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HomeMy WebLinkAboutApplication Applicant 8/4/2023City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 SPRINGFIELD W #A, Low Visibility, Stealth and Small Wireless Telecommunication Facilities - Minimum Development Standards - Type 1 Required Project Information (Applicant: complete this section) Applicant Name: T -Mobile West, LLC Phone: 503-505-4617 Company: E-mail: anna.brunkenhoefer@ Address: 960 NE ALDERWOOD ROAD, PORTLAND, OR 97002 smarU in group.com Applicant's Rep.: Anna Brunkenhoefer, Smartlink LLC Phone: 503-505-4617 Company: SMARTLINK E-mail: anna.brunkenhoefer@ Address: 11044 SW Davos Lane, Wilsonville, OR 97070 Pro ert Owner: Phone: 503-505-4817 Company: Peterson Machinery Co E-mail: Address: 955 Marine Blvd, San Leandro, CA 94577 ASSESSOR'S MAP NO: 0582096 TAX LOT NOS : 803031300400 Property Address: 2205 Henderson Ave, Eugene, OR 97403 Nearest Intersection : Henderson & E. 22nd Ave. ROW ❑ Private Property Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Install an emergency back-up 501<W diesel generator on existing equipment pad and ins a u oma is rans er Switch on existing 11 -frame a existing callsite. ExistingUse: 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: 4/26/2023 Signature Print If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. Please see attached Consent letter Date: Signature Please see attached Consent letter Print I prepared the attached plot plan and that it contains the information specified in the submit checklist. I certify that the plot plan is accurate based upon field locates and the best rmation. I understand that City staff will rely upon the plot plan in making any decisions Minimum Development Standards application. I accept full responsibility and liability in the ere are any omissions, mistakes, or inaccuracies in the plot plan. Plot Plan Preparation: Date: Plot Plan Preparer Signature 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 MINIMUM DEVELOPMENT STANDARDS —TWE I PO08115A -Generator installation T -Mobile West, LLC c/o Smartlink, LLC April 26, 2023 1. PROPOSAL SUMMARY INFORMATION APPLICANT: T -Mobile West, LLC 960 NE Alderwood Rd Portland, OR 97002 REPRESENTATIVE: Smartlink, LLC Anna Brunkenhoefer Anna. brunke nhoefer(a@smartlinkerouo.com 503-505-4817 SITE ADDRESS: 2205 Henderson Ave Eugene, OR 97403 FACI LITY OWNER: Global Signal Acquisitions IV LLC,a Delaware limited liability company 2000 Corporate Drive, Canonsburg, PA 15317 Joe Ziegler, 724-862-7003, Joseoh.ZiealerC@crowncastle.com REQUEST: Type 1 Application for minor modifications to the current existing ground equipment inside of a fenced wireless facility to install an emergency back-up power generator on existing equipment pad and install an Automatic Transfer Switch to the existing H -frame. SITE DESCRIPTION: Tax Lot: 803031300400 Tax Account: 0582096 Township: 18S Range: 3W Section: 3 ZONING DESIGNATION: Light -Medium Industrial PROJECT DESCRIPTION T -Mobile West, LLC recently acquired Sprint, and is in the process of converting many of the existing former Sprint sites into T -Mobile sites, including this one. The proposal is as follows: Ground Equipment: Install (1) emergency back-up diesel generator on an existing equipment pad and install (1) Automatic Transfer Switch on existing H -frame. Tower Equipment: No proposed tower work. Application Submittal Requirements. All applications for a WTS facility must provide the following reports, documents or documentation: (a) Narrative. The application must 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. Response: The current proposal includes the installation of an emergency back-up generator on the existing equipment pad and automatic transfer switch on the existing H -Frame. Please see responses below. (b) Geographic Service Area. Except for small wireless facilities, the applicant must 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 must describe how this service area fits into and is necessary for the service provider's service network. Response: Not applicable. This proposal does not involve anew tower. This proposal includes a minor modification to an existing WTS. (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 engineers report, reasons for not collocating must be provided demonstrating at least one of the following deficiencies, except for small wireless facilities which must meet the requirements in SDC 4.3.145(F)(28)(k), upon report of an engineer or other qualified individual: Response: Not applicable. This proposal does not involve a new tower. This proposal includes a minor modification to an existing WTS, where T -Mobile proposed to collocate equipment. (d) Plot Plan. A plot plan showing: the lease area, antenna structure, height above grade and setback from property lines, equipment shelters and setback from property lines, access, 2205 Henderson Ave, Eugene, OR 97441— P008115A Mt. Vernon the connection point with the land line system, and all landscape areas intended to screen the WTS facility. Response: Drawing sheets A-1 (OVERALL SITE PLAN) and A-2 (ENLARGED SITE PLAN) reflect the conditions at the facility. T -Mobile's proposed upgrade of the existing equipment will not impact any existing conditions on the property. (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. Response: Not applicable. No changes to antennas and/or emissions associated with this ground -work only project. (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. Response: T -Mobile offers cellular and broadband services. (g) Provider Information. Identification of the provider and backhaul provider, if different. Response: Comcast is the fiber provider. (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. Response: The site is designated as Light Medium Industrial. Per the Springfield Comprehensive Plan, the site is part of the Urban Growth Boundary and included in a Refinement Plan Area. (i) 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. Response: Not applicable. This proposal does not involve anew tower. This proposal includes a minor modification to an existing WTS. 0) 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: Response: Not applicable. This proposal does not involve anew tower. This proposal includes a minor modification to an existing WTS that is not located in a Public Right -of --Way. 2205 Henderson Ave, Eugene, 0R 97441— POOR I15A Mt. Vernon GENERAL STANDARDS SDC 4.3.145 (1) Design for Co -Location. All new towers must be designed to structurally accommodate the maximum number of additional users technically practicable. Response: Not applicable. This proposal does not involve a new tower. This WTS is already a coloration tower. This proposal includes a minor modification to an existing WTS, specifically the installation of an emergency back-up generator and an automatic transfer switch. The proposed equipment installation will not increase the footprint of the facility or defeat any concealment efforts. (2) Demonstrated Need for New WTS Facilities. Except for small wireless facilities, applications must 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. Response: Not applicable. This proposal does not involve a new WTS facility. This proposal includes a minor modification to an