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HomeMy WebLinkAboutPermit Building 2019-08-21jSPRINGFIELD City of Springfield I Development and Public Works 225 Fifth Street Springfield, OR 97477 9 � OREGON Building Permit 541-726-3753.... Commercial Structural Permit Number: 811-19-001463-STR IVR Number: 811090783313 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: August 21, 2019 TYPE OF WORK Category of Construction: Commercial Type of Work: Alteration Submitted Job Value: $20,000.00 Description of Work: Mod to existing cell tower JOB SITE INFORMATION Worksite Address Parcel Owner: SOUTH A ST LLC 995 S A ST 1703354210100 Address: 874 MCKENZIE CREST DR Springfield, OR 97477 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone SEE PROPERTY OWNER Owner (Property) OWNER INFORMATION - Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Com Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811090783313 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 8/21/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-001463-STR Page 2 of 2 PERMIT FEES Fee Description Quantity Fee Amount Technology Fee Plan Review - Minor, City Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (12% of applicable fees) Total Fees: $33.91 $137.00 $327.96 $213.17 $39.36 $751.40 Printed on: 8/21/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD M YN LHO o` cP a n o C 0)o O ip O li O =e°�� v vai c LL co d N o d L(1 U T m T -p N a) Lo C N C o c C a U L CL Q 0 cu N E r co 'j; u d a o c u O > (U E E o v w O) a a 4-0 o ti O to ti _Q. O li O to o ` E co co d N (o N O V Z Q' Mw N r CL Q 0 m r co 'j; u d 0 LLL O � N C (O cam- (p 7 O M E � M 6 ,a cli co sa69. 69- IL c C m - MM 7 O) r E N M M d 69 d LL o ti O O ti O N 0) co d N (o N O m Q' a) O O O a � O O N 9 9 w O) a Q N N C 'C V CL N C U CL LL H N o m M OV Q � U U C - L >O 0 O a L7 0) o mLU m d C9 ° v W C o a) LO a M 0) 2 O Z 0 LU w w w Q 0 0 0 0 0 w � a C (O cam- (p 7 O M E � M 6 ,a cli co sa69. 69- IL c C m - MM 7 O) r E N M M d 69 d LL O rn M C) rn ;co Cl)M G4 64 O O Oi N LO CD O (00 LO LOC) O O O O O i O O LL o O O O O N co d N (o N O LO m - a) a) O O O � O O O 9 9 O a Q N N co V o N C f6 CL LL N o m M OV > O rn M C) rn ;co Cl)M G4 64 O O Oi N LO CD O (00 LO LOC) O O O O O i O O LL o N O m a) a) � � T � U a a3i O o N C f6 O a) AT LL o a M OV > � U U C - L d .�. 2 a � U m d U .� E yy fs 0 LU w w w Q 0 0 0 0 0 w t6 w W O O O O O 0 ` r r r ` C N N F- co amp o0 oD co o � r LO Ln c O 0 E Q C N a) c Q ca Y m L N fE U CL Q z LL s m CDa Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 1 FAX(541)726-3689 SPRINGFIELD DEPARTMENT USE ONLY 6—Permit Y no.: I9_ I `"j' 6a3 o��ucs� Date: 2 ,4 201 Cl -460-0030. Permits expire if work is not started within 180 days of issuance or if work is This permit is issued under OAR 918 suspended for 180 days. LOCAL GOVERNMENT APPROVAL SThis project has final land -use approval. nature: Date: This project has DEQ approval. :!otgnature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No CATEGORY OF CONSTRUCTION ❑ Residential ❑ Government 1 ® Commercial JOB SITE INFORMATION AND LOCATION Job site address: 995 S A Street City: Springfield State: ORZIP: 97477 Subdivision: Lot no.: Reference: Taxlot: 1703354210100 PROPERTY OWNER Name: South A Street LLC American Tower leases the land and owns the Address: 874 McKenzie Crest Drive City: Springfield State: OR ZIP: 97477 Phone: 208-501-7049 Fax: E-mail: nicholas.schirmerVpowderriverdev.com Building Owner or Owner's agent authorizing this application: Sign here: /J� , ISCWZ�4m ❑ This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under QRS 701.010. CONTRACTOR INSTALLATION Business name: �]3D bcfna��p•�l.1ed_•iti�arrewiil-pie}�rCiC-Ie. Address Broval %_Ity: ' - S+ SL 5A. State: (9 1 71P:4P-��3 PhoneSD3 (p1 as Fax: - E-mail: GI.Qiiai�52r CPQ y�„i,�,a . CCB license no.: (,o (p Print name! -a. Signature: >± UB -CONTRACTOR INFORMATION :Name CCB License # Phone Number Electrical Plumbing lfechanical Last edited 5-5-2017 BJones FEE SCHEDULE 1. Valuation information (a) Job description: Mod to existing cell tower Occupancy un -manned Construction type: transmission equipment swap -out Square feet: --2000sgft compound Cost per square foot: $20,000 project valuation Other information: Type of Heat: Energy Path: ❑ new [alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 20,000 2. Building fees (use v=table): $ ative fee a]): $ction ($our):r =rmefee of hoursour) $2% surcha2a+2b+2c]): $l of fees ahrough 2d): $ 3. Plan review fees (a) Plan review (65% x permit fee [2a]): $ �(b) Fire and life safety (65% x permit fee [2a]): g Subtotal of fees above (3a and 3b): g 4. Miscellaneous fees (a) Seismic fee, 1%(.O1 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ TOTAL fees and surcharges (2e+3c+4a+b): $ ATC Site Number & Name Carrier Site Number & Name Site Location Tower Description Basic Wind Speed Basic Wind w/ Ice Applicable Code A AMERICAN TOWER` [ O R P O R A T I O N Structural Evaluation 41859 DT SPRINGFIELD, OR 275325 Centennial OR 995 South "A" Street Springfield, OR 97477-4736, Lane County 44.0447 N / 123.0146 W 151 ft Monopole 85 mph (3 -second gust, VASD)/110 mph (3 -second gust, VuLT) 30 mph (3 -second gust) w/.5" radial ice concurrent ANSI/TIA-222-G / 2012 IBC / 2014 Oregon Structural Specialty Code Evaluation Results: The loading in the tables below was evaluated with respect to the tower and foundation capacities. As future loading is added, or if actual loading is different from these tables, re-evaluation shall be required. This tower and foundation are adequate to support the below loads in conformance with specified requirements. Existing and Reserved Equipment Elev1(ft) Qty Antenna Mount Type 6 Ericsson Radio 22212 Band 13, 66A, 2, 5 variants 60.0 3 Raycap RCMDC-3315-PF-48 150.0 3 Ericsson RRUS 32 B66A 4 3 Ericsson RRUS 32 B2 1 6 JMA Wireless MX08FRO860-02 109.0 6 EMS RR65-19-02DP Equipment to be Removed Mount Type Reviewed By: Eng.# 12648826_C2_01 March 13, 2019 Page 1 of 1 S�tRED PRGFFS GIN P Si 8854 PE o, OREGON � 4fiY 14. `0xplres: 12r3V2020 authorized by "EOR" Mar 13 2019 2:05 PM Created Lines Parvin Nikpoorparizi Carrier Low Profile Platform (3) 15/8" Hybriflex . VERIZON WIRELESS Flush (12) 15/8" Coax CRICKET COMMUNICATIONS Elev1(ft) Qty Antenna Mount Type Lines Carrier 60.0 8 Antel LPD -7907/8 _ 150.0 (2) 0.78" (19.7mm) (1) AW Coax VERIZON WIRELESS 4 Allgon 7125.18 / A-800-60-181 12.0 1 Andrew GPS-QBW-26N - (1) 1/2" Coax Proposed Equipment Elev1(ft) City Antenna 1 Nokia OVP 10-910069-100 3 Ericsson Radio 4449 - B13&65 150.0 3 Ericsson Radio 8843 L 6 JMA Wireless MX06FRO860-02 MountType Lines Carrier ow Profile Platform (1) 11/4" (1.25"- VERIZON WIRELESS 31.8mm) Fiber 'Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. ATC Tower Services, Inc. 3500 Regency Parkway, Suite 100- Cary, INC 27518-919-468-0112 Office -919-466-5414 Fax www.americantower.com ATC Site Number & Name Carrier Site Number & Name Site Location Tower Description Basic Wind Speed Basic Wind w/ Ice Applicable Code A AMERICAN TOWER` C O R P O R A T I O N Structural Evaluation 41859 DT SPRINGFIELD, OR 275325 Centennial OR 995 South "A" Street Springfield, OR 97477-4736, Lane County 44.0447 N / 123.0146 W 151 ft Monopole 85 mph (3 -second gust, VASA)/110 mph (3 -second gust, VOLT) 30 mph (3 -second gust) w/.5" radial ice concurrent ANSI/TIA-222-G / 2012 IBC / 2014 Oregon Structural Specialty Code Eng. # 12648826_C2_01 March 13, 2019 Page 1 of 1 Reviewed By: 0. E47 �S F 94OREGON�a B G1W 14, �q G Expires: 12!3112020 _ I Evaluation Results: uthOrized by "EOR" The loading in the tables below was evaluated with respect to the tower and foundation ar 13 2019 2:05 PM CQS� capacities. As future loading is added, or if actual loading is different from these tables, re-evaluation shall be required. This tower and foundation are adequate to support the below loads in conformance with specified requirements. Created By: Parvin Nikpoorparizi Existing and Reserved Equipment Elev1(ft) Qty Antenna MountType Lines Carrier 6 Ericsson Radio 22212 Band 13, 66A, 2, 5 variants 3 Raycap RCMDC-3315-PF-48 150.0 3 Ericsson RRUS 32 B66A Low Profile Platform (3) 15/8" Hybriflex VERIZON WIRELESS 3 Ericsson RRUS 32 B2 6 JMA Wireless MX08FRO860-02 109.0 6 EMS RR65-19-02DP Flush (12) 15/8" Coax CRICKET _COMMUNICATIONS I Equipment to be Removed Eleu1(ft) Qty Antenna Mount Type Lines Carrier 60.0 8 Antel LPD -7907/8! - (2) 0.78" (19.7mm) 8 AWG 6 VERIZON WIREL (1) 7/8" Coax 4 Allgon 7125.18 / A-800-60-181 12.0 1 Andrew GPS-QBW-26N (1) 1/2" Coax Proposed Equipment Elev1(ft) Qty Antenna Mount Type Lines 150.0 1 Nokia OVP 10-910069-100 Low Profile Platform (1) 11/4" (1.25"- � 31.8mm) Fiber 3 Ericsson Radio 4449 - B13&B5 3 Ericsson Radio 8843 6 JMA Wireless MX06FRO860-02� ESS I Carrier VERIZON WIRELESS 'Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. ATC Tower Services, Inc. 3500 Regency Parkway, Suite 100- Cary, NC 27518 — 919-468-0112 Office -919-466-5414 Fax - www.americantower.com P0INDER RIVER Development Services, LLC June 18, 2019 City of Springfield Planning and Building 225 Fifth Street Springfield, OR 97477 RE: Minor Modification to Existing 150' Monopole Site ID: 41859 — Centennial / Springfield Address: 995 S A STREET, SPRINGFIELD, OR 97477 Lat and Long: 44.04466, -123.0146 Building and Planning Department: Powder River Development Services, LLC 408 S. Eagle Rd., Suite 200 Eagle, ID 83616 (208) 938-8844 office (208) 938-8855 fax www.powderriverdev.com Powder River Development Services is representing American Tower Corporation (ATC) regarding the Verizon Wireless network expansion project on an existing wireless communication facility in the city of Springfield, referenced above. The Scope of Work Includes: Install (6) antennas, (6) RRU, (1) OVP-12, (1) Hybrid cable ON TOWER Install (1) OVP-12, (1) fiber vault, (6) painted RRU shrouds, install ground equipment in (2) new cabinets, install (1) back-up generator ON GROUND. There will be no structural changes to the tower or the tower height, and no expansion of the compound lease area. Included for your review are construction drawings with site plans, a building permit application, a zoning review application, and a structural analysis. Please advise if any further information is required for your review or if you have any questions. Please send me an email invoice with the plan review fees due and I will pay them as quickly as possible. Thank you for your assistance, �2ic`so�ad ,Su!vr�svt Nicholas Schirmer 208-501-7049 nicholas.schirmer;a: r owderriverdev.com ]City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review Minor Modification SPRINGFIELD 1k Required Project Information (Applicant: complete.this section) Applicant Name: American Tower/Verizon c/o Powder River Phone' 208-501-7049 Company: Fax: Address: 408 S. Eagle Road, Suite 200, Eagle, ID 83616 Applicant's Rep.- Powder River Phone: "it fill Company: Fax: lilt Address: Property Owner: South A Street LLC / American Tower leases the land and owns th none• Company: Fax: Address' 874 McKenzie Crest Drive Springfield OR 97477 ASSESSOR'S MAP NO: 1703354210100 TAX LOT NO(S): Property Address: 995 S A Street, Springfield, OR 97477 Size of Property: 2000 sqft leased compound Acres ❑ Square Feet ❑x Proposed Name of Project: 41859 Springfield Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: J l Existing Use: un -manned cell tower Si natures: Please sign and print our name and date in the appropriate box on the next page. Required - Associated Applications: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Postage Fee: $0 TOTAL FEES: $ PROJECT NUMBER: Revised 5/21/13 KL 1 of 10 Signatures Applicant: The undersigned acknowledges that the information in this application is correct and accurate. Date: Signature Nicholas Schirmer Print 5/30/2019 If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. Owner: Land lease authorizes American Tower and Verizon to modify their tower Date: Signature Print Revised 5/21/13 KL 2 of 10 Site Plan Review Minor Modification Application Process 1. Applicant Submits a Site Plan Review Minor Modification Application to the Development & Public Works Department • The application must conform to the Site Plan Review Minor Modification Submittal Requirements Checklist on pages 4-7 of this application packet. • Planning Division staff screen the submittal at the front counter to determine whether all required items listed in the Site Plan Review Minor Modification Submittal Requirements Checklist 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 30 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 review process and may result in denial. 