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PFI2016-00146 r July 29, 2016 City of Tigard Mobilide,LLC Attn: Colleen DeShazer 2955 Red Hill Ave.,Suite 200 Costa Mesa, CA 92626 Re: Permit No. PFI2016-00146 Dear Applicant: The City of Tigard has canceled the above referenced permit(s) and encloses a refund for the following: Site Address: Street SEG 2622 Project Name: Mobilitie,LLC Job No.. N/A Refund Method: ® Check#221859 in the amount of$240.00. ❑ Credit card "return" receipt in the amount of$ Note: Please allow 2-5 days for this refund transaction to be credited to your account by the company that issued your card. ❑ Trust account"deposit"receipt in the amount of$ Comment(s): Application submitted prior to land use approval. Refund 80% of application fees. If you have any questions please contact me at 503.718.2430. Sincerely, Dianna Howse Building Division Services Supervisor Enc. 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 0 www.tigard-or.gov _ City of Tigard Accela Refund Request This form is used for refund requests of land use, development engineering and building permit application fees. Receipts, documentation and the Request for Permit Action form (if applicable) must be attached to this request form. Refund requests are due to Accela System Administrator by each Wednesday at 5:00 PM. Please allow up to 3 weeks for processing of refunds. Accounts Payable will route refund checks to Accela System Administrator for distribution to applicant. PAYABLE TO: Mobilitie, LLC DATE: 7/22/2016 Attn: Colleen DeShazer 2955 Red Hill Ave., Suite 200 REQUESTED BY: Dianna Howse Costa Mesa, CA 92626 LS TRANSACTION INFORMATION: Receipt#: 404905 Case#: PFI2016-00146 Date: 7/12/2016 Address/Parcel: SEG 2622 Pay Method: Check Project Name: Mobilitie,LLC EXPLANATION: Application submitted in error prior to land use approval. Refund 80%of application fees. REFUND INFORMATION: Fee Description From Receipt Revenue Account No. Refund Example: Building Permit Fee Exam le: 2300000-43104 $Amount PFI Permit Fee 100-0000-43114 $240.00 TOTAL REFUND: $240.00 APPROVALS: SIGNATURES TE: If under$5,000 Professional Staff If under$12,500 Division Manager If under$25,500 Department Manager If under$50,000 City Manager If over$50,000 Local Contract Review Board FOR TIDEMARK SYSTEM ADMINISTRATION USE ONLY Case Refund Processed: Date: � � B [:\Building\Refunds\RefundRequest.doc s 09/01/2010 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT V 0 Request for Permit Action 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503-718-2439 •www.dgard-or.gov TO: CITY OF TIGARD Building Division 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPermits@tigard-or.gov FROM: ❑ Owner ❑ Applicant ❑ Contractor ® City Staff Check(✓)one REFUND OR Name: Mobilide,LLC INVOICE TO: (Business or Individual) Attn: Colleen DeShazer Mailing Address: 2955 Red Hill Ave. Suite 200 City/State/Zip: Costa Mesa, CA 92626 Phone No.: (503) 396-2551 PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (✓): ® CANCEL/VOID PERMIT APPLICATION. ® REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). ❑ INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). ❑ REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit #: PFI2016-00146 Site Address or Parcel#: SEG 2622 Project Name: Mobilitie, LLC Subdivision Name: N/A Lot#: N/A EXPLANATION: Application was accepted in error. Land use is first required. Please void application and refund 80% of original permit submittal fee. Signature: Date: 7/13/16 Print Name: Lina Smith Refund Policy 1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of. • Any fee which was erroneously paid or collected. • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended. • Not more than 80%of the application or permit fee for issued permits prior to any inspection requests. 2. All refunds will be returned to the original payer in the form of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. :3o-o ,azo — a .R OFFICE Route to Sys Admin: Date I By_ Route to Records: I Date 7�W B Refund Processed: Date / B Invoice Processed: Date B Permit Canceled: I Date / By4gde& I Parcel Tag Added: Date B I:\Building\Forms\RegPemutAction_ 92314. oc 7 2� DRECEIVED 90"000940A940A City of Tigard // J 11 L 12 2 016 PUBLIC WORKS—ENGINEERING Public Facility Improvemen." (PFI) Rdf mit DESCRIPTION OF WORK(in the right-of-way) TYPE OF WORK Check one: ® Utility Connection ❑ TYPE 1–Franchise Utility Work ❑ Sidewalk/driveway approach Work performed by NWN,PGE ❑ Street improvements and/or utility agency. Detailed description: Installation of one(1)new 72'wood utility pole ❑ TYPE 2–Sidewalk/Driveway/Sewer Work performed for the purpose of- Sidewalk fSidewalk installation or repair. • Driveway approach installation Property address/location(s): Public right-of-way on SW 72nd Ave near and/or repair �� Sanitary sewer lateral installation SW Upper Boones F Rd see enclosed drawin sands specifications) o.w and/or main line tap ❑ TYPE 3–Full scale Development Applicant: Mobilitie,LLC Work performed with Land use approval which includes any of Address: 2955 Red Hill Ave.,Suite 200 the following- City/State: Costa Mesa,CA Zip: 92626 • Subdivisions or Partitions Phone: 503-396-2551 Email:cdeshazerAmobilitie.com • Street widening Contact name: Colleen DeShazer Phone: 503-396-2551 • Mainline installation for Sanitary sewer,Storm sewer,Tigard water Contractor: TBD and/or Tigard Water Service Area CCB#: Expiration: SUBMrr COhMETED"PLICATION TO: Address: City of Tigard City/state: Zip: Planning/Engineering 13125 SW Hall Blvd. Phone: Email: Tigard,OR 97223 Contact name: Phone: Applications for"minor work in right-of-way" only may be emailed to: Engineer: XD Industries r°w�ermits s t>pard-°roov Address: 1572N.Batavia St.,Suite 1D City/State: Orange,CA Zip: 92876 FOR STAFF USE ONLY ,^ Phone: 714-947-3093 Email: ifrias(&xd-ind.com Case No.: ./�F' 1d — Contact name: Jose Frias Application submittal fee: 4'3(v Additional fees: Estimated value of work is required(if over$5,000):$ Application accepted: (within the public right-of-way) By. 6-�S Date: Application reviewed: aliRk- Is work related to a LAND-USE DECISION? ElYes ® No By: Date: If so,please specify(NILP,SDR,SUB,etc.) case #: Applicant notified: Is work related to a BUILDING PERMIT? ❑ Yes [R] No By. Date: If so,please specify(BUILDING PERMIT)case#: 1:KURPLN\Masters\land use APPikatiom Rev.07/09/2015 City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 wwwtigard-or.gov 503-718-2421 Page 1 of 4 APPLICANTS NOTE: Person specified as`Applicant"shall be designated"Permittee"and shall provide financial assurance for work. *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided or submit a written authorization with this application. BY SIGNING BELOW,THE APPLICANTS) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approvin enyirig the application. SIPNATURE of each o r the subject property required. l ( ,l> L�cnl Shy zeyQ� 7-l� Applicant/ thorized Agent's signat4ic Print name 171D6/i71�f Date Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES . STAFF USE ONLY Public Facility Improvement(PFI) Permit: DETAILED SUBMITTAL APPLICATION FEE REQUIREMENTS Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC. Engineer's estimate X 5% (less$300.00 submittal fee) (work in the right of way) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: There will be no permit fee charged,or assurance required FULL SCALE DEVELOPMENT for the following types of work: (Subdivisions/Partitions and Street Improvements) • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,24x36 or 2204) • Weephole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement (less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance ❑ Water Quality Facilities • Test wells ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan (Electrical,Phone,Oras, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,Street Lights,etc) TMC 15.04.140.(customer deposit) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design(if applicable) ❑ Water Department Approval PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 3 of 4 SAMPLE SKETCH: Edge of Pavement I f— Ditch Streetlight - I —-—-—-—-—-—-— —C--- a Rain Drain 1 C 1 � I ' T—'�iopos cf'Se1werTine-- 1 N� I1 Existing House Existing 1 o - Driveway 01 GO I 1 o� Go 1 rr, > 0i I 1 1 Existing Shop � i Power ole 1 I� 951 r --------76pertp[ne -------- � I 1 1 I Fire Hydrant(FH) � � I Scale: 'I-=30' � I I � I I � I I � � I MINIMUM SKETCH REQUIREMENTS (Put"N/A"if Not Applicable): North arrow Property lines&dimension Slope of property Street& street name(s) Existing building, structures Utility& street light poles Proposed work Existing curb or edge Trees Existing S/W or of pavement Existing utility locations D/W apron (sewer,water, storm) PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.dgard-or.gov 503-718-2421 Page 4 of 4 KIN111111 ';t== 2955 Red Hill Avenue Suite 200 intelligentmhattwctuir Costa Mesa,California 92660 July 8, 2016 VIA HAND-DELIVERY R E C 11 V E D"' City of Tigard Public Works Department J U L 12 1.016 8777 SW Burnham St. Tigard,OR 97223 CITY OF TIGARD Attn: Lori Faha,City Engineer PLANNING/ENGINEERING RE: Application for Public Facility Improvement (PFI) Permit SiteID: 90RB000940A Dear Ms. Faha, Please find the enclosed application for a Public Facility Improvement(PFI)Permit(the"Application")for Mobilitie, LLC ("Mobilitie") to install one proposed new utility infrastructure facility within the public right-of-way in the City of Tigard (the "City"). In the application packet you will also find preliminary technical drawings and specifications,Mobilitie's public utility information, and a check in the amount of $300.00 for the requisite filing fee. Mobilitie is a public utility company regulated