existing WTS, specifically the installation of an emergency back-up generator and an automatic transfer switch. The generator installation will not increase the footprint of the facility or defeat any concealment efforts. (3) Lack of Coverage and lack of Capacity. Except for small wireless facilities, the application must demonstrate that the gap in service cannot be closed by upgrading other existing facilities. In doing so, evidence must 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 must further justify why other methods for improving service capacity are not reasonable, available or effective. Response: Not applicable. This proposal does not involve a new WTS facility. This proposal includes a minor modification to an existing WTS. (4) Identify the Least Intrusive Alternative for providing Coverage. Except for small wireless facilities, the application must 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. SDC 4.3.145(F)(5) defines the type of WTS facilities that are allowed in each zoning district. Response: Notapplicable. This proposal does not involve anew WTSfacility. Thisproposal includes a minor modification to an existing WTS. 2205 Henderson Ave, Eugene, 0R 97441— P008115A Mt. Vernon (5) Location of WTS Facilities by Type. SDC 4.3.145(E) defines various types of WTS facilities by their visual impact. These are: high visibility, moderate visibility, low visibility and stealth facilities. Table 4.3.2 lists the type of WTS facilities allowed in each of Springfield's zoning districts. Response: The WTS in question is a high visibility facility (monopole). The location of the WTS in question is zoned for Light -Medium Industrial which permits a high visibility site. (6) Maximum Number of High Visibility WTS Facilities. No more than 1 high visibility facility is allowed on any 1 lot/parcel. Response: The subject WTS is the only high visibility facility on the lot/parcel. (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 SDC 4.3.145(F)(2), (3), and (4) by the Approval Authority. Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS. (8) WTS Towers Adjacent to Residentially Zoned Property. In order to ensure public safety, all towers located on or adjacent to any residential zoning district must 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 is measured from that part of the WTS tower that is closest to the neighboring residentially zoned property. Response: Notapplicable. This proposal does not involve anew WiSfacility. Thispmposol includes a ground -work only, minor modification to an existing WTS. (9) Historic Buildings and Structures. Except for small wireless facilities, no WTS facility is 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 SDC 3.3.900. Response: Not applicable. This proposal does not involve any historic buildings or structures. (10) Equipment Location. The following location standards apply to WTS facilities, except for small wireless facilities: (a) No WTS facility may be located in a front, rear, or side yard building setback in any base zone and no portion of any antenna array may extend beyond the property lines; (b) Where there is no building, the WTS facility must be located at least 30 feet from a property line abutting a street; 2205 Henderson Ave, Eugene, OR 97441— P008115A Mt. Vernon (c) For guyed WTS towers, all guy anchors must be located at least 50 feet from all property lines. Response: Notapplicable. This proposal does not involve anew WTSfacility. Thisproposal includes a minor modification to an existing WTS The generator is being installed on an existing equipment pad and the switch is being installed on an existing H frame. The installation of the generator and Automatic Transfer Switch will not increase the size of the facility or defeat any concealment efforts. (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 requires approval through a Type 3 review process, subject to the approval criteria specified in SDC 4.3.145(1). Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS No tower work is proposed. (12) Accessory Building Size. All accessory buildings and structures built to contain equipment accessory to a WTS facility cannot 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 Type 3 process. Response: Not applicable. This proposal does not involve a new accessory building. (13) Visual Impact. Except for small wireless facilities, which must meet the requirements of subsection (F)(28), all WTS facilities must be designed to minimize the visual impact to the greatest extent practicable by means of placement, screening, landscaping, and camouflage. All facilities also must be designed to be compatible with existing architectural elements, building materials, and other site characteristics. The applicant must use the least visible antennas reasonably available to accomplish the coverage objectives. All high visibility and moderate visibility facilities must be sited in a manner to cause the least detriment to the viewshed of abutting properties, neighboring properties, and distant properties. Response: Not applicable. This proposal does not involve a new WTS facility. This proposal includes a minor modification to an existing WTS No tower work is proposed. No concealment efforts will be defeated by the installation of the generator on the existing equipment pad. (14) Minimize Visibility. Colors and materials for WTS facilities must be nonreflective and chosen to minimize visibility. Facilities, including support equipment and buildings, must be painted or textured using colors to match or blend with the primary background, unless required by any other applicable law. Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS No concealment efforts will be defeated by the installation of the generator on the existing equipment pad. 2205 Henderson Ave, Eugene, 0R 97441— P008115A Mt. Vernon (15) Camouflaged Facilities. All camouflaged VJtS facilities must be designed to visually and operationally blend into the surrounding area in a manner consistent with existing development on adjacent properties. The facility also must be appropriate for the specific site. In other words, it must not "stand out' from its surrounding environment. Response: Not applicable. This proposal does not involve a camouflaged facility. (16) Facade -Mounted Antenna. Facade -mounted antennas must be architecturally integrated into the building design and otherwise made as unobtrusive as possible. If possible, antennas must be located entirely within an existing or newly created architectural feature so as to be completely screened from view. Facade -mounted antennas must not extend more than 2 feet out from the building face. Response: Not applicable. This proposal does not involve any facade -mounted antennas. (17) Roof -Mounted Antenna. Roof -mounted antennas must be constructed at the minimum height possible to serve the operator's service area and must 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. Response: Not applicable. This proposal does not involve any roof -mounted antennas. (18) Compliance with Photo Simulations. Asa condition of approval and prior to final staff inspection of the VJtS facility, the applicant must submit evidence, e.g., photos, sufficient to prove that the facility is insubstantial