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, approved with conditions, or denied. • The City mails the applicant and any party of standing 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. Revised 5/21/13 KL 3 of 10 Site Plan Review Minor Modification Submittal Requirements Checklist ❑ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. Any applicable application, technology, and postage fees are collected at the pre -submittal and submittal stages. ❑ Site Plan Review Minor Modification Application Form ❑ Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken, including findings demonstrating compliance with SDC 5.17-125, Site Plan Review Criteria. ❑ Copy of the Deed ❑ Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. ❑ Right -of -Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. PROVIDE THE FOLLOWING INFORMATION UNLESS OTHERWISE DIRECTED BY CITY STAFF. PLEASE NOTE THAT THE PLANNER ASSIGNED TO YOUR APPLICATION MAY REQUEST ANY INFORMATION ON THIS LIST DURING COMPLETENESS REVIEW IF IT IS NOT SUBMITTED WITH THE ORIGINAL SUBMITTAL AND IS NECESSARY FOR REVIEWING THE APPLICATION. ❑ Two (2) Copies of the Stormwater Management System Study with completed Stormwater Scoping Sheet attached - the plan, supporting calculations, and documentation must be consistent with the City's Engineering Design Standards and Procedures Manual. ❑ Four (4) Copies of the Modified Plan Sets Including the Following ❑ All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. ❑ All plan sets must be folded to 81/2" by 11" and bound by rubber bands. a. Site Assessment of Existing Conditions ❑ Prepared by an Oregon licensed Landscape Architect or Engineer ❑ Vicinity Map ❑ The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. Revised 5/21/13 KL 4 of 10 ❑ The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development & Public Works Department ❑ The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision ❑ The Time of Travel zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development & Public Works Department ❑ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings ❑ Soil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table b. Site Plan ❑ Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer ❑ Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings ❑ Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs ❑ Location, dimensions, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping ❑ Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces ❑ Observance of solar access requirements as specified in the applicable zoning district ❑ On-site loading areas and vehicular and pedestrian circulation ❑ Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed curb cuts and curb cuts proposed to be closed ❑ Location, type, and number of bicycle parking spaces ❑ Location of existing and proposed transit facilities ❑ Area and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-public uses ❑ Phased Development Plan — where applicable, the Site Plan application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a sequence promoting street connectivity between the various phases of the development and accommodating other required public improvements, including but not limited to, sanitary sewer, stormwater management, water, and electricity. The applicant must indicate which phases apply to the Site Plan application being submitted. c. Improvement and Public Utilities Plan Revised 5/21/13 KL 5 of 10 ❑ Prepared by an Oregon licensed Civil Engineer ❑ Location and width of all existing and proposed easements ❑ Location, widths (of paving and right-of-way), and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed development, including ownership and maintenance status, if applicable. ❑ Location and type of existing and proposed street lighting ❑ Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, and similar public facilities ❑ Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails ❑ Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points d. Grading, Paving, & Stormwater Management Plan ❑ Prepared by an Oregon licensed Civil Engineer ❑ Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system ❑ Roof drainage patterns and discharge locations ❑ Pervious and impervious area drainage patterns ❑ The size and location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained ❑ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) ❑ Amount of proposed cut and fill e. Landscape Plan ❑ Drawn by a Landscape Architect ❑ Location and dimensions of landscaping and open space areas to include calculation of landscape coverage ❑ Screening in accordance with SDC 4.4-110 ❑ written description, including specifications, of the permanent irrigation system ❑ Location and type of street trees ❑ List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size, spacing, and method of planting f. Architectural Plans ❑ Exterior elevations of all buildings and structures proposed for the development site, including height ❑ Conceptual floor plans 6 of 10 Revised 5/21/13 KL g. On -Site Lighting Plan ❑ Location, orientation, and maximum height of exterior light fixtures, both free standing and attached ❑ Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area ❑ Photometric test report for each light source ❑ Additional Materials That May be Required ❑ Where a multi -family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 ❑ Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW ❑ A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present ❑ Where the development area is within an overlay district, address the additional standards of the overlay district ❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 ❑ A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property ❑ Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review ❑ Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development ❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 ❑ An Annexation application, as specified in SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can be served by sanitary sewer Revised 5/21/13 KL 7of10 $PRINGFIEL -W 225 FIFTH STREET DEVELOPMENT AND PUBLIC WORKS SPRINGFIEI_D, OR 97971 PHONE: 541.726.3753 FAX 541.736.1021 www. sprinnfiel d-or. gov December 6, 2013 REQUIRED STORMWATER SCOPING SHEET USE POLICY: In October 2003, Springfield Public Works released a trial "stormwater scoping sheet," provided to help engineers and developers meet stormwater requirements in the Springfield Development Code (SDC) and Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became apparent that users of the scoping sheet submitted much more complete applications than non-users. An added bonus was a decrease in the overall review time spent on the applications, resulting in quicker notice of decisions. As a result of the benefits of the scoping sheets, the City has decided to make their use a mandatory process. Current city policy is that the use of stormwater scoping sheets is required for all applications which require development review. All applications submitted to the City shall provide a copy of a completed stormwater scoping sheet with the application packet. Attached with this letter is the latest version of the scoping sheet, which reflects changes requested by the development community. PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A COMPLETED STORMWATER SCOPING SHEET, STORMWATER STUDY AND PLANS IN CONFORMANCE WITH THE SCOPE REQUIREMENTS DIRECTIONS FOR USING STORMWATER SCOPING SHEETS ARE AS FOLLOWS: 1.) Obtain scoping sheet from application packet, city website, or other location. 2.) Fill out project information (top half of front sheet) prior to commencement of work on stormwater study. (Note: Do not sign scoping sheet until it is received from the City with requirements checked.) 3.) Mail, fax, or email all pages to: City of Springfield, Development and Public Works Dept., Attn: Clayton McEachern. 4.) Receive completed scoping sheet (filled out by the City) indicating minimum requirements for a complete stormwater study. 5.) Include four (4) copies of complete scoping sheet (signed by engineer at the bottom of page 2), stormwater study and plans that comply with the minimum required scope with submittal of application packet. The scoping sheet shall be included as an attachment, inside the front cover of the stormwater study. Stormwater scoping sheets can be found with all application packets (City website and the DPW front counter) as well as on the Engineering and Construction Resources webpage located at: htt://www.s rinufield- or.gov/DPW/EnL�ineerinLta.ndConstructionResources.htm under the Public Improvement Permit Projects Forms section. Thank you in advance for working with the City of Springfield with this new process. Sincerely, Clayton McEachern, PE City of Springfield, Development and Public Works Email: cmceachern@springfield-or.gov Phone: (541) 736 — 1036 Fax: (541) 736 —1021 8of10 4 DEVELOPMENT AND PUBLIC WORKS SPItINGFIELD-1 — 225 FIFTH STREET OREGON SPRINGFIELD, OR 97477 PHONE 541.726.3753 N/A FAX 549.726.9021 wmv. springfield-or, gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ------------------------------------------------ email: w this f p . Y Applicant) -----., ------------------------------- (Please return to Clayton ,VcEachern @ City of SpringfieldDevelo ment and Public Works; Fax 736 - Area below this hne filled out b � A hcant -1021, Phone - 736-1036), ern@springfield or.gov Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a copy of Assessor's map): I Lf wfaa"Fv 1 l uPNal �ruonc connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Proposed Stormwater Best Management Practices: ----------- (Area below this line ill d or t by th C'ity and Rt ur tl In icannt) _----_ (At a minimum, all boxes checked by the City on the front and back of this sheet shall be submitted for an application to be complete for submittal, although other requirements may be necessa v. ) Draina e Studv Tv e fEDSPM Section 4.03.2: Note. UH ma - be substituted for Rational Method ❑ Small Site Study — (use Rational Method for calculations) ❑ Mid -Level Development Study — (use Unit Hydrograph Method for calculations) ❑ Full Drainage Development Study — (use Unit Hydrograph Method for calculations) Environmental Considerations: ❑ Wellhead Zone: _ _ ❑ Hillside Development: ❑ Wetland/Riparian: ❑ Floodway/Floodplain: ❑ Soil Type: _ _ _ _ _ _ _ ❑ Other Jurisdictions Downstream Anal sis: ❑ N/A ❑ Flow line for starting water surface elevation: ❑ Design HGL to use for starting water surface elevation: ❑ Manhole/Junction to take analysis to: Return to Clayton McEachern @ City of Springfield, email: ctnceachern@springfield-or,gov, FAX: (549) 736-9021 9of10 For Official Use Only: COMPLETE STUDY ITEMS * Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional site specific information may be required. Note: Upon scoping sheet submittal, ensure completed form has been signed in the space provided below: Interim Design Standards[Water Quality EDSPM Cha ter 31 — Req'd N/A E] 0 All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormwater Management Manual. EjFor new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Stormwater Management Manual (Sec2.4.1). If a stormwater treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with City of Springfield or Eugene's Stormwater Management Manual. EWater Quality calculations as required in Section 3.03.1 of the EDSPM. E] E] All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be rovided with secondary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. Calculations showing system capacity for a 2 -year storm event and overflow effects of a 25 -year storm event. F-1 F-1 The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review of uownstream n stCu. nmox 1-i u��•-�-- •• -- --- A downstream drainage analysis as described in EDSPM Section 4.03 A.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). MElevations of the HGL and flow lines for both city and private systems where applicable. Design of Storm Systems (EDSPM Section 4.04). F Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load without failure of the pipe structure. Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to achieve a minimum velocit of three (3�et 4er second at 0.5 pipe full based on Table 4-1 as well_ Other/Miscellaneous — -- — - Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. ❑ Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to another. Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: jwww.de .state.or.us/w /uic/uic.htm for more information. Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *This form shall be included as an attachment, inside the front cover, of the stormwater study. *IhIPORTANT.• ENGINEER PLEASE READ BELOW AND SIGN! As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study andp lan set. Signature _ — -- -Date_ — Form Version 5: June 2015 10 of 10 I I I I I I I I I I I I I I I I i I W � I I ' I I I — o I I — I I I - - _ CITY OF RINGFIELD, OREGON ILLAPPROVED DATE I EXISTING AMERICAN / TOWER COMPOUND i EXISTING BUILDING (TYP.) PARCEL # f _ — 1703354210100 EXISTING PROPERTY LINE (TYP.) —_�-- r -I IHIS PERMIT SHALL EXPIRE IF THE WORK - - AUTHORIZED UNDER THIS PERMIT IS NOT PROPERTY PLAN SCALE: 1"=60' (11x17) TNF IN PCIRIAATICIN C'.CINTA I NFTI IN THIO CFT (1F rn!W TRl I-If nrl II.IFNTC IC PRCIPRIPTARY RY NAT[ IRF ANY IIQF C1R T1ICC`I f1Cl IRF CITHFR THAN THAT — i.i ..-I A.:� Tl rAPPIFR CPAVrFC IC CTRIC`TIY PRCINIRITW,1 verizoW ANxERICAN TOWER° POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT - 0 06/12/19 1009 CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 909. JHT B 03/19/19 ISSUED FOR REVIEW 907 RJ - P -A 03/13/19 ISSUED FOR REVIEW 907 JHT REVIEWED BY: JDK vGLENN WALK sr�� �1 BOiSEEDAHO05879 • OF OW'THESE PLANS AND SPECIFICATONS. AS IN�UME OF SERACE, ME O� AND SHALL RE"N THE PROPERTY OF POWDER RIVER DEVELOPIfENT SEWCES, LLC WHETTER THE PROJECTS FOR WHICH TFtOTHt,'pq M¢ ME E(EgCl/TyED OR NOT. THESE DRAWINGS -0 SPECIFICATIO Suyy M11R0� PRIOR WRTTEN BY AW PERSON CONSENT OF THE ENE P �• • • SITE•INFORMRTION ••.•. • • VERIZON SITE NAME+ • , CENTENNIAL -A • • ' .. • 995 ;A STREET . • ...$FfZINGF'F.LP.* DR 97477• • 'LANE .••.. • •• S.... .TIT - E: PROPERTY PLAN SHEET NUMBER: C -O DISCLAIMER: _I\ THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY, ALL PROPERTY LINES, EASEMENTS, \ SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, N LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. % DATE RECEIVEDZ24 JOB NO. '" 3 / ZONE OCCUPANCY GROUP UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION LEGAL DESCRI PTION I • 03. 3rj • 2• • I o I c15-0 ADDRESS 9 GIS 5. A S OWNER cnon4 A ST. LLL - I THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL I BE APPROVED BY THE BUILDING OFFICIAL. - - _ CITY OF RINGFIELD, OREGON ILLAPPROVED DATE I EXISTING AMERICAN / TOWER COMPOUND i EXISTING BUILDING (TYP.) PARCEL # f _ — 1703354210100 EXISTING PROPERTY LINE (TYP.) —_�-- r -I IHIS PERMIT SHALL EXPIRE IF THE WORK - - AUTHORIZED UNDER THIS PERMIT IS NOT PROPERTY PLAN SCALE: 1"=60' (11x17) TNF IN PCIRIAATICIN C'.CINTA I NFTI IN THIO CFT (1F rn!W TRl I-If nrl II.IFNTC IC PRCIPRIPTARY RY NAT[ IRF ANY IIQF C1R T1ICC`I f1Cl IRF CITHFR THAN THAT — i.i ..-I A.:� Tl rAPPIFR CPAVrFC IC CTRIC`TIY PRCINIRITW,1 verizoW ANxERICAN TOWER° POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT - 0 06/12/19 1009 CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 909. JHT B 03/19/19 ISSUED FOR REVIEW 907 RJ - P -A 03/13/19 ISSUED FOR REVIEW 907 JHT REVIEWED BY: JDK vGLENN WALK sr�� �1 BOiSEEDAHO05879 • OF OW'THESE PLANS AND SPECIFICATONS. AS IN�UME OF SERACE, ME O� AND SHALL RE"N THE PROPERTY OF POWDER RIVER DEVELOPIfENT SEWCES, LLC WHETTER THE PROJECTS FOR WHICH TFtOTHt,'pq M¢ ME E(EgCl/TyED OR NOT. THESE DRAWINGS -0 SPECIFICATIO Suyy M11R0� PRIOR WRTTEN BY AW PERSON CONSENT OF THE ENE P �• • • SITE•INFORMRTION ••.•. • • VERIZON SITE NAME+ • , CENTENNIAL -A • • ' .. • 995 ;A STREET . • ...$FfZINGF'F.LP.* DR 97477• • 'LANE .••.. • •• S.... .TIT - E: PROPERTY PLAN SHEET NUMBER: C -O COMCAST IS TO INSTALL A NEW VAULT LOCATED WITHIN THE ROW AT THE -- OF PROPERTY ADJACENT TO THE EXISTING ATC EASEMENT. A BOUNDARY SURVEY MAY BE REQUIRED. VZW/COMCAST CONSTRUCTION MEET ME. THE VZW GC IS TO INSTALL ONE (1) 4" CONDUIT WITH INNERDUCT, MULE AND TRACE TAPE FROM THE VZW NEW VAULT ROUTED UNDERGROUND AND STUBBED INTO THE COMCAST INSTALLED VAULT. SEE CD'S FOR FINAL LOCATION. THE VZW GC IS TO INSTALL A NEIN VERIZON OWNED FIBER VAULT LOCATED AT THE EDGE OF ROW. SEE CD'S FOR FINAL LOCATION. THE VZW GC IS TO INSTALL TWO (2) 4" CONDUIT WITH THREE (3)1" INNERDUCT EACH WITH MULE AND TRACE TAPE FROM THE NEIN FIBER CABINET ROUTED UNDERGROUND WITHIN THE EXISTING ATC EASEMENT EAST FROM THE FENCED COUPOUND AND THEN NORTH STUBBED INTO THE VZW GC NEWLY INSTALLED VAULT. SEE CD'S FOR FINAL LOCATION. THE VZW GC IS TO PROVIDE 3RU SPACE AND -48 POWER WITHIN THE FIBER CABINET FOR THE COMCAST TRANSPORT EQUIPMENT. THE VZW GC IS TO INSTALL A NEW FIBER CABINET LOCATED WITHIN THE VZW LEASE AREA. SEE CD'S FOR FINAL LOCATION. ■ TC COMPOUND. PROPOSED\j LEASE AREA. FDP, ,PUMPER AND CIENA 3930 WITH LC FIBER CONNECTOR WITHIN THE FIBER CABINET LOCATED IN THE VZW LEASE AREA. VZW/COMCAST FIBER MEET ME. 1 i OVERALL SITE PLAN - FIBER APPROXIMATE EXISTING 20' WIDE ATC UTILITY EASEMENT FROM THE EXISTING COMPOUND TO THE ROW. CONSTRUCTION NOTES • FIBER: • A SITE SURVEY WAS PERFORMED BY CRAIG MELLAND OF AD.P, RESOURCES ON 614=18. • VZW GC TO CALL FOR LOCATES. BOTH PUBLIC AND PRIVATE PRIOR TO ANY CML ACTMTY. • THE VZW GC IS RESPONSIBLE FOR ALL TRENCIQNG ASSOCIATED WITH THE UTILITY INSTALLATION. • COMCAST IS TO EN STALL ANEW VAULT LOCATED WrMN THE ROW AT THE EDGE OF PROPERTY ADJACENT TO THE EXISTING ATC EASEMENT, VZWICOMCAST CONSTRUCTION MEET ME. • A SURVEY MAY BE REQUIRED TO DETERMIFIE EASEMENT BOUNDARY. • THE VZW GC IS TO INSTALL A NEW FIBER CABINET LOCATED %MT'HIN THE PROPOSED VZW LEASE AREA SEE C05 FOR FINAL LOCATION. THE VZW OC I S TO INSTALL A NEW VERIZON OWNED SEER VAULT LOCATED AT THE EDGE OF ROW, SEE CO'S FOR FINAL LOCATION. • THE VZW GC IS TO INSTALL TWO (2) 4• CONDUIT WITH THREE (3)1- WNIERDUCT EACH WTTH MULE AND TRACE TAPE FROM THE VZW GC NEWLY INSTALLED FIBER CVP4ET ROUTED UNDERGROUND WITHIN THE ATC EASEMENT EAST FROM THE FENCED COWOUND AND THEN NORTH STUBBED INTO THE VZW GC NEWLY INSTALLED VAULT. SEE COS FOR FINAL LOCATION, • THE VZW GC IS TO INSTALL ONE (1 ) 4- CONDUIT FROM THE VERIZON VAULT ROUTED UNDERGROUND AND STUBBED INTO THE COMCAST INSTALLED VAULT. SEE CD'S FOR FINAL LOCATION, THE VZW GC IS TO PROVIDE 3 RU SPACE AND -48 POWER WITHIN THE FIBER CARMET FOR THE COMCAST TRANSPORT EOMP1.ENT. COMCAST IS TO PROVIDE AND INSTALL AN FDP, JUMPER AND GENA 39W V4ITH LC FIBER CONNECTORS WHIN THE FUSER CABINET LOCATED W THE VZW LEASE AREA VZWICOMCAST FIBER MEET ME. COMCAST R4 TO UTILIZE THE COMCAST DESIGNATED CONDUIT FOR THE FIBER INSTALLATION FROM THE ROW TO THE VM' EQUPWNT. • THE TOTAL APPROXIMATE LENGTH OF RUN FROM , HE ROW TO THE VZMV EQUPKIENT IS 3.50'. 1513 Know what's below. Cal before you dig. venzon CENTERLINE A&-".g!jt WITAssAt5w 'A AMERICAN T'O'W'EII" 1 18.9 PRELlIIINAAY E SC IPTI 105-13-16 !AVJZBI 90% UCR FkkA1 TION C06-11-TlI AVJAK F1NAL VCR SITE NAME �.Ljrp CENTENNI< POWER FMA L MN6 I!$ : FINAL, • SITE ADDRESS • • 995 S. A STREET • $PR�'iF1ELD, OR 97477 • • • COMCAST IS TO UTILZE THE COMCAST .' DESIGNATED CONDUIT FOR THE FIBER ; INSTALLATION FROM THE ROW TO THE .•.... SHEET TITLE ' :L •'., VZW EQUIPMENT. ...•.•OVE N •SIVE' PL* ;FIBER• .••• W E SHEET NO. S A-2.0 SCALE.- NTS (,1x,71 SCALE: NTS (22X34) • • l 49'-1 " EXISTING ICE BRIDGE PROPOSED VERIZON (OTHERS) HYBRID CABLE ROUTE —A X X— --X— PROPOSED VERIZON ICE BRIDGE (APPROX. 30') _ EXISTING CHAIN LINK FENCE W/ RAZOR WIRE & PRIVACY I SLATS EXISTING MONOPOLE EXISTING UTILITY H -FRAME 4 (OTHERS) � 1 EXISTING GROUND TEST (TYP. ) PROPOSED VERIZON CABINETS (2 TOTAL) EXISTING ICE BRIDGE (OTHERS) PROPOSED VERIZON H—FRAME (1 TOTAL) PROPOSED VERIZON 12'x20' CONCRETE PROPOSED VERIZON RACK MOUNTED OVP-12 (1 TOTAL) PROPOSED VERIZON UCP DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. FUTURE CABINET k PROPOSED VERIZON ucF_ 30KW GENERATOR EXISTING ` uGP --k CONCRETE U01 -PADS ucP �cF k UCP UCF~ k7� PROPOSED VERIZON POWER ROUTE PER UCR PROPOSED VERIZON FIBER ROUTE PER UCR O EXISTING 6'x8' - __ EQUIPMENT PAD EXISTING COMMUNITY 0 PLATFORM w/ 12'x24' k----- -- UTILITY H–FRAME GROUND SPACE EXISTING BOLLARDS (OTHERS) ~ k- ~ - (NP) ------- - - ------------------------- - ---~k - so' UCF N UG" UGP SITE PLAN I SCALE: 3132"=1'-0" (11x17) I 1 I IN THIS DOCILAIENTS ;H CH verizonv A, AMERICANTOWER" POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT 0 06/12/19 100% CONSTRUCTION JDB C 05/17/19 ISSUED FOR REVIEW 90% JHT B OJ/19/19 ISSUED FOR REVIEW 90% RJP A 03/13/19 ISSUED FOR REVIEW 90% JHT REVIEWED BY: JDK D ARS GLENN WALKM BOISE,MAHO S vb #5879 O OF OV, THESE PLAN S AND SPECIFICATIONS, AS INSTRUMENTS OF SEWCE, ARE AND SHALL REHNN THE PROPERTY OF POWDER FINER PLFYi SERYiC6, LLC WHETHER THE PROJECTS FOR WHICH AI, RODE ARE UECUTEO OR NOT. THESE DRAWINGS AND SPECIF1UROft 'vY:J. jJ�� SED Bf ANY PERSON OR ENT1Y ON OTHE.WW" PRIDR v .0 SVOF THE ENGINEER, SITE�11�FAkATION +•:*+6 • • VERIZON SITE NAND...+ ' CENTENNIAL -A AM&AW59 ..'.. �•+�995SASTREET •� 9+98AtRINGAEL4OR 974tfe• ••'•• 'LANE ••••• SHE7- •TMfLE: SITE PLAN SHEET NUMBER: C-1 rHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizonT AI, AlNERICAN TOWER• POWOER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REVI DATE I DESCRIPTION INT 0 06/12/19 1007 CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 907 JHT B 03/19/19 ISSUED FOR REVIEW 907 RJR A 03/13/19 ISSUED FOR REVIEW 907 JHT REVIEWED BY: JDK GLENN WALKER BOISE,IDAHO • #5879 O �T6 OF 00P THESE PLANS PND SPECIRC 70fi , AS INSTRUMENTS OF SEWCE, PRE AW SHILL REMAIN THE PROPERTY OF PoMR RNER PyENT SERIACES. LLC WHETHER THE PRWECTS FOR WHICH T�I ' ARE EXECUTED OR NOT. THESE DRAWINGS PND SPECIFICATq 5 (i®' •E SEO DY ANY PERSON OR ENTTIY ON OTHEJOTNCI PRIOR = fiGNSV OF THE ENG41 EER. • • SITE &AUA1 TION • ' VERIZON SITE NAM€: • • • CENTENNIAL -A •.. •.' AT44,&59 .•'•. • Seel '•i • 995 S A STREET •• •••S5'RINGIFIELE;OR 974'!7•• '•. •^• *LANE •; 0a0d SHEIU 411FLE: ELEVATIONS SHEET NUMBER: C-2 POWDER RIVER DEVELOPMENT SERVICES, LLC HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY FOR ITS ABILITY TO SUPPORT THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR ALL t+ T.O. EXISTING LIGHTNING ROD T.O. EXISTING LIGHTNING ROD — TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES PROPOSED VERIZON EL. 160'-0" (AGL) EL. 160'-0" (AGL) AND ASSOCIATED EQUIPMENT MOUNTS. OVP-12 (1 TOTAL) NOTE: ALL NEWLY INSTALLED ANTENNAS, RU �, T.O. EXISTING MONOPOLE TOWER T.O. EXISTING MONOPOLE TOWER E SHROUDS AND THE OVP ARE TO BE EL. 151'—D" (AGL) EL. 151'-0" {AGL) — PAINTED TO MATCH THE EXISTING TOWER. A, � PROPOSED VERIZON ANTENNAS _ EL 150'-0' (AGL) PROPOSED VERIZON RRU PROPOSED VERIZON RRU SHROUDS (2 PER SECTOR, 6 TOTAL) (2 PER SECTOR, 6 TOTAL) PROPOSED VERIZON ANTENNA PROPOSED VERIZON SECTOR FRAME (2 PER SECTOR, 6 TOTAL) (1 PER SECTOR, 3 TOTAL) OF EXISTING ANTENNAS (OTHERS)OF EXISTING ANTENNAS (OTHERS) EL. 94'-0" (AGL) EL. 94'-0° (AGL) EXISTING MONOPOLES EXISTING MONOPOLE PROPOSED VERIZON HYBRID CABLE--\ (1 TOTAL) ROUTED PER AMERICAN TOWER STRUCTURAL ANALYSIS GRADE GRADE EL. 0'-0" (AGL) EL. 0'-0" (AGL) TOWER ELEVATION (EXISTING) SCALE 1"=20' (11x17) 2 TOWER ELEVATION (PROPOSED) SCALE: V=20' (11x17) T rHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizonT AI, AlNERICAN TOWER• POWOER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REVI DATE I DESCRIPTION INT 0 06/12/19 1007 CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 907 JHT B 03/19/19 ISSUED FOR REVIEW 907 RJR A 03/13/19 ISSUED FOR REVIEW 907 JHT REVIEWED BY: JDK GLENN WALKER BOISE,IDAHO • #5879 O �T6 OF 00P THESE PLANS PND SPECIRC 70fi , AS INSTRUMENTS OF SEWCE, PRE AW SHILL REMAIN THE PROPERTY OF PoMR RNER PyENT SERIACES. LLC WHETHER THE PRWECTS FOR WHICH T�I ' ARE EXECUTED OR NOT. THESE DRAWINGS PND SPECIFICATq 5 (i®' •E SEO DY ANY PERSON OR ENTTIY ON OTHEJOTNCI PRIOR = fiGNSV OF THE ENG41 EER. • • SITE &AUA1 TION • ' VERIZON SITE NAM€: • • • CENTENNIAL -A •.. •.' AT44,&59 .•'•. • Seel '•i • 995 S A STREET •• •••S5'RINGIFIELE;OR 974'!7•• '•. •^• *LANE •; 0a0d SHEIU 411FLE: ELEVATIONS SHEET NUMBER: C-2 verizon, SITE INFORMATION TOWER MANAGER: AMERICAN TOWER SHEET NO. 10 PRESIDENTIAL WAY REV WOBURN, MA 01801 SITE ADDRESS: 995 S A STREET SPRINGFIELD, OR 97477 COUNTY: LANE LATITUDE: 44.04466' LONGITUDE: —123.0146' GROUND ELEVATION: 465' (AMSL) OCCUPANCY TYPE: UNMANNED ZONING JURISDICTION: SPRINGFIELD ZONING CODE: LIGHT MEDIUM INDUSTRIAL PARCEL NUMBER: 1703354210100 POWER PROVIDER: SPRINGFIELD UTIL. BOARD TELCO PROVIDER: CENTURYLINK I CONTACT INFORMATION I SITE ACQUISITION: POWDER RIVER DEVELOPMENT SERVICES, LLC. 