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PFI2020-00218 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT ` t . COMMUNITY DEVELOPMENT Permit#: PFI2020-00218 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/16/2020 TIGARD Parcel: SEG406 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: New Cingular Wireless PFI Project Description: 10031 SW Cascade, Small Cell installation of existing utility pole. Class of Work: FEES Type 4-Small Cell Wireless Facility Description Date Amount PFI Permit Fee 07/16/2020 $300.00 Additional Plan Review(minimum charge 07/16/2020 $202.50 Owner: 1/2 hour) Total $502.50 PHONE: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of Tigard website at www.tigardor.gov to schedule inspections online. Contractor: PHONE: Applicant: MEREDITH HEWETT 16331 NE 72ND WAY REDMOND, WA 98052 PHONE: Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: ,Cee c- l_( Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12020-00218 TYPO: Condition Name: Status: Severity: PFI_Small Cell 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Small Cell 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Small Cell 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Small Cell 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs,pavement markings, mailboxes,etc.shall be reinstalled or replaced,with like kind of material.Obtain City approval of restoration work. PFI_Small Cell 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept.of Transportation, FHWA,current edition,American Traffic Safety Services Association [ATSSA],and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Small Cell 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area.Traffic control devices,flag persons,etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Small Cell 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic,at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept.,Tualatin Fire&Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI_Small Cell 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.)before initiation of construction work. PFI_Small Cell 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service.Obtain City approval of any access closures. PFI_Small Cell 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Small Cell 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Small Cell 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Small Cell 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Small Cell 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080.Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Small Cell 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Small Cell 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Small Cell 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads,ditches,etc.)as may be necessary,as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Small Cell 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector,<Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Small Cell 20-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection,and after completing work covered by the permit. PFI_Small Cell 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance,and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms,conditions and provisions and to the City approved permit plans,and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Small Cell 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports,on a weekly basis,to the City's Inspector. PFI_Small Cell 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners,and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Small Cell 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may,at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Small Cell 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing,of any/all assignment changes. PFI_Small Cell 