conformance with photo simulations provided with the initial application. If the WTS facility does not comply with the photo simulation, the applicant must complete require any necessary modification to achieve compliance within 90 days of being notified by the Director. Response: Not applicable. Photo Simulations are not being provided as this proposal does not involve a new WTS facility. This proposal includes a minor modification to an existing KITS. (19) Noise. Noise from any equipment supporting the VVrS facility must comply with the regulations specified in OAR 340-035-0035. Response: Not applicable. Per OAR 340-035-0035 (5)(a), Emergency equipment not operated on a regular basis or scheduled basis is exempted from the noise regulations. The subject proposal involves the installation of an emergency back-up generator and automatic transfer switch. (Generators are tested hi-weeklyfor 15 minutes to ensure they are functional should an emergency occur.) (20) Signage. No signs, striping, graphics, or other attention -getting devices are permitted on any VJtS facility except for warning and safety signage that must: 2205 Henderson Ave, Eugene, OR 97441— PO08115A Mt. Vernon (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. Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS. Any necessary signage will meet the applicable requirements. (21) Traffic Obstruction. Maintenance vehicles servicing WTS facilities located in the public or private right-of-way may not park on the traveled way or in a manner that obstructs traffic. Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS that is not located in a public or private fightrof--way. (22) Parking. No net loss in required on-site parking spaces may occur as a result of the installation of any WTS facility. Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS. The existing site has adequate space for parking outside of the compound. (23) Sidewalks and Pathways. Cabinets and other equipment must not impair pedestrian use of sidewalks or other pedestrian paths or bikeways on public or private land. Response: Not applicable. This proposal does not involve a new WTS facility. This proposal includes a minor modification to an existing WTS The WTS does not impair pedestrian use of any nearby sidewalks, paths or bikeways. (24) lighting. WFS facilities must 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 will review any available alternatives and approve the design with the least visual impact. All other site lighting for security and maintenance purposes must be shielded and directed downward, and must comply with the outdoor lighting standards in SDC 4.5.00 unless required by any other applicable law. Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS No tower work proposed for this ground -work only proposal. (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, must be provided in the landscape setback. Shrubs must be of a variety that can be expected to grow to form a continuous hedge at least 5 feet in 2205 Henderson Ave, Eugene, OR 97441— PO08115A Mt. Vernon height within 2 years of planting. Trees and shrubs in the vicinity of guy wires must 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 SDC 4.4.100 apply. Response: Not applicable. The installation of the generator on an existing equipment pad and the installation of the Automatic Transfer Switch on the existing H -Frame will not affect any of the landscaping at the site nor will it defeat any concealment efforts. (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. Response: Not applicable. This proposal does not involve anew WTS facility. This proposal includes a minor modification to an existing WTS. (27) Speculation. No application will 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. Response: Not applicable. The is an existing WTS, additionally T -Mobile is service carrier. (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: Response: Not applicable. The existing WTS is neither a small wireless facility nor is it located in the Public Rightrof-Way. 2205 Henderson Ave, Eugene, OR 97441— PO08115A Mt. Vernon DocuSign Envelope ID: 054A9AOT-3445iE48-8CFC-3E3DAF7271F63 V CROWN v CASTLE GLOBAL SIGNAL ACQUISITION Sot N. Cattleman Rd Sarasota, FL 34232 Phone: 3025 Highland Pkwy Suite 510 :mai is Downers Grove, It 60515 Komai.rahi rg« °m ncasue. com an.pa��e.. VIA: email <Joe.Ziegler@crowncastle.com> RE: BU* 879541/MT. VERNON Site Address: 230o HENDERSON RD., EUGENE, OR 97441 Dear Joe Ziegler, I am reaching out to you on behalf of Global Signal Acquisitions II LLC ("Lessee") to obtain your consent as may be required by the Lease. To better serve the public and minimize the number of tower; in an area where this property is located, T - Mobile intends to modify its equipment at the wireless communication facility (the "Modification"). Under the Lease, Landlord's consent cannot be unreasonably withheld, conditioned or delayed. Please provide your consent on or before April 28, 2023 by signing below and returning to Ko mal.Tahir@crowncastle. com so that we may install T -Mobile's equipment as permitted under the Lease. If you have any questions concerning this request, please contact Kemal Tahir at Komal.Tahir@crowncastle.com Sincerely, Kemal Tahir Real Estate Specialist II TMO APP 579409 Agreed and accepted 4/21/2023 1 1:58:06 PM EDT Docusigned by: (Date) -bq 6.. (Lessor's signature) Real Estate Specialist III Global Signa�uisitions IV- LLC (Lessor's name and title) T—MOBILE SITE NUMBER: P008115A T—MOBILE SITE NAME: MT VERNON SITE TYPE: MONOPOLE TOWER HEIGHT: 150'-0" T -MOBILE PROJECT: NSD, ANCHOR SITE INFORMATION SITEADDRESS: 2ID5HENDER80NAVE PROPOSED USE: EUGENE, OR 97H1 COUNTY: LANE IATITUDE(NAMU U- Q? 09317- N(44M5B2Z=) LONGITUDE(N4 W3): 123-D21833' W (-I23.03SIM)W) GROUND ELEVATION (NAVMU 352L5 AMSL . URISDIGNM CITYOFSPRINGFIELD APIA: 0582104 ZONING : UMI OCCUPANCYCLASSIFKATION: U I LEGAL DESCRIPTION: SEESHEEf A-1 TYPEOFCONSTRUCTGN: V -B PROPOSED USE: UMAAMNED TELECOMMUNICATINS CITY, STATE, ZIP FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR COMPANY HUMAN HABITATION. HANDICAPPED ADDRESS ACCESSNOTREOUIRED. CONPANY PETER�N MACHINERY CO ADDRESS RSS MARINA BLVD CITY, STATE, ZIP SAN LEANDRO, CA 9�7 TOWEROPERATOR PORTLAND, OR MM COMPANY CROWN CASTLE USA, WC ADDRESS 1505 WESTLAKE AVE N, SUITE 900 CITY, STATE, ZIP: SEATTLE, GA 981 OR APPLICANT: PROJECTTEAM COMPANY: T AOBILE ADDRESS: 833 NE HOLIADAY ST CITY, STATE, ZIP: PORTLAND, OR MM CONTACT: GERI ROPER PHONE_ (3W)807-7230 EMAIL: IIIIN 4�mabile.can COMPANY: OAARTLNIC ULC CONTACT: DAN DNTON PHONE: (57)7563888 E-MAIL: tl iltlrlL a—ilnk9rapcm CONSTRUCTION MANAGEMENT: PROJECTTEAM ARCHITECTURAL & ENGINEERING: COMPANY: INFINIGY ENGNERNG, PLLC CONTACT: ALEWNDREMATCUT Ei AIL: mYatoiAn y— COMPANY: OAARTLNIC ULC CONTACT: DAN DNTON PHONE: (57)7563888 E-MAIL: tl iltlrlL a—ilnk9rapcm CONSTRUCTION MANAGEMENT: COMPANY: CROWN CASTLE USA, NC. ADDRESS: 150SWESTLAKEAVEN,SUITEWO CITY, STATE, ZIP: SEATTLE, WA 5109 CONTACT: ERIC OSLUND PHONE: H503)887-0000 `E-MAIL: mco9und®crmvrcatle.can APPROVALS THE FOLLOVMG PARTIES HERESY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED Mv1Tl CONSTRUCTION AS DESCRIBED HERON. ALL CONSTRUCTION MCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT& ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. APPROVAL: SIGNATURE: DATE: PROJECTMANAGE SITEACOJISITION CONSTRUCTION MANAGER SITEOGNER RF ENGINEER F \ DEVELOPMENTMANAGER W CNSTRUCTpNMANAGE E OPS MANAGER } RMULATORYREVIEW PROJECTMANAGER I CROWN CASTLE BU #: SITE ADDRESS: COUNTY: JURISDICTION: LAT: 440 02'09.30" N 879541 2205 HENDERSON AVE EUGENE, OR 97441 LAN E CITY OF SPRINGFIELD LONG: 1230 02' 18.30" W VICINITY MAP A, . �r•memwcolmnno� L. T .Q .vpenraodrvALpeQ cu..oac.e.spal TURN LEFT ONTO NE 9TH AVE, TURN LEFT ONTO NE MULTNOMAH ST, TURN RIGHT CMO OR -W E/NE GRAND AVE, TURN LEFT ONTO NE BRO LEFT CMO N VANCOUVER AVE, TAKE THE SLIP ROAD ON THE LEFTAND FOLLOW SIGNS FOR 1-5 SCUTA, HEAD RICAITON THESUP ROAD To BLVD /SPRINGFIELD, TURN RIGHT ONTOGLENWOOD DR TOWARDS GLEN WOOD BLVD / SPRNGFIELD, TURN RMAIT CMO GLENGCOD BLVD, E 22ND AVE, TURN RIGHT ONTO HENDERSON AVE, ARRIVE AT 2205 HEN GERSON AVE, EUGENE, OR OUt PROJECT DESCRIPTION T -MOBILE PROPOSES TO COLLOCATE ON AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY AS FOLLOWS: TOWER SCOPE OF WORK: • NOTOWERSCOPEOFWORKATTHISTME GROUNDSCOPEOFWORK: • INSTALL A SOON DIESEL GENERATOR ON EXISTNG CONCRETE PAD • INSTALLD'ATSONEXISTIWH-FRAME DESIGN IS BASED ON: CROWN CASTLE APPLICATION ID WA, REV. MM REDS VERSON N/A, DATED WA (CON FIG. N/A) THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF M UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T -MOBILE IN ACCORDANCE WTH THE PROVIDED SCOPE OF WORK, INCORPORATED N THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED & SIGNED, &ACCOMPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER. CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED N ACCORDANCE MATH THE CURRENT EDITIONS OF THE FOLLOWING CODE AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PUNS IS TO BE CONSTRUED TO PERMIT WORK NOT CLW FORMING TO THE LATEST EDITIONS OF THESE CODE. 1. M190REGGN STRUCTURALSPECIALTYCODE(OSSC) 2. Ml OREGON MECHANICALSPECNLTYCODE(OMSC) 3. 2019OREGON FIRECODE(OFC) 4. ==OREGON PLUMBING SPECIALTYCODE(OPSC) 5. =1 OREGON ELECTRICAL SPECIALTY CODE(OEC) 8. = OREGON ENERGVEFFICIENCYSPECIAUTYODDE(OESC) 7. TIA-EN-222H OR LATEST EDITION & NFPA 780- LIGHTNING PROTECTION CODE 9. LOCAL AMEN DMENTS TO THE ABOVE MERE APPLICABLE 10. CITY/COUNTY ORDINANCES 11. LIFE SAFETY CODE NFPA-101 T Mobffe &A] NE HCW DAY ST PORTLOND,OROI2A2 CROWN v CASTLE 1505 W ESTVHE AVE N, SURE N]0 SEATTLE, WA W I W INFINIGY8 FROM ZERO TO INFINIGY Mw wKAldlrs w wW�ss BELLEVUE, WA 98304 T -MOBILE SITE: P008115A MTVERNON CROWN CASTLE SITE: 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE DRAWINGS ISSUED FOR SITE .w...oOQa�m.m... rr F \ } Qsrwm�rtoaww+uh i\ .x�TANHnv� e `�... Qxmkini Qwen ven+cav N � r 111. P, .vnxxQ •xo uleuno 3 [ �a �p t )\ TURN LEFT ONTO NE 9TH AVE, TURN LEFT ONTO NE MULTNOMAH ST, TURN RIGHT CMO OR -W E/NE GRAND AVE, TURN LEFT ONTO NE BRO LEFT CMO N VANCOUVER AVE, TAKE THE SLIP ROAD ON THE LEFTAND FOLLOW SIGNS FOR 1-5 SCUTA, HEAD RICAITON THESUP ROAD To BLVD /SPRINGFIELD, TURN RIGHT ONTOGLENWOOD DR TOWARDS GLEN WOOD BLVD / SPRNGFIELD, TURN RMAIT CMO GLENGCOD BLVD, E 22ND AVE, TURN RIGHT ONTO HENDERSON AVE, ARRIVE AT 2205 HEN GERSON AVE, EUGENE, OR OUt PROJECT DESCRIPTION T -MOBILE PROPOSES TO COLLOCATE ON AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY AS FOLLOWS: TOWER SCOPE OF WORK: • NOTOWERSCOPEOFWORKATTHISTME GROUNDSCOPEOFWORK: • INSTALL A SOON DIESEL GENERATOR ON EXISTNG CONCRETE PAD • INSTALLD'ATSONEXISTIWH-FRAME DESIGN IS BASED ON: CROWN CASTLE APPLICATION ID WA, REV. MM REDS VERSON N/A, DATED WA (CON FIG. N/A) THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF M UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T -MOBILE IN ACCORDANCE WTH THE PROVIDED SCOPE OF WORK, INCORPORATED N THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED & SIGNED, &ACCOMPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER. CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED N ACCORDANCE MATH THE CURRENT EDITIONS OF THE FOLLOWING CODE AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PUNS IS TO BE CONSTRUED TO PERMIT WORK NOT CLW FORMING TO THE LATEST EDITIONS OF THESE CODE. 1. M190REGGN STRUCTURALSPECIALTYCODE(OSSC) 2. Ml OREGON MECHANICALSPECNLTYCODE(OMSC) 3. 2019OREGON FIRECODE(OFC) 4. ==OREGON PLUMBING SPECIALTYCODE(OPSC) 5. =1 OREGON ELECTRICAL SPECIALTY CODE(OEC) 8. = OREGON ENERGVEFFICIENCYSPECIAUTYODDE(OESC) 7. TIA-EN-222H OR LATEST EDITION & NFPA 780- LIGHTNING PROTECTION CODE 9. LOCAL AMEN DMENTS TO THE ABOVE MERE APPLICABLE 10. CITY/COUNTY ORDINANCES 11. LIFE SAFETY CODE NFPA-101 T Mobffe &A] NE HCW DAY ST PORTLOND,OROI2A2 CROWN v CASTLE 1505 W ESTVHE AVE N, SURE N]0 SEATTLE, WA W I W INFINIGY8 FROM ZERO TO INFINIGY Mw wKAldlrs w wW�ss BELLEVUE, WA 98304 T -MOBILE SITE: P008115A MTVERNON CROWN CASTLE SITE: 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE EL..sLE. TITLE SHEET N ,ET 1 RE I- DRAWINGS ISSUED FOR EL..sLE. TITLE SHEET N ,ET 1 RE I- A. GENERAL 1. ALL PAINT PRODUCT LINES SMALL BE SHERWIN WILLIAMS UNLESS SPECIFICALLY NOTED OTHERWISE BYT-0gBILE. 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 3. WMPLY W1TH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME BETWEEN MATS WITH PROVISIONS AS RECOMMENDED CONDITIONS. J. FHL SH COLOR AND TEXTURE OFALL PANTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED BYT-MOBILE. S. ALL PAINT MATERIAL DATA SH PETS SHALL BE PROVIDED TOTHE TMOSILECONSTRUCTKNN MANAGER. & PREPARE PREVIW SLY PANTED SURFACE BY LIGHT SANDING WITH <M GRIT SANDPAPER AND MMNHYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANNG N T. PUNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILITIES. 8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLYMATERIALTO ACHIEV EA COATING NO THINNER THAN THE DRY FILM THICKNESS NDICATED. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK COMETRUCTIONANDENSURECCM WITH FORMS COMPLETELY FILLED. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS IWLUDNG INADEQUATE COVERAGE AS DIRECTED BY THE T -MOBILE CONSTRUCTION MANAGER. REPAINT AS NECESSARYTO ACHIEVE SURFACES N TT ARE SMOOTH, EVENLY COATED WTH UNIFORM SHEEN AND FREE FROM BLEMISHES. B. PAINTINGSMPE 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH THE COATING SYSTEM INDICATED. PAINTING ORE GO SURFACE TO BE PAINTED COATING PAINT NOT MIA SYSTEM PANT BTS UNIT X ��CKETS, MOUNTING MD ASSOCIATED �RACKETS ARDWARE CABLE AND CABLE SEE SEE �.VERS EXPOSED TOVIEW, PLANE PLAINS AN OFFS TC NO MER METAL SURFACES X INCRETE BLOCK AND ;EMENTIOUS TYPE FINCH X ITYWOOD, LUMBER AND MOD RIM INCLU DING THE BACK SIDE X IF ALL SCREEN MULE .�.RETE POLES 2 1 PAINT SPECIFICATIONS C. COATING SYSTEM SPECIFICATIONS 1. DW ACRYLICCOATNG(SERIES BB5) BY SHERWN WILLIAMS CO. IMIL DFT PER COAT APPLIED IN TWO COATS OVER DW BONDING PRIMER (B56450). 2. 