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: AARONWILLIAMS PHONE: 714.943 . 0336 EMAIL: oaron.williams@powderriverdev.com A&E SERVICES: POWDER RIVER DEVELOPMENT SERVICES, LLC. 408 S. EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: TODD HILL PHONE: 406.595.2233 EMAIL: todd.hil0powderriverdev.com PROPERTY OWNER: NAME: ADDRESS: APPLICANT: VERIZON REAL ESTATE 5430 NE 122ND AVE. PORTLAND, OR 97230 CONTACT: MAXIMGUBKIN PHONE: 503.951 . 8909 EMAIL: maxim.gubkin®verizonwireless.com TOWER CONTACT: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 PROJECT #: 12648826 CONTACT: JANELLE RENNER PHONE: 360.600.6799 EMAIL: janelle.renner®americantower.com ATC ASSET #: 41859 VERIZON SITE NAME: CENTENNIAL -A LOCATION: 995 S A STREET, SPRINGFIELD, OR 97477 151' MONOPOLE COLOCATION I DRIVING DIRECTIONS I DIRECTIONS FROM PORTLAND INTERNATIONAL AIRPORT: DEPART AIRPORT TOWARD DEPART NE AIRPORT WAY TOWARD NE 82ND AVE. TAKE RAMP RIGHT FOR 1-205 SOUTH TOWARD PORTLAND. SALEM. AT EXIT 21B, TAKE RAMP RIGHT FOR 1-84 WEST. US -30 WEST TOWARD PORTLAND. TAKE RAMP LEFT FOR 1-5 SOUTH TOWARD BEAVERTON. SALEM. AT EXIT 194A, TAKE RAMP RIGHT FOR OR -126 EAST TOWARD SPRINGFIELD. KEEP STRAIGHT ONTO OR -126 E. TAKE RAMP RIGHT FOR OR -528 SOUTH TOWARD SPRINGFIELD CITY CTR. TURN RIGHT ONTO OR -528 S. PIONEER PKWY W/ TURN LEFT ONTO OR -126 E BR. S A ST. ARRIVE AT OR -126 E BR. S A ST ON THE RIGHT. APPLICABLE CODES BUILDING CODE 2014 OSSC ELECTRICAL CODE 2017 OESC I SCOPE OF WORK RFDS PROJECT ID: 98375 DATE: 10/11/2018 — INSTALL (6) ANTENNAS ON TOWER INSTALL (3) SECTOR FRAMES ON TOWER — INSTALL (6) RRU ON TOWER — INSTALL (1) OVP-12 ON TOWER INSTALL (1) HYBRID CABLE ON TOWER INSTALL (1) OVP-12 ON GROUND — INSTALL (1) FIBER VAULT ON GROUND INSTALL (6) PAINTED RRU SHROUDS — INSTALL GROUND EQUIPMENT NOTE: — INSTALL (1) GENERATOR ALL NEWLY INSTALLED ANTENNAS, RRU SHROUDS AND THE OVP ARE TO BE PAINTED TO MATCH THE EXISTING TOWER verizon A, AMERICAn# TOWER° POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT • 0 06/12/19 100% CONSTRUCTION x doe C 05/17/19 ISSUED FOR REVIEW 90% Be 03/V 9/19 ISSUED FOR REVIEW 90%0 • RJ►. „ !�3/14/19 ISS41j GDS jRII IEW 90%• • 414 ,R"445D BY: •JOK a• • 000000 eats** ••• • • s T7'''�� 00 00 SOD A Ij •••••- E+T� • • • • � 0000 •aa• GLENN WALXM I BO[SE H)AHO • ,N9T #57 79 069 G� OF ORS' THESE PUNSA110 SPECIFICATIONS, AS INSTRUMENTS OF SERJICE, ARE AND SHN1 REMAN THE PRCPVR OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PRI FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT, THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED EY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER, SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 DRAWING INDEX SHEET NO. DESCRIPTION REV T-1 TITLE SHEET 0 GN -1 GENERAL NOTES 0 GN -2 GENERAL NOTES C C-0 PROPERTY PLAN 0 A-2.0 OVERALL SITE PLAN — FIBER (BY OTHERS) C-1 SITE PLAN 0 C-2 ELEVATIONS 0 C-3 ANTENNA PLANS 0 C-3.1 RF INFORMATION 0 C-3.2 CABLE SPECIFICATIONS 0 C-4 EQUIPMENT DETAILS 0 C-5 EQUIPMENT DETAILS 0 C-6 EQUIPMENT DETAILS 0 C-7 EQUIPMENT DETAILS 0 C-8 EQUIPMENT DETAILS 0 C-9 EQUIPMENT DETAILS 0 G-1 GROUNDING PLAN 0 G-2 GROUNDING DETAILS 0 I SCOPE OF WORK RFDS PROJECT ID: 98375 DATE: 10/11/2018 — INSTALL (6) ANTENNAS ON TOWER INSTALL (3) SECTOR FRAMES ON TOWER — INSTALL (6) RRU ON TOWER — INSTALL (1) OVP-12 ON TOWER INSTALL (1) HYBRID CABLE ON TOWER INSTALL (1) OVP-12 ON GROUND — INSTALL (1) FIBER VAULT ON GROUND INSTALL (6) PAINTED RRU SHROUDS — INSTALL GROUND EQUIPMENT NOTE: — INSTALL (1) GENERATOR ALL NEWLY INSTALLED ANTENNAS, RRU SHROUDS AND THE OVP ARE TO BE PAINTED TO MATCH THE EXISTING TOWER verizon A, AMERICAn# TOWER° POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT • 0 06/12/19 100% CONSTRUCTION x doe C 05/17/19 ISSUED FOR REVIEW 90% Be 03/V 9/19 ISSUED FOR REVIEW 90%0 • RJ►. „ !�3/14/19 ISS41j GDS jRII IEW 90%• • 414 ,R"445D BY: •JOK a• • 000000 eats** ••• • • s T7'''�� 00 00 SOD A Ij •••••- E+T� • • • • � 0000 •aa• GLENN WALXM I BO[SE H)AHO • ,N9T #57 79 069 G� OF ORS' THESE PUNSA110 SPECIFICATIONS, AS INSTRUMENTS OF SERJICE, ARE AND SHN1 REMAN THE PRCPVR OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PRI FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT, THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED EY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER, SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 GENERAL NOTES 1. NERAL NOTE AND TYPICAL DETAILS HA APPLY T A PARTS OF THE J GE S ET SHALL L 0 ALL E OB EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER SHEETS. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 2.WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE LATEST EDITION OF THE BUILDING CODE AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. 3.OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. 4.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 5.THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, TEMPORARY SUPPORTS AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF MATERIAL OR WORK, ARE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6.SAFEfY: CONFORM TO ALL APPLICABLE OSHA CONSTRUCTION SAFETY REGULATIONS FOR ALL WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE ENGINEER OR OWNER. 7.ANY PROPRIETARY COMPONENTS, MOUNTS, MATERIALS, CHEMICAL, EPDXY AND WEDGE ANCHORS, AND SHOT PINS SHALL BE EXACTLY AS CALLED FOR IN THESE DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED OR DISAPPROVED BY THE ENGINEER AT THE EXPENSE OF THE ENTITY REQUESTING THE SUBSTITUTION PRIOR TO THE INSTALLATION. B.THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS. 9.THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COORDINATION AND ASSEMBLY OF ALL PARTS OF THE CONSTRUCTION DEPICTED HEREIN. THE CONTRACTOR SHALL PERFORM ANY CONSTRUCTABILITY REVIEW OR COORDINATION DRAWINGS NECESSARY TO IDENTIFY CONSTRUCTABILITY PROBLEMS PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL SERVICE AND OVERALL COORDINATION. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO THE CARRIER CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK. 11. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING STRUCTURES, LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JCB IS COMPLETED. 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE GOVERNING AGENCY. 15. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH ALL LOCAL AND STATE AND FEDERAL REGULATIONS. 16. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO CARRIER. 17. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR PERFORM ANY CONSTRUCTION ACTIVITIES UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. IN ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN SPECIFICATIONS AND NOTES ON THE DRAWINGS OR BETWEEN GENERAL NOTES AND SPECIFIC PLANS OR DETAILS, THE ENGINEER SHALL BE NOTIFIED, AND HE/SHE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS PRIOR TO THE INSTALLATION OF THAT PORTION OF WORK, 18. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. 19. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 20. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 21. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 22. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT NOT OTHERWISE SHOWN HEREIN. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED. 23. GOVERNING AGENCY -APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION, AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 24. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CARRIER CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. 25. AS -BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE CARRIER CONSTRUCTION SUPERVISOR'S REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CARRIER CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS. 26. A CLOSEOUT BOOK CONTAINING THE FOLLOWING, SHALL BE PROVIDED BY THE CONTRACTOR, AS APPLICABLE: A.AS BUILT DESIGN DRAWINGS B.SWEEP TEST RESULTS C,RESISTIVELY TEST D.PHOTO DOCUMENTATION OF: I. UNDERGROUND CONDUITS AND GROUND RING II. ANTENNA, COAX, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS III, ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK PLANE OF THE ANTENNA IV. GROUND BAR ATTACHMENTS E.SIGNED OFF PERMIT CARDS F.CERTIFICATE OF OCCUPANCY G.RETURN OF KEYS AND/OR ACCESS AUTHORIZATION H.ORIGINAL BUILDING PERMIT SITE WORK NOTES 1.SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS. 2. REFERENCES: A.DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C.OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) D.AASHTO (AMERICAN ASSOCIATION OF STATE TRANSPORTATION OFFICIALS) 3.INSPECTION AND TESTING: AFIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, COMPACTION AND CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING LAB. B.ALL WORK SHALL BE INSPECTED AND RELEASED BY THE CARRIER CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 4.SITE MAINTENANCE AND PROTECTION: A,PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE CONTRACT. B.00NTACT THE ONE -CALL UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED. C.AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING ITEMS THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. D.KEEP SITE FREE OF ALL PONDING WATER. E.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS. F.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. 5.13EFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL TIMES. 6.ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 7.PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. S.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK, REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND GRUBBED. 9.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS, BURNING IS NOT PERMITTED. 10. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTION, NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. 11. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACK FILL. ALL EXCESS EXCAVATED, AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE CARRIER CONSTRUCTION SUPERVISOR. (UNSUITABLE MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.) ■ verizon AMERICAN TOWER° L POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT • . • • 40 • 0 06/12/19 100% CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 90% 39103/49/19 1 ISSUED FOR REVIEW 90%••-J/ Aa 10 /1. 19 I ISSU D*50j VIEW 90%• • -iia •R"F•11" BY: •JOi( •• • GLENN WAL K ER f� BOISE IDAHO � • lU 06/17/19 GQ OF ORti THESE PIANS AND SPEqFIGTI0N5, /5 INSTRUMENTS OF SERr10E, ARE PND SHALL RDMN THE PROPERLY OF POWDER RNER DEVELOPMENT SMDES, LLC W MSR THE PROJECTS FOR WHICH THEY ARE MADE ARE UECUTEO OR NOT, THESE DRAWINGS AND SPMFICATIONS SHALL NOT BE USED By PNY PERSON OR ENTRY ON OTHER PROJECTS WrFHOUT PRIOR WREN CONSENT OF ThE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -1 ELECTRICAL NOTES 1.THESE NOTES DESCRIBE THE MINIMUM REQUIREMENT FOR INSTALLATION OF ALL ELECTRICAL SYSTEMS, SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2.THE PUBLICATIONS LISTED BELOW FORM PART OF THESE NOTES. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NEPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING ALL APPLICABLE AMENDMENTS G. UL (UNDERWRITERS LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 3.THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 4.WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS. 5JTEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN FIRST-CLASS CONDITION. 6.SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE CARRIER CONSTRUCTION SUPERVISOR AND BY THE ENGINEER. 7.THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE UL LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS WHERE APPLICABLE. &CONDUITS: A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC , SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS. C. ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION -TYPE FITTINGS. D. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED. 9.CABLES CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STANDARD ANNEALED COPPER WIRE WITH NEC 600 -VOLT INSULATION. A. #8 AND LARGER -STRANDED TYPE, THHN OR THWN. B. #10 AND SMALLER -SOLID TYPE THHN OR THWN. C. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE TYPE XHHW. D. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE BUILT-UP ROOFING MATERIAL SHALL BE TYPE XHHW 10. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, SURFACE -MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD/ZINC ELECTROPLATED WITH THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE SELF-CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SIERRA PLASTIC STYLE, IVORY COLOR. 11. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS. SUPPORTS SHALL BE PROVIDED EVERY 3'-0" ON CENTER. 12. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. 13. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTING UNDERGROUND SERVICES, 14. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MADE BY A CARRIER CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED, 15. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL. 16. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIONS. 17. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID. 18. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3 -INCH TO 100 -FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. 19. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. 20. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE. 21. MARK UNDERGROUND CONDUITS WITH A 6 -INCH WIDE RED POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: CAUTION -BURIED ELECTRICAL CABLE, 22. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS J.M. DUXSEAL, OR AN CARRIER -APPROVED SUBSTITUTE. THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RUBBER -LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY. 23. COAXIAL - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 24. ANTENNA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 25. LNA/MHA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. GROUNDING NOTES 1.THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. 2.APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS SPECIFICATION INCLUDE THE FOLLOWING: A. FENCE AND GATE POSTS B. ELECTRICAL POWER SYSTEMS C. GROUNDING ELECTRODES D. GROUND BUS BAR E. SERVICE EQUIPMENT F. ENCLOSURES G. MONOPOLE / LATTICE TOWER H. ICE BRIDGE 3.REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THESE DRAWINGS. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THESE DRAWINGS ARE ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE, EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THESE DRAWINGS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS, A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) G. UL (UNDERWRITERS' LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 4.MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUT NOT LIMITED TO, GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE OF COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, UL, AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED. A. GROUNDING: I. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES. II. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL PERFORM A GROUND -RESISTANCE -TO -EARTH TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF 5 OHMS OR MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS NECESSARY SO THAT THE OVERALL GROUND -TO -EARTH RESISTANCE IS LESS THAN 5 OHMS. III. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, NEC'S "STANDARD OF INSTALLATION," AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. IV, COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEMS, V. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLE THE TOWER AND EQUIPMENT, AND ARE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS, VI. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS, WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN UL 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. VII. APPLY CORROSION -RESISTANT FINISH (NO -OX OR CARRIER -APPROVED EQUIVALENT) TO FIELD -CONNECTIONS, AT COPPER GROUND BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED, OR ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS. VIII. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS, WHEN A NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY BE AT A MINIMUM OF ONE LOCATION SO THAT THEY ARE AT THE SAME VOLTAGE POTENTIAL. IX. ALL TOWER AND TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO FEET MAXIMUM. B. GROUND RODS: I. GROUND RODS SHALL BE 5/8" DIAMETER WITH 8'-0" EMBEDMENT MIN., COPPER CLAD DRIVEN ROD(S). II. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN ON THE DRAWINGS. III. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM OF 8'-0" AND A MAXIMUM SPACING OF 10'-0" ON CENTER, IV. GROUND RODS SHALL BE BURIED BELOW THE FROSTLINE. AT NO TIME SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. V. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE 10'-0", SHALL BE DRIVEN AT AN ANGLE NOT GREATER THAN 45 DEGREES (NEC 250-83 AND 250-84). VI. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS -BUILT DRAWING COMPLETE WITH DIMENSIONS. VII. PROVIDE GROUND TEST WELLS SHOWN ON THE CONSTRUCTION DRAWINGS. C. GROUND CONDUCTOR: I. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 AWG) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36" BELOW GRADE. II. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE SPLICES, TEES AND ALL GROUND ROD CONNECTIONS, MOLD, WELD KITS, ETC., SHALL BE MANUFACTURED BY CADWELD AND SHALL BE I INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. III, GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND C STRAIGHTEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: IV. ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TC THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) V. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12 -INCH MINIMUM BENDING RADIUS. VI. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED GROUND CABLES SHALL BE ROUTED AT 90 -DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES, WITH THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION. 5.PREPARATION: A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE FREE OF PAINT, GALVANIZING DIRECT CORROSION, ETC. B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE, 6.EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY CARRIER CONSTRUCTION SUPERVISOR AND ENGINEER OF RECORD IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR A MINIMUM OF 24 HOURS PRIOR TO TRENCH BACK FILL. ALL WORK DONE BELOW FINISHED GRADE SHALL BE INSPECTED BY THE CONSTRUCTION SUPERVISOR DURING THAT PERIOD. 7.GROUND TESTING: A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE WITH THE METHODS OF MEASUREMENT DEFINED IN THE FALL OF POTENTIAL METHOD. B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH. C. PRIOR TO TESTING, THE CONTRACTOR SHALL DE -ENERGIZE ALL POWER SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST AS OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TO THE CARRIER CONSTRUCTION SUPERVISOR FOR APPROVAL. verizow' AA AMERICAPi TOWER° POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT 00 00 ••• _ 0 06/12/19 100% CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 90% J B 03/16/19 ISSUED FOR REVIEW 90% • • Fs a3/13 19 I ISSUI�EW 90% • • 410 S6V"ifl BY: rflw r GLENN WAL�nR SOISE,IDAHO 4 • #5879 1?, 06/17/119 GQ F OF ORS THEE PLANS AND SPECIRCARONS, AS INSTRUMENTS OF SERVICE AAE AND SH RE N THE PROPERTY OF POWDER RUM DEVELOPIAENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EYECUTED OR NOT. THESE DRAWNCS AND SPECIFT 70NS SW NOT BE USED Eft ANY PERSON OR ENITTY ON OTHER PROJECTS WfTHOUr PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -2 DISCLAIMER: r — THESE CURRENT�LAND SURVEYWINGS ALLLDUCED PROPERTY �NESUT HEASEMENTS,E BENEFIT A SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO \ START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, f , LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY I LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. f� 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 m — I LLJ 1 — r I __ J EXISTING AMERICAN r rf TOWER COMPOUND EXISTING BUILDING (TYP.) I r r I PARCEL # — 1703354210100 f „� ?ERN t LINE (TYP.) 1 _ _ r r ti PROPERTY PLAN SCALE: I"=80' (11x17) THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verlzronv AMERICAN TOWER° POLDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT - .01 • • • • • • • • 0 06/12/19 100% CONSTRUCTION MJDBI C 05/17/19 ISSUED FOR REVIEW 90% 1 JHT B03/1•/19 ISSUED FOR REVIEW 90% • • gyp• I A (QT/13/�9 ISSUEJ3 f&3R,.IJEW 90% • *1 JJT. 45/IES/6Cz BY: 2C Cs •• • • • s • . .� ... GLENN WALKER BOISE,IDAHO • THESE PLANS AND SPECIFlCARDNS, AS INSTRUMENTS OF S CE, ME AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERMCES, LLC WHETHER THE PROJECTS FOR WHICH THEY ME MADE ME EXECUTED OR NOT. THESE DRAWINGS AND SPECTFIAMNS SHALL NOT BE USED By ANY PERSON OR ENTRY ON OTHER PROJECTS WNHOUT PRIOR WRRiEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: PROPERTY PLAN SHEET NUMBER: C-0 -� OF PROPERTY ADJACENT TO THE EXISTING ATC EASEMENT. A BOUNDARY SURVEY MAY BE REQUIRED. VZW/COMCAST CONSTRUCTION MEET ME. THE VZW GC IS TO INSTALL ONE (1) 4" CONDUIT WITH INNERDUCT, MULE AND TRACE TAPE FROM THE VZW NEW VAULT ROUTED UNDERGROUND AND STUBBED INTO THE COMCAST INSTALLED VAULT. SEE CD'S FOR FINAL LOCATION. OWNED FIBER VAULT LOCATED AT THE EDGE; ` OF ROW. SEE CD'S FOR FINAL LOCATION. JI INNERDUCT EACH WITH MULE AND TRACE TAPE FROM THE NEW FIBER CABINET ROUTED UNDERGROUND WITHIN THE EXISTING ATC EASEMENT EAST FROM THE FENCED COUPOUND AND THEN NORTH STUBBED INTO THE VZW GC NEWLY INSTALLED VAULT. SEE CD'S FOR FINAL LOCATION. THE VZW GC IS TO PROVIDE 3RU SPACE AND 48 POWER WITHIN THE FIBER CABINET FOR THE COMCAST TRANSPORT EQUIPMENT. THE VZW GC IS TO INSTALL A NEW FIBER CABINET LOCATED WITHIN THE VZW LEASE AREA. SEE CD'S FOR FINAL LOCATION, EXISTING FENCED ATC COMPOUND. LEASE AREA. COMCAST IS TO PROVIDE AND INSTALL AN FDP, JUMPER AND CIENA 3930 WITH LC FIBER CONNECTOR WITHIN THE FIBER CABINET LOCATED IN THE VZW LEASE AREA, VZW/COMCAST FIBER MEET ME. 1 1 OVERALL SITE PLAN - FIBER APPROXIMATE EXISTING 20' WIDE ATC UTILITY EASEMENT FROM THE EXISTING COMPOUND TO THE ROW. • A SITE SURVEY WAS PERFORMED BY CRAIG MELLAND OF A.D.P. RESOURCES ON 6/412016, • VZW GC TO CALL FOR LOCATES. BOTH PUBLIC AND PRNATE PRIOR TO ANY CML ACTIVITY, • THE VZW GC IS RESPONSIBLE FOR ALL TRENCHING ASSOCIATED WITH THE UTRITY INSTALLATION. • COMCAST IS TO INSTALL A NEW VAULT LOCATED WITHIN THE ROW AT THE EDGE OF PROPERTY ADJACENT TO THE EXISTING ATC EASEMENT. VZWICOMCAST CONSTRUCTION MEET ME. • A SURVEY MAY BE REQUIRED TO DETERMINE EASEMENT BOUNDARY. • THE VZW GC IS TO INSTALL A NEW FIBER CABINET LOCATED WITHIN THE PROPOSED VZW LEASE AREA SEE CVS FOR FINAL, LOCATION, • THE VZW OC I S TO INSTALL A NEW VERIZON OWNED FIBER VAULT LOCATED AT THE EDGE OF ROW. SEE CO'S FOR FINAL LOCATION, • THE VZW GC IS TO INSTALL TWO (2) 4" CONDLAT WITH THREE (3) V INNERDUCT EACH WITH MULE AND TRACE TAPE FROM THE VZW GC NEWLY INSTALLED FIBER CABINET ROUTED UNDERGROUND WITHIN THE ATC EASEMENT EAST FROM THE FENCED COMPOUND AND THEN NORTH STUBBED INTO THE VZW GC NEWLY INSTALLED VAULT. SEE COS FOR FINAL LOCATION • THE VZW GC IS TO INSTALL ONE (1) 4- CONDUIT FROM THE VERIZON VAULT ROUTED UNDERGROUND AND STUBBED INTO THE COMCAST INSTALLED VAULT. SEE CD'S FOR FINAL LOCATION: • THE VZW GO IS TO PROVIDE 3 RU SPACE AND -48 POWER WITHIN THE FIBER CABINET FOR THE CO ICAST TRANSPORT EQUIPMENT. • COMCAST IS TO PROVIDE AND INSTALL AN FDP. JUMPIER AND GENA 3930 WITH LC FIBER CONNECTORS WITHIN THE FIBER CMNFT LOCATED W THE VZW LEASE AREA VZWICOMCAST FIBER MEET ME • COMCAST IS TO UTILIZE THE COMCAST DESIG"ATED CONDUIT FOR THE FIBER INSTALLAMNI FROM THE ROW TO THE VZW EQUIPMENT. • THE TOTAL APPROXIMATE LENGTH OF RUIN FROM THE ROW TO THE VZW EOUEMENT IS 3501. 49 Know what's below. Call before you dig. COMCAST IS TO UTILZE THE COMCAST DESIGNATED CONDUIT FOR THE FIBER INSTALLATION FROM THE ROW TO THE VZW EQUIPMENT. N W £ S SCALE: NTS (11X17) SCALE: NTS (22X34) vertza�r�� CENTERLINE tatAOwKiV "*k"e�kemv* jA AMERICANTOWER' 0000 I • •• . 0000•• CPrf A0j i 7 NO.- VER -:$:0.;46 3 PRELIMIMMY• • ' aDATE OrC OI _!.TI1 ION c 1 A!4 � VI w -SCRIPTIOK 0 0611.118 AXING FINAL UCR SITE NAME EUG CENTENNIAL POWER FINAL I FIBER FINAL SITE ADDRESS 995 S. A STREET SPRW5FIELD. OR 97477 SHEET TITLE OVERALL SITE PLAN - FIBER SHEET NO. A-2.0 ••• verizon, AMERICA14 TOWERO POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT • cam, �- 0. 