by the Oregon Public Utility Commission to provide telephone related services, such as facilities based competitive local exchange and interexchange services. To meet the growing demand for connectivity, Mobilitie is deploying a hybrid transport network that provides high-speed,high-capacity bandwidth in order to facilitate the next generation of devices and data- driven services. This network can support a variety of technologies and services that require connectivity to the internet, including, but not limited to, driverless and connected vehicles (commercial, personal and agricultural), remote weather stations and mobile service providers. These transport utility poles and facilities are not dedicated to any particular customer, and, to the extent capacity on the structures is available,are available to be used by other municipal entities. Mobilitie plans to construct the applied for utility infrastructure within the next 18 months and formally requests the City to process the Application and identify a single point of contact to streamline application communications for the benefit of both parties. Our hybrid transport network is an industry changing approach that seeks to improve backhaul connectivity for Tigard residents. We are excited to work with you and are available to answer questions. If you have questions please contact me at(503)396-2551 or via email at Colleen.DeShazeraitbutility.com. Thank you for your attention to this matter. Respectfully Submitted, Coffees 19eY44re- Colleen DeShazer NRE Permitting Manager *Enclosures ORDER NO. 07-028 ENTERED 01/27/07 i BEFORE THE PUBLIC UTILITY COMMISSION OF OREGON RECEIVED CP 1344 JUL 12 2016 In the Matter of ) CITY OF TIGARD } PANNING/ENGINEERING MOBILITIE,LLC, } ERRATA ORDER Application for a Certificate of Authority to ) Provide Telecommunications Service in Oregon } and Classification as a Competitive Provider. } DISPOSITION: ORDER NO. 07-013 CORRECTED On January 9,2007,the Commission granted a certificate of authority to Mobilities,LLC(the Company)to provide telecommunications service in Oregon as a competitive provider. See Order No.07-013. On January 22,2007,John C.Dodge,counsel for the Company, filed a letter stating that the Company incorrectly stated its company name as Mobilities,LLC on its application,and requests that the Commission correct its name to Mobilitie,LLC. ORDER IT IS ORDERED that the company name of Mobilities,LLC as stated in Order No. 07-013 is corrected to be Mobilitie,LLC. The remainder of the order is unchanged. Made,entered,and effective JAN 2 7 2007 �,. j6 \ L Lees a pin P g Directbr 0. j M ` Utility Program 111 •�f V,tr�'9'".. A party may request r�ing or reconsideration of this order pursuant to ORS 756.561. A request for rehearing or reconsideration must be filed with the Commission within 60 days of the date of service of this order. The request must comply with the requirements in OAR 860-014-0095. A copy of any such request must also be served on each party to the proceeding as provided by OAR 860-013-0070(2). A party may appeal this order by filing a petition for review with the Court of Appeals in compliance with ORS 183.480-183.484. ORDER NO. 07-013 ENTERED 01/09/07 BEFORE THE PUBLIC UTILITY COMMISSION OF OREGON CP 1344 In the Matter of ) MOBILITIES,LLC ) ORDER Application for a Certificate of Authority to ) Provide Telecommunications Service in Oregon ) and Classification as a Competitive Provider. ) DISPOSITION: APPLICATION GRANTED Note: By issuing this certificate,the Commission makes no endorsement or certification regarding the certificate holder's rates or service. The Application On December 4,2006, Mobilities, LLC (Applicant) filed an application for certification to provide telecommunications service in Oregon as a competitive provider. Applicant proposes to provide intraexchange non-switched,private line service(dedicated transmission service)within all exchanges of the telecommunications utilities and cooperative corporations listed in Appendices A and B to this order. Applicant also proposes to provide interexchange non-switched,private line service(dedicated transmission service) statewide in Oregon. Applicant did not request authority to offer switched service. Applicant indicates that it intends to construct its own facilities and operate as a facilities-based provider for intraexchange and interexchange service. Applicant will not directly provide operator services as defined in OAR 860-032-0001 and will not be an `operator service provider' as defined in ORS 759.690(1)(d). The Commission served notice of the application on December 13, 2006. No protests or requests to be made parties of the proceeding were filed. ORDER NO. 07-013 Based on the record in this matter,the Commission makes the following: FINDINGS AND CONCLUSIONS Applicable Law Two statutory provisions apply to this application. First, ORS 759.020 governs Applicant's request to provide telecommunications as a competitive provider. Under ORS 759.020(5),the Commission shall classify Applicant as a competitive provider if Applicant demonstrates that its services are subject to competition, or that its customers or those proposed to become customers have reasonably available alternatives. In making this determination,the Commission must consider the extent to which services are available from alternative providers that are functionally equivalent or substitutable at comparable rates,terms and conditions, existing economic or regulatory barriers to entry, and any other factors deemed relevant. Second, ORS 759.050 governs Applicant's request to provide local exchange(intraexchange)telecommunications service. Under ORS 759.050(2)(a), the Commission may authorize Applicant to provide local exchange service within the local exchange of a telecommunications utility if the Commission determines such authorization would be in the public interest. In making this determination,the Commission must consider the extent to which services are available from alternative providers,the effect on rates for local exchange service customers,the effect on competition and availability of innovative telecommunications service in the requested service area,and any other facts the Commission considers relevant. See Order No. 96-021. Designation as a Competitive Provider Applicant has met the requirements for classification as a competitive telecommunications service provider. Applicant's customers or those proposed to become customers have reasonably available alternatives. The incumbent telecommunications utilities and cooperative corporations listed in the appendices provide the same or similar local exchange services in the local service area requested by Applicant. AT&T, MCI, Sprint Communications, Qwest Corporation,Verizon Northwest Inc., and others provide interexchange telecommunications service in the service area requested by Applicant. Subscribers to Applicant's services can buy comparable services at comparable rates from other vendors. Economic and regulatory barriers to entry are relatively low. Public Interest With regard to the general factual conclusions relevant to this proceeding, the Commission adopts the Commission's findings in Order No. 93-1850 and Order No. 96-021. Based on a review of those findings, as well as information contained in the application,the Commission concludes that it is in the public interest to grant the 2 ORDER NO. 07-013 application of Mobilities,LLC to provide local exchange telecommunications service as a competitive telecommunications provider in exchanges of the telecommunications utilities and cooperative corporations listed in the appendices, as described in the application. Further, it is in the public interest to grant statewide interexchange authority as described in the application. This finding will have no bearing on any determination the Commission may be called upon to make under sections 251 or 252 of the Telecommunications Act of 1996 (47 USC § 251, 252)with regard to the telecommunications utilities and cooperative corporations in this docket. Conditions of the Certificate In Order No. 96-021,the Commission interpreted ORS 759.050 and established conditions applicable to competitive local exchange carriers. Also, other conditions are listed in administrative rules, including among others OAR 860-032-0007. Applicant, as a competitive provider, shall comply with the conditions adopted in Order No. 96-021,as well as all applicable laws, Commission rules,and orders related to provision of telecommunications service in Oregon. Per ORS 759.050(2)(c)and Order No. 96-021,Applicant shall comply with the following conditions. 1. Applicant shall pay an annual fee to the Commission pursuant to ORS 756.310 and 756.320 and OAR 860-032-0095. The minimum annual fee is $100. Applicant is required to pay the fee for the preceding calendar year by April 1. 2. Pursuant to Oregon Laws 1987, chapter 290, sections 2-8, and to OAR chapter 860, division 033,Applicant shall ensure that the Residential Service Protection Fund surcharge is remitted to the Commission. This surcharge is assessed against each retail subscriber at a rate that is set annually by the Commission. 3. Applicant shall make quarterly contributions to the Oregon Universal Service fund based on a Commission approved schedule and surcharge percentage assessed on all retail intrastate telecommunications services sold in Oregon,pursuant to ORS 759.425. If Applicant bills the surcharge to its end-users, Applicant shall show the charges as a separate line item on the bill with the words "Oregon Universal Service Surcharge Competitive Zones All exchanges of the telecommunications utilities and cooperative corporations listed in the appendices to this order are designated competitive zones for dedicated transmission service pursuant to ORS 759.050(2)(b). 