100% ACRYLIC, IATIX COATING EW TALENT TO A-103 (SERIES A42) BY SHERWN WILLIAMS W.1 MIL DFT PER COATAPPLIED IN TWO COATS OVER SPECIFIED PRIMER. D. PANT&PRMER ANTMN EAS • PRIMER: MEN AWA E81-WUS • TOPCOAT:COROTHANEII1385WMMOV22 BTS CABINET •PRIMER: KEM AWA E81-WUS • TOPCOAT: COROTHANE II 385WMMMV22 COAXIAL JUMPER CABLES • PRIMER: AS REWIRED FOR ADHESION. APPLY ME COATOF KRA AQUA WATER REDUCIBLE PRIMER E81 W25 REDUCED 25% • TOPCOAT:2MATSMROTANEIIPOLYURETHME BBNJ20dBMJ2 RAW STEEL • PRIMER: KENT BOND HS EMMA, DMTACRYLIC PRIMER • TOPCOAT:200ATSCOROTANEIIPOLYURETHANE B85WMLBMV2 GALVANQED METAL • ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GA VITE HIGH SOLIDS OR DW PRIMERIFNISH) STAINLESS STEEL • PRIMER: OTM WASH PRIMER, 871Y1 • TOPCOAT:2MATSMROTVNEIIPOLYURETHANE B85GLMBMJ2 PRE -PRIMED STEEL • TOUCH UP MY RUSTOR UN -PRIMED STEEL HATH KEM BONDHS. SWGD4 ALUMINUM &MPPER • PRIMER: DTMGASHPRlMER,B71YI • TOPCOAT:2WATSMROTHANEIIPOLYURETHANE B85WMLBMJ2 CONCRETEMASONRY • PRIMER: PRO MAR EXTERIOR BLOCK FILLER • TOPCOAT:2 COATS A-100LATEXHWSE&TRIM, SHEEN TO MATCH CONCRETE STUCCO (EXISTNG) • 2COATS A-100 LATEX HOUSE &TRIM, SHEEN TO MATCH STUCOO • PRIMER: PRO MAR MASONRYCONDITIONER B-IB-WI1OM • TOPCOAT: SUPERPANTA-M SERIES Ad9 SATIN A4A GLOSS WOOD • PRIMER:A-100IXTERIORALKYDWO09DPRIMER Y-2<WM • TOPCOAT:2 COATS A-100 LATEXHWSE&TRIM SHEM 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT AMI "GENERAL CONDITIONS OF TIE CONTRACT FOR CONSTRUCTION' ARE INCLUDED N TI ESE SPECIFICATIONS AS IF COMPLETELY REPRODUCEDHEREN. 2. TI IS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA ACCESS REQUIREMENTS 3. PRIOR TO SJBMISSKNN OF BIDS, THEWNTRACTORS PARTICIPATING SHALL VBITTHEJOB SITE WITH THE CONSTRUCTION AND CONTRACT DOWMENTS TO CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SMALL IMMEDIATELYNOTIFY N WRITING, THET-MOBILE CONSTRUCTION MANAGER AND THEARCHITECT. J. IN TH E EVENT OF DISCREPANCIES WITHIN THESE DRAWNGS, THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE NARK IN THE BID, UNLESS SPECIFICALLYDIRECTED OTHERWISE BY T -MOBILE. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCH ITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BEHELD RESPONSIBLE FOR ALL COSTS NCU FRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC RURPOSES ONLY. FIW RED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS . CONTRACTOR SHALL CHECK THEACWRACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY LOOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANYCONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSKNNS HAS BEEN VERIFIED AGANSTACTUAL FIELD DIMENSKNNS. 8. THECCNTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS T. CONTRACTOR SHALL NOTIFY THE T -MOBILE CONSTRUCTION MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED IMPRACTICAL, UN SJ FABLE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CU STOMARY TRADE PRACTICE IF WORK IS PERFORMED, IT WILL BE ASSU MED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO SOW THE END RESULT OF T E DESIGN. MINOR MODIFICATIONS MAYBE REWIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PARTOF THE WORK. 8. EXISTING ELEVATIONS AND LOCATIONS SHALLBE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION .IF THEY DIFFER FROM THOSESHONN M THE PLANS, THE CONTRACTOR SHALL NOTIFYTHE T -MOBILE CONSTRUCTION MANAGER PND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE NARK 9. TH E CONTRACTOR SHALL VERIFY ALL TELEPHONE& RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE, N STALLATION AND FINAL LOCATIONS WITH T -MOBILE CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH ERICSSON RADIO SYSTEMS. 10. ALL SYMBOLS& ABBREVIATIONS U SED ON THESE DRAWNGS ARECONSIDERED CONSTRUCTION STANDARDS. IFTHECCNTRACTOR HAS QUESTIONS REGARDNG THEIR EXACT MEANNG, THETMOBILE CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE 11. THECCMRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THECOSTOFT ENARKTOT MOBILE. 1 1 GENERAL SPECIFICATIONS 12. THE CONTRACTOR SHALL PROVIDECONTNUMJS SUPERVISION AND DIRECTALL WORK VWILE MY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS OR HER BEST SKILL AND ATTENTON. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIOUES, PROCEM RES, SEQUENCES, AND COORDINATION OF ALL PORTS OF THE CONTRACTED WORK. 13. WORKMANSHIP THRWOHWT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MN IMUM REFERENCE STANDARDS FOR WALT' AND PROFESSIONAL CONSTRUCTION PRACTICE: ARCA -NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W HIGGNS RD, SUITE OM ROSEMONT IL 6O3165M7 SMACNA - SHEET METAL AND AIR CONDITIONING CLVJTMCTORS NATIONAL ASSOCIATION 4M1 IAFAYETTE CENTER DR CHANTILLY, VA MISI-1219 IILP- INTERNATIONAL INSTITUTE FOR IATH AND PIASTER 820 TRANSFER RD ST. PMOL, MN 5511 N405 14. INSTALL ALL EUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED BYT-MOBILE, OR NH ERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. I& THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL ITEMIS. I& THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REWIRED CONSTRUCTION NOTICES AND SHALL COMPLY WTH ALL APPLICABLE LOCAL CODES, RE•'UTATICNS, LAWS AND ORDINANCES, AS WELL AS THE STATE DEPARTMENT OF INDUSTRIAL RELATIONS RE•'ULATICNS, INC W DING BUT NOT LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA). 17 THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES, CON STRUCTION, STRUCTURE LANDSCAPING, CURBS, STAIRS, OR EW IPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF T -MOBILE AND THE PROPERTY OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ME YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT AND LWATE OR CONTACT AN OUTSIDE AGENCY TO LOCATE, ALL EXISTING UTILITIES REGARDLESS OF METH ER OR NOT SHOWN HEREN. THE CONTRACTOR BALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY MMAGED N CONJUNCTION WITH THE EXECUTION OF WORK. M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE .OB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY T MOBILE 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REWIRED BYTHE PROPERTY OWNER, T -MOBILE, AND THE CITY OR MVERNINGAGENCY. 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOW MENTS TO ILLUSTRATE THE AS -MILT CONDITION OF TH E SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY ONE SET OF REDLN ED DRAWINGS SHALL BE PROVIDED TO THE TMOBILE CONSTRUCTION MANAGER. M. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THESAME NFORMATION. THE CONTRACTOR SHALL ALSO MANTAIN N GOOD CONDITION, ONE COMPLETE SET OF PUNS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE CONSTRUCT" SUPERINTENDENT. 2C. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE BUILDNG OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL OVER SITE CLEANING THR W OH W T MNSTRUCTION AND FINAL CLEAN-UP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH MY THEN AT A VACUUM CLEAN CONDITION, FREE FROM PAINT SPOTS, MST OR SMUDGES OF MY NATURE AT COMPLETION OF NARK. 25. TH E GEN ERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HWRS TO AVOID DISRU PTINN OF NORMAL ACTIVITY. M. ALL EXPOS ED METAL SHALL BE HOT -DIPPED GALVANIZED. P. SEAL ALL PENETRATIONS THROUGH FIRERATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROJECT SITE. M. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH RATING OF LOUT LESS TNN 2-A OR NIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA UNDER CONSTRUCTION. M. ELECTRICAL POWER SYSTEM SHALL BE GRWN DED PER NEC ARTICLES 2M AND 810. M. ALLNEWOPENINGSNTHEEXTERIORENELOPEOF CONDITIONED SPACES SUCH AS AT WALL AND ROOF PENETRATUN S SHALL BE CAULKED OR SEALED TO LMIT INFILTRATION OF AIR AND MOISTURE. 