06/12/19 100% CONSTRUCTION C 05/17/19 ISSUED FOR REVIEW 907 JHi B j3/19,/19 1 ISSUED FOR REVIEW 907 • IN A 03 '�3/ ISSUED�'F F REhw 90� R"WF BY: • GLENN WALKER ' BOISEIMAHO 79 06/157/19 OF ORS THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL RID"N THE PROfE OF POWDER RIVEN DEVELOPMENT SFACES, LLC WHETHER THE PROJECTS FCR WHICH THEf ATE WDE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHH NOT BE USED Br ANY PERSON OR EN77/ ON OTHER PROJECTS WITH 0Ur PRIOR WRITTEN CONSENT OF THE ENGINEER, SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: SITE PLAN SHEET NUMBER: C-1 verizonv' AMERICAN TOWER® POW DER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS TEV I DATE DESCRIPTION , KT A, I 1 • 0 05/12/19 100% CONSTRUCTION "DE_' C 1 05/17/19 ISSUED FOR REVIEW 90% dH� B 3/1 19 ISSUED FOR REVIEW 90% A *.•/13/78 ISSUEDZFX- MrAtW 90% • R" TME m BY: so 00 :Goo *00 GLENN WALKER r� BOISE -IDAHO #5879 _1TFOF 0013 THESE PL S ANO SPEpFlCATONS, AS INSTRUMENTS OF SEWCL ARE AND SHALL REMAIN THE PROPERTY OF POWDER RNER DEVELOPMENT SEWCES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED DR NOT. THESE DRAWINGS AND SPECIFICATONS SHALL NOT BE USED BY ANY PERSON OR EN ON OTHER PROJECTS WITHOUT PRIOR WR[TTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: ELEVATIONS SHEET NUMBER: C-2 POWDER RIVER DEVELOPMENT SERVICES, LLC HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY FOR ITS ABILITY TO SUPPORT THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR ALL T.O. EXISTING LIGHTNING ROD T.O. EXISTING LIGHTNING ROD 0 EL. 160'-0" (AGL) TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES PROPOSED VERIZON AND ASSOCIATED EQUIPMENT MOUNTS. EL. 160'-0" (AGL) (1 TOTAL) NOTE: T.O. EXISTING MONOPOLE TOWER T.O. EXISTING MONOPOLE TOWER �+ — RRU ALL NEWLY INSTALLED ANTENNAS, E SHROUDS AND THE OVP ARE TO BE EL. 151'-0" (AGL) EL. 151'-0" (AGL) -- PAINTED TO MATCH THE EXISTING TOWER. rL PROPOSED VERIZON ANTENNAS EL. 150'-0- (AGL) PROPOSED VERIZON RRU PROPOSED VERIZON RRU SHROUDS (2 PER SECTOR, 6 TOTAL) (2 PER SECTOR, 6 TOTAL) PROPOSED VERIZON ANTENNA PROPOSED VERIZON SECTOR FRAME (2 PER SECTOR, 6 TOTAL) (1 PER SECTOR, 3 TOTAL) q OF EXISTING ANTENNAS (OTHERS) OF EXISTING ANTENNAS (OTHERS) EL. 94'-0" EL. 94'-0" (AGL) (AGL) EXISTING MONOPOLE—•, EXISTING MONOPOLE PROPOSED VERIZON HYBRID CABLE (1 TOTAL) ROUTED PER AMERICAN TOWER STRUCTURAL ANALYSIS ob GRADE GRADE _ EL. 0'-0" (AGL) EL. 0'-0" (AGL) TOWER ELEVATION (EXISTING) SCALE: 1"=20' (11x17) 2 TOWER ELEVATION (PROPOSED) SCALE: 1"=20' (1107) verizonv' AMERICAN TOWER® POW DER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS TEV I DATE DESCRIPTION , KT A, I 1 • 0 05/12/19 100% CONSTRUCTION "DE_' C 1 05/17/19 ISSUED FOR REVIEW 90% dH� B 3/1 19 ISSUED FOR REVIEW 90% A *.•/13/78 ISSUEDZFX- MrAtW 90% • R" TME m BY: so 00 :Goo *00 GLENN WALKER r� BOISE -IDAHO #5879 _1TFOF 0013 THESE PL S ANO SPEpFlCATONS, AS INSTRUMENTS OF SEWCL ARE AND SHALL REMAIN THE PROPERTY OF POWDER RNER DEVELOPMENT SEWCES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED DR NOT. THESE DRAWINGS AND SPECIFICATONS SHALL NOT BE USED BY ANY PERSON OR EN ON OTHER PROJECTS WITHOUT PRIOR WR[TTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: ELEVATIONS SHEET NUMBER: C-2 PROPOSED VERIZON RRU SHROUDS (2 PER SECTOR, 6 TOTAL) PROPOSED VERIZON RRU (2 PER SECTOR, 6 TOTAL) PROPOSED VERIZON OVP-12 (1 TOTAL) —EXISTING MONOPOLE PROPOSED VERIZON ANTENNA (2 PER SECTOR, 6 TOTAL) POWDER RIVER DEVELOPMENT SERVICES, LLC HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY FOR ITS ABILITY TO SUPPORT THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR ALL TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS. ALL NEWLY INSTALLED ANTENNAS, RRU SHROUDS AND THE OVP ARE TO BE PAINTED TO MATCH THE EXISTING TOWER. ANTENNA PLAN (PROPOSED) I SCALE: N.T.S. I 1 I FINAL ANTENNA, EQUIPMENT & COAX CONFIGURATION SECTOR POSITION QT' ANTENNA MANUFACTURER ANTENNA MODEL COR AZI COAX HYBRID RRH (QTY) MODEL JUNCTION BOX (OVP) QTY MODEL DIPLEXER TOWER Q MODEL TMA TOWER QTY MODEL STATUS NOTES ALPHA 1 150' (1) ERICSSON 8843 B2 & 866A (1) ERICSSON 4449 2 1 JMA WIRELESS MX06FRO860-02 330, LTE 700/850/PCS 3 1 JMA WIRELESS MX06FROB60-02 33V LTE 700/850/AWS1/AWS3 B5 & B13 4 1 (1) (1) ERICSSON 8843 2 1 JMA WIRELESS MX06FRO860-02 120' 12x24 (1) RAYCAP B2 & B66A LTE 700/850/PCS BETA 150 3 1 JMA WIRELESS MX06FR0860-02 120' HYBRID (1) ERICSSON 4449 RCMDC-6627—PF-48 LTE 700/850/AWS1/AWS3 (180') B5 & B13 4 1 2 1 JMA WIRELESS MX06FROB60-02 240' (1) B21CON &S866A843 LTE 700/850/PCS GAMMA 150' 3 1 JMA WIRELESS MX06FROB60-02 240' (1) ERICSSON 4449 LTE 700/850/AWS1/AWS3 85&B13 4 I INSTALLATION NOTES: 1. CONTRACTOR TO VERIFY ALL EQUIPMENT MODELS, LOCATIONS AND CONFIGURATIONS WITH CURRENT VERIZON SMR. 2. CONTRACTOR TO FIELD VERIFY ALL CABLE LENGTHS PRIOR TO ORDERING MATERIALS. 3. CONTRACTOR TO INSTALL ANTENNAS MAINTAINING MINIMUM REQUIRED SEPARATION DISTANCES FROM EXISTING APPURTENANCES AND TO AVOID INTERFERENCE WITH INTENDED PATH. 4. CONTRACTOR TO FIELD VERIFY AZIMUTH, CENTERLINE HEIGHT AND MECHANICAL DOWNTILT. IF INCONSISTENCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARISE, ENGINEER SHALL BE NOTIFIED. ANTENNA SCHEDULE (PROPOSED) 1 2 verizon'-.1 I 'K AMERICAN TOWER° POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTON INT ems. • •••- •• 0 06/12/19 100% CONSTRUCTION 3DB C 05/17/19 ISSUED FOR REVIEW 90% JFjT B 313/19 19 ISSUED FOR REVIEW 907, • WO A 13/ 9 155 U EE�F+p3.9 !JW 90% • JF,� GLENN WALKER BOISE,IDAHO OB #5879U G0 E OF ORS THESE "SMIRUME D SPECIFlCA70N5, AS INSNTS OF SERJM ARE AND SHALL AND THE PROPERTY OF POWOER RTVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE WE ME EXECUTED OR NOT, THESE DRAWINGS AND SPECYFlCATTONS SHALL NOT BE USED BY ANY PERSON OR ENI11Y ON OTHER PROJECTS WfTHOUT PRIOR WRJTTE,I CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: ANTENNA PLANS SHEET NUMBER: C-3 V smuc (006979) EUG CENTENNIAL MI -1m I SECTOR 1 1 950 Ln: 120° [ 3 Sector — 4x4 RET RRH - 700 850 PCS AWS1 AWS3 + CDMA] 95o« I SECTOR 2 ssa« 240° "SO ITE SECTOR 3 8SOLTE 330° PCS LTE AwsL/n>vsa 6630DB-5-3-1: max cells is 24 (18 if ERAN) in 17:0'3 -(W ipl'it is shown below): other variations pass from 6630 tab 1,6630-5-3-1] j ! Branches Cells or from 6630 tab (6630-5-3-7) j 13131 1 ABW cont split cont I s lit ?port A 700/850 alpha 80 8 8- -2-1' 2. 6630DB-5-3-1 Band 13 AWS— Band PCS -------- Band 2 813 134 B66 B2 B5 CBRS---------Band 48 up to 25 up to 10 up to 20 up to 10 Barxlwidth (Nitiz) 10 25 10 20 10 Tx or Rx 4 j 4 1 4 4 1 4 port B AWS/PCS alpha 220 12 16 3 4 port C Port D _. _.....'. port E — port F 700!850 beta 80 8 1 8 2 2 port G AWS/PCS beta 220 12 116 3 4 port H r�rt J port K port L 700/850 gamma 80 8 8 2 2 T _ port M AWS/PCS gamrna 220 12 6 3 4 I port N . -- Total ABW 1900 1 60 11 72 15 18 RET Control Path Note: All Smart BiasT's (SBT)/Intemal BiasT's, or External AISG RET Controllers are driven by the BOLD coax/jumper pathways. 3%-PDX SBTCa.p Ve Example: L2 -M °..H R° I4.. Antenna port lip _ driven by RRH port'A' RRU Bands: 700-------- Band 13 AWS— Band PCS -------- Band 2 850---------- Band AWS -1/3 -- Band 66A CBRS---------Band 48 LAA -----------Band 46 RF CONFIGURATION (PROVIDED BY VERIZON) 1 1 1 Verizon/ AMERICAN TOWER• POWDER RIVER Development Services, LLC BUSINESS LICENSE #; N/A REVISIONS REV DATE DESCRIPTION INT • • 0 05/12/19 100% CONSTRUCTION 'JT5 C 05/17/19 ISSUED FOR REVIEW 90% JH B W/19,A19 1ISSUED FOR REVIEW 90% • JR1°• A 9,3413/16ISSUED v`OR;. Ryn,°E�' 90% • 3JHTa •••�1•• ���� e•••I t�Y • • �I'a • • Y ' GLENN WALKER ti BotsE,roAHo #5879 O ATE OF 00 THESE PVNS PND SPECInCAPONS, AS INSTRUMENTS OF SERNCE, ARE AND SHALL REM/lN THE PROPERTY OF POWDER RNER DEVELOPMENT SERACES, LLC WHETHER THE PROJECTS FOR WHICH THEY PRE AIDE ME EXECUTED OR NOT, THESE DRAWINGS AND SPECFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTTTY ON OTHER PROJECTS WITHOUT PRIOR WRRTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: RF INFORMATION SHEET NUMBER: C-3.1 24X LC unili MASTERLINE Classic Hybrid (MLCH) AIX -24 Low Inductance Hybrid Cable MLC H product properties RRH side (Side A) 0, 37 to 052 Meter (t 4.5 ID 20.47 WI Fsw optic weakout f IN 0.664 meter (26.14 Inch) Alarm paw, parver pairs. common drama wire 0.55 to M? M1W (21 .W inch) Fiber DPW a'i oa.�s iRlmmis Ea•MEMIF AMERICAN TOWER• 00azu paw CSO 611con - aid dra•l. o.3F,f (•6 ml MFbFfd�•3par•e•fap6aaalF M FEW We — 6Y 91176 � C.�O Eel tl11R f C�.iORV!• ,,F112sml. MUT Pi1111" 0I bad f"N W" ' VAZ .rrr•. Im •., AFdIMPOF deaki�'CI 1.31 � - - Teamdwgb OAI� jjj{{{vimM 16RccaicasQlabltl�C l7M M IM617rq- 4H MMI"M ®v CIw1RMMto7 iml1FIM —i 9=1111 IWS1?U4-2© UVISM 3177M oa.�s iRlmmis Ea•MEMIF AMERICAN TOWER• 00azu paw CSO 611con Af66 candscomms c sWY PVC 417! 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LL 28M LL 6a, LL 1666 uni F1mry1 UL soQ-0R ®v =ORYI Vfm76-C.w PR�ga• nasi 91� mew"lI••l71. am wr�9pa'�4K ••r V"ab,.eew H + R Nu�E�. suNNE Excellence in Connectivity Solutions HYBRID CABLE INFORMATION I 1 I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizon AMERICAN TOWER• POWDER RIVER Development Services, LLC BUSINESS LICENSE #: NSA REVISIONS REV DATE DESCRIPTION INT • • • • • nwo a 0 06/12/19 100% CONSTRUCTION JDP C 05/17/19 ISSUED FOR RENEW90% 111T6 03{19/10 ISSUED FOR RENEW 90% RN A 53JV719 ISSUED `1%5PJEW390% I J,}I RE\AEP,,Tfj oBi: JDI/• 5L L f. • w GLENN WALKER BOISE IDAHO J #5879 0 �T8 OF OW0 THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERJICE, ARE SMAJ- RD"N TME PROPERTY OF POWDER R—DEVELOPMENT AND SERVICES, LLC "EMER THEPROJECTS FOR WHICH THEY PRE LNDE PRE DEC= OR NOT. THESE DRAWINGS AND SPECIFICATIONS S N07 BE USED BY ANY PERSON OR ENTTY ON OTHER PROJECTS WTHOUT PRIOR WRPTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: CABLE SPECIFICATIONS SHEET NUMBER: C-3.2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. venzon%' AMERICANTOWER" 7'-0" MAX. POLDER RIVER Development Services, LLC BUSINESS LICENSE #; N/A END CAP. TYP REV DATE DESCRIPTION I GN'_� ALL EQUIPMENT AND COMPONENTS SHALL BE �GALV. ANCHORED IN ACCORDANCE WITH ALL CURRENT �s BUILDING CODE REQUIREMENTS, AS APPLICABLE. 0 05/12/19 100% CONSTRUCTION JDH C 05 17/19 ISSUED FOR REVIEW 90% JHT ANCHOR DESIGN AND SPECIFICATION IS NOT A 0 Y/73/197( ISSUED Fl.�q PE211!e90% R0E t•j`: JjR .. a a 0000•0 ••a••• INCLUDED AS PART OF THIS SCOPE, BUT SHALL PPC TELCO GLENNWALKER BE PROVIDED PRIOR TO CONSTRUCTION, FOR • BOISH,IDAHO45879 )b I / / I E OF OR0 ALL EQUIPMENT, MECHANICAL AND ELECTRICAL SITE INFORMATION PROVIDE STRUT CENTENNIAL -A COMPONENTS THAT ARE SUPPORTED BY THIS 995 S A STREET CHANNEL, AS REQ'D, LANE SLAB FOUNDATION.w/ EQUIPMENT INSTALLATION & SHEET NUMBER: C-4 xQ GEN PLUG ATTACHMENT TO PIPE PER MFR. o INSTRUCTIONS 0 I m 3/4" CHAMFER AT 8" THK. CONIC SLAB W/ ° 3"0 (3-1/2" O.D.) EXPOSED EDGES #5 HORIZ. BARS ® 12" O.C., E.W.z SCHED. 40 GALV. AT MID -DEPTH OF SLAB 3" CLR SUPPORT PIPE, TYP SLOPE CONC. AWAY N FROM POST, TYP. —FINISH GRADE z_ BUILDING o DEPARTMENT - APPROVED Sul GRADE��� (SEE FOUNDATION NOTES) BUILDING DEPARTMENT- APPROVED SUBGRADE (SEE FOUNDATION NOTES) 12"0 MIN, TYP. NOTE: 1) MAX. TOTAL EQUIPMENT WEIGHT SHALL NOT EXCEED 1,000 LBS. REFER TO STRUT CHANNEL PRODUCT LITERATURE FOR STRUT SIZE REQUIREMENTS, CONCRETE PAD DETAIL SCALE: N.T.S. 3 H -FRAME DETAIL SCALE: N.T.S. FINISHED GRADE OR GROUND COVER, MATCH SLOPE AND THICKNESS OF EXISTING CAUTION TAPE UNDISTURBED SOIL 12" MIN. DEPTH z ` z - COMPACTED o BACKFILL WITH M SATISFACTORY NATIVE OR IMPORTED SOIL TO 95% PROCTOR COMPACTED SAND POWER CONDUIT 12" TELCO CONDUIT 24" MIN. NOTES: 1. LEAN CONCRETE, RED—COLORED TOP, MAY BE USED IN PLACE OF COMPACTED SAND. 2. IF POWER AND TELCO ARE PLACED IN THE SAME TRENCH, PER NEC CODE, A MINIMUM OF 12" SEPARATION IS REQUIRED BETWEEN THE POWER AND FIBER CONDUIT. NOT USED 5 NOT USED 4 CONDUIT TRENCH DETAIL SCALE: N.T.S. 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. venzon%' AMERICANTOWER" POLDER RIVER Development Services, LLC BUSINESS LICENSE #; N/A REVISIONS REV DATE DESCRIPTION I GN'_� a• • �s • 0 05/12/19 100% CONSTRUCTION JDH C 05 17/19 ISSUED FOR REVIEW 90% JHT B �Q /19j ISSUED FRR REVIEW 90% RJ A 0 Y/73/197( ISSUED Fl.�q PE211!e90% R0E t•j`: JjR .. a a 0000•0 ••a••• 0000•• • •,• `C3 •• !