3 ORDER NO. 07-013 Pricing Flexibility-Dedicated Transmission Service The telecommunications utilities listed in Appendix A are granted pricing flexibility for dedicated transmission service in their respective exchanges by this order. See Order No. 93-1850, docket UM 381. ORDER IT IS ORDERED that: 1. The application of Mobilities, LLC is granted with conditions described in this order. 2. Applicant is designated as a competitive telecommunications provider for intraexchange service in the local exchanges of the telecommunications utilities and cooperative corporations listed in Appendices A and B. In addition,Applicant is designated as a competitive telecommunications provider for interexchange service statewide in Oregon. 3. The local exchanges of the telecommunications utilities and cooperative corporations listed in Appendices A and B are designated as competitive zones for dedicated transmission service. 4. Any obligation regarding interconnection between Applicant and the telecommunications utilities and cooperative corporations listed in Appendices A and B shall be governed by the provisions of the Telecommunications Act of 1996 (the Act). 5. No finding contained in this order shall have any bearing on any determination the Commission may be called upon to make under sections 251 or 252 of the Act with regard to the telecommunications utilities and cooperative corporations listed in the appendices to this order. 4 ORDER NO. 07-013 6. The telecommunications utilities listed in Appendix A shall receive pricing flexibility for dedicated transmission service on an exchange- by-exchange basis,as set forth in this order. Made, entered, and effective A � 200' � y 4 Lee Spar ng F h . Directot {' Utility Program A party may reques^t'!Crehearing or reconsideration of this order pursuant to ORS 756.561. A request for rehearing or reconsideration must be filed with the Commission within 60 days of the date of service of this order. The request must comply with the requirements in OAR 860-014-0095. A copy of any such request must also be served on each party to the proceeding as provided by OAR 860-013-0070(2). A party may appeal this order by filing a petition for review with the Court of Appeals in compliance with ORS 183.480-183.484. 5 ORDER NO. 07-013 APPENDIX A CP 1344 EXCHANGES ENCOMPASSED BY THE APPLICATION: ALL EXCHANGES OF THE TELECOMMUNICATIONS UTILITIES LISTED BELOW Telecommunications Utilities Not Exempt Pursuant to ORS 759.040 CenturyTel of Eastern Oregon,Inc. CenturyTel of Oregon, Inc. Qwest Corporation United Telephone Company of the Northwest/Emparq Verizon Northwest Inc. Telecommunications Utilities Exempt Pursuant to ORS 759.040 Asotin Telephone Company Cascade Utilities,Inc. Citizens Telecommunications Company of Oregon Eagle Telephone System, Inc. Helix Telephone Company Home Telephone Company Malheur Home Telephone Company Midvale Telephone Exchange Monroe Telephone Company Mt. Angel Telephone Company Nehalem Telecommunications, Inc. North-State Telephone Company Oregon Telephone Corporation Oregon-Idaho Utilities,Inc. People's Telephone Company Pine Telephone System,Inc. Roome Telecommunications, Inc. Trans-Cascades Telephone Company APPENDIX A PAGE 1 OF 1 ORDER NO. 07-013 APPENDIX B CP 1344 EXCHANGES ENCOMPASSED BY THE APPLICATION: ALL EXCHANGES OF THE COOPERATIVE CORPORATIONS LISTED BELOW Beaver Creek Cooperative Telephone Company Canby Telephone Association Clear Creek Mutual Telephone Colton Telephone Company Gervais Telephone Company Molalla Telephone Company Monitor Cooperative Telephone Co. Pioneer Telephone Cooperative Scio Mutual Telephone Association St.Paul Cooperative Telephone Association Stayton Cooperative Telephone Co. APPENDIX B PAGE 1 OF I � r�obilitie - RECEI intelligent infrastructure ® JUL 12 2016 Clrf O=TIGARD PL ANNING!—�NGINEERING intelligent infrastructure MOBILITIE, LLC SITE ID : 9 DRAWN BY JMG SITE LOCATION . DATE: 06113!2016 16101 -16165 72ND AVE. TIGARD, OR 97224 REV DATE DESCRIPTION BY o JI!nag.r� ig Alert A 06/13/2016 90%CONSTRUCTION JMG before youdig.below. SW. 72ND AVE & SW. UPPER BOONES FERRY RD.be OREGON Cau Two Wo6I 9 Days;r vw Dia! 1-800-STAKE IT DO NOT SCALE DRAWINGS WOOD POLE SUBCONTRACTOR$HALL VERIFY ALL PLANS EXISTING DIMENSIONS d FIELD CONDITIONS ON NEW UTILITY THE JOB SITE d SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. GENERAL NOTES LOCATION MAPS PROJECT DESCRIPTION CRO THE FACILITY IS NOT FOR HUMAN NABITATION.A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR VICINITY MAP SITE LOCATION (EO RIGHT OF WAYS THE SCOPE WILL CONSISTOF THE FOLWIWIRELESS FOLLOWING WITHIN THE ROVTINE MAINTENANCE.THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR • INSTALL ONE(1)PROPOSED 7Y-0'UTILITY WOOD POLE PRELIMINARY EFFECT ON DRAINAGE,NO SANITARY SEWER SERVICE,POTABLE WATER,OR TRASH DISPOSAL IS Ik4d•11, INSTALL ONE(1)OMNI-OIRECTIONAL ANTENNA REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. ' '�^^a`+e-1 • INSTALL ONE(1)UE RELAY • INSTALL ONE(1)GPS ANTENNA NOT FO R IW• O • INSTALL ONE(1)REMOTE RADIO HEAD SNf V • INSTALL ONE(1)AC DISTRIBUTION PANEL 1 • INSTALL ONE(1)METERSOCKET CONSTRUCTION SITE INFORMATION INSTALL ONE(1)NEM'QVAZ1 EBOX TSWITCH • INSTALL TWO(2)2'X'3'QVA2fTE 80% nv Pl—s. Y APPLICANT. MOBILITIE SMIe 6t 5br,� ENGINEERING APPLICANT ADDRESS. 2955 RED HILL AVENUE,STE.200,COSTA MESA,CA 92626 20121NTERNATIONAL BUILDING CODE PUBLIC ROW/PRIVATE PROPERTY. PUBLIC ROW 2014 NATIONAL ELECTRICAL CODE IT IS A VIOLATION OF LAW FOR ANY PERSON, TIAIEIA-222-G-2 OR LATEST EDITION UNLESS THEY ARE ACTING UNDER THE NEAREST ADDRESS: 16101-16165 72ND AVE.TIGARD,OR 97224 �Pa • LOCAL BUILDING/PLANNING CODE DIRECTION OF A LICENSED PROFESSIONAL NEAREST APN(S). 2S113AB00101 9 "Ty ENGINEER,TO ALTER THIS DOCUMENT. 517E LATITUDE. 45-24-11,0-N(x5.403059) DRAWING INDEX L� �� SITE LONGITUDE. 122'44'57.2'W(-122.749212) tm N�.� DYtrAnni- SITE ID: GISTYPE CAd3VF(NAD83) SHEET NO: SHEET TITLE GROUND ELEVATION'. 1166 AMSL _ NEW SITE T-1 TITLE SHEET 90RB000940A T-2 GENERAL NOTES 16101-16165 72ND AVE.TIGARD,OR 97224, . D SW 72ND AVE d SW.UPPER BOONES FERRY RD COUNTYCOUNTY OF WASHINGTON . T-3 GENERAL NOTES JURISDICTION. CITY OF TIGARD n A-1 NORTH d SOUTH NEW STEEL UTILITY POLE SITE LOCATION A-2 NORTH d SOUTH ELEVATIONS A-3 EAST d WEST ELEVATIONS 0 D-1 DETAILS SHEET TITLE .TP YnServ%r 1•A[.Sl6p 0-2 DETAILS k E-1 ELECTRICAL PLAN G-1 GROUNDING PLAN "Ile 11r.i9 WOK s TC-1 TRAFFIC CONTROL PLAN PROJECTTEAMTC-2 TRAFFIC CONTROL PLAN MOBILITIE,LLC XD INDUSTRIES 2955 RED HILL AVENUE,STE.200, 1572 N.BATA IA ST SUITE ID SHEET NUMBER COSTA MESA,CA 92626 ORANGE,CA 92876 APPLICANT:JUSTIN WALLEY CONTACT.JOSE FRIAS PHONE:949-584-0706 PHONE:714.947.3093 EMAIL:justin.waIIey®iwutili'_ EMAIL.)fnas@sd-d.o— rt T GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES GROUNDING NOTES 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE.THE LATEST EDITION AND ALL OTHER 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED ANYIALL CONSTRUCTION SHALL BE 1 GC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION(-P','A',-W,T) 1 APPLICABLE CODES AND ORDINANCES. IN ACCORDANCE WIDRAWINGS AND ANYULL APPLICABLE SPECIFICATIONS.IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH 1'HIGH LETTERS. WITH THESE REQUIREMENTS,CONTRACTOR SMALL NOTIFY'CONSTRUCTION MANAGERAS SOON AS POSSIBLE,AFTER THE 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND CONSTRUCTION SPECIFICATIONS 80-71196-1 DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT PORTION OF WORK,UNTIL THE'CONSTRUCTION MANAGER' 2. ALL HARDWARE 3-16 STAINLESS STEEL,INCLUDING LOCK WASHERS,COAT ALL SURFACES WITH AN ANTIOXIDANTCOMPOUND intelligent infrastructure REV H.THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. BEFORE MATING.ALL HARDWARE SHALL BE STAINLESS STEEL 3AB INCH DIAMETER OR LARGER DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION 2, ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING 3 FOR GROUND BOND TO STEEL ONLY INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH AN 3 CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF.ALL EXISTING CONDITIONS ANTI-0XIDANT COMPOUND BEFORE MATING WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING OF ELECTRICAL EQUIP.,LIGHT FIXTURES,ETC.,THAT ARE PART OF THE FINAL SYSTEM,SHALL BE VERIFIED BY THE CONTRACTOR, HIMSELF WITH ALL CONTRACT DOCUMENTS,FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE PRIOR TO THE SUBMITTING OF HIS BID.FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF 4. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING UTILITY POLE THE SUBCONTRACTOR ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. SHALL OBTAIN APPROVAL FROM THE UTILITY POLE OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE UTILITY POLE. ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL 5. ALL ELECTRICAL AND GROUNDING AT THE POLE SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE(NEC),NATIONAL FIRE ORDINANCES OF THE LOCAL POWER A TELEPHONE COMPANIES RAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED PROTECTION ASSOCIATION(NFPA)780(LATEST EDITION),AND MANUFACTURER. 4. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. TO'. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL C-NATIONAL FIRE CODES ADDITIONAL NOTES: INSTALLATIONS AS INDICATED ON THE DRAWINGS OWNER PROVIDED MATERIALS WILL INCLUDE THE FOLLOWING,UNLESS NOTED A. UL-UNDERWRITERS LABORATORIES OTHERWISE. B NEC-NATIONAL ELECTRICAL CODE 6. ALL DETAILS ARE SHOWN IN GENERA TERMS ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE A)TRANSMITTER C NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. SPECIFIC CONDITIONS. 