31. UPONCOMPLETIONOFCCNSTRUCTIOMTAOBILE CONSTRUCTION MANAGERSHALLCONDUCTA WALK-THRU HATH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM MOMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BYT MOBILE. M. NSTALLALLEWIPMENTMI)MATERNLSPERTHE LATEST EDITION OFTHE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE. T Mobffe AM NE HOLLADAY ST FOWLAND,OROI2A2 ®� CROWN v CASTLE 1505 W ESTVHE AVE N, SUITE MO SEATTLE, WA W1 W INFINIGYB FROM ZERO TO INFINIGY M wKAi w w .X BELLEVUE, WA 08334 T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE E... SPECIFICATIONS & NOTES E�.�aT 2 AEW1� DRAWINGS ISSUED FOR E... SPECIFICATIONS & NOTES E�.�aT 2 AEW1� 2 NOT USED A. GENERAL 1. PRECEDENCE: UNLESS OTHERVASE SHOWN OR SPECIFIED, THE FOLLOWNGGENERAL NOTES SHALL APP LY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A. ALL GIVEN SKNJ S TO TAKE PRECEDENCE OVER SCALE SHOWN ON PUNS, SECTIONS AND DETAILS B. NOTES AND DETAILS ON DRAWNGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. 1 OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 1 GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDRION S. J. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACNG AND SHORING TO IN SJ RE THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THE INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. 5. SAFETY: TH ESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 6. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR SPECIFICATIONS SHOWN N THESE DRAWINGS ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO N'JTIFY THE T -MOBILE CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY INADEQUATE OR IMPROPER CONDITIONS. & STEEL 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS SHALL CONFORM TO ASTM A -M AND BE FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UN LESS OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 1 STEEL PIPE COLUMNS SHALL BE GRADE"B" CONFORMNGTOASTMA53. J. STEELTUBINGSHA LBEGRADE-B"CONFORMINGTO ASTM A503, 5. ALL WELDING SHALL BE DON E BY THE SHIELDED ARC METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE -APPROVED. SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN SURFACESNHERE WELDS ARENOT EXPOSED TO VIEW. ALL WELDNG SHALL COMPLYWITHTHEIATESTAWS.SPECIFICATIONS. 6. THEFOLLOWINGWELDINGEQUIPMENTMJSTBEUSED: A. 250AMPWELDERS. & ROD OVENS. C. GRINDERS. T. NO BUII BOXES SHALL BE USED. S. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATKNN SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BYTHE DESIGN ENGINEER AND THE CITY INSPECTOR. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZNG PAINT. 11. WELDINGINDIOATMINTMEDMWINGSISDESIGNED FOR ONE HALF OF ALLOWABLE CODESTRESSO UNLESS NOTED"FULLSTRESS"ATENDOFWELDSYMBOL. C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGEOF28DAYS: LOCATION STRENGTH WT. SLUMP ADMIXTURE SLAB&FOOTING XLMps 1M,f <" NONE 1 INSPECTION CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 2509psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY TESTING LABORATORY APPROVED BY THE BU LDING DEPT. 1 REBARGRADES: REINFORCING STEEL SHALL BECUMN PREFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS W &SMALLER BARS_._. _.._ GRADE40 Y5&LARGER BARS__. _.. GRADEW ALL BARS AT CAISSON FOOTING _ GRADE W 13ANCHORING ALL REINFORCING STEEL, DRAWINGS ISSUED FOR DOWELS, IN SERTS, ETC , L BE WELL SECURED IN POSITION PRIOR TO ONCRETE NO ..O14�ALL DUTS, RAYED ING CONCRETE TMobile�USED ON CONCRETE MERE TILE OR FLOOR COVERING AM RE HOLLADAY ST0 TO BE SON DED TO THE CONCRETE SURFACE SHALL BEAPPROVED I By THE TILE OR FLOOR COVERINGMANUFACTURER KEEPSIUABWETFOR7DAYMINIMUMPERIOD 15. CONSOLIDATION: ALL CONCRETESHALL BERATED AS R IS BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT D. TIMBER 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BEN0.1 GRADE DOUGLAS FIR., S45, UNLESS N'JTEDOTHERMSE J. FOUNDATIONS&SLABS: TYPEV,LOWALKAU, 1 ALL FRAMING LUMBER FOR 2X RAFTERS AND MISTS CLWFORMINGTOASTMC150. PIERMAISSONFOOTINGS: SH0.LBEN02GRADEOUGLASFIR,S/,UNLESS WPEV,LOWALKALI,CONFORMNGTOASTMC-150. NOTEDOTHERMSE 5. AGGREGATE : USEDINTHECONCRETESHALLCONFORM TO ASTM C 3M. USEONLYAGGREGATES KNOWN NOT TO CAUSE EXCESSIVESHRNKAGE. THE MAXIMUM SIZE AGGREGATE N CONCRETE WORK SHALL BE THE FOLLOWING: A. FOUNDATIONS&SLABS 9 -OR LESS: YP'GRAVEL B. PIEWCAISSONFOOTNG: 1"GRAVEL. 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN CONSJMPTKNN. ]. MIXING: PREPARATION OFCOHCRETE SHALL CONFORM TO ASTM CW. NO MORE THAN W MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCH NG AND CONCRETE PLACEMENT UNLESS APPROVED BYA TESTNGAGENCY. 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL HAS N WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTESTRUNKS OR PUMP HOSE SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPEDA MINIMUM OF M DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3' B.CCNLRETEINCCMACTWITHEARTH,FORMED T C. WALL, EXTERIOR FACE 1-1YY D. WALL, INTERIOR FACE 1" E. STRUCTURALSIABS 11" F. MISTS 1P' G. BEAMS. GIRDERS&COLUMNS 1-1T' 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS, WALLS AND COLUMN EXCEPTTHOSE SHOWN ON THE PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR 12. EMBEDDED ITEMS: CONDUIT PLACED N A CONCRETE SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 114 THE THICKNESS OF THE SLAB. CON CUT SHALL NOT BE EMBBEDED N A SLAB THAT IS LESS THAN 3-1a' THICK, UNLESS SLAB IS LOCALLY THICKEN ED. MINIMUM CLEAR DISTANCE BETWEEN CCUN W RS SHALL BE SIX INCHES. 1 1 STRUCTURAL SPECIFICATIONS STRIPPING, BLOCKING, BACKINGANDOTHER STIR GRADE DOUGLAS FIR, S�2X4 STUD WALUS SMALL 4ALL BEAMS, MISTS AND RAFTERS SMALL BE INSTALLED VMTH CROWN SIDE Up & ROOF PLYWOOD SMALL MATCH EXISTING PLYWOOD SHEATHINRS WITH A SPAN INDEX RATIO =16 EDGE NAIL FIELD NAIL WITH 8dAT 12, OC * PLYWOOD SHEETS SMALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, UNLESS NOTED OTHERWISE ON THE * PLYWOOD SMALL BE GRADE MARKED BY DFPA, TECO, OR PTI. AND SMALL CONFORM TO PS 1-0 * THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SMALL NOT EXCEED N% AT THE TIME OF INSTALLATION 9MIN IMU M NAILING SHALL COMPLY WITH TABLE �11 OF BUILDING CODE. ALL NAILS SMALL BE COMMON WRE NAILS 10ALL BOLTS SMALL HAVE STANDARD CUT WASHERS UNDER HEADS ANNOR NUTS MERE IN CONTACT WITH WOOD I I LAG BOLTS SHALL BE SCREWED IWO PLACE, NOT DRIVEN LAG BOLTS SMALL BE INSTALLED IN PRE -DRILLED HOLES MATH A DIAMETER EOUAL TO 75% DIAMETER OF BOLT 12 CONNECTORS ALL SHEETMETALFMMING CONNECTORS SHOWN V THE PLANS SHALL BE STRONG CUNN ECTORS AS MANUFACTURED By THE SAMWN COMPANY WESTITUTIONSMAYBEMADEWHEN APPROVED BY TH E STRUCTU RAL ENGINEER 1 � ALL LUMBER EXPOSED TO WEATH BE OR IN COfITACT MATH MASONRY OR CONCRETE SHALL BE WOLMANIZED RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR 14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS A. LUMBERSPECIES: AIASKANYELLOWCEDAR(ACL CONFORMNGTOMRV12 B. STRENGTH PROPERTIES: Fb BOTTOM FIBER BENDING STRESS 2100mm MIN. Fb TOP FIBER BENDING STRESS 1000ps MN. Fv SHEAR STRESS 190ps MIN. Fc COMPRESSION STRESS PERPENDICULAR TO GRAN 560p4 MIN. C. MODULUS ELASTICITY 14MMi MIN. D. CAMBER TO RADIUS OF 1600"U ON. E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. G GLULAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSVAITC AI9CIANDASTMD3M7. CROWN v CASTLE 1505 W ESTVXE AVE N, SURE MO SEATTLE, WA 9B1 W INFINIGY8 FROM ZERO TO INFINIGY Ew wKAleTrs w wW�ss BELLEVUE, WA BBYJ! T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE «..n< SPECIFICATIONS & NOTES DRAWINGS ISSUED FOR I AM «..n< SPECIFICATIONS & NOTES E 22N DAVE 49 IXISTNGTREE(NP� �\� 1 1 OVERALL SITE PLAN I / I I I J 1 I I F------ -- I I I I 1 I I1 I I I � I I I II I I I I 1 WITHIN EXISTING CRO WN CASTLE COMPOUND(SEESHEETA-4 LEGAL DESCRIPIIIXJ: NOT PROVIDED I _ I E 22ND AVE I I I 1 I I I I I I 1 I E%ISTNO PROPS LINE, I TYP. (APPROXIMATE)TES I I 1 I I 01 T Mobile ASO NE HCW DAY ST FORTLOND, OR OI2A2 CCROWN v CASTLE 1505 W ESTVHE AVE N, SURE MO SEATTLE, WA SAIRS INFINIGY8 FROM ZERO TO INFINIGY M» wlWbns w wWRss BELLEVUE, WA T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE E�..