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements,shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Small Cell 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Small Cell 28-AS-BUILT DRAWING Applied Notice One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and,also, any improvement which may impact an existing public system or facility,shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI_Small Cell 31 -OTHER Applied Notice Other PH12ozo - o021B SINFRASTRUCTURE 06/23/2020 City of Tigard Engineering Department Attn:ROW Permits 1120 SW 5th Ave#100 Tigard,OR 97223 VIA EMAIL-ROWPermits@tigard-or.gov RE: Request to Construct Small Wireless Facility on Existing Structure Subject to 60-day Federal Communications Commission("FCC")Shot Clock Dear Engineering Department: On behalf of New Cingular Wireless PCS, LLC("AT&T") we are pleased to submit this request to construct a small wireless facility on an existing structure within the public right-of-way. This facility will enhance the capacity of AT&T's existing wireless network and provide critical service improvements to the surrounding area. Project Description This request includes a facility that meets the definition of"small wireless facilities"pursuant to 47 C.F.R.§1.6002(1), constructed on an existing structure in the public right-of-way,without requiring structure replacement. AT&T ID Owner/Pole Type Location Proposed Height TGARD_00/ Portland General Electric-owned SW Cascade Ave&SW Scholls Ferry 37'-2" FA wood utility pole Rd.,45.449333.-122.785474 14810886 Pole#C1135B-14133 S INFRASTRUCTURE List of Permits/Agreements Requested AT&T has already entered into a Right of Way License with the City of Tigard.AT&T requests approval of the following permits and agreements, as well as any other authorizations necessary, for its proposed small wireless facility/facilities • Public Facilities Improvement(PFI)Permit • Related Permits/Approvals: o Right of Way License No.UTL2019-00002, passed April 30`",2019 FCC Shot Clock for Small Wireless Facilities We would also like to confirm the City of Tigard will review AT&T's application pursuant to the FCC's new timelines, or "Shot Clocks," for small wireless facilities, which are outlined 47 C.F.R. § 1.6003. All authorizations related to facilities to be collocated on existing structures are required to be completed within 60 days after filing,as follows: • This Application was filed on 06/22/2020. • Absent tolling,the City of Tigard must take final action by Monday,August 3rd,2020. If you determine one or more of these applications are incomplete,please notify us by Friday,July 3rd,2020. Under 47 C.F.R.§1.6003,the"Shot Clock"for incomplete applications resets if notice of incompleteness is provided to the applicant within ten days of submittal. If an application is deemed incomplete a second time, the shot clock does not reset;instead,it is tolled,and then after resubmittal,it continues to run until a decision is made. Our goal is to work with you to obtain approval of these permits without delay. We will respond promptly to any requests for information you may have for our application. Please let us know how we can work with you to make the approval process easier for you. We look forward to working with you on this important project, which will significantly improve wireless communication services in your community. Should you have any questions or require additional information,please do not hesitate to contact me at the address below. Sincerely, Meredith Hewett mhewett@j5ip.com 6732 SW Terri Ct.,Portland,OR 97225 503-312-3400 Enclosures: Public Facilities Improvement(PFI)Permit Attachments: Construction Drawings, Photo sim, RFSSR,SA,pole owner No Make Ready/Permission,TCP cc:Wendy Long, Mike Slotemaker Tigard City Hall Attn: ROW Permits 13125 SW Hall Blvd, Tigard, OR 97223 VIA EMAIL AND FEDERAL