8)RF FILTER D OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT C)HOSE AND HOSE MANIFOLDS(ANY COPPER OR STEEL SECTIONS PROVIDE BY CONTRACTOR) E. SBC-STANDARD BUILDING CODE 7. GROUND ALL ANTENNA BASES,FRAMES.CABLE RUNS.AND OTHER METALLIC COMPONENTS USING N6 GROUND WIRES FOLLOW D)UHF ANTENNA AND MOUNTING BRACKETS,GPS ANTENNAS AND KU ANTENNAS ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS M O B I L I T I E L L C E)UHF COAX AND HANGERS 4. DO NOT SCALE ELECTRICAL DRAWINGS,REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT,AND F)480-208&20BJAN 00 ELECTRICAL TRANSFORMERS(RE'.E-2 FOR SPECIALIZED TRANSFORMERS PROVIDED BY CONTRACTOR) CONFIRM WITH CONSTRUCTION MANAGERANY SIZES AND LOCATIONS WHEN NEEDED 8 ALL GROUND CONNECTIONS SHALL BE 06 AWG U N .ALL WIRES SHALL BE COPPER WITH THHR/THWN ALL GROUND WIRE SHALL G)AUTOMATIC TRANSFER SWITCH AND GENERATOR BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE(S . HEQUIPMENT SHELTER(SHE AND RS FURNISHED IN FACTORY W/HVAC EQUIPMENT D ELECTRICAL DISTRIBUTION PANEL) 5. EXISTING SERVICES CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER I)INTEGRATED LOAD CENTER 9. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE,10 OHMS MAXIMUM.PROVIDE SUPPLEMENT GROUNDING ) RODS AS 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS,FEES,INSPECTIONS AND TESTING.CONTRACTOR IS TO OBTAIN PERMITS AND REQUIRED TO ACHIEVE SPECIFIED DIMS READING GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED BY THE 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED SPACING BETWEEN EQUIPMENT IS REQUIRED APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT APPLICANT REPRESENTATIVE CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7. THE TERM'PROVIDE'USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS,INDICATES THAT THE CONTRACTOR SHALL 10 NOTIFY ARCHITECTIENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. OBTAINING THE WORK. FURNISH AND INSTALL. 11. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 17 BELOW GRADElFROST-LINE IN TRENCH, 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE:LUG SIZE RESTRICTIONS, U.N.O.,AND BACK FILL SHALL BE COMPACTED AS REQUIRED BY ARCHITECT AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. CONDUIT ENTRY,SIZE OF TRANSFORMERS,SCHEDULED DOWNTIME FOR THE OWNERS'CONFIRMATION,ETC..ANYA LL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER,PRIOR TO BEGINNING ANY WORK. 12. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE,WITH A MINIMUM 17 BENDING RADIUS NOT DRAWN BY: J.M.G. 7 CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE LESS THAN 90 DEGREES. STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 9. MINIMUM WIRE SIZE SHALL BE N12 AWG,NOT INCLUDING CONTROL WIRING,UNLESS NOTED OTHERWISE ALL CONDUCTORS SHALLIT BE COPPER WITH THWN INSULATION. 13. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE DATE: D6/13/2016 6, CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION.CONTRACTOR N_BURNDY,HY-GRADE U.L.LISTED CONNECTORS FOR OUTDOOR USE OR AS APPROVED BY APPLICANT PROJECT MAMAGER. SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS,CAST ALLOY WITH THREADED HUBS IN WETIDAMP LOCATIONS AND b.CADWELD,EXOTHERMIC WELDS(WELDED CONNECTIONS). COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT,UNLESS OTHERWISE NOTED. SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. G ONE(1)HOLE TINNED COPPER COMPRESSION(LONG BARREL)FITTINGS. 9, CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND BUILDING OCCUPANTS THAT 11. IT IS NOT THE INTENT OF THESE PIANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.CONTRACTOR IS EXPECTED TO 14. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURERS DIEMARK VISIBLE AT THE CRIMP AND WEATHER-PROOFED REV DATE DESCRIPTION BY ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. FURNISH AND INSTAL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT WITH HEAT SHRINK(RESULTING FROM USE OF PROPER CRIMPING DEVICES). 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS 6 GROUNDS AND SCHEDULE HIS TO BE PLACED IN PROPER WORKING ORDER. 15, ALL CONNECTION HARDWARE SHALL BE TYPE 3-16 STAINLESS STEEL(NOT ATTRACTED TO MAGNETS). A 06/13/2016 90%CONSTRUCTION JMG ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED,AS REQUIRED BY SPECIFICATIONS,SET FORTH BY APPLICANT. 16. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC,ARTICLE 25042 AND SHALL BOND ALL EXISTING AND NEW 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO GROUNDING ELECTRODES.NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS,GROUND RING IF EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,WORKMANLIKE MANNER.THE SERVICE IS WITHIN THE RADIO EQUIPMENT LOCATION,BUILDING STEEL IF APPLICABLE,COD WATER CONNECTIONS MUST BE MADE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION ON THE STREET SIDE OF MAIN SHUT-OFF VALVE 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY MANAGER. OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC.AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANYALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. TESTING AND EQUIPMENT TURN UP REQUIREMENTS 14, IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES(UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION,WHICH MAY HAVE BEEN DAMAGED THEREIN. 1. RF CABLE,DATA CABLE,RADIO EQUIPMENT AND BACK HAUL EQUIPMENT TESTING WILL COMPLY WITH CURRENT INDUSTRY NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. STANDARDS AND OR THOSE STANDARDS OF THE EQUIPMENT MANUFACTURE OR PROVIDED TO THE CONTRACTOR PRIOR TO 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANYIALL TESTING. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT PROPERTY DAMAGE FOR THE DURATION OF WORK. SURFACES. 2. CONTRACTOR WILL USE THE APPROPRIATE CALIBRATED TESTING EQUIPMENT IN THE TESTING OF RF CABLE,DATA CABLE,RADIO 18. PROVIDE AND INSTALL CONDUIT,CONDUCTORS,PULL WIRES,BOXES,COVER PLATES AND DEVICES FOR ALL OUTLETS AS EQUIPMENT AND BACK HAUL EQUIPMENT THAT MEET INDUSTRY STANDARDS OF THE MANUFACTURE OR THOSE STANDARDS 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U .LISTED AND FIRE CODE APPROVED MATERIALS. INDICATED. PROVIDED TO THE CONTRACTOR PRIOR TO TESTING. 17. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT NOT SPECIFIED AS 19, DITCHING AND BACK FILL'CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING 3. CONTRACTOR TO VERIFY AND RECORD ALL TEST RESULTS AND PROVIDE THESE RESULTS WITHIN THE FINAL CLOSE OUT PACKAGE. REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM EXCAVATION AND BACKFILLING AND COMPACTION.REFER TO NOTES AND REQUIREMENTS EXCAVATION,AND BACKFILLING. PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL 4. ALL PERSONNEL INVOLVED IN THE TESTING OF RF CABLE,DATA CABLE,RADIO EQUIPMENT AND BACK HAUL EQUIPMENT WILL BE COMPLETION OF CONSTRUCTION. 20, MATERIALS,PRODUCTS AND EQUIPMENT,INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND SHALL APPEAR ON THE LIST REWIRED TO HAVE BEEN TRAINED AND OR CERTIFIED IN THE PROPER TESTING OF RF CABLE,DATA CABLE,RADIO EQUIPMENT AND OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC,NEMA AND IECE. BACK HAUL EQUIPMENT. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ARYlALL LIGHTING FIXTURES, 5. ALL TEST RESULTS SMALL BE TIME STAMPED,RECORDED AND PRESENTED PRIOR TO ENERGIZING AND TURN UP OF ANY EQUIPMENT. PRELIMINARY 19. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. WORK,SHALL BE REMOVED ANGOR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE 6 GPS EQUIPMENT IS NOT TO BE TESTED OR ATTACHED TO ANY CABLING DURING TESTING,GOING SO WILL DAMAGE THE GPS UNIT, WITH THE EXECUTION OF THE WORK,SUBJECT TO APPLICABLE REGULATORY AUTHORITIES 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY NOT FO R AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE CONSTRUCTION MANAGER' 7. PRIOR TO TESTING IF THE CONTRACTOR HAS ANY QUESTIONS ABOUT THE TESTING PROCEDURES THEY ARE TO CAIN-AND OBTAIN 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF UPON FINAL ACCEPTANCE. ASSISTANCE FROM A QUALIFIED DESIGNATED TESTING REPRESENTATIVE. CONSTRUCTION REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WrTH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR 8. EQUIPMENT IS NOT TO BE ENERGIZED UNTIL ALL TESTING HAS BEEN COMPLETED,APPROVED AND THE APPROPRIATE AUTHORITY EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES 23_ THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES.ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR HAS BEEN NOTIFIED AND GIVES APPROVAL TO ENERGIZE THE EQUIPMENT. 21. ALL CONSTRUCTION IS TO ADHERE TO APPLICANT'S INTEGRATED CONSTRUCTION STANDARDS UNLESS STATE CODE IS MORE STRINGENT 24. DISCONNECT SWITCHES SHALL BE H P.RATED HEAVY-DUTY,QUICK-MAKE AND QUICK4MUM ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. 22 THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE CONSTRUCTION IN ACCORDANCE PER STATE BUILDING STANDARDS CODE,TITLES 19 AND 24,STATE CODE OF REGULATIONS.SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS'NOOXIDE A'BY APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISHED WORK WILL NOT COMPLY PER STATE CODE OF REGULATIONS,A DEARBORNE CHEMICAL CO.COAT ALL WIRE SURFACES BEFORE CONNECTING.EXPOSED COPPER SURFACES.INCLUDING GROUND MISCELLANEOUS MATERIALS CHARGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE JURISDICTION BARS,SHALL BE TREATED-NO SUBSTITUTIONS IT IS A VIOLATION OF UW FOR AFJV PERSON, BEFORE PROCEEDING WITH THE WORK. UNLESS THEY ARE ACTING UNDER THE 26. RACEWAYS:F SPARE SHALL BE SCHEDULE 80 PVC MEETING OR EXCEEDING NEMA T I1-S-21.CONTRACTOR SMALL PLN AND DAP FROM TIME TO TIME IT MAY BE NECESSARY TO MAKE MINOR LEVEL OUT A BRACKET TO ACCOMMODATE,LEVEL S SPACE ANTENNA MOUNTS DIRECTION OF A LICENSED PROFESSIONAL EACH ND IT SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS-200 LBS TEST POLYETHYLENE ANILE. AND EQUIPMENT EXAMPLE ADDING A WASHER OR SHIM TO LEYEL OUT A ESMALL OR MOUNT TO MEET SPECIFICATIONS.HAVING TO ENGINEER,TO ALTER THIS DOCUMENT. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT.RADIUS.RGS CONDUITS WHEN SPECIFIED,SHALL MEET UL6 FOR GALVANIZED OFFSET OR SPACE A BRACKET OR MOUNT DUE TO FLANGES AND OR OTHER SMALL PROTRUSIONS ON A POLE TOP ASSEMBLY.ANY STEEL.ALL FIRINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT COAT ALL THREADS WITH'BRITE ZINC OR MATERIALS,NUTS,BOLTS,SHIMS OR SPACERS USED TO ACCOMMODATE ADJUSTMENTS TO ANTENNA MOUNTS AND EQUIPMENT MUST BE COLD GALV. PERMANENTLY AFFIXED,BOLTED TO THE MOUNT,BRACKET OR POLE,AS NEVER TO BECOME A FALL HAZARD.ALL MATERIALS NUTS, BOLTS,SHIMS OR SPACERS USED IN MINOR ADJUSTMENTS,MUST BE EITHER STAINLESS STEEL OR GALVANIZED;HALF WASHERS ARE 27, SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. PROHIBITED.ANY MINOR ADJUSTMENTS TO ACCOMMODATE ANTENNA MOUNTS AND EQUIPMENT SHOULD BE DONE IN A PROFESSIONAL MANOR WITH SAFETY AND AESTHETICS IN MIND SHOULD YOU HAVE ANY QUESTIONS CONTACT YOUR ASSIGNED CONSTRUCTION SITE I D: 28 CONDUCTORS: D CONDUCTORS FOR WIRE UP TO AND INCLUDING NOCTIVITY COPPER G SE STRANDED CINSULATION 600 ONDUCTORS FOR WIRE ABOVE NO.8 AWG.T,COLOR CODED PROJECT MANAGER OR ENGINEER FOR GUIDANCE. 90RB000940A 29, CONNECTORS FOR POWER CONDUCTORS.CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 16101-16165 72ND AVE.TIGARD.OR 97224, 10 AND AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO.8 AWG AND LARGER. SW.72ND AVE 6 SW.UPPER SCONES FERRY RD 30. SERVICE.120/24CYV,SINGLE PHASE,3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY OWNER OR OWNERS AGENT WILL NEW STEEL UTILITY POLE APPLY FOR POWER. 31. TELEPHONE SERVICE:CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. SHEET TITLE 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 17 BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS.CAUTIONS TAPE TO READ*CAUTION BURIED ELECTRIC OR BURIED TELECOMM'. 34. ALL BOLTS SHALL BE 3-16 STAINLESS STEEL GENERAL NOTES SHEET NUMBER T-2 SITE WORK NOTES FOUNDATION,EXCAVATION AND BACKFILL NOTES 1 DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO i VERTICAL. 1 -_ 2 DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS,SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS,AND WITHOUT THE PRESENCE OF POUNDING WATER. intelligent infrastructure 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD g AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECTIENGINEER AT COMPLETION OF PROJECT. FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM 01557. 4, ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE.BEEN PLOTTED FROM VAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF INADEQUATE BEARING CAPACITY IS THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE REACHED AT THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO STMT OF EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONSTRUCTION.CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO STMT OF CONSTRUCTION. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS,AND SO FORTH PRIOR TO ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH,LOAM,SANDY CLAY,SAND AND GRAVEL,OR ARCHITECTIENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE SOFT SHALE,FREE FROM CLODS OR LARGE STONES OVER 2 VT MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN DISCREPANCY IS CHECKED AND CORRECTED BY THE MCH ITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS COMPACTED LAYERS. CONTRACTOR WILL HAVE WORKED AT RISHER OWN RISK AND EXPENSE.CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO STMT OF CONSTRUCTION. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED IN MAXIMUM 6"THICK LIFTS BEFORE COMPACTION.EACH LIFT SHALL SE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY 6. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN MEAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED FOR SOIL IN ACCORDANCE WITH ASTM D1557. /► TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. M O B I L ITI E LLC 6, NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 MRS PRIOR TO BACK FILLING. 7 7 GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER.THE FINAL(FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE PADS a ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE PROPERLY LAID BACK OR SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA)REQUIREMENTS. SPECIFIED ELEVATIONS WHERE REQUIRED. 9. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY DENSITY. a. NEWLY GRADED SURFACE MEAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE:TYPM-3401 AS MANUFACTURED BY'CONSTRUCTION MATERIAL 1-BOD-239-3841'OR AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE 10. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND GEOTEXTILE FABRIC SHALL BE BUCK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. I FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4'DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FOOT TYPE No.57 FOR FENCED 11. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPOUND:FOOT TYPE N.67 FOR ACCESS DRIVE AREA DRAWN BY: J.M.G. COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 9. IN ALL MEAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND UNSATISFACTORY SOIL MATERIALS, 12. ANY FILLS PLACED ON EXISTING SLOPES THAT ME STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER DATE: 06/13/2016 INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTINGWREPARED SOIL SURFACE. 13. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS,TRASH,WEEDS,BRUSH OR ANY OTHER 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL,SCARIFY DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFFSITE BY THE THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RECOMPACT TO GENERAL CONTRACTOR. THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. REV DATE DESCRIPTION BY 14. ALL TREES AND SHRUBS WHICH ME NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS,REPLACE CONTRACTOR GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS A 06/13/2016 90%CONSTRUCTION JMG SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 15. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL ENVIRONMENTAL NOTES SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING 1 ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. PAYMENT OF FINES AND PROPER CLEAN UP FOR MEAS IN VIOLATION. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN MEAS WHERE EQUIPMENT LOADS WILL OPERATE.USE PLANKING 2 CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND 'MATTS OR OTHER SUITABLE PROTECTION DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY.REPAIR ANY SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES,ROADWAYS AND WATERWAYS DAMAGE TO EXISTING GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTORS OPERATIONS. AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION 8 RELEASE OF SITE. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SMALL BE REPAIRED AND 3. CONTRACTOR SHALL INSTALVCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS TOPSOIL AND UNSUITABLE 4 NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE FOR CONTROLLING EROSION ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. CONTRACT. 5 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE.ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6 CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY PRELIMINARY 7 CLEARING OF VEGETATION AND TREE REMOVAL SMALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM.ONLY TREES NOT FO R NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8 SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF CONSTRUCTION THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9 CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,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. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN QUALITY STONE FREE OF MY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN,ELONGATED OR LAMINATED PIECES,DISINTEGRATED MATERIAL,ORGANIC MATTER,OIL,ALKALI,OR OTHER DELETERIOUS SUBSTANCES R I$A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SITE ID: 90RB000940A 16101-16165 72ND AVE.TIGARD.OR 97224, SW.72ND AVE&SW.UPPER BOONES FERRY RD. NEW STEEL UTILITY POLE SHEET TITLE GENERALNOTES SHEET NUMBER T-3 3 1 -A !v. - �,�.g�-;''/- I. ••rat't'�� \ \�-` �\ .3 -A t.L _ 1re. /'��•_ ri,: `\+ EXIST UTILITY 4:�,..•+v' / �� •.� nr.'• �// .`µ� ob ' ie BOX TYP '-/ / Q,O• .�� t.�s2♦{� --- • intelligent infrastructure I - ,EXISTING PULLBOX,TYP. Q� 2 ° .�• i EXISTING i EXISTING TRAFFIC • I EXISTING UTILITY VAULT,TYP. /CJ` / �r;SIGNAL LIGHT,TYP. BUILDING yyy w _ 'EXISTING OVERHEAD O� I s••q•�POWER DISTRIBUTION,TYP. •+ t$ ,,^_-- .04 ov EXISTING DRIVEWAY, /�, / /�` • 1 a •: �; Qo D �: ,• i. ..,, ^r ' t s7 I TYP �o_/,/ -;/ a • y f�_ _a» '. E,Ii: . :; T,ecY MOBILITIE, LLC - - ,. EXISTING CURB,TVP // /moi EXISTING UTILITY MANHOLE,TYP: ` Ly t 'Le.: �r;- �-.t=a" EXISTING GUTTER,TYP _ N e o aa\t\g{ b EXISTING o ,,.'. �� • -ea�.1b Dtta�• PARKING LOT t •' o 9 �� a a\ < 1i 4. I • t o /� �`��!^ \ .a{a�� D• 0 1 DRAWN BV: J.M.G. t:il / � \ \ `•, � r DATE: 06/13/2016 EXISTING UTILITY ! �\ \ • ' t - e a- POLE,TYP. '4s`moi• •` \ \ \\•, •1r• �Oe • a r`K i•• }�ys.•. : .\\ .\�•: �j,�' a`' • 1• REV DATE DESCRIPTION BY ��`• 3,R,S: .�• •' .'Y.' \ r _ '1r y _ A 06/132016 90%CONSTRUCTION JMG I -p i ` �Oy��•. .� �.��`.,,fs�.�-=`�.' =-}�� .�r.•'. �_r. \\ `_♦� Vii _ ,;� �� •\� O`4'i1� / Cfi/t y'• ••"_i� �t�` ' .� ••�-+. 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SITE ID: EXISTING �/ I _ • ._f 1.•• j„ .�•'/ _ .4�"! -0 — —29 ♦ ♦ i�1aR . c LANDSCAPE, I • ; `••••- .-_ _i,+._.�,• `.+.�;♦; ,w —20 •` '> 9ORB000940A TYP. I _ �t• - --i-"-`" • ,N` `_•.i a ''y 40'-0 ♦ !;'v_� 16101 16165 72ND AVE TIGARD,OR 97224, _ \ ^ ♦ . `''• (. ._ •� �1 ��• ';• SW 72ND AVE&SW.UPPER BOONES FERRY RD. EXISTING�/ �/ �/ • ••• rs. ♦_•\''�'.a '�' ` ' y\��T PROPOSED PIOWE LITY POLE,P o.C.. ( r t ••-.