� •j•• GLENNWALKER • BOISH,IDAHO45879 )b I / / I E OF OR0 THESE PLNIS MID SPECIFICATIONS, AS INSTRUMENTS OF SERACE. ARE AND SHALL RENAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MME ARE EXECUTED OR NOT. THESE DRAWNGS AND SPECIFICATIONS SWELL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WTHOIJT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizonv' AMERICANTOWER"' POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT 90 06/12/19 100% CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 90% J B 03/19/19 ISSUED FOR REVIEW 90% � Aa 03,113/19 ISSUED FOR REVIEW 90%0 • rIp R"IEW@D BY: •••••• •• jfm •• • • • • 00 00 00 • • h +C GL aWyAL%R �' • • • BOISE IDAHO • #5879 O 9rF OF ORP THESE PUNS AND SPECInCATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERMCES, LLC WHETHER THE PROJECT$ FOR WHICH THEY ARE MADE ME EXECUTED OR NOT, THESE OPAWINGS AND SPECIFIClATIONS SHALL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-5 FROM VIEW 13ACK VIEW ] 7 1 RRACKET MOUNfW 6 % HOLES 95.9m J [2436TDm] 3�1ie BAACM MOUNTING HOLES [tel 15.1;• - [3-] BOTTOM VIEW r r i~ E E OF E I MANUFACTURER: JMA WIRELESS MODEL: MX06FROB60-02 WEIGHT: 51.0 LB MANUFACTURER: RAYCAP DIMENSIONS: HxWxD: 95.9" x 15.4" x 10.7" MODEL: RCMDC-6627-PF-48 FREQUENCY: 698-894MHZ WEIGHT: 43.0 LBS 1695-218OMHZ DIMENSIONS: HxWxD: 35.0" x 21.0" x 18.0" CONNECTIONS: (6) 4.3-10 FEMALE RRU QTY: 12 NOT USED rj ANTENNA INFORMATION SCALE: NT.S. 3 OVP INFORMATION SCALE: N.TS '� DISTRIBUTION OVP BOX 0010 jo II J + DISTRIBUTION W OVP BOX TOP BRACKET MOUNTING BRACKET RFS APM40-2 ANTENNA MOUNTING BRACKET (OR EQUIV.), (TYP.) I Iti PROPOSED ANTENNA 'I PLATFORM OR T -ARM �- BACK TO BACK PIPE MOUNT AV (SITE PRO BBPM-K 1) BOTTOM BRACKET NOT USED 6 ANTENNA ATTACHMENT SCALE: N-T.S. 4 1 OVP ATTACHMENT DETAIL SCALE: N.T S T2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizonv' AMERICANTOWER"' POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT 90 06/12/19 100% CONSTRUCTION JOB C 05/17/19 ISSUED FOR REVIEW 90% J B 03/19/19 ISSUED FOR REVIEW 90% � Aa 03,113/19 ISSUED FOR REVIEW 90%0 • rIp R"IEW@D BY: •••••• •• jfm •• • • • • 00 00 00 • • h +C GL aWyAL%R �' • • • BOISE IDAHO • #5879 O 9rF OF ORP THESE PUNS AND SPECInCATIONS, AS INSTRUMENTS OF SERVICE. ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERMCES, LLC WHETHER THE PROJECT$ FOR WHICH THEY ARE MADE ME EXECUTED OR NOT, THESE OPAWINGS AND SPECIFIClATIONS SHALL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT whil(+ RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. eri vzon' A, AMERICAP4 TOWER• POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT • 40 06/12/19 100% CONSTRUCTION JDB 'C 05/17/19 ISSUED FOR REVIEW 907 S 03/19/19 ISSUED FOR REVIEW 90% iJ• A�* 03/•13/19 ISSUED FOR REVIEW 90%• • �F� R"IEWFC BY: ••••i• •• UDK • • vii' { C OL6"%#,LkER A• • • • BOISE IDAHO • �9r #5879 GO 8 OF 00 THESE PLMS MD SPECIFICATIONS, AS INSTRUMENTS OF SER✓ICE, ARE ANO SHALL RDAIN THE PROPERTY OF POWDER RNER DEVELOPMENT SERVICES, LLC WHETHER THE PMECTS FOR WHICH THEY FRE A E ARE E1ECUTED OR NOT, THESE ORAWINCS AND SPECIFC WN S SH NOT BE = BY PRY PERSON OR ENTITY ON 07HER PROTECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-6 I MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON MODEL: 8843 B2 & B66A MODEL: 4449 B13 & B5 WEIGHT: 85 LBS WEIGHT: 85 LBS DIMENSIONS: HxWxD: 28" x 15" x 10" DIMENSIONS: HxWxD: 28" x 15" x 10" FREQUENCY: FREQUENCY: BAND 2: 1850 — 1910 MHz (UL) BAND 13: 777 — 787 MHz (UL) 1930 — 1990 MHz (DL) 746 — 756 MHz (DL) BAND 66A: 1710 — 1780 MHz (UL) BAND 5: 824 — 849 MHz (UL) 2110 — 2180 MHz (DL) 869 — 894 MHz (DL) NOT USED rj RRH INFORMATION SCALE: N.T.S. 3 RRH INFORMATION SCALE: N.T.S. IRV pVZDC 45W1"3 �— ANTENNA MOUNTING BRACKET, 000 SUPPLIED W/ ANTENNA (TYP) –V—jPROPOSED I, ANTENNA an [497.93] 19.21 7.39 PROPOSED RADIO W/ MFG. SUPPLIED MOUNTING HARDWARE I �,�,• 5,19 �— • - , [abs.39] 18.33 ° PROPOSED ANTENNA MANUFACTURER: RAYCAP --LEG MOUNTING PIPE OR TOWER MODEL RVZDC-4520—RM-48 (RACK MOUNTED). WEIGHT: 22.10 LBS DIMENSIONS: HxWxD: 5.18" x 18.32" x 19.32" RRU QTY: 12 NOT USED 6 OVP INFORMATION SCALE: N.T.S.2 4 RADIO MOUNTING DETAIL SCALE: N.T.S. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT whil(+ RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. eri vzon' A, AMERICAP4 TOWER• POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT • 40 06/12/19 100% CONSTRUCTION JDB 'C 05/17/19 ISSUED FOR REVIEW 907 S 03/19/19 ISSUED FOR REVIEW 90% iJ• A�* 03/•13/19 ISSUED FOR REVIEW 90%• • �F� R"IEWFC BY: ••••i• •• UDK • • vii' { C OL6"%#,LkER A• • • • BOISE IDAHO • �9r #5879 GO 8 OF 00 THESE PLMS MD SPECIFICATIONS, AS INSTRUMENTS OF SER✓ICE, ARE ANO SHALL RDAIN THE PROPERTY OF POWDER RNER DEVELOPMENT SERVICES, LLC WHETHER THE PMECTS FOR WHICH THEY FRE A E ARE E1ECUTED OR NOT, THESE ORAWINCS AND SPECIFC WN S SH NOT BE = BY PRY PERSON OR ENTITY ON 07HER PROTECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-6 Dimensions (inches) IR �00 0 0 0 IOALE 1: 2 TECHNICAL SPECIFICATIONS PRODUCT NAME Dual Band Radio Mounting Kit Dual Band Radio Wrap -Around Shnoud Shroud Cover (spare part) MECHANICAL SPECIFICATIONS Shroud Fasteners DIMENSIONS Dual Band Radio Wrap -Around Shroud Dual Band Radio Mounting Kit REGULATORY COMPLIANCE European Union 0 0 E RICSSON 20.00— 19.30 1722— 15A3— 13..04 10.96 8.87 6.78— 4.70— 0— 16X 0.44 -115?+S ari g �a 4 moi, 6 .6 �r PRODUCT NUMBER NTB 1010744 SXK 125 4951 (includeU in NTB 101 0744) SXA 216 1666 (included in SXK 125 4951) MATERIAL 0.13" Aluminum Alloy 5052-H32 with Clear Anodize Finish 316 Stainless Steel H x W x D WEIGHT 20" x 18" x 16" (508 x 457 x 406mm) 10 lbs. (4.54 kg) 25 lbs. (11.34 kg) STANDARD RoHS Directive 2011/65/EU 287 01-SXK 125 4951 Uen A © Ericsson 2019 N DUAL BAND RADIO WRAF -AROUND SHROUD Dual Band Radio Wrap -Around Shroud SXK 125 4951 Aesthetic short shroud designed to conceal the Ericsson Dual Band Radio (4449 or 8843), or any other ERS Radios that will fit, when mounted on a standard Ericsson 300mm Rail. Refer to the technical specifications for measurements. The kit consists of the shroud cover (SXA 216 1666) along with mounting hardware (nuts, bolts, and washers) to fasten the cover to the 300mm Rail. Quality The shroud is manufactured of anodized aluminum. All nuts, bolts, and washers are stainless steel. The shroud cover is light weight (10 lbs) and paintable. Dual Band Radio Mounting Kit NTB 1010744 A;ull mounting kit has been created for the Dual Band Radio. The kit contains the following material: 1. SXK 125 2540/2 Steel Pole Bracket for Rail 2. SEF 901 305/0300 Rail, 300mm 3. SEF 901 30413 Radio Mounting Bracket 4. SXK 125 4951 Wrap -Around Shroud The total weight of these items is 25 lbs, B Ib 10 Ib I 287 01-SXK 125 4951 Uen A © Ericsson 2019 RADIO SHROUD DETAILS I SCALE: N.T.S. I I fur InIrnPM,ennnl rnNTAInIP IN TMIQ — nF --111—N, n IUFNTC IC PPnPRIFTAPY RV NATIIRF ANY IICF OR nR('.I0gHPP OTFIPP THAN TWAT WNI(`H RFIATFS TO (.ARRIFR SFRVI(:FC IS STRI(:TIY PRT)HIRITFn. verizonv' AL AMERICAN TOWER® Aig"'k POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT .0 •• . z . • • • • 4b 06/12/19 100% CONSTRUCTION JOB C 05/17/19 ISSUED FOR RENEW 90% JHT B j 03/19/19 1 ISSUED FOR RENEW 907. A 03/43/19 111ISSU,ED FOR REVIEW 90% • • JHA RENEWED BY: • • • • • • • • Jjl42 •••• •rry • ...... ...... ... FOR • REFERENCE ONLY THESE PUNS AND SPECII9CATICI AS INSTRUMENTS OF SERVICE, PRE AND SHALL REMAIN THE PROPERTY OF POWDER RN'ER DEVELOPMENT SETACES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRTIEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C -I NOTM I DI C ■ a 13 1� 3 [ 1 >`-RINOMOl1M SECTOR CENTERLINE MUST VERTICALLY ALIGNTOALLOW SECTOR FRAME SPLINE PROPER MOUNTING C ■ 1 NOTES IA ALL METRIC dMENStONS AREIN BRACKETS, D ■ A TABLE 1 3 9 mz.aeR,�so.smmi�� a 6 I 2" M`437 12 Bala - RF 96 I�r 138 S SK.3312N0 I.{2 LLS a3a t84 .2 231D 1ttl MiDS MCG2111PI6N9-% MCD2MPI Sf631t -13yO 1-% 9 31 �I 165 IiQ 184' "i35ffi- SMI-])D-B I?k8'GUY UAEbDED ROp SAN Re I] FT Ia 0.{6165 MCG29612M 13d MCG23HP1 •% - Irr bALVIGa wAs_nel -"I?GAIN NES -MN -- DAd9l Mf-04iAd 12 25e) aD)t85 M VERIZON SITE NAME: , UHLSS 9 i�- MCD1Y[113MFDa MGGZMPI2M-6 SFGT]IYYD Sf(iIT MId61Ab 9 - 22Do184 31A81� MCG221011Kiz-i zt. sKs I {hD IN -ESV 12 IW m IF 1a9a VGa MFdal- 12 bV ACG23161 IN zHtFT� 4FGvf71✓� Nr..SII 9 T— fly iHil$- G2�It5- 1N46 SfGN a Mf -560.1 a033117t T4RKMLYPa fTeCV 4 NO I MMma.— s/sxau�cAly eov ke 3 z+ 4998(&5 Dacus J GW.Y96 { LlN 4T k45A'KbWGALY O-IOIt 11%2-1lt K�OALV L�-0DU 13/6'X 12 13 I.{2 LLS a3a t84 8 I4D36 I-I?GfiJEI CCYIAR__T! 0.16 LESS D -fIIQI.I�CYAMP "i35ffi- SMI-])D-B I?k8'GUY UAEbDED ROp SAN Re I] FT Ia 0.{6165 ...>Zrkdi.. f0"1 - Irr bALVIGa wAs_nel -"I?GAIN NES -MN -- 24 26 r;ni iW .. 7—mus ANO SHALL REMAN THE PROPERTY OF PONDER RTYER DEVELOPMENT SERVICES, LLO WHETHER THE PRWEOTS FOR WHICH THEY PRE MADE ARE EXECLRED OR NOT, THESE DRAWNGS AND SPECIFT TIONS SV NOT BE USED B1 ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WWTEN CONSENT OF EHE ENGINEER. WASHB - X24 VERIZON SITE NAME: , UHLSS 1 IT3P3(£CICR EM WIDAIHr- ROD GRA{ X12 d dd1 10 A � wAwa u ' -- la -iT u1n 1 BIN user Bic a zi a -IC' —T--k'YR'FT' iLLV utar N 65 O.iITeS TOR l&T WAOABR - !1 yg256A � 2 t� 'NT wf—f' ' -TEiZ4 abCT Iu1 .sy - J 6 8 a Mf -560.1 a033117t T4RKMLYPa a )1.16165 N u O],8)TGDx 126 i4E• d S.S]lM n PPE 4fE rA11E1 39SOD PPE SLi TAPE I 3 1� TIOTE4 3 ' Development Services, LLC TIP SEPERATION CHART REVISIONS REV DATE DESCRIPTION L91Gi�TT m°1"d Ti6fP•IATN11 023t¢f[88.SIfIm] D IR Is av S 05/12/19 100% CONSTRUCTION JDB 05/17/19 ISSUED FOR REVIEW 90% JHT Ds .� C^ [3TIEBACK I ] /r f ONLY THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SEIMCE• ARE ANO SHALL REMAN THE PROPERTY OF PONDER RTYER DEVELOPMENT SERVICES, LLO WHETHER THE PRWEOTS FOR WHICH THEY PRE MADE ARE EXECLRED OR NOT, THESE DRAWNGS AND SPECIFT TIONS SV NOT BE USED B1 ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WWTEN CONSENT OF EHE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 (1089MMI SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: [1813.9mm] ■ 'DIAGONALS MUST BE R13TALLED AS SHOWN* PATENT PENDING C0MM COF£ W -0F NORTH CARXX A 660NDPDLECGLMJJTIONFfQMlFRAWHBI A I m 4cAa DDODertn C 1:2Q YC=MD smas OA•Ka�npalsls,1YV11 Cp © r•�-:" r�"� 4mz 2 1 i D C ■ S0.911.Tmm ne '° OR I ; [ I °D PATENT PENDING 1pS PATENT PENDING 1 Cf16•LSOEL6NDf(DI fAROI•N CONASWPEWC:OFNOITN CARflllzt 112 - r _ lmc ru A lJ1�`! YapPDISCOIx LmNeaeNo4lnIML'lo A A roxorota CVwcAnoN mnae FAMIRw A '14 75 �iR`-mauD,Tn C 1� NOG23O59iE3 C 1:20 lAxz]IosEREs ©TDL IS�6DAkYi°R9VY1E/ � � I ,I/D ©S1MtASYoMYa61iYY411 � � � ]OFD t 3 2^ I 1 4 - 3 2 7 ANTENNA MOUNT DETAIL SCALE: N.T.S. 1 TT4P- INFORUATION CONTAINF7n IN THIR SR AF CnNSTRIICl1nN nnCLIMFMS IS P;?nPRIf-7ARY RY NATURF. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizowl AMERICANTOWER" 40 POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT ••• •• •• S 05/12/19 100% CONSTRUCTION JDB 05/17/19 ISSUED FOR REVIEW 90% JHT B 03/19/19 ISSUED FOR REVIEW 90% ReFIB A 03/113/19 ISSUED FOR RENEW 90% • • ;J!IT• ! RWOEWEA BY: �••••• •• J©k•t •••••• •••••• ••• • • • • • • • FOR REFERENCE ONLY THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SEIMCE• ARE ANO SHALL REMAN THE PROPERTY OF PONDER RTYER DEVELOPMENT SERVICES, LLO WHETHER THE PRWEOTS FOR WHICH THEY PRE MADE ARE EXECLRED OR NOT, THESE DRAWNGS AND SPECIFT TIONS SV NOT BE USED B1 ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WWTEN CONSENT OF EHE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-8 DIESEL GENERATOR SET MTU 3R0096 DS30 30 kWe / 60 Hz /Standby 208-600V Reference MTU 3ROO96 DS30 (27 kWe) for Prime Rating Technical Data Eff017-site SYSTEM RATINGS Standby STANDARD FEATURES* MTU Onsite Energy is a single source supplier Global Product Support 2 Year Standard Warranty 3029TFG89 Diesel Engine - 2.9 Liter Displacement - 4 -Cycle Engine -generator resilient mounted Complete Range of Accessories STANDARD EQUIPMENT* // Engine 2 MTU 3ROO96 DS30 (30 kWe) - Standby Generator Brushless, Rotating Field Generator 2/3 Pitch Windings 300% Short Circuit Capability with Optional Permanent Magnet Generator (PMG) Digital Control Panel(s) - UL Recognized, CSA Certified, NFPA 110 - Complete System Metering - LCD Display Cooling System - Integral Set -Mounted - Engine -Driven Fan Represents standard product only. Consult Factory/MTU Onsite Energy Distributor for additional configurations. GENERATOR DETAIL I SCALE: NT.S. ` 1 IN 01I verizon's' ANIIERICAIM TOWER® POWDER RMR Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT ® 06/12/19 1001 CONSTRUCTION9JDB C 05/17/19 ISSUED FOR REVIEW 909 B OJ / /19 19 ISSUED FOR REVIEW 909 As 03/63/19 ISSUED FOR REVIEW 901 • •�o, R"EW EA BY: • • • • • • • JI It GLE&YjVrj,?ER rte....' � Cn BOISE,IDAHO • lyT� OF 0`0�O THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHPLL AND NE PROPERTY OF PONDER RNER DEVELOPMENT SEFNCES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ME E%ECU1E0 OR NOT. THESE DRAWINGS AND SPEaFCATIONS SH NOT BE USED BY ANY PERSON OR ENRIY ON OTHER PROJECTS WRHOUT PRIOR N%n-N CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-9 Oil Pump.._,.... _ _ _ ...._...... . _........... ..........._ .. _ ..1...... In .. .. . --....,.... ........