EXPRESS: ROWPermits@tigard-or.gov RE: AT&T—Small Wireless Facilities in Tigard,OR Letter of Authorization—Meredith Hewett,15 Infrastructure Partners, LLC To the City of Tigard: Please accept this letter as authorization for Meredith Hewett and 15 Infrastructure Partners to represent and serve as the contact for New Cingular Wireless PCS, LLC(AT&T)regarding small wireless facilities and any associated franchise agreements or master attachment agreements related to AT&T deployments in the City of Tigard. If you have any questions, please contact me at (425) 214-2186. Sincerely, Kristy Weaver Area Manager, C&E cRAN—PNW Market AT&T Mobility PNW III City of Tigard PFI#: PFI2020-00218 ENGINEERING DEPARTMENT r1GARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION CRAN RWOR TGARD 002 TYPE OF WORK Project name: — — — ❑ TYPE 1-Franchise Utility Work Brief description of project: Small cell installation on existing performed by NWN,PGE, or utility agency utility pole. 0 TYPE 2-ROW Sidewalk/Driveway/Sewer S EG 406 Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and 10031 SW Cascade Ave main line tap Location (address if available): ❑ TYPE 3-Full Scale Development Work Tigard, OR 97223 performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: New Cingular Wireless PCS, LLC • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 16331 NE 72nd Way water service area City/State: Redmond, WA zip: 98052 El TYPE 4-Small Cell Technolo ❑ TYPE 5-Tigard Triangle Phone: Email: Phone: NOTE: Type 1 and 2 applications may be Contact name: Meredith Hewett emailedtocowpermitsaitieard-or.gov. Phone: 503-312-3400 Email: mhewett@j5ip.com CONTRACTOR INFORMATION ❑ Same as applicant Name: CCB Number: Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: TeleMtn Engineering, LLC Mailing address: 104 Broadway Suite 600 City/State: Denver, CO Zip: 80203 Phone: 303-596-6804 Email: Kscott@telemtn.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ $15,000 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes i=ri No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page I of 4 APPLICANTS NOTE: Person specified as"Applicant" shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,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 must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I,the applicant, certify that: • To the best of my knowledge, all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. 711'141- Meredith T. M. Hewett 05/11/2020 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFFF USE ONLY Case No: PFI2O2O'00218 Permit fee: �2- , Received by: MB Date: O Approved by: Q dt1 Date: \ frO Notified by: I Date: It 1,0 1 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PH Permit Fee.See below for calculations. Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7% (less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? l Yes 0 No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): ®Small Cell ❑Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site ddress application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following items. The plans must that include: ®Public Right-of-Way 0 Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading O Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ 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.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report O Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design O Water Provider Approval City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-ozgov • 503-718-2421 • Page 3 of 4 9 Ztl ' 1 ' Edge of Pavement Ditch —� Streetlight •-•-•-•-•-•-t-•— ® ate. (1.M7 0 '+0'1 T"fro p oTeirSelw'e rT'n e" I I v, n 1 w. 1 Existing ,� >r Driveway Existing House • iop x 1 I oi 3i _ I %-1 •• rI I 1 o A I Existing Shop • Jy L C Powerpole I I o . o I `Ii. • I' — — 95' 1 i l • � lq QI Fire Hydrant(FH) 1 I Scale: t"=30' 1 I 1 i I j i TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) North arrow Property lines&dimensions Existing utilities locations (sewer,storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility& street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 4 of 4 SITE PHOTO PREPARED FOR SITE NAME: CRAN_RWOR_TGARD002H POLE# : C 1 135B- 14133 AT&T $' SCIP ID#: 16448-002H 19801 SW 72ND AVE. TUALATN OR97062 SITE TYPE: WOOD LIGHT POLE Vendor: ' WI t1151. 