-•• NEW STEEL UTILITY POLE EXISTING / ° • :A NEW OVERHEAD I PARKING LOT J , •� p ° POWER RUN#1, SHEET TITLE W W I• '.•�� DI a t O O O a 360'-W .• .• .•L .�as. ,;:: • • < D o� D _ • •. SITE PLANS = � '�X \ • 001 1D • r- - s �ti r, • `• ° 1 \••�6• - I NEW 72'-0'UTILITY WOOD �/ _r - s ,+ r -x • _ p o► •• I POLE W!NEW EQUIPMENT r•cwy .+ ,� r + �}-y a \ a 1<;<a•a 22'-5' ,r SHEET NUMBER ENLARGED SITE PLAN 2Px36 SCALE 3M- V-0- ® 2 SITE PLAN 2.Y.36-SCALE 1•=2U'-0 itY17-SCALE.3/16'=1'-0- 7 1' 0' 7 11577'SCALE'.1'=40-0- 20 10' 0' 20' T.O.NEW OMNI-DIRECTIONAL ANTENNA T.O.NEW OMNI-DIRECTIONAL ANTENNA 75'-2"AGL 75'-2"AGL ei NEW OMNI-DIRECTIONAL - t NEW OMNI-DIRECTIONAL - o-t ANTENNA RAD CENTER OF NEW OMNI DIRECTIONAL ANTENNA Dt ANTENNA RAD CENTER OF NEW OMNI DIRECTIONAL ANTENNA m 73 11"AGL 73'-11"AGL I it T.O. NEW UTILITY WOOD POLE T.O. NEW UTILITY WOOD POLE intelligent infrastructure eNEW ANTENNA MOUNT 72'-0"AGL p t NEW ANTENNA MOUNT 72'-0"AGL D-1 � NEW OMNI-DIRECTIONAL 0-0 _ ANTENNA NEW ANTENNA MOUNT NEW 1-114"SCH-80 NEW 1-1/4"SCH-80 PVC COAX SEE DETAIL'A' PVC COAX DUCT NEW PVC COAX DUCT DUCT DUCT NEW UE RELAY - NEW CAT-5E MOBILITIE, LLC NEW 0UE RELAY ETHERNET LINK >'i NEW UE RELAY >'i NEW CAT-5e NEW GPS ANTENNA NEW CAT-5e ETHERNET LINK NEW REMOTE ETHERNET LINK eNEW GPS ANTENNA RADIO HEAD e NEW GPS ANTENNA °-t T.O.NEW UE RELAY °t T.O.NEW UE RELAY 23'-O"AGL 23'-0'AGL DRAWN BY J.M.G. e NEW REMOTE RADIO e NEW REMOTE RADIO D_t HEAD NEW 1"SCH-80 PVC D_t HEAD MOBILITIE,LLC DUCT DATE: 06/13/2016 a NEW STAND-OFF a NEW STAND-OFF o-t MOUNT _ B.O.NEW REMOTE RADIO HEAD o-t MOUNT B.O.NEW REMOTE RADIO HEAD 19'-6"AGL to 1t NEW 1'SCH-80 PVC 19'-6"AGL to,n NEW 1'SCH-80 PVC REV DATE DESCRIPTION BY MOBILITIE,LLC DUCT _ DETAIL'A' °-1 MOBILITIE,LLC DUCT A 06/13/2016190%CONSTRUCTION JMG 1'2 NEW RF SIGNAGE B.O.OF NEW RF SIGNAGE B.O.OF NEW RF SIGNAGE D_2 a 16'-6"AGL NEW AC DISTRIBUTION 16'-6"AGL 0-1 PANEL eNEW AC DISTRIBUTION B.O.NEW AC DISTRIBUTION PANEL B.O.NEW AC DISTRIBUTION PANEL 0-1 PANEL 15'-O"AGL 15'-0"AGL to 11 NEW 2'0 RISER to.n NEW 2'0 RISER (BY OWNER) B.O.OF NEW NEMA-3R DISCONNECT SWITCH o-t (BY OWNER) B.O.OF NEW NEMA-3R DISCONNECT SWITCH 13'-O'AGL 13'-0'AGL NEW NEMA-3R NEW AC DISTRIBUTION NEW NEMA-3R on DISCONNECT SWITCH SEE DETAIL'S' PANEL o-1 NEW 2"0 RISER DISCONNECT SWITCH (BY OWNER) to,11 NEW 2"0 RISER B.O.NEW METER SOCKET10.11 NEW 2"0 RISER B.O.NEW METER SOCKET °-1 (BY OWNER) 9'-0"AGL °'1 (BY OWNER) - 9'-0"AGL s NEW NEMA-3R s °t NEW METER SOCKET DISCONNECT SWITCH o-1 NEW METER SOCKET NEW CLIMBING STEPS NEW 2"0 RISER (BY OWNER) 1o,t1 NEW 2"RIGID GALVANIZED PRELIMINARY o-t STEEL UTILITY DUCT NOT FOR to,tt NEW 2"RIGID GALVANIZED °-1 STEEL UTILITY DUCT NEW METER SOCKET _ to,11 NEW 1'SCH-80 PVC to,n NEW1"SCH-80 PVC °-1 GGROUNDING DUCT CONSTRUCTION D-t GROUNDING DUCT DETAIL'B' NEW 72'-0"UTILITY WOOD NEW 72'-0"UTILITY WOOD POLE W/NEW EQUIPMENT - POLE W/NEW EQUIPMENT FINAL GRADE _ FINAL GRADE C I wr='l o'-o"AGL "AGL IT IS A VIOLATION OF LAW FOR ANY PERSON, —II � INLESS THEY ARE ACTING UNDER THE NEW 5/8 0X8'-0" IIII I III1i11JII —II 1 I — I�1 I I1 r I III= I� °IRECTION OFA LICENSED PROFESSIONAL I I ENGINEER,TO ALTER THIS DOCUMENT. COPPER CLAD STEEL I 1 - I 1 GROUND ROD I- NEW 5/8'0X8'-O" \ I ICI IL�1 IF II�I�I I IE ILI I �III I I ISI hI - o I I I I GROUNDING DUCT PVC COAX DUCT — --- - mo - I r - COPPER-CLAD STEEL I CI - I I m 11r1� �1��1 NEW NEW1-1/4'SCH-80 1�I�ICI I. I I[F� -'-- " 1 ,11 11E= I I � � I -IGp�NDROD SITE ID: II 1 ICI IC1I I W I I C I I I L I I Z. ILII CI I I_I I_I I E�I F �I I h �I I I_I I�11 h I I_I Z 90RB000940A MAKE READY NOTES: 1s2NO AVE SW AVEUPPER TIGARD,DR FERRY I I I I C1 I E ( ( I L-III-1 J I I -I I ICI I-1 I I I I I I I I-;i�, SW 72N°AVE 8 SW UPPER BOONES FERRY R° NEW 2'RIGID 4 1� 1. NEW EQUIPMENT TO BE PAINTED TO MATCH SURROUNDING AREA ICICI I ISI I I ICI H1=11 HIM GALVANIZED STEEL I�I�II�II��C1 I�II�I�IICI�II�II_ Ibl I I�II� 1 I Ike I1=1�I-II I UTILITVDUCT 1=IIHI�II- E�IIC�I I 1� NEW STEEL UTILITY POLE - 1 I I I I I I I 11 1 I 11 I I�ffir=_ IIII 2. FROM TIME TO TIME IT MAY BE NECESSARY TO MAKE MINOR ADJUSTMENTS TO ACCOMMODATE,LEVEL OR SPACE ANTENNA MOUNTS AND EQUIPMENT.EXAMPLE ADDING A L J - = NEW 1"SCH-80PVC NEW 2"0 RISER, I� 1-I I I I1 III-(I- WASHER OR SHIM TO LEVEL OUT A BRACKET OR MOUNT TO MEET SPECIFICATIONS.HAVING I1=1I f=1 1=1I I�-III_- MOBILITIE,LLC DUCT (BY OWNER) TfT I I1�I t-7i=1 I1=1I ICICI I�I I__i d r TO OFFSET OR SPACE A BRACKET OR MOUNT DUE TO FLANGES AND OR OTHER SMALL SHEET TITLE EQUIPMENT CHART PROTRUSIONS ON A POLE TOP ASSEMBLY.ANY MATERIALS,NUTS,BOLTS,SHIMS OR SPACERS NORTH SOUTH USED TO ACCOMMODATE ADJUSTMENTS TO ANTENNA MOUNTS AND EQUIPMENT MUST BE QUANTITY DESCRIPTION CABLE LENGTH DIMENSIONS(HxWxD) WEIGHT SITE ID;gpRgpOp94pok PERMANENTLY AFFIXED,BOLTED TO THE MOUNT,BRACKET OR POLE;AS NEVER TO BECOME ELEVATIONS 1 ALPHA WIRELESS AW3477-S OMNI-DIRECTIONAL ANTENNATBD 29.5"X 4.5'0 8.8 LBS �.��.,�,�o., A FALL HAZARD.ALL MATERIALS NUTS,BOLTS,SHIMS OR SPACERS USED IN MINOR ADJUSTMENTS,MUST BE EITHER STAINLESS STEEL OR GALVANIZED; HALF WASHERS ARE 1 AIRSPAN IR460 UE RELAY TBD 7"0 X 13" 8.8 LBS " ,.a,.°'" ° PROHIBITED. ANY MINOR ADJUSTMENTS TO ACCOMMODATE ANTENNA MOUNTS AND 1 PCTEL 3971 D-DH-W GPS ANTENNA TBD 2.36'0 X 2.48' <11 LBS m a... EQUIPMENT SHOULD BE DONE IN A PROFESSIONAL MANOR WITH SAFETY AND AESTHETICS IN 1 AIRSPAN AH 1000D REMOTE RADIO HEAD TBD 18.9"X 9.6"X 7.48' 34.14 LBS MIND.SHOULD YOU HAVE ANY QUESTIONS CONTACT YOUR ASSIGNED CONSTRUCTION SHEET NUMBER PROJECT MANAGER OR ENGINEER FOR GUIDANCE. 1 EATON COOPER B-LINE U114B METER SOCKET TBD 24"X 12"X 4.63" TBD 3. NEW SSM-1/2"SNAP-IN HANGER KIT SKU#439081,PART#WSH-U12,(18'FROM SOURCE THEN �-� 1 RAYCAP RSTAC-3111-P120 AC DISTRIBUTION PANEL TBD 13"X 11 4 4 "X 4 " -5 LBS a T-0"MAX.SPACING AFTER)FOR ALL LOOSE WIRES 1 SIEMENS GNF321 R NEMA TYPE-3R DISCONNECT SWITCH TBD 8.25'X 7.68"X 3.125' 24 LBS 4. FOR ALL ELECTRICAL INFORMATION PLEASE REFERENCE E-1 SHEET DISCONNECT SWITCH PANEL DETAILS NEW SOUTH ELEVATION 2a'x1rSCALE 3196 1'-0 2 EXISTING NORTH ELEVATION 11'o96•SCALE 916•=1'-0 ® 1 11'><tT SCALE 3116'=1'-°' 27!t' p' 2' 11'x17'SCALE 3116'=1'-0' 2' 1' p' 2' T.O.NEW OMNI-DIRECTIONAL ANTENNA 75'-2'AGL T.O.NEW OMNI-DIRECTIONAL ANTENNA 75'-2'AGL NEW OMNI-DIRECTIONAL RAD CENTER OF NEW OMNI DIRECTIONAL ANTENNA °-, ANTENNA RAD CENTER OF NEW OMNI DIRECTIONAL ANTENNA IRM 73 TEN GL e - - - - eNEW OMNI-DIRECTIONAL 73'-11'AGL °-t ANTENNA(BEYOND) T.O. NEW UTILITY WOOD POLE T.O. NEW UTILITY WOOD POLE intelligent infrastructure 72'-0"AGL 2 D-, NEW ANTENNA MOUNT 72'-0"AGL eNEW ANTENNA MOUNT(BEYOND) NEW 1-1/4"SCH-80 PVC COAX DUCT MOBILITIE, LLC 3p NEW UE RELAY D-, NEW CAT-5e ETHERNET LINK e NEW GPS ANTENNA D, T.O.NEW UERELAY 23'-0'AGL 6 NEW REMOTE RADIO DRAWN BY: J.M.G. °-, HEAD DATE: 06/13/2016 B.O.NEW REMOTE RADIO HEAD 19'6'AGL NEW 1"SCH-80 PVC REV DATE DESCRIPTION BY °-� MOBILITIE,LLC DUCT A 06/13/2016 90%CONSTRUCTION JMG B.O.OF NEW RF SIGNAGE e NEW AC DISTRIBUTION 16'-6"AGL °-, PANEL B .NEW AC DISTRIBUTION PANEL 15'-O"AGL o„ NEW 2.0 RISER B.O.OF NEW NEMA-3R DISCONNECT SWITCH °-� (BY OWNER) 13'-0"AGL 7 NEW NEMA-3R GD- , DISCONNECT SWITCH NEW CLIMBING STEPS ,0,,1 NEW 2'0 RISER B.O.NEW METER SOCKET °-, (BY OWNER) 9'-0"AGL s o-, NEW METER SOCKET NEW 72'-0'UTILITY WOOD NEW CLIMBING STEPS POLE W/NEW EQUIPMENT ,o„ NEW 2"RIGID GALVANIZED PRELIMINARY D-, STEEL UTILITY DUCT NOT FOR NEW 1"SCH-80 PVC CONSTRUCTION o-, GROUNDING DUCT NEW 72'-0"UTILITY WOOD POLE W/NEW FINAL GRADE EQUIPMENT FINAL GRADE .- - --- __ _ 0'-O"AGL - -. .+ ' 0'-0'AGL " '��= V1111111 �I ^""-''�" L- ^ ^ r- �� y^I j'�j' R IS A VIOLATION OF UW FOR ANY PERSON, �I' 'I� -� I`��=1 �II'�II '�I1-I I-I �� 1=1'.- -� I ! I--�I I-� I� -III-I I�I UNLESS THEY ARE ACTING UNDER THE I � II I I I I-I II I-I I I I _l-7 I vI I t-1 I-I I��I AIPIIF: { -I I I=1 I I I I I I I-I 1 = DIRECTION , AAL E R THI PROFESSIONAL _ 111 1 X11I I r'� '^ 1�I - I 1�I F ENGINEER,TO ALTER THIS DOCUMENT. 11-11F-1IF=iI 1�11�1 I �1�1� "�FhTiifm I�Ib _ 11� 1 11 �-III--I- (IAIF= 1 111 IIS � �,I-NEW 518"0X8-0"�I I I 11=1 I I-1 I�1 �,�-� I J I I r; ICLAD STEEL 1E]1Ej1�1�11�' m ! 1 1�1�1 �11�11�1 11�I�I�IIb1�1� m11�11 - GROUND ROD I� �II-II-I I I III z i i �II�I�lII�III I� IbII �I�I��I� I'_ ij i i III�II_--- TIMI SITE ID: 4 1 I _ q1 -I� 1-� - I ! I I� 1 11-1 I I I�1 �I I �I - MAKE READY NOTES - 6° ,90RB00094pAR 974, HI =1 I-1�11 1�-�L I i - II—I-I I�1-I IEI-�1 I ��-. �I yl�j�'� I- -y �-y -I �--I F. I I I H 11-1 I I-I 111 I-I-I I 11 I -I 1 I-I 1 11- Fa 1�1 I SW 72ND AVE 8 SW UPPER BOONES FERRY RD TTTTTT { - 1-I 11-1 I ( 11-1 1777 �7-T1- L�1 I- -I- tj - 1. NEW EQUIPMENT TO BE PAINTED TO MATCH SURROUNDING AREA I ,�lll�ll�- 1 111=1 =1 11 I 1 1-111-11 11-III-11-111-1 1 1 III= -I - NEW STEEL UTILITY POLE NEW 1"SCH-80 PVC - NEW 1-1/4"SCH-80 = II - - - '- _ � T 2. FROM TIME TO TIME IT MAY BE NECESSARY TO MAKE MINOR ADJUSTMENTS TOGROUNDING DUCT 'I-PVC COAX DUCT - 1 ' ACCOMMODATE,LEVEL OR SPACE ANTENNA MOUNTS AND EQUIPMENT.EXAMPLE ADDING A 11IWASHER OR SHIM TO LEVEL OUT A BRACKET OR MOUNT TO MEET SPECIFICATIONS.HAVING =1J1�1 X11 11-11 1- 1 TO OFFSET OR SPACE A BRACKET OR MOUNT DUE TO FLANGES AND OR OTHER SMALL SHEET TITLE 3° 2, EQUIPMENT CHART -I �I I1=1I IJ I L�I L-III 1-1 PROTRUSIONS ON A POLE TOP ASSEMBLY.ANY MATERIALS,NUTS,BOLTS,SHIMS OR SPACERS WEST & EAST NEW 2"RIGID q 1,-, USED TO ACCOMMODATE ADJUSTMENTS TO ANTENNA MOUNTS AND EQUIPMENT MUST BE QUANTITY DESCRIPTION CABLE LENGTH DIMENSIONS(HxWxD) WEIGHT PERMANENTLY AFFIXED,BOLTED TO THE MOUNT,BRACKET OR POLE;AS NEVER TO BECOME GALVANIZED STEEL ELEVATIONS UTILITY DUCT 1 ALPHA WIRELESS AW3477-S OMNI-DIRECTIONAL ANTENNA TBD 29.5"X 4.5"0 8-8 LBS A FALL HAZARD.ALL MATERIALS NUTS,BOLTS,SHIMS OR SPACERS USED MINOR ADJUSTMENTS,MUST BE EITHER STAINLESS STEEL OR GALVANIZED; HALFF WASHERS ARE 1 AIRSPAN IR460 UE RELAY TBD 7"0 X 13" 8.8 LBS PROHIBITED. ANY MINOR ADJUSTMENTS TO ACCOMMODATE ANTENNA MOUNTS AND NEW 1'SCH-80 PVC 1 PCTEL 3971 D-DH-W GPS ANTENNA TBD 2.36"0 X 2.48' <.11 LBS EQUIPMENT SHOULD BE DONE IN A PROFESSIONAL MANOR WITH SAFETY AND AESTHETICS IN MOBILITIE,LLC DUCT 1 AIRSPAN AH 1000D REMOTE RADIO HEAD TBD 18.9"X 9.6"X 7.48" 34.14 LBS MIND.SHOULD YOU HAVE ANY QUESTIONS CONTACT YOUR ASSIGNED CONSTRUCTION SHEET NUMBER PROJECT MANAGER OR ENGINEER FOR GUIDANCE. NEW 2"0 RISER, 1 EATON COOPER B-LINE U114B METER SOCKET TBD 24"X 12'X 4.63" TBD 3, NEW SSM-1/2'SNAP-IN HANGER KIT SKU#439081,PART#WSH-U12,(18'FROM SOURCE THEN (BY OWNER) 1 RAYCAP RSTAC-3111-P120 AC DISTRIBUTION PANEL TBD 13"X 11.4"X 4.4" -5 LBS T-0"MAX.SPACING AFTER)FOR ALL LOOSE WIRES �_3 1 SIEMENS GNF321 R NEMA TYPE-3R DISCONNECT SWITCH TBD 8.25"X 7.68"X 3.125" 24 LBS 4. FOR ALL ELECTRICAL INFORMATION PLEASE REFERENCE E-1 SHEET 24'x%'SCALE 318-=V-0' 24x36'SCALE.318-=V- NEW EAST ELEVATION 11'y1TSCALE 31,6-=,-0' 7 . 