�.E. OVERALL SITE PLAN ,EA 1 AE 1� I AM E�..�.E. OVERALL SITE PLAN ,EA 1 AE 1� PROPOSM7,M MLEATS EMS NGUTILITY ONEXSTINGMFRA 14F 1ME 2 (ENLARGED EQUIPMENT PLAN i EXISTNGCRONN CASTLE 19-11'135-5'FENCED WMPWND X— X— X—X—X—% X—X—X—X—X—X— 1 ENLARGED SITE PLAN T Mobffe kb NE HCW DAY ST FORTLOND, OR OI2A2 CRCO®� �9 N v VAS tlTLE 1505 W ESTVHE AVE N, SURE W0 SEATTLE, WA SSI W INFINIGY8 FROM ZERO TO INFINIGY M» wlWbns w MWRss BELLEVUE, WA T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE I— —EENLARGED SITE PLANS «.�a2 AE.1� I I / ! IXISTNGT-MOBILE UIILITYI4FRAME I iy INGRESS '. EGRESS ' EXISTNGCRONN iCASTLEMMOPOLE ' � I I I �' ]'WORHCLEARANCE I AROUND PROPOSED x ', FMOEILE 50kW DIESEL( I i GENERATOR x I EXISTING S'A E' TMOBILE EWIPMEEF x LEASEAREAWIIHN EXISTING CROM CASTLE COM POUND PROPOSEDT-WBILE 5MW MESEL GENERATOR I % I � I 1 INGRESS EGRESS I � EERXISTING UTILITY H-PRPME RYPJ �X-_x-X-x-X-x -X_X_X_X_X_X_X_X� 1 ENLARGED SITE PLAN T Mobffe kb NE HCW DAY ST FORTLOND, OR OI2A2 CRCO®� �9 N v VAS tlTLE 1505 W ESTVHE AVE N, SURE W0 SEATTLE, WA SSI W INFINIGY8 FROM ZERO TO INFINIGY M» wlWbns w MWRss BELLEVUE, WA T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE I— —EENLARGED SITE PLANS «.�a2 AE.1� 1 1 1EXISTING SOUTH ELEVATION ,Y,rs ;;, _;Q . 2 PROPOSED SOUTH ELEVATION T Mobile ASO NE HCW DAY ST PORTLAND, OF 9I CRCO®� �9 N v VAS tlTLE 1505 W ESTVHE AVE N, SURE MO SEATTLE, WA SAIRS INFINIGY8 FROM ZERO TO INFINIGY M» wlWbns w wW�ss DELLEVUE, WA 9moa T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE E..s.E. SOUTH ELEVATIONS �.�aA.3 AE1a 50050 OENERAC- Rnlcunmla� appllcation and englneering dala [xRIMYWnkA'i a'el --wNAYn fra[�b'mM GENERAC- INDUSTRIAL RRIIIIIIIII S0050 xsa �u operaling data (60Hz( POWRR PAllx65 (N W] ,E�x�,EA-4 nwN . Ps ¢n Sifx Y nn.uaaN.aNeemK u Nx r.an� Ra Sao Ps I+ RR f.+Fr Rn:e LP pbm N'S iYiMe�• [ Tan➢bYe Nuiiq`� 2slill LY1el lu '. I I fi acpMlm I tµu. h.l ax w Nwx uxNNe vsoo m {+1 Ifi11 I.... 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AT P6.Y1 AarY+wl m rtf-I lu=wl T ISI®bye kb NE HCW DAY ST FOFTLOND, OF BI2A2 CROWN 1606 W tSiW(E AVE N, 90RE MO SEATTLE, WA W1 INFINIGYB FROM ZERO TO INFINIGY N1R wNAIRK w «xlKs DELLEVIIE, WA � T -MOBILE SITE: P008115A MT VERNON CROWN CASTLE SITE: 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE FOR REFERENCE ONLY EST.P.E. GENERATOR DETAILS ,E�x�,EA-4 AE.1xP T Mobile kb NE HCW DAY ST FOFTLOND, OF OI GENERAC- O EXJETRIAL GENERAC I R'IDIa/TAFAL 30050 standard elealures and oplions SU050 dimensions, weights and sound levels — CROWN v CASTLE RNER0.TYP5ET r. iu,-�- WMROLSY9EM ..��.. 0 1505WESTV(EAVEN,SDREMO SEATTLE, WAMIW �P•'piYlnilR Illad aDNrC/NGa. rtIPMI-DUY.�NINrpry' V•ARRI qj INFINIGY8 aemo<b.NRNm as 01-Ger snese"b aTAwNmermrelax�nx.oernx.nnwrs.INq w FROM ZERO TO INFINIGY /sews w+e �ErclweNoerY ()/Iuioln F.arpmTJ•¢eom tp a9meID.rllYr]n[woRr mnno P[c 0As's, fN SW the solWlons are endless FN61N!]Y SIIM gmL /a Nh wla.P:e7 �spwrslnr..vl.'e.lonerrN.rew.0a /FmbJ E:luee vle.ee enelMeesen� /fR.nlYM1 rµ en,.•:bR..n.eri.a.�.ri. a rd ne aJ a A. mergwn a ruesrswri soP. al.rlryYMmiiv[Rm. re LskN ax-mMRun[mPNFN ♦M..."D.�rMllr� ae,r«.,r aR.l�wwVp,.e auRR.,<[.a.w Is%I nt,e •cPp..n.mP.r.M. ar.e,mur m Ae as es W Ru - - ! — H TI 'H 0 0 p 9 1,el., xouac i u H - - BELLEVUL, WA 9N1p4 T -MOBILE SITE: P008115A MT VERNON CROWN CASTLE SITE: 879541 MT. VERNON !R- iWi.i Sy—tea ama u.InnYaGan /ra.w lmlurcrM /u[ve r,iNT.,.,v,MMa��PM. sa amew aM.o oR. w 2205 AVE RSONOR /Lmlda•RwhN.Yrvu¢rrIM A6m fly r� fW aPmwnw 01--., a omen—.w PllamTlNemlba • ruawrauP.eea- OM+SPndF'e..yr �bmhomuu 6mermr4nw a +�ec.mem[owr•w, WONPor0.ativY,l ErrcuiullnVwrkre 3M qs se_ r SW —' " o 0 Q !M[YC VRnRN w•Pm*' ta riwe dvl w F wr aP.' _ _ _ _ - - EUGENE, 97 41 EUGENE, U TY LANE COUNTY 150'-0"MONOPOLE ■.>o. ....a�[1¢R..a ase,mm r`�RIRRcmau' /enlJ..,.lo.erssal a aunm.w.n..:Msr'sa-: a rdar.PuiulwnlnuM aMKMlmewalmxn _ a o � DMWNGS ISSUED FOR /: L�nenrarmr, +a•� /wma—flknnl M1aes /r.rti.y+nrHlUd Ral.lu. It se Ilo na nd aEsvml+ladmugmm,ryRel OR.,oae R-NaP bees nl®n+rxaame mwn0 QReedenirep lkd MerFrm.]Np,. wrAe,msenl !)M.m..n-LvP N'd MurM1w�ITpesl.,n Na'..1 iron Lw Lwrt*n Nr RmRr••RNRR - - atl L � W --..wIMR-v a..�Mi.-., e,..,e.¢,n.,---• —A /we.a. arv,.mR�ernr,Emu • rva �wrNaeor.Mme.rrmr-wnEx NeA. w..e mrrr /npt-r,s •..Irmr.. sse •'aan Irls, /F lms rsw Lm+ a.uNaen nNa• /yplMdns� /saap-rve.d "eN.. ne nRd aewn. �. s—1e1-1 onO..INr FeRoN /o,ucr sw *w as .rc[Prcememmenr.PrN,...rv.eeeN.l YNR WRORV REDOGNUID 1011 INDISTRIAL DWlR aC empenE.erPw�P'VrvrmeJ'Nl nfrnP%�^an uTNLrwTORsrsTFM i(l a EW enll�IReegrmnmllwlertl]hrteoml •E�er: l"'. Snl Nd - FOR REFERENCE ONLY /vr emmefawsnP..—)xal 11 a KQLI., MP'WIrnNMgiM FNdrxrl 4ueq uW,yn vul 41NiWeMl11R net Rieder ]Ie PM9grw e.eb iu ppe.ue.ensumrraV aa'uu.hrm¢.e'aW wb Trs.MOme•.Pne.oa.re.a M1r Aeriwene6wrswe remheq 0 canarN VYNY 6rsa:Rra, nc•616 W.l929tlHN'[., waurcesra, N7 58169 • IxReracam "'•"". ewxw.e>,..Nw.si.. Rnmre�Ny«ma..lannemx.ma.Nr Nrronu�vrP-Nmeruv harm GENERATOR DETAILS -ff. pE-4.1 A 1- 2 GENERATOR DETAIL E 1 GENERATOR DETAIL a I 7 I 6 1 5 1� 4 I 3 C w awt. aaw xvr ,.a �.w A I u a _ L f ,MA A♦mF i a°.iN, 7 6 1 5 A.Ie �mIi do et alj wv a°wx y� r�rxP T Mobfle k NII FORT MD,OngI ®� CROWN p v CASTLE 1505WESTV EAVEN,SDREMO SEATTLE, WI INFINIGYB FROM ZERO TO INFINIGY M» wFAI°rrsw wWess BELLEVNE, WA S C mm �44E°1Jillt[W6!! SE F� ISIE Flp AcNiII x ees mase is � sea m n� idW:�rw cosmic � asv sue Pi�4 A 1 Ali l M° !li PTIIBi MO SIXI@5 .r,.n eu a:6111E. .�.nuwF..ni e iw euIN N u.e ° m u cercPm o sAn u rxn wersno° N w5n m �r.wrm eiw isi i�Ai°firltt'R IG mWiW. WiVN i. Irl i ' r 1 7 6 1 5 A.Ie �mIi do et alj wv a°wx y� r�rxP T Mobfle k NII FORT MD,OngI ®� CROWN p v CASTLE 1505WESTV EAVEN,SDREMO SEATTLE, WI INFINIGYB FROM ZERO TO INFINIGY M» wFAI°rrsw wWess BELLEVNE, WA S C 5 1 I TANK DETAIL H T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE mm �44E°1Jillt[W6!! SE F� ISIE Flp AcNiII x ees mase is � sea m n� idW:�rw cosmic � asv sue Pi�4 A 1 Ali l M° !li PTIIBi MO SIXI@5 .r,.n eu a:6111E. .�.nuwF..ni e iw euIN N u.e ° m u cercPm o sAn u rxn wersno° N w5n m �r.wrm eiw i�Ai°firltt'R IG mWiW. WiVN 5 1 I TANK DETAIL H T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE °ILLS Yea Sm �44E°1Jillt[W6!! SE F� ISIE Flp AcNiII A .r,.n eu a:6111E. 5 1 I TANK DETAIL H T -MOBILE SITE' P008115A MTVERNON CROWN CASTLE SITE' 879541 MT. VERNON 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY 150'-0" MONOPOLE FOR REFERENCE ONLY SENEsr.srE. TANK DETAIL SIR I DRAWNIGS ISSUED FOR FOR REFERENCE ONLY SENEsr.srE. TANK DETAIL SIR I 1ID.04,arm I �I 41 t 002 3 1 NOT USEDSRI GTE Rated Armies %Asha a EDLleaure EmGleeeres Herphl WIdM Wennwrd Bell pemera Endream am b,M T Mobile It W 001 w ADD NE HIXIAMY ST I 09 TW AI OLX 3X 1X FORTLOND, OR 9I U2,1 t0 (iENERAC' Iwousrwln� 150.200 120l24D 36 31 1X 3].5 GTS Control Systems t0 CROWN v CASTLE 114L 0 120130X 36 3a 1X 37.5 59,1 Uwa, XD19[p LOGIC CONTROL w r Inost" MJIa5OG 185 1GP290 15(E5WESTV EAVEN,SIIREMO SEATTLE, WA W 1 W i6• 1a' M 19.5 -._...,-.._....