1' � AT&T SITE ADDRESS: 10031 SW CASCADE AVE. ISINFRASTRUcTURE "�= TIGARD, OR 97223 re 8215 SW TUALATIN-SHERWOOD RD. - - SUITE 200 COUNTY: WASHINGTON TUALATIN,OR 97062 \. 15 PROJECT I]'1-041219 JURISDICTION : CITY OF TIGARD Vendor: SITE INFORMATION VICINITY MAP LOCAL MAP PROJECT DESCRIPTION SITE INFORMATION: e 1 __ - �- 'ROPOSED SITE BUILD OF AN UNMANNED TELECOMMUNICATIONS SITE NAME: CRAN_RWOR_TGARD_002H -- 1,.. ' _ t ACILRY,CONSISTING OF THE FOLLOWING: LATITUDE: 45`26'S7.60'N(45.449333) - 9 - '', S - ''St K. ,K LONGITUDE: -122°4T07.71'W(-122.7854741 - G, Y J %e, �- } 6 1..; •• 1 PROPOSED AT&T CANISTER ANTENNA SITE ADDRESS: 10031 SW CASCADE AVE. Y// • ny •• (1)PROPOSED AT&T ANTENNA MOUNT TIGARD,OR 97223 -o.ue. .,, COUNTY: WASHINGTON , •d r� •• (I)PROPOSED AT&T DISCONNECT/SURGE SUPPRESSOR JURISDICTION: CRY OF TIGARD '; �' ^ , a ,' /r,- ' � `•" •• 13)PROPOSED AT&T CONDUITS DRAWN BY: ANW ZONING CLASSIFICATION: N/A ["• 1 a F y if r K 3 •6 ( •• PROPOSED AT&T STAND-OFF MOUNTS --- -- CONSTRUCTION TYPE: N/A _ ` . -- e. s S 4 M i' '` •• III PROPOSED AT&T EQUIPMENT ENCLOSURE CHECKED BY: JMM OCCUPANCY: N/A e '�;,rr t •• D I PROPOSED AT&T AIRSCALE RRH ADJACENT PARCELR: R1262911 F. 0 ' S ' tp , •• •••e.. R t, (I I PROPOSED POLE EXTENSION OVERLAY ZONE: NONE I W ':;, t rZ"' * Y'''T SPECIAL AREA SUBZONE: NONE ""N'A1°0" d k R'i,-1 K ;�a�•_^^- 6''+'. fr }' A.D.A COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR -" Portland '' ` _ 4 Fti9 HUMAN HABITATION B1 `-�` f s TT ;T 1_ POLE OWNER: PGE(PORTLAND GENERAL ELECTRIC) n,...,... e >T - q Ta I ADDRESS: 2213SW 153RD DRIVE ti LV T[ tf • r"..# BEAVERTON,OR 97006 „ ,Lc r r tt 1:' Ty. PHONE: (503)672-5482 -_ • •r Ys .f7 97 k to ,�y'. APPLICANT INFORMATION: /. ,t °• 1 ., y APPLICANT/CARRIER: NEW CINGULAR WIRELESS PCS.LLC("AT&T j L - _ 1•,F 401 � L r ADDRESS: 16331 NE 72ND WAY t REDMOND,WA 98052 J'^' -S' " tY 4 77 U KR6TY WEAVER .,.... � • (425)2142186 �.acn • -''-,- ly 0 03/06/19 1 %CDs .eon we. 1 00• ELECTRIC PROVIDER: PGE(PORTLAND GENERAL ELECTRIC) w•"m• - -. ---. - - _ _... a• ` REV DATE DESCRIPTION PHONE: (800)542-8818 Licensor Orref 1; 98PE J PROJECT TEAM CODE COMPLIANCE DRIVING DIRECTIONS SHEET INDEX REV. OREGCN,\s ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH CURRENT DIRECTIONS FROM PDX AIRPORT; T-1 TITLE SHEET 0 Sy 13.1.''' ENGINEER: SITE ACQUISITION: EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. GN-1 GENERAL NOTES 0 3 31/p0 JS INFRASTRUCTURE PARTNERS: J5 INFRASTRUCTURE PARTNERS L DEPART TOWARD NORTHEAST AIRPORT WAY(0.2M1) A-I OVERALL SITE PLAN 0 CONTACT:JAMES CHUNG,P.E. CONTACT:AARON GUDEU COMMERCIAL BUILDING CODE: 2. KEEP STRAIGHT ONTO NORTHEAST AIRPORT WAY(2.IMI( A-2 ENLARGED SITE PLAN 0 EMAIL:JCHUNG@JSIP.COM EMAIL:AGUDELJWJ5IP.com OREGON STRUCTURAL SPECIALTY CODE(OSSC)-2014 3. TAKE RAMP RIGHT FOR 1-205 SOUTH TOWARD PORTLAND/SALEM)3.1MI) A-3 IA LETTER AND SURVEY - PH:(949)-247-7767 ext.111 PH:(805)298-3091 4. AT EXIT 21 B,TAKE RAMP RIGHT FOR 1-84 WEST/US30 WEST TOWARD PORTLAND(5.4MI) A-4 NORTH ELEVATIONS p M;"'""`,,;r„ "a'„„^,,, • COMMERCIAL ELECTRICAL CODE: A-5 EAST ELEVATIONS 0 '-"''iumuw•. •muwsoFwesu�e OREGON ELECTRICAL SPECIALTY CODE(OESC)-201 7 5. TAKE RAMP LEFT FOR FS SOUTH TOWARD BEAVERTON/SALEM(1.SMI) 6. KEEP LEFT TOWARD H105 NORTH(0.3MI) D-1 DETAILS 0 CONSTRUCTION MANAGER: AT&T PROJECT MANAGER: 7. KEEP STRAIGHT ONTO 1-405 NORTH(0.6MI) D-2 DETAILS 0 AT&T Site