2 EXISTING WEST ELEVATION 11't17'SCALE 3116'=1'-0' 2' 0. 2 7 MANUFACTURER:HUBBELL MANUFACTURER:HUBBELL MANUFACTURER: MANUFACTURER:i MANUFACTURER: 0 EQUIP.:C6CS012 EQUIP.:CSTK4 SIEMENS HUBBELL POWER SYSTEMS MODEL:GNF321R MODEL:C6CS024 4-5'0 ALPHA WIRELESS SIZE A:6 IN SIZE A:41/2 IN SIZE B:12'IN SIZE B:7-1/8 IN ?) TYPE-3R DISCONNECT (OR APPROVED EQUAL) 0 HEIGHT: 9.5 IN7 S m. (OR APPROVED EQUAL) HEIGHT:5.5 IN m ' ie WEIGHT:3.50 LBS SIZE C:7-3116 IN DIAMETER:4.5 IN 0 *ACCOMMODATES 5!8'MACHINE SIZE D:5.318 IN HEIGHT:9.91N DEPTH:6.5 1N WEIGHT:8.8 LBS intelligent infrastructure BOLT&1/2"LAG SCREW WEI5HT:.065 LBS WIDTH:8.81N WIDTH:5.51N MOUNT WEIGHT:1.1 U3 DEPTH:4.5 IN WEIGHT:5 LBS PLAN WEIGHT:24 LBS ISOMETRIC PART# 4 WAV T SLO7 SIEMENS Q QALPHA Q C6CSD72 � e.8" 4.s _ 4-WAY T-SLOT TOP W'I R E L E 5 5 END VIEW 5.5' B CAPTURES 1/2•BOLD HEADS 11/2- h D '�` PART# 314 ii MOBILITIE, LLC rA f CSTK4 FRONT SIDE c m v v 1/2.0 THROUGH WOOD HEX1D O FRONT SIDE BOLT UTILITY POLE SIDE FRONT PLAN BOTTOM HEX HEAD BOLT -- -- DRAWN BY J.M.G. RISER MOUNTING DETAIL SCALE 10 NEMA-3R DISCONNECT SWITCH SCALE 7 STAND-OFF MOUNT SCALE 4 OMNI-DIRECTIONAL ANTENNA SCALE 1 DATE 06/1312016 N T.S. N.T.S. N T.S. N.T.S. �+' MANUFACTURER:RAYCAP / MANUFACTURER:PCTEL 7.16" MANUFACTURER: REV DATE DESCRIPTION BY MODEL:RSTAC-3111-P-120 -�\ _ 2.4'0 MODEL:3971 D-DH-W ALPHA WIRELESS EXISTING UTILITY ��- A 06!1312016 90%CONSTRUCTION JMG POLE a HEIGHT:13.1 IN \ ✓ (ORHEI APPROVED EQUAL) m o MODEL:ROVED E PTM UAL o WIDTH:11.4 IN —// HEIGHT:2.48 IN ® (OR APPROVED EQUAL) DEPTH:4.41N DIAMETER:2.36 IN ® HEIGHT:21.5 IN NEW STAND OFF WEIGHT:8 LBS WEIGHT:0.11 LB WIDTH:3.15 IN PLAN PLAN PLAN DEPTH:7.16 IN BRACKET Ra ca PCTELW WEIGHT:1.1 LB CABLE RISER Fwfo �Gm ALPHA COVER //'^•�� WIRELESS SEE � ,�3.15'�I' ENLARGED — " 11.4' __ ;o AK71 FINISHED GRADE ��r. RADIUS 36'MIN. I 1=1' ELEVATION II I IIIIIIII� FRONT SCHED 40 PVC ELBOW FPRELIMINARY I IIDIIIIi IIIII= O 00000 � ELEVATION C� NOT FOR CONDUIT BOTTOM FRONT OPEN BOTTOM ATTACHMENT FRONT SIDE CONDUIT PER PLAN NOTE: CONSTRUCTION BRACKET SHOWN WITH THROUGH-BOLT CONFIGURATION. SCALE SCALE SCALE SCALE-] CALE A RISER DETAIL N.T.S. 11 AC DISTRIBUTION PANEL N.T.S. 8 GPS ANTENNA N.TS 5 POLE-TOP MOUNT N.T.S. ` �— MANUFACTURER:EATON 1p MANUFACTURER: MANUFACTURER:AIRSPAN IT IS A VIOLATION OF LAW FOR ANY PERSON, MODEL:ROVED MODEL: MODEL ROV UNLESS THEY ARE ACTING UNDER THE (OR APPROVED EQUAL) � MODEL:AH 1000D (OR APPROVED EQUAL) DIRECTKIN OF A LICENSED PROFESSIONAL HEIGHT:24 IN (OR APPROVED EQUAL) 7" HEIGHT:13 IN ENGINEER•TO ALTER THIS DOCUMENT. WIDTH:12 IN HEIGHT:18.9 IN DIAMETER:7 INO DEPTH:4.63 IN WIDTH:9.61N DEPTH:71N PLAN WEIGHT:21 LBS Li4j DEPTH:7.48 IN f WEIGHT:8.8 LBS WEIGHT:34.14 LBS SITE ID: MOUNT WEIGHT:2.04 LBS ou �� ' 90R6000940A 16101-16765 72ND AVE.TIGARD,OR 97224, // SW 72ND AVE 6 SW UPPER BOONES FERRY RD. z 4.63- PLAN �(/ \�Ak TOP FRONT NEW STEEL UTILITY POLE AC/DC CONVERTER 1 NEW GPS PER • SHEET TITLE MANUFACTURER'S APPR'�+I • SPECS DETAILS o DETAILS • in O Zv O SAM d 0 16 SHEET NUMBER ISOMENTRIC VIEW TOP FRONT SIDE ELEVATION SIDE BACK FRONT SIDE D-7 SCALE SCALE SCALE SCALE NOT USED N.T.S. 12 METER SOCKET NTS 9 REMOTE RADIO HEAD NTS G UE RELAY NTs 3 95 'Fffie intelligent infrastructure intelligent infrastructure In case of emergency contact: EMAIL: NOC@MOBILITIE.COM PHONE: (877) 244-7889 SITE ID: 90RB000940A MOBILITIE, LLC OWNER I OPERATOR NOTE: SITE ID LABEL TO BE AFFIXED WITH TZeS241 LABELING TAPE OR EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST 18mm WIDTH WITH EXTRA-STRENGTH ADHESIVE.USE ANY COMPATIBLE P-TOUCH LABEL MAKER_ TEXT SHOULD BE PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2 DRAWN BY. J.M.G. SCALE SCALE SCALE SCALE NOT USED NTS 10 NOT USED NTS 7 NOT USED NTS EMERGENCY CONTACT SIGN NTS DATE 06/13!2016 REV DATE DESCRIPTION BY • A 06/13/2016 90%CONSTRUCTION JMG Stay Back Radio-frequency energy may exceed exposure limits. Ifquestions,contact facility owner. 0 J. ANTENNA SIGNAGE: ON WOOD POLES-SIGN ON ALUMINUM WITH SS SCREW TO THE POLE ON METAL POLES-ADHESIVE VINYL OR PLACARD STRAPPED WITH SS TIES ON CONCRETE/COMPOSITE-PLACARD STRAPPED WITH SS TIES PRELIMINARY SIGN PLACEMENT: NOT FOR AFFIX TO THE STRUCTURE 3-4'BELOW THE COMMERCIAL RF ANTENNA(S) CONSTRUCTION SIZE APPROX.8'x 5.5' NOT USED SCALE 11 NOT USED SCALE 8 NOT USED SCALE 5 ANTENNA SIGNAGE SALE 2 N.T.S. N.T_S. N.T.S. N.T.S. IT 15 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SITE ID: 9ORB000940A 16107-16165 72ND AVE.TIGARD,OR 97224, SW 72ND AVE 8 SW.UPPER BOONES FERRY RD. NEW STEEL UTILITY POLE SHEET TITLE DETAILS SHEET NUMBER D-2 SCALE 12 NOT USED SCALE 9 NOT USED SCALE 6 NOT USED NCTSE 3 NOT USED N. N.T.S. N.T.S. i a GROUND GL t 1 a POWER ETHERNET RF CABLE - Iff 0 W intelligent infrastructure OMNI-DIRECTIONAL ANTENNA 'r✓ J/ �/ �f/ EXISTING DRIVEWAY, TYP (n 1 - v EXISTING UTILITY POLE, EXISTING CURB,TYP ` Q 1 PROPOSED POWER P.O.C.NEW OVERHEAD 1 UE RELAY EXISTING GUTTER,TYP N I POWER RUN#1t60'-0" GPS ANTENNA RF FILTER 0 CIO 1 9 0 9 (WHEN APPLICABLE) i D MOBILITIE, LLC mQ EXISTING LANDSCAPE, r-- — TVP- 1 Q o g - I � a 1 DRAWN BY J.M.G. I N ) 1 I EXISTING OVERHEAD OKIA RADIO HEAD AC PANEL DATE: 06!13/2016 I � � POWER DISTRIBUTION,TYP_ I I 4 Q NEW 7T-0'UTILITY WOOD f 9 REV DATE DESCRIPTION BY is NOKIA RADIO HEAD POLE W/NEW EQUIPMENT �/ ad I EXISTING FIRE `✓ '�.' HYDRANT,TYP. A 06/13/2016 90%CONSTRUCTION JMIP G NEW NEMA-3R DISCONNECT SWITCH 1 1 W W 1 1 EXISTING UTILITY 1 NEW AC DISTRIBUTION MANHOLE,TYP. PANEL \ I o Y�Q 6 AWG SUPPLEMENTAL NEW METER SOCKET -� v v� GROUND RISER WIRING DIAGRAM SCALE 4 UTILITY PLAN 21k3fi'SCA Eil4' -0' N.T.S. 11Y1r SCALE.116'=1'-0' 4 3' 2 r IT 4' FROM(E)U/G SERVICE POLE INFORMATION T.O.NEW OMNI-DIRECTIONAL ANTENNA (TO BE DETERMINED BY UTILITY CO.) 75'-2"AGL SITE NAME: 90RS000940A NEW ANTENNA MOUNT INSTALLATION TYPE: ATTACHED TO NEW RAD CENTER OF NEW OMNI DIRECTIONAL ANTENNA DC CABLES(REFER TO �3'-1T'AUL POLE HEIGHT: 72'-0" EQUIPMENT SPECS FOR LT.O. NEW UTILITY W00 A7/LONG: 45.403059,-122.749212 DETAILS) -0 AGL (N)2"C(PVC)CABLES PRELIMINARY BY UTILITY CO. NOT FOR PROPOSED ATTACHMENT HEIGHT: TBD NEW PVC COAX DUCT COAX DUCT -- -- INSTALLATION TYPE: UTILITY WOOD POLE CONSTRUCTION I I NEW PULLBOX - I DISCONNECT SWITCH RECORD POLE OWNER: TBD 1 240V.2PI60A NEMA RECORD POLE ID NUMBER: NEW METER 120124OV,10,3W, 4X,MOUNTED INSIDE RECORD POLE DIAMETER: TBD 100A,42 KAIC(MAINTAIN 3 FT I I (N)PULLBOX CLEARANCE IN FRONT I DESCRIBE AC POC ON EXISTING POLE: TBD POWER PROVIDER: TBD IT IS AV OLATION OF LAW FOR ANY PERSON, LENGTH OF PROPOSED POWER POC TBD NEW CAT-Se UNLESS THEY ARE ACTING UNDER THE (N)1-1/4"C(PVC/IMC)-3#3+1#8 ETHERNET LINKDIRECTION OF A LICENSED PROFESSIONAL GND APPROX 20FT. REQUIRED TO BRING POWER POC TO T.O.NEW UE RELAY ENGINEER,70 ALTER THIS DOCUMENT SITE: TBD NEW CABLES-3/C#12 23'-0"AGL LAT/LONG OF POWER POC: 45.403059,-122.749212 (SUN LIGHT RESISTANCE) B.O.NEW REMOTE RADIO HEAD NEW AC DISTRIBUTION MAIN CB VISABLE WIRED BACKHAUL OPTION: FIBER DISTRIBUTION BOX/ETC. NEW 1"SCH-80 PVC 19'-6"AGL SITE ID: PANEL MOUNTED ON 2P/60A (E)LIGHT POLE) MOBILITIE,LLC DUCT 90RB000940A SPECIAL SITE NOTES: XXXXXXX NEW 2"0 RISER B.O.NEW AC DISTRIBUTION PANEL 16101-1616572NOAVE.TIGARD,OR 97224, LOAD CENTER (BY OWNER) 15'-0"AGL SW.72ND AVE 8 SW.UPPER BOONES FERRY RD 120/24OV,10,3W, VOLTAGE:120/24OV,1 PHASE,3W,100A,1OKAIC LOCATION:MOUNTED ON LIGHT POLE B.O.OF NEW NEMA-3R DISCONNECT SWITCH SPLIT PHASE SURGE 60A MAIN CB:2P/60A BUS:100A NEMA 3R NEW 2"0 RISER 13'-O"AGL NEW STEEL UTILITY POLE PROTECTION ii PANEL"A" - (BY OWNER) VOLT AMPS DESCRIPTION POLE BKR CKT CKT BKR POLE DESCRIPTION VOLT AMPS PHASE PHASE PHASE PHASE NEW 1-1 14"C(IMC)343+ B.D.NEW METER SOCKET CABLE-3/C#12(SUN LIGHT A B A B B A 1-#8 GND ATTACHED TO 9'-0"AGL SHEET TITLE RESISTANCE) 1200 - RECTIFIER 1 1 15 1 2 60 2 MAIN CB - _ (N)UTILITY POLE NEW 72'-0"UTILITY - 1200 (FUTURE) 1 15 34 - - - - - NEW 2"0 GALVANIZED STEEL WOOD POLE W/NEW ELECTRICAL PLAN RISER DUCT FROM POWER EQUIPMENT - - SPARE 1 15 5 6 20 1 G.F.I. 360 - P.O.C.TO METER SOCKET 1200 1200 VALINE 360 - FINAL GRADE REMOTE PHASE A=1,560 PHASE A=1,200 mffi rL 0'-0"AGL SHEET NUMBER RADIO HEAD (RRH) CONNECTED LOAD=2,760 VA(RRH)NOTE' FUTUREDESIGN AMP. =11.5A RECTIFIER IS FURNISHED AND INSTALLED INSIDE RRH UNIT. NOTE RECTIFIER(ACIDC CONVERTER)IS FURNISHED AND INSTALLED INSIDE REMOTE RADIO HEAD(RRH) ONE-LINE DIAGRAM 24.16'SCALE NTS 5 POLE INFORMATION / NEW PANEL SCHEDULE 24136'5°ALE NTS 3 UTILITY ELEVATION IJ'tM:SCAALLE 307=T-0 ® 2 11'.17 SCALE.NTS t t'.17'SCALE NTS NOTE: ALL GROUND CONDUCTORS TO BE#6 THHN/THWN GREEN STRANDED COPPER UNLESS OTHERWISE NEW OMNI-DIRECTIONAL ANTENNA NOTED REQUIRED BY EQUIPMENT' MANUFACC TURER. intelligent infrastructure NEW#6 