_ Beann Sale g e d Phase 1 3 3 3 3 3 ..,., ... F I Drain Extension and S/O Valve _... ...... ... Flexible Coupling PF 1 08 60.... 0.8 60 0.8 O 8 O B 60 Full Flow 011 Filter _ sseur Wordings Full mortis. ... ........., .., ._ .. bD 6U F with Water Sa arator, Fuel Filter +n .. Separator _. 2596 Rotor � for Balancing . gQ " . _ 3p -.. 30 . _ 30 30 30 _ ".,.. .. _ _ Jacket Water Pump 3 Phase..... Voltage.5ensing kkW A 97 _. 37 . 37_ 37........ 37 _ . ................ ..... The at's, rmos a 100% of Rated Load One Ste P 1 Amps,,,. 25 1 04 90 57 45 36 . _ .. s Fan Dteda ._ _ 5% Max. Total Harmonic Distortion skVA@3096 RadiatorBlower _,._.._ -.__- _. _., .....,... UnitMoun Voltage Dip 65 142 1 2 4_.... 187 187 142 _.. . ... Electric Starting Motor - 12V Generator Model 285PSL1700 285PSL1700 285PSL1700 285PSL1700 285PSL1700 284 P... 25 Temp Rise 130 °C/40 C 130 °C/40 C 130 °C/40 °C 130 °C/40 °C 130 °C/4D °C 1 . __......., Base Farmed Steel Connection 12 LEAD DOUBLE DELTA 12 LEAD WYE 12 LEAD DELTA 12 LEAD WYE 12 LEAD WYE 4 LEAD WYE ..... --.... SAE Flywheel and Bell Housing _ ..,... . Digital M.etenn 6 .....,.,. Char n Alternator 12V B.._...._._..__ Engine Parameters UL22000Uered _..._� ._.-- ._ ...._.. _....-.. — w Bo ._t._ Generator Protection Functions Flexible Fuel Connectors B_iexib_IeExhaustConlnec Engine Protection CERTIFICATIONS AND STANDARDS _ tion _. . .... .... Windows-based Software EPA Cartifia .,. d Engtne _... _.._ Multilingual Capability Emissions UL 2200 / CSA - Optional Remote Communications to RDP-110 Remote Annunciator - EPA Tier 3 Certified - UL 2200 Listed Programmable Input and output Contacts - CSA Certified // Generator UL Recognized CSA Certified, CE Approved Generator set is designed and manufactured in. ......... . Event Recording _.._ facilities certified to standards ISO 9001:2008 and Performance Assurance Certification (PAC) NEMA MG1, IEEE and ANSI standards compliance for temperature rise p p IP 54 Front Panel .. Rating with Integrated Gasket ISO 14001:2004 Generator Set Tested to ISO 8528-5 for Transient Response and motor starting NFPA110 Compatible ......... - Verified product design, uali and performance inte n P g quality P integrity _ _. Se If Ventilated and Drip -Proof Seismic Certification - Optional - All engine systems are prototype and factory tested Superior Voltage Waveform - IBC Certification Solid State, Volts -per -Hertz Regulator Power Rating ....... t 1% Voltage Regulation No Load to Full Load - Accepts Rated Load in One Step Per NFPA 110 Brushless Alternator with Brushless Pilot Exciter ... ......... ........ ..... ..... ........................ .... _...........,,.........,.............. 4 Pole, Rotating Field Represents standard product only. Consult Factory/MTU Onsite Energy Distributor for additional configurations. GENERATOR DETAIL I SCALE: NT.S. ` 1 IN 01I verizon's' ANIIERICAIM TOWER® POWDER RMR Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT ® 06/12/19 1001 CONSTRUCTION9JDB C 05/17/19 ISSUED FOR REVIEW 909 B OJ / /19 19 ISSUED FOR REVIEW 909 As 03/63/19 ISSUED FOR REVIEW 901 • •�o, R"EW EA BY: • • • • • • • JI It GLE&YjVrj,?ER rte....' � Cn BOISE,IDAHO • lyT� OF 0`0�O THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHPLL AND NE PROPERTY OF PONDER RNER DEVELOPMENT SEFNCES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ME E%ECU1E0 OR NOT. THESE DRAWINGS AND SPEaFCATIONS SH NOT BE USED BY ANY PERSON OR ENRIY ON OTHER PROJECTS WRHOUT PRIOR N%n-N CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-9 APPLICATION DATA 1/ Engine Manufacturer John Deere Model 30297FG8989 Type 4 -Cycle Arrangement 3 -Inline Displacement, L (in') .............................................................................._..............,......_. 2.9 (177) .................... Bore: cm(Ln 10.6 (4.2) Stroke: cm (in) _ ..., .__.._ ........... _.. ..., ..... ............_, _.,........,,. 11 (4.3) Compression Ratio _ . 17.2:1 Rated RPM 1,800 Engine Governor Mechanical Droop Max, Power: kWm (bhp) 35 (4 7) Speed Regulation t t% Air CleanerDry Liquid Capacity (Lubrication) Total Oil System: L (gal) 8 (2.1) Engine Jacket Water Capacity: L (gal) 5.7(1.5) System Coolant Capacity L II11.1.4 (3) // Electrical Cold ri Volts DC 12 Electn V .._ _ _. Cranking Amps Under -17 8 PC (0 °F) 925 // Fuel System MTU 3R0096 DS30 (30 kWe) - Standby Fuel Consumption At 100% of Power Rating: 11 L/ 11 hr (gal/h11 rj 9. 11 9 (2.6) At 75% of Power Rating- L/hr (gal/hr) 75,(Z).. At 50%of Power Rating: L/hr (gal/hr) 5.2 (1.4) ............... ._,_ .... _.-...._. .,,.._.......,.,. .,... ,.... ...... Cooling - Radiator System Ambient Capacity of Radiator. *C (°F) 50(122)- Max. 0(122)-Max, Restriction of Cooling Air, Intake and Discharge Side of Rad kPa (in_ H,0) 012 (D,5) Water Pump Capacity: L/min (gpm) 110I Heat Re)ection to Coolant kW (BTUM) 2.9.11"(1,1-44) Heat Radiated to Ambient: kW (BTUM) 4.3(245) Fan Power kW (hp) *Installation of a gravity exhaust louver in a Level 3 enclosure will reduce the ambient capacity of the cooling system by 5 °C (9 °F). Air Requirements Aspirating: *'ml ..._ m 11 in ( SCF_._.. /M) 3.8 (127) Air Flow Required for,R...ad....................................................................................,...__..... , Cooled Unit: *ml/min (SCFM) 46.7 (1,636) Remote Cooled Applications; Air Flow Required for Dissipation of Radiated Generator Set Heat for a Max. of 25 °F Rise Wm'/min (SCFM) 15.8(553) 11 t Air density - 1,184 kg/rn' (0,0739 Ibm/ft') Fuel Supply Connection Size 5/16 ID/ 6 JIC Fuel Return Connection Size 5/-16,_-'1, D'/ 6 JIC Exhaust System Max, Fuel Lift: m (ft) 2(6.6) Recommended Fuel Diesel #2 Gas Temp, (Stack): °C (°F) 580 (1,076) Total Fuel Flow: L/hr (gal/hr) __.._......,....._..,,__..............._......_ 111.3 (29.4) .......... ....----.. Gas Volume at Stack Temp: ml/min (CFM) 8.3 (293) ....... ... . ... ........_ ...-_._............._. ...,.... _..._ .. , _....,... 1.41 MaxAllowable Back Pressure: kPa (In. HZ0) 7.5(30) WEIGHTS AND DIMENSIONS 4 MTU 3R0096 DS30 (30 kWe) - Standby Drawing abow for illustration purposes only, based on standard open power 48o volt generator set. Lengths may vary with other voltages, Do not use for installation design. See website for unit specific template drawings. I � , Open Power Unit (OPU) 1,581 x 749 x 1,226 mm (62.25 x 29.5 x 48.25 in) 736-995 kg (1,623-2,194 Ib) Weights and dimensions are based on open power units and are estimates only. Consult the factory for accurate weights and dimensions for your specific generator set SOUND DATA Level O: Open Power Unit dB(A) 72.2 Sound data Is provided at 7 m 123 ft). Generator set tested in accordance with 150 8528-10 and with Infinite exhaust. EMISSIONS DATA s • • M 441 ......_._, _....... 044 0.11 All units are in g/hp-hr and shown at 100% load (not comparable to EPA weighted cycle values). Emission levels of the engine may vary with ambient temperature, barometric pressure, humidity, fuel type and quality, installation parameters, measuring instrumentation, etc. The data was obtained in compliance with US EPA regulations. The weighted cycle value (not shown) from each engine is guaranteed to be within the US EPA Standards. 5 -mode emission data per 40 CFR 89 or 40 CFR 1039 (as applicable) is available upon request. C/F = Consult Factory/MTU Onsite Energy Distributor N/A =Not Available MTU Onsite Energy A Rolls-Royce Power Systems Brand www.mtuonsitee nergy.com RATING DEFINITIONS AND CONDITIONF Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. No overload capability for this rating. Ratings are in accordance with ISO 3046-1, BS 5514, and AS 2789. Average load factor. s 85%. Deration Factor: Altitude: Consult your local MTU Onsite Energy Power Generation Distributor for altitude derations, Temperature: Consult your local MTU Onsite Energy Power Generation Distributor for temperature derations. la I GENERATOR DETAIL I SCALE: N.T.S. I 1 THAN THAT wWCH RELATES verizom' AMERICAN TOWER® POWDER ROVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT •a • nD 06/12/19 100% CONSTRUCTION JDB 05/17/19 ISSUED FOR REVIEW 90% B 103/19/191 ISSUED FOR REVIEW 90% FXF9 A 4 C3/i3/19 1 ISSUED FOR REVIEW 90% • • .,YiTj REWEWE® BY: ♦ • • • • • • • jjjy *00 ••0••a •• •• e4�� de SCC •••• BOISF IDAHO • #5879 �O OF OW - THESE PVNS AND SPECIFICATONS, AS INSTRUMENTS OF SERACE, ARE AND SHALL REMAIN THE PROPERTY OF POWDER RVER DEVELOPMENT SERNCES, LLC WHETHER THE PROJECTS FOR WHICH THEY PRE -DE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR EN77Y ON OTHER PROJECTS WITHOUT PRIOR WRrTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-10 PROPOSED v17017nM nADlMcrc PROPOSED VERIZON MOUNTED OV (1 TI I PROPOSED VERIZON #2 AWG GROUND RING PROPOSED VERIZON I TEST WELL L� PROPOSED VERIZON GROUND ROD LEGEND: NOTE: THE GROUNDING PLAN PROVIDED HEREIN IS SCHEMATIC BY NATURE. REFER TO GROUNDING NOTES ON SHEET GN -2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PROPOSED VERIZON 12'x20' CONCRETE EQUIPMENT PAD PROPOSED VERIZON 30Kw GENERATOR )POSED VERIZON #2 AWG )UND FROM GENERATOR TO )UND RING "V H -FRAME ---- EXISTING & PROPOSED GROUND WIRE (1 TOTAL) A CADWELD CONNECTION (EXOTHERMIC WELD) N ■ MECHANICAL CONNECTION ® GROUND ROD TEST WELL I GROUNDING PLAN I SCALE: N.T.S. 1 1 1 verizon✓ A AMERICAN TOWER° ,4jo�% POWDER RIVER Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS !EVI DATE I DESCRIPTION INT m 06/12/19 100% CONSTRUCTION JDB E 05/17/19 ISSUED FOR REVIEW 907' 8 03/19/19 ISSUED FOR REVIEW 90% fZf. A-,,03/&3/19 ISSUED FOR REVIEW 90% '411 R-"EWEt BY: ••••ir •• J14 BO IDAHO #S • uu E OF ORSGO TIES£ PVNSAND SPECIFICATONS, AS INSTRUMENTS OF SERu10E. ARE AND SHALL RPWN THE PROPERTY OF POWDER RNER DEI'ELOPMENT SCES, LLC WHEMER THE PROJECTS FOR %TION THEY ARE LWE ARE DEC= OR NOT. THESE DRAWINGS AND SPEDFR>MNS SHALL NOT BE USED BY I PERSON OR DOM ON OTHER PROJECTS WFT TOUT PRIOR WR7TEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: GROUNDING PLAN SHEET NUMBER G-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizonl AMI=RICAN TOWER® AO* oek* POWDER PNEP Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT y - t / Q osjiz/19 Toon CONSTRUCTION doe C 05/17/19 ISSUED FOR REVIEW 90% • jFit' B 03/19/19 ISSUED FOR REVIEW 90% R�f, A ,03/1i/19 1 ISSUED FOR REVIEW 90%HI,1 �T RIElliWEDDBY: •••••• efjb<- •• so Cot, ••••:. OLcr3n y R • s • BOISFMAHO #5879 06/Irl OF 00 THESE PLANS AND SPECIFCATiONS, AS INSTRJMENTS OF SER✓ICE ARE AND SHALL REMNN THE PRCPERTY OF POWDER RNVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE "EARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT SE USED BY ANY PERSON OR ENI ON OTHER PROJECTS WITHOUT PRIOR WRTTEN CONSENT OF THE ENGINEER, SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 P I — COPPER BONDING CONDUCTORS TO CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS I � 3/8" BOLT AND HARDWARE (TYP.) o IJ 0o��0 0 0 ®®p (3 13 o CHERRY BUS BAR p 0 INSULATOR OF ( 2). NOT USEDED WHEN DIRECT ATTACHMENT TOWER STEEL IS RE REQUIRED 4"x24"x1/4" TINNED I �� COPPER GROUND BAR (HAGER OR APPROVED EQUIVALENT) WALL—MOUNT BRACKET #2 AWG SOLID TINNED OR ANGLE ADAPTER COPPER CONDUCTOR TO (AS REQUIRED) MAIN GROUND BAR OR EXISTING GROUND RING (TYP.). CADWELD TO BUS BAR AND GROUND RING NOT USED 5 NOT USED 3 GROUND BAR DETAIL SCALE: N.T.S. 1 NOTES: 1. CADWELD "TYPES" SHOWN ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. 2. CONFIRM WITH TOWER OWNER THAT THE USE OF CADWELDS IS ACCEPTABLE, PRIOR TO INSTALLATION. 0 p 0 p TYPE 2—YA-2 TYPE VS TYPE YGHC 0 0 TYPE GT TYPE YA-2 TYPE PT NOT USED 6 NOT USED 4 CADWELD CONNECTION TYPES SCALE: N.T.S. 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizonl AMI=RICAN TOWER® AO* oek* POWDER PNEP Development Services, LLC BUSINESS LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT y - t / Q osjiz/19 Toon CONSTRUCTION doe C 05/17/19 ISSUED FOR REVIEW 90% • jFit' B 03/19/19 ISSUED FOR REVIEW 90% R�f, A ,03/1i/19 1 ISSUED FOR REVIEW 90%HI,1 �T RIElliWEDDBY: •••••• efjb<- •• so Cot, ••••:. OLcr3n y R • s • BOISFMAHO #5879 06/Irl OF 00 THESE PLANS AND SPECIFCATiONS, AS INSTRJMENTS OF SER✓ICE ARE AND SHALL REMNN THE PRCPERTY OF POWDER RNVER DEVELOPMENT SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE "EARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT SE USED BY ANY PERSON OR ENI ON OTHER PROJECTS WITHOUT PRIOR WRTTEN CONSENT OF THE ENGINEER, SITE INFORMATION VERIZON SITE NAME: CENTENNIAL -A ATC #: 41859 995 S A STREET SPRINGFIELD, OR 97477 LANE SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2