ID: TO OBTAIN LOCATION OF PARTICIPANTS 8. AT EXIT ID,TAKE RAMP RIGHT FOR US-26 WEST TOWARD BEAVERTON/OCEAN BEACHES(5.OMI) D-3 DETAILS 0 CONTACT:CHARLIE PITT CONTACT:WENDY LONG UNDERGROUND FACILITIES BEFORE D-4 DETAILS 0 EMAIL:cp12614'att.com EMAIL:w1729k®OH.com YOU DIG IN OREGON,CALL OREGON 9. AT EXIT 69A,TAKE RAMP RIGHT FOR OR-217 SOUTH TOWARD BEAVERTON/TIGARD(4.5MII PH:971-295-6924 PH:(206)321-1116 ® UTILITY NOTIFICATION CENTER 10. AT EXIT 4B,TAKE RAMP RIGHT AND FOLLOW SIGNS FOR OR-210(0.2MI) D 5 DETAILS 0 CRAN_RWOR TGARD 002H TOLL FREE:1-800-332-2344regon. OR 11. TURN RIGHT ONTO OR-210/SOUTHWEST SCHOLLS FERRY ROAD,AND THEN IMMEDIATELY TURN LEFT RF-1 RF WARNING SIGNS 0 WWW.di Sefel Dre On.00m ONTO SOUTHWEST CASCADE BOULEVARD 0.1 MI E-I PLUMBING DIAGRAM&DC POWER SCHEMATIC 0 9 y 9 ( ) 1 GROUNDING DETAILS 0 16M6.002 RE ENGINEER: PROJECT MANAGER: OREGON STATUTE 12. ARRIVE AT DESTINATION ON THE RIGHT G- REOUIRES MIN OF2 G-2 TYPICAL GROUNDING DIAGRAM 0 10031 SW CASCADE AVE. AT&T J5 INFRASTRUCTURE PARTNERS Know what's below. WORKING DAYS NOTICE TIGARD,OR 97223 CONTACT:CHRIS OSGOOD CONTACT:MIKE SLOTERMAKER Cal I before you dig. BEFORE YOU EXCAVATE RAN ENGINEER EMAIL:mslotermakeral5ip.corn EMAIL:co3884@c11.com PH:(206)214-8954 Sheet Title: LEGAL DESCRIPTION ARE MANAGER: RIGHT-OF-WAY TITLE SHEET J5 INFRASTRUCTURE PARTNERS DO NOT SCALE DRAWINGS Sheet Number CONTACT:JOSH MALBERG : EMAIL 316-1897 ip.com CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON THE JOB SITE T- 1 PH:(208)316-1897 &SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BF RFSFONSIBLE FOR SAME 111111. PREPARED FOR SITE WORK GENERAL NOTES GENERAL NOTES ELECTRICAL INSTALLATION NOTES GROUNDING NOTES 1. THE SUBCONTRACTOR SHALL CONTACT UDLTY LOCATING SERVICES PRIOR TO THE START I. FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING DEFINITIONS SHALL 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION,RADIO. LIGHTING OF CONSTRUCTION. APPLY: SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL STATE.AND LOCAL PROTECTION AND AC POWER GES'S)SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY AT&T CONTRACTOR - J5 INFRASTRUCTURE PARTNERS CODES/ORDINANCES TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. ALL EXISTING ACTIVE SEWER,WATER,GAS. ELECTRIC,AND OTHER UTILITIES WHERE SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED CARRIER - AT&T 2. CONDUIT ROUTINGS ARE SCHEMATIC SUBCONTRACTOR SHALL INSTALL CONDUITS SD THAT 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH FOR THE PROPER EXECUTOR OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY OEM - ORIGINAL EQUIPMENT MANUFACTURER ACCESS TO EQUIPMENT IS NOT BLOCKED ANC TRIP HAZARDS ARE ELIMINATED. TESTING(PER IEEE 1100 AND AT) FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE 19801 SW 72ND AVE. EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL 2. PRIOR TO THE SUBMISSION OF BIDS.THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL REQUIREMENTS OF THE NEC.RILE EPDXY ANCHORS ARE REQUIRED BY AT&T. A TEST RESULT OF 5 OHMS OR LESS TUAUTIN,OR 97062 PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE SRE TO FAMILIARIZE THEMSELVES,WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) THE WORM CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND TRENCHING AND EXCAVATION. DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND REQUIRED BY THE NEC. UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE AT&T. GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. Vendor 3. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-SME CABLE TRAY RUNGS. PROJECT SPECIFICATIONS. 