Pole Description Lead Length (ft) Lead Angle Height Nominal Wnd Angle (deg) (ft) Capacity (%) (deg) Expanding - 12"- Soil Class 3 5.0 2.0 3.4 265.6 EHS 3/8 (Sidewalk) 28.3 9.7 265.6 Sidewalk Strut 5.0 2.0 7.9 12.8 265.6 Expanding - 12"- Soil Class 3 50.0 182.0 0.0 265.6 EHS 3/8 (Span/Head) 28.3 0.0 265.6 System Capacity Summary: Adequate User DanhHo AaureAD OCP 5.03 ' hdudes Load Fada(s) Page 1 or3 x Wast Wnd PerGuy Wre ' Wntl At 265 6" Pde lO:Pde96024yplx.pplx O-Calc®Pro Standard Report Tuesday, September 21, 202111:50 AM Groundline Load Summary -Reporting Angle Mode: Load -Reporting Angle: 254.1° Height HeighHoriz. Cable Cabo Sag st Cable Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pole (ft) Load- Load Moment Moment Capacity Stress Load Stress Stress Capacity MemeM' (Ibs) M (ft -Ib) M M (+/-psi) (Ibs) (psi) (psi) M Powers -8 -1.1 -228 -1.5 -0.3 -23 39 0 -23 -0.3 Comms 353 48.5 7,871 51.9 11.8 810 160 2 811 11.9 GuyBraces 35 4.8 -1,279 -8.4 -1.9 -176 1,986 22 -154 -2.3 GenericEquipments 178 24.5 5,831 38.5 8.7 600 1,747 20 620 9.1 Pole 171 23.4 2,960 19.5 4.4 305 1,635 18 323 4.7 Insulators 0 0.0 3 0.0 0.0 0 19 0 0 0.0 Pole Load 728 100.0 15,158 100.0 22.7 1,515 5,587 63 1,578 23.2 Pole Reserve Capacity 0.0 300.00 51,602 5.58 77.3 5,285 1,159 119 5,222 76.8 Detailed Lnad Gnm.... W. - Power Height HeighHoriz. Cable Cabo Sag st Cable Lead/Span Span Wire Tension Tandan Offset Wii d Moment (ft) Offset (ft) Oifsd Dtenbter Max Weighs Length Angle Length (lbs) Merrell Momew MemeM' at GL' (in) (in) Temp (in) (n) Temp (lbsi (ft) (deg) (a) 014D) ffili (ft4b) (fti (ftJb) 2.15 ft 0.0 3.66 12.00 f - 2.38 - 47 47 CATV CAW .75 22.46 6.53 1.0700 Secondary DUPLEX 6 A 2826 6.20 0.5370 1.00 0.071 40.0 45.0 40.1 54 -1,691 3 108 -1580 Sectsdary DUPLEX 6 A 2826 6.20 0.5370 1.16 0.071 W.0 180.0 W.1 93 938 2 410 1,3W 25.60 8.85 92.0 0.0 21.00 73.00 12.00 Totals: 7,159 Tdals: -753 5 518 4GO Comm Height Horiz. Cable Sag at Cable Lead/Span Span Wire Tension Tendon Offeet Wind Moment Cylinder (ft) Offset Diameter Max Weigh Length Angle Length (lbs) Momani Maneni Miami at GL' Box Antenna Mount (in) (in) Temp (lbsi (ft) (deg) (a) 3.74 014D) (nae) 014D) (ftJb) Cylinder Pipe Mount 35.00 2.15 ft 0.0 3.66 12.00 12.00 - 2.38 - 47 47 CATV CAW .75 22.46 6.53 1.0700 1.18 0.900 W.0 180.0 W.1 449 3,603 9 493 4,105 CATV CAW .75 22.46 6.53 1.0700 1.01 0.900 40.0 315.0 40.1 259 3,557 15 273 3,844 Cylinder 2' Conduit 25.60 8.85 92.0 0.0 21.00 73.00 12.00 Totals: 7,159 24 766 7,949 GenedcEcluipment Height (ft) Hors. Offset in Offset Angle (deg)tle Roble Angle I Uin Weigh[ lbs Unit Heigh[ in Unit Depth (inl