-- .- __.. _. _, 75 � 001 12 205 15D2W Wp i6• a0” M Cl6m...._...-,.._„"'--,. _._....._....___................................_..,...,-_..... PlFILKLI 5Lup 14.6 12 205 I N F I N I G Y8 120!240 59 4d 1B T -law. ulllmrllq. _.._ ..... .... c1_1a5ee. IWi, Ffgrm NXnlmulmuftn Wm ___ _._.. - __ SE 19T 10 245 3p04W 120Y1OX ameunume wit .... ._... ...... _....59T30 M'n G+lll 16 37.5 12.7 10 245 3110.-100 NIImonlVflmmm AepINnklEW...., ........ .-.... _....-...- 1.50MIL 4Wa I 5Dpue CWILMn_. _.___ .._._ __.__-1-00Mn. Cw4I1 19• .'19' M FROM ZERO TO INFINIGY FI 12 3TS fl....._ ....... .... ........ ........... ... _......... ._._...._._..._..._._..._....... ._._........_._85-95%L$4) 1600 MX' Op the solutions are endless 49.5 Toe 12 FmMuer rinsEby Buqu .... ....... ... .... ..._.._....,..._...... _,....,..--._...,.,..,,,-.....,.,- -......._._10Ste 1._ Ni.1 Terror Iil1e Delay Neural...,.,,..,_..........................._......,...,-......_,........_._.....,,_....._,.-_........ []-1D Svc. Udl1 LtE+''.ise.............................................................................�...�.............Orv'Of15MEn 9EaEvue, LOA BeaOa Alirru+an l'JlalmP ❑'iME BYIGses..._...._._..._.._._.._.•._..._._._._.—._.__._..._......__._.-...........Ory9XEX9CP T -MOBILE SITE: P008115A r ode xe0l,le w..... 0 y fmfl _.._......._... an'9HSedch BIMd+IUW..... .,..,..�.......��..�.................. . , ......-. Withstand CNrrent-100 4dl GTS Series MT VERNON CROWN CASTLE SITE: GTS Rend Ampl 100 15D 209 200 AIDE FWE PRO-:CTED IWaemum IMS Bemmdri®I Been Comm -Amp 4003,000 MM 200,0100 800,000 300.0.0 879541 MT. VERNON Munk Sae 312t Amp, 2W 40D 900 X01 MR Fuse Clew J.1 JT J.T J.T A 2205 HENDERSON AVE EUGENE, OR 97441 LANE COUNTY GF6COR mIMSS PndrIcal nISm. sepmLBrheH Im eMGXIGGIrwIXrl6perPX MeaXn IMM symmelrlwl O Faun COTem-AMP Ia,OdJ 25W0 43.w10 3;.OW 33.4100 Pmled'm4 oeel0e eonl nexus 159 RXdry I'X6al-Amp• SDA 200 69] 0310 150'-O" MONOPOLE . 10000 Fartnimn nMllS •n,NA.J y6 pyY,prcGlrwrcrbnl li IR6NME, CFE 64KaAa • [VPmI le1rcR A irtn _ aflp'ynC DRAMMINGES BI FOR w D, Onll Dimensions 1ID.04,arm I �I 41 t 002 3 1 NOT USEDSRI GTE Rated Armies %Asha a EDLleaure EmGleeeres Herphl WIdM Wennwrd Bell pemera Endream am b,M IVe1gP[ Meet It W 001 w In I 09 TW AI OLX 3X 1X 3].5 U2,1 t0 1X0 150.200 120l24D 36 31 1X 3].5 09.1 t0 1X5 114L 0 120130X 36 3a 1X 37.5 59,1 10 185 1GP290 27]1480 i6• 1a' M 19.5 11 12 205 15D2W Wp i6• a0” M 495 14.6 12 205 311p-Ipp 120!240 59 4d 1B 37.5 19T 10 245 3p04W 120Y1OX 36 2a 16 37.5 12.7 10 245 3110.-100 TRr490 19• .'19' M 0.9.5 FI 12 3TS 300-100 1600 MX' Op 2d 49.5 Toe 12 325 cnnEUA mw.eu wlnmwo•van earwo ma eea•wrcxms 9e we e. "Iarxmm n.vn. EWIPIAMTCABINEf 3R'0HILTI KWIKBOLTM STANLESS STEEL WEDGE Terminal Lag Wire Ranges LWItwASHER FIATWA9IER ^'^"_'S'E""'•'^"•. EFFECTNE II MEM(N' WMINAL EMBEDMMTI(ICC R. RARE NAAN 3ENDRITLAN Borl,[IDX IFFMXusil Lu4FFe- NMNXENS41 MCIII'U1HM' aXOlXpws .1 RAIVLTim Y W WB 00 6 W4UG IIMXL 740 P1 �'T� /^ Vri 1 _ r I __ A. I-STRUCTRININ AM 3/t3/]3 150 49'J11CN-4ANG 4 05If�fX-PANV 351MCM-6ANa R06 LWItwASHER FIATWA9IER ^'^"_'S'E""'•'^"•. EFFECTNE II MEM(N' WMINAL EMBEDMMTI(ICC 1$$MTpI ApX Borl,[IDX IFFMXusil Lu4FFe- NMNXENS41 MCIII'U1HM' aXOlXpws .1 RAIVLTim Y W WB 00 6 W4UG IIMXL 740 P1 �'T� /^ Vri 1 _ r -H -11 MI CONCRETE ESRi38G1, TO BE N STALLED N EACH CORNER OF CABNET 3/t3/]3 150 49'J11CN-4ANG 4 05If�fX-PANV 351MCM-6ANa R06 <p361[W IPWO < 350NCrs E -AS y$IMgN X4Hy 61ABPEF IAN (4TOTAL)WITI MNIMUM5" O�EG�,pO G� •y 3BA ED3MN-EAWG tl MAUNA-dAW3 351NCM-X ATN EDGE DISTANCE Er, -25aMte-Im AWC SAMEA 1. SAI ASINLAI-a PM'. ON' Q �S 'g1,jaal'N �Q. �p7tEhJ -00 MAND 4 GROWN-4AW0 A>r .1-I "Naem-X V11-[250MCM-1:00 AW61 Eamc1-1r,0"M]'• w-NS hJutlG6 i�ATS Mitis imancuVal. '•NaXahNMilc ripus LeMS IISIR2.1. 11.1 LL EVIRATXeN DATI 06/30/24 EM EM Es 3 4 e' RVAm Sy6lemsX •SdY 4RAASn2W iNY 5ati lMukesAAe'NAMWI 31 n9 paeral..mm E * E ATS DETAIL AND ANCHOR DETAIL E�.�eEA-6 AE.1� 2 ANCHOR DETAIL UE 1 AUTOMATIC TRANSFER SWITCH DETAIL PEE TRIS L-AMENTAINTHE IDEAS AND DESIGNS N-CRATEDNEREN AS AN INERNAMENT CR PROFESSIONAL SEFRLE ARE THE PROPERTY GF NFINLY ENGISERING - AND ARE N -RE RSED IN MR- GR IN - � CRNER PRCJE­ W11- THE WRITREN ARNICRISDARION CIF INSINICY ENGINEERING PUI T IS An- NOR My PERSKI TDAMEND My ASPECRI ff THERE DFRENINGS W11- THE WRITREN APPRCAAL CIFTHE PIRSARESSIONAL CIF RE- TIE INTO NOTE GROUNDGRWND TO EXISTING FENCE POST "SA FROM ANTENNA GRWND BARS AT BOTTOM OF �(RIRING�r T - I I GROUNDING SYMBOLS CABLE GROUNDKIT� TOWERSRBAR8AOLESSHMO ONLY USE EXOTHERMIC WELDB, o■yR'/'■'gyp ei■9y — GRWND BAR ; �:;: \IIs i GROUND ROD WITH ACCESS ® GROUND BAR ON kb BE HOUAMY ST FORTLOND, OR BI2A2 WALL, ICE BRIDGE, e CH EMICAL GROUND ROD CLWCRETE,ORON ANTENNA TOWER ® GROUND ROD CROWN CADWELDTYPECONNECTKIN O O OO O O O C v�SUTLG • COMPRESSION TYPE CONNECTION O O OOO O O O O O 1505 W ESTVHE AVE N, SURE MO GRWNDNG WIRE O O SEATTLE, WA SS1W TYPICAL: NAWG FROM EQUIPMENT TO GROUND BAR; M RING, FROM METER TO GROUND RING, GROUND RIG GROUND RING, AND FOR GRW ND FOR -TWO HOLE -UG, OR EXOTHERMIC WELD TO BE G, EX I N FI N I GY8 OR THERMIC NGSERVICE USED WITH Y3 GRWN D OR GROUND RING FROM ZERO TO INFINIGY GROUNDOOMIDUCTORSHALLBEELININATED PPw ipyPlOns w �nd.ss WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWERAMONNIPOLE STRUCTURE BELLEVUE, WA � 6 NOT USED E 5 GROUND WIRE INSTALLATION T -MOBILE SITE' 1.) COPPER GROUND BAR, IN'S I'S M", NEWTON INSTRUMENT CO. P0081155A CAT NO B6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH MT VERNON NEMA DOUBLE LUG CONFIW RATION. (ACTUAL GROUND RAR s12E WILL VARY BASED ON NUMBER OFGRWND CONNECTIONS) TIE INTO EXISTING GROUNDGRWND TO EXISTING FENCE POST �(RIRING�r T - I I mmmm • ,. ��'P ; �:;: \IIs 2.) 5/5' LOCK WASHERS, NEWTON INSTRUMENT CO. CROWN CASTLE SITE: CAT. N0. 301" OR APPROVED EQUAL 3.) WALL MOUNTING BRACKET, NEWTON INSTRUMENT GO 8795541 CATNOI A-6056 OR APPROVED EQUAL MT. VERNON J) 8611 X1" HAGS BOLTS, NEWTON INSTRUMENT GO CAT NOI W12-1 OR APPROVED EOUAL 2205 HENDERSON AVE 3 EUGENE, OR 97441 LANE COUNTY 0 ° 150'-0" MONOPOLE /0 00 0 ° 2 ®° 0 ° �0 0 1 0 ° 0 DRUMVINGS ISSUED FOR Y- DISCRIPTSIN NOTES: GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER -�y I I STRUCTURE W INSULATORS USED. GRWNDRARATBASEOFTOWER I` I GTR UCTURETO BEATTACHED WTM INSUTATORS. CONNECTIONTO TOWER STRUCTURESHALL BE PER MANUFACTURERS RECOMMENDATIONS. I � I •• I 4 1 EXOTHERMIC CONNECTIONS 3 1 TYPICAL GROUND BAR I l i` 4DC D 1"SCHSOOR U ID TKWT(A.) W R LOADED W/ iCUJBASTINGTO TS AIA RM CA BLEQq % A FENCE POST OBILE 7 q _-- i EQUIPMENT IPMEM CARNET ]/D/43 n2 y OR 1 — 1— ---------- % �r I PROcoseo GRW ND 9�°� `R,3 �QQ BARIGRWN DING FOR PI -H----GENERATOR; TIE INTOGENERATORWN INTO -- �y��J — TIGMG) CONDUIT OA L TIRATIOH UA . 08/JO 9 (COTRACTO TO VERIF J TIGHT ED (CONTRACTOR TO VERIFY) W CA TELCOFLEX CABLE MONNECTIONGRWNDEXOTHEE*TIILE. CONNECTION RMIO GRW ND GENERATOR To SCHEMATIC GROUNDING CUTTING R U GENERATOR GRW ND EXISTING GROUND RING GENERATOR PLAN &DETAILS �.�,ER 1 I 2 EQUIPMENT GROUNDING PLAN ,, _,„ ®. 1 GENERATOR SCHEMATIC PLUMBING PLAN