3. ALL MA-TRIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WRH APPLICABLE CODES, REGULATIONS,AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL 6. EACH END OF EVERY POWER,POWER PHASE CONDUCTOR(I.E.,HOTS),GROUNDING AND TI LISTED BONDING FITTING OR BY BONDING ACROSS THE DISCONTINUITY WITH#6 AWG COPPER (6(E 4. IF NECESSARY, RUBBISH,STUMPS. DEBRIS, STICKS,STONES,AND OTHER REFUSE SHALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,REGULATIONS CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATOR DR WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. J51NFRASTRUCTURE BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE ELECTRICAL TAPE (3M BRAND.YI'PLASTIC ELECTRICAL TAPE W/UV PROTECTION.OR WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLCABLE MUNICIPAL AND EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM W/NEC AND OSHA. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND 5. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC, AND OTHER UTILITIES,WHICH UTLTIY COMPANY SPECIFICATIONS.AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. SIZED IN INTERFERE WITH THE EXECUTION OF THE WORK.SHALL BE REMOVED MD/OR CAPPED. APPUCABLE REGULATIONS. 7 ALL ELECTRICAL COMPONENTS SHALL BE LABELED W/THEIR VOLTAGE RATING. PHASE ACCORDANCE WITH THE NEC, SHALL BE FURNISHED MID INSTALLED WITH THE POWER CIRCUITS 8215 SW TUALATIN-SHERWOOD RD. PLUGGED.OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WUH THE CONFIGURATION.WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT TO BTS EQUIPMENT. SUITE200 EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF CONTRACTOR. OWNER.AND/OR 4. DRAWINGS PROMDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ID NUMBERS(I.E. PANEL BOARD AND CIRCUIT ID'S). TUALA➢N,OR 97062 LOCAL UTILITIES. ONLY. 8. PANEL BOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS) 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. #6 AWG STRANDED COPPER OR 6. THE SUBCONTRACTOR SHALL PROVIDE SITE DISEASE IN ACCORDANCE WITH THE TECHNICAL S. SHAL BE CLEARLY LABELED WITH PLASTIC LABELS.UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT, LARGER FOR INDOOR BPS;#2 AWC SOUR TINNED COPPER FOR OUTDOOR BTS. J3 PROJECT ID:P.042239 SPECIFICATION FOR SITE SICNAGE. APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATDNS AS INDICATED 9 ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP ON THE DRAWINGS. EDGES. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO Vendor: 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS BACK.CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. EQUIPMENT AND TOWER AREAS. 6. "KITTING LIST"SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED 10 POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITING LIST SINGLE CONDUCTOR(/14 AWC OR LARGER),MOO,OIL RESISTANT THHN OR THHN-2, 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND B. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN SHALL BE SUPPLIED BY THE SUBCONTRACTOR. CLASS B STRANDED COPPER CABLE RATED FOR 97C(WET& DRY) OPERATION LISTED OR RING SHALL BE#2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. MATERIALS. SNOW, OR ICE SHALL BE PLACED IN ANY FILL OR EMBANKMENT. LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 7. THE SUBCONTRACTOR SHALL INSTALL TILL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 9. ALUMINUM CONDUCTORS OR COPPER CLAD STEEL CONDUCTORS SHALL NOT RE USED FOR 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. GROUNDING CONNECTIONS. PRIOR TO FINISHED SURFACE APPLICATION. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE B. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONDUCTOR(#6 AWG OR LARGER),600V,OIL RESISTANT THHN OR THWN-2 GREEN 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY INSULATION CLASS B OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL_BE AVOIDED WHEN THE TOWER. EQUIP DENT,OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND THE CONTRACTOR AND AT&T PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF UNLESS OTHERWISE SPECIFIED. 45 BENDS CAN BE ADEQUATELY SUPPORTED. STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. INSTALLATION. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTOR. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND TI CABLES, TYPE TC CABLE(p14 AWG OR LARGER), EDGY,OIL RESISTANT THHN OR THWN-2. CLASS ABOVE GRADE(INTERIOR AND EXTERIOR) SHALL BE FORMED USING EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION,SHALLB BE IN GROUNDING CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWINGS. STRANDED COPPER CABLE RATED FOR 9O12. AL C(WET AND DRY)OPERATION WITH CUTERA ALL PRESS CRIMPS.GROUND CONNECTIONS CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. TO. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS, CURBS, 13. COMPRESSION GROUND CONNECTIONS MAY BE REPlACEO BY EXOTHERMIC WELD CONNECTIONS. DRAWN BY: ANW 12. NOTICE TO PROCEED - NO WORK TO COMMENCE PRIOR TO COMPANY;S WRITTEN NOTICE LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE COMPRESSION WIRE TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. SUBCONTRACTOR'S EXPENSE;TO THE SATISFACTION OF THE OWNER. LUGS AND WIRE NUTS BY THOMAS AND SETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL 14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE CHECKED BY: JMM BE RATE FOR OPERATION AT NO LESS THAN 75C (NEC IF AVAILABLE). BRIDGE AND THE TOWER GROUND BAR. 13. ALL CONSTRUCTION MEANS AND METHODS. INCWDING BUT NOT LIMITED TO, ERECTOR 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH PLANS, RIGGING PLANS,CLIMBING PLANS,AND RESCUE PLANS SHALL BE THE AS COAXIAL CABLES MID OTHER ITEMS REMOVED FROM THE EXISRNG FACILITY.ANTENNAS 14. RACEWAY AND CABLE TRAY SHALL DE LISTED OR LABELED FOR ELECTRICAL USE IN 15. APPROVED ANTIOXIDANT COATINGS (I.E.CONOUCTNE GEL OR PASTE) SHALL BE USED ON ALL RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. ACCORDANCE WITH NEMA UL.ANSI/IEEE AND NEC. COMPRESSION AND BOLTED GROUND CONNECTIONS. WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION). OSHA AND GENERAL INDUSTRY STANDARDS.ALL RIGGING PUNS SHALL ADHERE TO ANSI/TIA-1019 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION:TRASH AND DEBRIS 15. ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.RIGID PVC 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR SHOULD BE REMOVED FROM SEE ON A DAILY BASIS. SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL MATERIAL. CLASS IV CONSTRUCTION. DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATORS. 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES. FRAMES AND SUPPORTS 16. ELECTRICAL METALLIC TUBING(EMT), ELECTRICAL NONMETALLIC TUBING(EMT)OR RIGID SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE EEC. NONMETAWC CONDUIT(RIGID PVC.SCHEDULE 40) SHALL BE USED FOR CONCEALED ABREVIATIONS AND SYMBOLS: INDOOR LOCATIONS. 18. BOND ALL METALLIC OBJECTS WITHIN CET OF MAN GROUND WIRES WITH 1-#2 AWG TIN-RATED COPPER GROUND CONDUCTOR. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE SO PVC FOR ALL ABREVIATION SYMBOLS: ELBOWS/90'S AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTING PROTECTION SYSTEMS AGL ABOVE GRADE LEVEL SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE BTS BASE TRANSCEIVER STATION mod- SOUD GROUND BUS BAR 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-RITE FLED)SHALL BE USED INDOORS CONDUCTOR. SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH (E) EXISTING AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN A CONDUIT. SAID CONWT TO MIN MINIMUM 5 F SOLID NEUTRAL BUS BAR MEET CODE REQUIREMENTS OR LOCAL CONDITIONS.NON-METAWC MATERIAL SUCH AS PVC REF REFERENCE 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION TYPE AND PLASTIC CONDUIT SHALL.BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(I.E. RF RADIO FREQUENCY -•-•-- SUPPLEMENTAL GROUND CONDUCTOR APPROVED FOR THE LOCATION USED. SET SCREW FITTING ARE NOT ACCEPTABLE NON-METALUC MATERIAL PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE T.B.D. TO BE DETERMINED BONDED TO EACH END OF THE METAL CONDUIT. 