Unit Diamder n Unit Length in Offset Moment' ft -Ib) Wintl MomenC (ftab) ManM at GL• 014b Cylinder Carder Antenna W.W 0.48 180.0 0.0 30.90 24.50 7.00 - 14.W - 618 618 Box Antenna Mount 34.W 2.13 1W.0 0.0 5.14 18.39 9.06 3.74 -- 0 432 432 Cylinder Pipe Mount 35.00 2.15 180.0 0.0 3.66 12.00 12.00 - 2.38 - 47 47 Cylinder VConduit 25.25 11.87 80.0 0.0 194.00 222.00 12.00 - 4.00 - 1,068 717 Cylinder r•Conduit 25.25 6.87 88.0 0.0 65.60 222.00 12.00 - 2.00 - 534 465 Cylinder 2' Conduit 25.60 8.85 92.0 0.0 21.00 73.00 12.00 - 2.00 - 178 1W Box Equipment Endosure 17.83 2029 270.0 0.0 300.00 44.00 20.00 21.00 -- 927 1,254 2,181 Box Surge Suppressar 17.83 26.99 228.8 0.0 300.00 10.43 5.58 9.38 1,159 119 1,278 Tdals: 1,639 0.250 5,889 Use:Dani Azurei OCP 5.03 -hdudes Load Fill Page 2 a 3 x Wast Wnd Per Guy Wire 'Wind At 265.6° Pole ID:Pde96024yplx.pp1x O-Calc®Pro Standard Report Tuesday, September 21, 202111:50 AM Insulator Aftach Enhd Heigh Height Horiz Offset Offset Angle Rotate Unit Might Uric Uric Length Offset Wind M.nM at Height lft) Length (ft) lin) (deg) Ara. fibs) Diameter (in) Moment* Mane r GL• (lbs) Ift) (in) 1%) (lbs) Idag) (lbs) (lbs) W (lbs) ft -Ib ft4b ft -0 Bolt Single Wt 28.30 0.00 180.0 180.0 5.00 3.00 0.00 1 0 1 Balt Single Bot 22.50 0.00 180.0 180.0 5.00 3.00 0.00 1 0 1 -101 -1,642 BAS 3/8 SpanMead 2.30"7 15,400 0.90 13,860 700 Totals: 3 0 3 Guy Wire and Brace Aftach Enhd Heigh Lead(Span Wire Percent Lead Angle Incline Wire Weigh[ Rest Length Stretch Shear Load Moment at Height lft) Length Diameter Solid (deg) Angle (lbs/ft) (ft) Length In Guy Dir At Report Iftl (lbs) Ift) (in) 1%) (lbs) Idag) (lbs) (lbs) 1in1 (lbs) EH5 3/8 Sidewalk 28.30 0.00 5.00 0.375 75.00 2.0 75.9 0.Z 3 37.83 0.33 EH53/8 SpanMead 28.30 35.30 50.00 0.375 75.00 182.0 -8.0 0.273 48.32 0.00 Guy Wire and Brace Elastic Rated Guy Allowable Initial Loaded Maximum Applied Vertical Shear Load Shear Load Moment at (Loads and Reactions) Modllus Tendo saenglh Tension Tension Tension" Tension' Tension' Load In Guy Dir At Report GLI (lbs) 1pd) Strength Factor (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) Angle Ift4 ) expanding -12" -Sal Cl a.3 18.00 (Es) 182.0 40,000 1.00 40,000 0 0 0.0 (pd) (pc0 (lbs) (ft) EHS 3/8 Sidewalk 2.30"7 15,400 0.90 13,860 700 2,267 2,061 1,339 1,299 327 -101 -1,642 BAS 3/8 SpanMead 2.30"7 15,400 0.90 13,860 700 0 0 0 0 0 0 350 (l) fibs) 0.71 22.62 33.65 9.76 Totals: 1,299 327 401 4,292 Anchor/Rod Load Summary Rod Length Lead Length Lead Angle Strength o1 Am hmmod Allowable Max LoeF Load d Pole Max Regniretl AGL (ft) (deg) Assembly Strength Load fibs) MCU' Capacity'($) Morlu