THHN GREEN STRANDED T.O.NEW OMNI-DIRECTIONAL ANTENNA GROUND 75'-2'AGL NEW OMNI-DIRECTIONAL MECHANICAL CONNECTION,TYP. ANTENNA _ RAD CENTER OF NEW OMNI DIRECTIONAL ANTENNA 73'-11"AGL NEW ANTENNA MOUNT T.O. NEW UTILITY WOOD POLE NEW REMOTE RADIO HEAD NEW H-TAP CONNECTION,TYP 72'-0"AGL c NEW UE RELAY Tj MOBILITIE, LLC NEW 1-114"SCH-80 PVC COAX DUCT NEW AWG#6 THHN GREEN STRANDED GROUND --- NEW 1"C(PVC)W/(1)AWG(2) I THHN GREEN STRANDED GROUND NEW AWG p2 ---- DRAWN BY: J-M.G. n NEW UE RELAY C DATE: 06113/2016 { NEW CAT-5e 1 ETHERNET LINK NEW AC DISTRIBUTION PANEL - _VIi REV DATE DESCRIPTION BY NEW GPS ANTENNA c T.O.NEWUE RELAY A 06/13/2016 90%CONSTRUCTION JMG 23'-0"AGL NEW REMOTE RADIO NEW 1"C(PVC)W/(i)AWG(2) HEAD AWG#6 GROUND CONDUCTOR NEW NEMA-3R DISCONNECT THHN GREEN STRANDED H-TAP CONNECTION SWITCH GROUND NEW STAND-OFF MOUNT B.O.NEW REMOTE RADIO HEAD 19'-6 A " GL NEW AWG#2 NEW EXOTHERMIC WELD NEW 1"SCH-80 PVC CONNECTION TO NEW GROUND MOBILITIE,LLC DUCT AWG#2 GROUNDED CONDUCTOR ROD NEW RF SIGNAGE B.O.OF NEW RF SIGNAGE NEW METER SOCKE I O 18'x"AGL --- NEW AC DISTRIBUTION _ I I, NEW AWG#2 TO NEW PANEL B.O.NEW AC DISTRIBUTION PANEL UTILITY WOOD POLE 15'-O"AGL GROUND NEW 2"0 RISER (BY OWNER) B.O.OF NEW NEMA-3R DISCONNECT SWITCH 13'-0"AGL NEW 5/8"0 x 8'-O"COPPER-CLAD NEW NEMA-3R �L STEEL GROUND ROD DISCONNECT SWITCHzzz = PRELIMINARY NEW 2"0 RISER (BV OWNER) GROUNDING SCHEMATIC NOT FOR 24'x.'SCALE.N75 B.O.NEW METER SOCKET 1nlrscALE:NTs CONSTRUCTION NEW METER SOCKET 9'-0'AGL NEW CLIMBING STEPS NEW 2"RIGID GALVANIZED 1'PE TA TYPE GR R IS A VIOLATION OF LAW FOR ANY PERSON, STEEL UTILITY DUCT TYPE VB UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. NEW 1"C(PVC)W(2)AWG#2 THHN NEW 72'-0-UTILITY GREEN STRANDED GROUND WOOD POLE W/NEW � EQUIPMENT SITE ID: NEW AWG#2 FINAL GRADE lk YPL NC ooe� 90RB000940A "AGL 16101-16165 72ND AVE.TIGARD,OR 97224, SW.72ND AVE d SW.UPPER BOONES FERRY RD. BOND NEW GROUND ,� +Ih�I Iwillill l0m= CONDUCTOR TO GROUND lll�Ltll1=1 NEW STEEL UTILITY POLE ROD WITH EXOTHERMIC — 111WELD DRIVE MIN 30"BELOW 9 1 I=I WOOD POLE GROUND GRADE OR 6 BELOW 1 FROST LINE _ 4 G#2 TONEW UTILITY YPE HA SHEET TITLE I�I I�I I�I I 111� '_J i III I III I Ill= I u - GROUNDING PLAN 21'x%'SCALE'.NTS NEW 5!8"0X8' TYPICAL CADWELD TYPES 11,,1r5DALE.NTS 2 COPPER-CLAD STEEL �1 1=1 'J 1 I I I(� —1 11=I I r- GROUND ROD 1 �I I I—I I 1 I I I —�III=III– 1. GROUND BONDS ALL BONDS ARE TO BE MADE WITH#6 AWG STRANDED COPPER IN GREEN INSULATION. ATT-TP-76416 7,6.7) -15 =IIK i = I I�II�I�II�I�I IJ —II�II� =1 I�I 11=1 11=1 11=1 11=, 1 I I I I I I I I I i—III—I I H 11= ill=111=11�iT1—�1L it� Jl ISL[=11I-1 I1-1 2. EXTERIOR UNIT BONDS:ALL METALLIC OBJECTS SHALL BE BONDED TO THE GROUND ROD.(ATT-TP-76416 7,12.6) SHEET NUMBER I_I I—III—III—III—I I L! 3. GROUND ROD:UL LISTED COPPER CLAD STEEL GROUND ROD WITH MINIMUM DIAMETER OF 5/8"AND MINIMUM LENGTH OF 8 FEET.ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION SLEEVES.GROUND RODS SHALL BE DRIVEN TO A MINIMUM DEPTH OF 30"BELOW GRADE OR 6 INCHES BELOW FROST LINE. (ATT-TP-76416 1.4/2.2,3,10) 24'x3fi'SCALE— GROUNDING SCHEMATIC 11".1rSCALE 0/16--1-T 2 2 4 GROUNDING NOTES 3 1112014 Sign Charts Sheet 13 of 14-Temporary Traffic Control Signs This chart wntains commonly ural We*2009 MUTCD sign,ad a not meant Wpe used ae a wmprahenaive sign than ora stand-abne aign design tool.Otherwise,federal 2009 MUTCD sign designatbns am sham(fomsdy MP as sign codes). ' tmw sTAr >� M lBfiME TSN Eaal.7w � AHEDAPDO �� n/� � Ointelligent infrastructure ,VL'1LII" HILLee �� 7 STOP � ® e 8JQBUS D9-2 R4-5 113-7L 114$ R1-1 R3-7R R4-7 FTP-25 WS-2a W6-3 W7-1 W7la W7 lb MOT-1 113-611 MOT-2 W3-1W6-1 W6-2 MEAD W3-ia ® FE IEP FS1 O RUNAWAY C� 8 � � � RO M a 9 — F;—� TRUCK RAMP i> t LANERLANEMERGER3$L R3$R R4-7aL R4-7sR FTP-29 G20-1 G20-2 G2G-2a G20-4 W7-2 W7-2a W7-2b W7-3a W7-3 W7-3b ENDSENDSLEFTR3-9a MOT-3 R12 W7d WB-9a W8-10 W9-1L W9-111 W9 2L ® ® i5 75 75 441 0 MOBILITIE, LLC NEEP Fal 0 M2-1 tNE aq �0 a M1-1 M1-1 M1-7 M1-3 Mid ® MERGE O O O 'EpT uEAG 114-8 M3-1 RIGHT > <;> <e> < > < > R3-9b R4-7bL R4-7bR Nab er 11310 L2LC R2LC 1013-2 W9-2R W11-3 W11d W11-5 W11-6 W11 7 W11-8 W20lbW20-1c W20-1d _ rT1O- _ RUNAWAY r4;-51 I oar 1 � ao.a TRUCK RAMP ®M3-3 5045 ° 1390 �m: LA"E 4RIDER °°" "°" BUMP DIP earl BIDS CK:) R2-2 R2-3 DRAWN 8Y: J.M.G.aEsr R5-1112-1 F224 R2-5A R2-5B ara R3-13 M34 R2-4A 113-11 FG3-12 ...a �/ ow W20-1e W20-11 W74a W7-5 WB-1 W8-2 W8-3 Wg_� W10-1 W10-2L DATE 06/13!2016 113-14 WRONG � a mE � � rr Q 4 M�5 REV DATE DESCRIPTION BV temaauwM4-1011 M41a ® ENG N7EADOO 115-1a RS-2 115-3 = 1 115-6ins ® DE1OUR 20NE ® Jl-]�7 (3fj6y�$� 3rJ 30 A 06/13/2016 90%CONSTRUCTION JMG R5d 115-5 115-t0a ® O M4-8 M4-8a M4-9L R2-5C R3-1 �/ Wi3-1 M4-11 OL $ W102RW10-31- W10-3R W104L W11-9 W11-10 W12-1 W12-2 W13-2 W13-3 Ej - O j j ® ® OOOOMS-2 Q "O � � LANE � DETOUR DETOUR DEFOUR DETOUR DETOUR GOpT � 1RUGNLODSE`✓ N0.N5 OILYAHEAD1500 FTGRAVEL R3-2 M4-9R ED M6-' ER3-3 Rad R3-51- R3-5R R3$1- 113-15 R3-16 R3-17 W8-5 W8-6 W8-7 W8-8 W20-2a W20-2b W20-2c W20.2d W20-2e W8-4 PASS R� ® ONE ONE 'r' 2 R7 R7 0 lDa O O NOT MTN nMrc a• Q R® WAY w�AY 116-3 117-1 117-2a 1174 117$ R10❑1 RtO L O O ENDD <;> <;> <9> PASS CARE ma o o a a o R5-10b �`-10c R6-2L R6-2R � � $ G 114-1 1142 114-3 Rod 116-1R 0 W8-9 W10AR W11A-2 W11A-4 W11A-7 W1^-+. W11-2 W14-1 W14-1P R6-3a R7-2 R7-3 R7-5 R7-7 R104 R104aR W11A-9 ® MO STOP <g> ROAD PRELIMINARY ® = 117-200 pAgIG �w STOP SLOP ND MD aTR POdSIMG CLOSEO �pyn <q> < > > 117$ 117-90 R104bL R7-201 ""��^ awrow REO SE NOT FOR ❑ R7-107a R8-1 aa, R10-6aL R10$aR /l W14-2P A ® ® R7-201a R10-5 R10-6L R10-6R W1-2R W1-3L W14-2 W14-3 W144 R7-9 117-107 R104bR M ® R7-202 W15-1 W20-1a W20-3 W20d W20 SC 117-108 CONSTRUCTION 00R8-3 �� o o ® ® R� NGG > > < > < > < >< < > YIELDpN001O W1-3R WIAL MAR W1-51- - - W41L W4111 W3-2 � W3-g rE�E1 W211 W21-11 W214 W21-5 W21$ RISAVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE W3-2a W2G-7a DIRECTION OF A LICENSED PROFESSIONAL ® aiaoac, NO NO eara� wNGr 1eapR D01gT ® 21 IM No 10'EP euersa TURN OFF W20-7N ENGINEER,TO ALTER THIS DOCUMENTn3E pGlgNO7ulr [jF] B� .� IIAriirxoN NDa� R8-3a R8-3aP R84 R8-5 R86 R8-7 R8-8 R8-9 R10-7 R10$ � la R10-11b R11-1 W22-2 W22-3 R10-10L RIO-10R R10-11a W22-1 SITE ID: ROAD R0"°aOSm ® � ® © a 90R6000940A r1 r1 r1 NEW STEEL UTILITY POLE 16101-16165 72ND AVE.TIGARD,OR 97224, J I i L SW.72ND AVE d SW.UPPER BOONES FERRY RD. 9rInNEAn L,uI lug CLOSED wi wcav W1W1 W1-7 W11-81- W1$R 1111-2 1111-3a 0 W1-5R W2-1 W2-21- W2-211 ROAD eW5-2 R9�3b1 ® R9-31R a SHEET TITLE <> <> < S R9-1 R9-2 R9-3 R9-3a R9dW4-21 W4-2r W4-3L W4-311 W5-, O D 0 ® TRAFFPCLCANNTROL R9-4a R9-5 119-7 R9$R141 R10-2 11143 111428 0 ;IGE ROAoroiosEo "�;" SHEET NUMBER 1110-3aL 1-3b R1rorTNROTRAFFIC afar war 1111-3b R11d AA wr T� 1 1112-5 W1-11- Wi-111 W1-2L W2-3L W2-311 W24 W2-5 SIGN LEGEND 1 LANE CLOSURE WITH PORTABLE TRAFFIC SIGNALS USE THIS DETAIL FOR A LANE CLOSURE ON A TWO-LANE,TWO WAY ROAD USING PORTABLE TRAFFIC'ftie SIGNALS.THE DISTANCE BETWEEN STOP BARS SHOULD BE LESS THAN 1,000 FEET.TRAFFIC VOLUMES intelligent infrastructure SHOULD BE LESS THAN 3500 ADT. PLACE ONE DUAL-DEAD UNTIL EACH DIRECTION WITH THE OVERHEAD SIGNAL HEAD BETWEEN THE CENTER OF THE APPROACH LANE AND CENTERLINE,AND THE POLE MOUNTED SIGNAL HEAD ON THE SHOULDER. 1. PROVIDE LINE OF SIGN AT ALL TIMES BETWEEN STOP BARS. 1 t 2. THE SIGNAL TIMING PARAMETERS ON WHICH SIGNAL WILL BE BASED SHALL BE PROVIDED BY THE TRAFFIC ENGINEER STAFF OF THE ROAD JURISDICTION.THE PARAMETERS SHALL NOT BE RoEn wOrEE CHANGED WITHOUT APPROVAL.THE RED LIGHT TIME SHALL ALLOW SUFFICIENT TIME FOR ALL AIEAO VEHICLES TO CLEAR THE WORK SPACE COMPLETELY BEFORE OPPOSING TRAFFIC IS RELEASED. CONSIDER BICYCLE OR PEDESTRIAN TRAFFIC WHEN RELEVANT. 3. PLACE ENOUGH WARNING SIGNS TO PROVIDE ADEQUATE WARNING FOR TRAFFIC APPROACHING MOBI LITI E, LLC THE END OF THE TRAFFIC QUEUE.IF MAY BE NECESSARY TO ADD A SECOND SET OR SIGNS OR ROAD ADJUST THE PLACEMENT DURING THE DAY.THERE SHALL BE A SIGNAL AHEAD WARNING SIGN AT AIfID DISTANCE A FROM THE STOP BAR. m 4. A TEMPORARY STOP BAR IS REQUIRED FOR WORK THAT WILL BE IN PLACE FOR MORE THAN ONE HOUR. S. THE CLOSEST EDGE OF THE SIGNAL AHEAD ON THE POLE AND/OR TRAILER SHALL BE AT LEAST TWO FEET BACK FROM THE EDGE OF TRAVEL LANE. TEMPORARY 12 IN WITH DRAWN BY: J.M.G. a 6. THE BOTTOM OF THE POLE-MOUNTED SIGNAL AHEAD SHALL BE EIGHT TO 19 FEET ABOVE THE STOP "STOP"LINE ROAD SURFACE OR SIDEWALK.THE BOTTOM OF THE OVERHEAD SIGNAL HEAD SHALL BE 17 TO 19 HERE ON DATE: 06/13/2016 FEET ABOVE THE ROAD SURFACE. RED 7. DIRECT EACH HEAD FOR MAXIMUM VISIBILITY OF THE LENS TO VEHICLES APPROACHING AT 550 REV DATE DESCRIPTION BY FEET IN RURAL AREAS TO A MINIMUM OF 200 FEET ON LOW SPEED URBAN STREETS. A 06/1312016 90%CONSTRUCTION JMG 8. ON STATE HIGHWAYS,APPROVAL FROM THE STATE TRAFFIC ENGINEER IS REQUIRED BEFORE THE REQUIRED PERMIT IS ISSUED FOR PORTABLE TRAFFIC CONTROL SIGNALS.ALSO FOR STATE 8 HIGHWAY,EQUIPMENT SHALL BE LISTED ON THE ODOT ALSO FOR STATE HIGHWAYS,EQUIPMENT SHALL BE LISTED ON THE ODOT QUALIFIED PRODUCTS LIST(QPL).ON LOCAL ROADS,CHECK WITH 9+ LOCAL JURISDICTION FOR SIGNAL APPROVAL AND APPROVED EQUIPMENT LISTS. ^ GENERAL NOTES 12 CJJ PRELIMINARY O NOT FOR b CONSTRUCTION SIGN SPACING AND BUFFER LENGHTS(FEET) STOP HERE ON POSTED SPACING BETWEEN SIGNS BUFFER TEMPORARY 12 IN WITH RED Ae SPEED A B C SPACE "STOP'LINE 20 50 < IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE 25 100 100 100 75 DIRECTION OF A LICENSED PROFESSIONAL 30 100 ENGINEER,TO ALTER THIS DOCUMENT. 35 125 350 350 350 40 150 m as 160 SITE ID: 50 500 500 500 210 °NROADAD 90RB000940A 6101-16165 72ND AVE 97224, 55 250 SW'72ND AVE&SW UPPER IROONESF FERRY RD. NEW STEEL UTILITY POLE 1 t ROAD AHEAD SHEET TITLE TRAFFIC CONTROL PLAN SHEET NUMBER TC-2 TRAFFIC CONTROL PLAN z -SCALE NTS 1 +•y1]•SCALE NTS