of fin) Ice Density Pole Tip (lbs) Factor (lbs) Constant fibs) Section expanding -12" -Sail a.3 18.00 5.00 2.0 40,000 1.00 47500 2,267 1,339 5.7 expanding -12" -Sal Cl a.3 18.00 50.00 182.0 40,000 1.00 40,000 0 0 0.0 Pole Buckling Bucking Buckling Bucking Sodding law. Diameters! Diameterat Morlu of Pete Ice Density Pole Tip Budding Bucking Bucking Constant Column Section Section sucking Tip GL steetidly Density (pcf) Heigh Load Load Load Fad. Height' Height Diameter Diametera fin) (trh) (pd) (pc0 (ft) Capacity Applied of Safely Ift) (% Buckling (in) GL Height Hall Col. Hgt) (1111) (l) fibs) 0.71 22.62 33.65 9.76 10.70 6.69 10.63 1.60ea6 60.00 57.00 34.50 162,032 1643.13 29.41 Use:DanhHo AaureAD OCP 5.03 -hdudes Load Fades) Page 3 d 3 x Wast Wind Per Guy Wire a Wind Al 265.6" O -Calc® Pro Applied Loads Summary Pole Identification: 96024 Report Created: 9/21/2021 File: Pole 96024 pplx.pplx LoadCase NESC 17 (2506) Grade C, Medium (1:0.25in W:4psf) Wind Pressure (psr) 4.00 Wind Angle (degrees) 265.63 Load Height (ft) Force Perpendicular to Wind (lbs) Force Parallel to Wind (lbs) Force Vertical (lbs) 36.5 0 17.27 58.71 34.5 0.58 14.3 16.72 28.3 68.79 22.59 48.98 25.6 0 7.1 39.9 25.25 0 43.17 368.6 25.25 0 21.58 123.5 22.5 342.06 290.21 169.29 17.83 1.22 78.35 1140 0 1.11 9.91 12.25 0 1.4 12.56 11.64 Load Heights SIF Attachmem Points 50 40 d 30 m u_ m = 20 10 0 4.0 -05 00 0.5 1.0 O-Calc@ Pro Capacity Summary Info Pole Identification: 96024 Report Created: 9/21/2021 File: Pole_96024_pplx.pplx bo so 60 '. so 79 " Z0 90 10 ?3. -oW--dMCU O-Calc@ Pro Heat Map View Report Created: 9/21/2021 O -Calc@ Pro Schematic View Pole Identification: 96024 Report Created: 9/21/2021 File: Pole_96024_pplx.pplx GALTRONICS GQ2412-06613 Pipe Mount Top Pole Mount 4 - 28.3' (339.6") EHS 3/8 Sidewalk 28.3 R height EHS 3/8 Span/Head Guy 28.3 R hgt Secondary 45° 40' 0.537" Voff=-0.5 (DUPLEX 6 AWG) Secondary 180° 50'0.537" Voff=-0.5 (DUPLEX 6 AWG) - 2" Conduit CAN 3150 40' 1.070" Voff=-0.5 Surge Suppressor SHEET:I DESCRIPTION: T1 I TITLE SHEET TC1 I VEHICULAR TRAFFIC CONTROL PLAN TC2 I PEDESTRIAN WORK SAFETY PLAN TEMPORARY TRAFFIC CONTROL PLAN SITE NAME: CRAN RWOR E0002 01 1 SITE ADDRESS: 2184 YOLANDA AVE. PROJECT CONTACTS AT&T CONSTRUCTION MANAGER: A&E MANAGER: CONTACT: CHARLIE PITT J5 INFRASTRUCTURE PARTNERS EMAIL: cp1261Qatt.com CONTACT: JOSH MALBERG PH: 971-295-6924 EMAIL: jmalbergQj5ip.com PH: (208) 316-1897 AT&T PROJECT MANAGER: PROJECT MANAGER: CONTACT: WENDY LONG J5 INFRASTRUCTURE PARTNERS EMAIL: wl729kQatt.com CONTACT: MARTHA MILLER PH: (206) 321-1116 EMAIL: mmillerQj5ip.com PH: (510) 325-3362 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. I10. 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). 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. SPRINGFIELD, OR 97477 LOCATION MAP rlayde Bridge Rd +aydw, arca. 11,49e Ad s � Al z €l Band, Pi i Associated _ Business Systems r so Vkw pie V ffli N AVC Vewmoat Ave Vrewrmoml A" v 3 so v Bi50dWAMHit cry .S1 eiarpnglgo Ave The Stove Docla air.+.. Yolanda uapopesr ElememarySchool � ceniwwrr ss A Hettrich Outfitter z Ea ig YelaeMa Ave YoiarnM Awa Y°lamda Ave z Ydanda Ave Yalanda Are Beggs Middle School pEumeral Da ZONA' n z i � plru Si s X' raer! Bridge Rd ® Hayden Badge Rd orr° s' u w Oxford -Nouse Clarity NORTH PREPARED FOR: 16331 NE 72ND WAY REDMOND WA 96052 PLANS PREPARED BY: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 Sheet Title: TITLE SHEET Address: IN THE PUBLIC R.O.W. 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Number: Rev: T10 1 of 3 SIGN SPACING AND BUFFER LENGTHS (LENGTHS IN FEET) (OTTCH-v201 1) POSTED SPEED SPACING BETWEEN SIGNS "BUFFER" LENGTH A B C 20 100 100 100 350 50 25 75 30 100 35 350 350 125 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 'W SIDEWALK O BIM I NE WORK AHEAD 125 a 0 WORK D/W SPEED uuir 35 LANE CLOSED 350' 350' NORTH n5M SIDEWALK D/y YOLANDA AVE l TRAFFIC CONTROL LEGEND LANE ° 0 0 INDICATOR SPEED 40 ROAD SPEED 00000 PCMS ® BARRIER WORK AREA mTRAFFIC SIGNAL 4;° RDAD TRAFFIC WORK CONTROL AHEAD 30'-0" 0 30'-0" VEHICULAR TRAFFIC CONTROL PLAN SIGN 18' 6' SCALE: 1" = 30'-0" TRAFFIC SIGN 16331 NE 72ND WAY REDMOND WA 96052 PLANS PREPARED BY: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 J5 PROJECT ID: P-054467 Fh;et Title: VEHICULAR TRAFFIC CONTROL PLAN Address: IN THE PUBLIC R.O.W. 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 Sheet Number: Rev: 2 of 3 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 NOTE: MAINTAIN S PEDESTRIAN WALKWAY AT ALL TIMES & PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK AREA DURING ALL WORK HOURS. SIDEWALK I D/W 24x12 TYPE "W1" (MOUNT ON B(II)LR) (2 REGO.) SIDEWALK CLOSED O/W 24x18 TYPE "W1" (MOUNT ON B(II)R) SIDEWALK CLOSED AHEAD 4— CROSS HERE R9 -11A 30'-0" 0 30'-0" SCALE: 1" = 30'-0" PEDESTRIAN WORK SAFETY PLAN NORTH TRAFFIC CONTROL LEGEND LANE 0 0 INDICATOR SPEED 40 ROAD SPEED ® BARRIER 16331 NE 72ND WAY REDMOND WA 96052 PLANS PREPARED BY: 15 INFRASTRUCTURE 2030 MAIN ST. SUITE 200 IRVINE, CA 92614 Sheet Title: PEDESTRIAN WORK SAFETY PLAN Address: IN THE PUBLIC R.O.W. 2184 YOLANDA AVE. SPRINGFIELD, OR 97477 mTRAFFIC SIGNAL ROAD TRAFFIC WORK CONTROL Sheet Number: Rev: AHEAD SIGN M T 0 TRAFFIC SIGN 3 of 3