0 03/06/19 1009 CDs R.B.R. TO BE RESOLVED 2-ISLE TIERALL-MM,NEIIC CIRCUIT BRE ER 20.CABINETS. BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN TYP TYPICAL ACCORDANCE WITH NEMA, UL,ANSI/IEEE AND NEC. 20.ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE M2 TINNED REV, DATE DESCRIPTION REDID REQUIRED 0.-y SINGLE POLE THERMAL-MAGNETIC SOLID IN 3'i' LIQUID TIGHT CONDUIT FROM DC BELOW GRADE TO WITHIN 3"TO 6"OF EGR EQUIPMENT GROUND RING CIRCUIT BREAKER 21.WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO CAD-WELD TERMINAT ON POINT.THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE AWG AMERICVN WIRE GAUGE SWING OPEN DOWNWARDS. SHALL BE CONDUIT TYPE E (OR EQUAL);AND RATED NEMA 1 SEALED WITH SILICONE CAULK. (ADD TRANSRIONING GROUND STANDARD METAL AS WELL). Licensor: ,.��.K� MGR MASTER GROUND BAR e CHEMICAL GROUND ROE (OR BETTER) ,/�I• �`O EG EQUIPMENT GROUND ' BCW BARE COPPER WIRE II TEST WELL 22.CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON PERFORATED lil 69198PE F SAD SMART INTEGRATED ACCESS DEVICE STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL IRG INTERIOR GROUND RING (HALO) O' DISCONNECT SWITCH NOT BE PERMITTED,CLOSELY FOLLOW THE ONES OF THE STRUCTURE,MAINTAIN CLOSE - RBS RADIO BASE STATION PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DESCRIPTION PHASE/CODE LETTER WIRE COLOR / y CREGON'e U METER DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET LEG 1 BUCK 4k 13 20 BODIES.CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL 240/120 to LEG 2 RED �I/10 EXOTHERMIC WELD (CADWELO) AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE (UNLESS OTHERWISE NOTED) FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED AC NEUTRAL N WHITE IMZEMEIEll FLUSH TO FINISH GRADE TO PREVENT CONCRETE. PLASTER OR DIRT FROM ENTERING. GROUND(EGG) G GREEN MECHANICAL CONNECTION CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE, WC POS H •RED-POLARITY GROUNDING WIRE MARK AT TERMINATION TAFTvsF P. MINK:RAKE MINPIAtt BY 23. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES AND PULL BOXES SHALL BE `BLACK-POLARITY A,C. a°PI. ^ernsurAAvAAA C1R.11A.M GALVANIZED OR EPDXY-COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND RATED WIC NEC - MARK AT TERMINATION D.°EO°1HE0Eni IA uNDEI LAvn OsmEnAT° NEMA I (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. 24.METAL RECEPTACLE.SWITCH AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY- COATED PHASE A BLACK OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED 240V OR 208V, 30 PHASE B RED (ORG. IF HI LEG) AT&T Site ID: NEMA I (DR BETTER) INDOORS OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. PHASE C BLUE 25.NONMETALLIC RECEPTACLE,SWITCH AND DEVICE BOXES SMALL MEET'OR EXCEED HENNA OS PHASE A BROWN 2;AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (NIP OR BETTER) 480V,30 PHASE B ORANGE CRAN_RWOR TGARD_002H OUTDOORS. PHASE C YELLOW 26,THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE •SEE NEC 210.5(C)(I)AND(2) 16443-002 CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS. CABLES 10031 SW CASCADE AVE. AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TIGARD,OR 97223 TO SAFEGUARD LIFE AND PROPERTY. 28.INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW AT&T. Sheet Title: 29,ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. GENERAL NOTES (Sheet Number: GN-1 / / \ PREPARED FOR INFORMATON SHOWN BELOW FOR DEPICTION / / - // //G f(E)BUILDING- ' PURPOSES ONLY.ALL DATA GATHERED FROM / J L' - PUBLIC RECORDS AND GENERATED FROM a /✓' O//////////////////////////////////�////////////////////////////Q//�//////%i%/ ., ��°, . AERIAL IMAGES AND SITE VISITS.INFORMATION - .. DOES NOT CONSTITUTE A LEGAL BOUNDARY �� AT&T SURVEY AND SHOULD NOT BE USED FOR \ / , T SURVEYING OR OTHER RELATED PURPOSES. / /. - . P •• el. - / • 19801 SW 72ND AVE. . \ \ / \ PARCEL#:R983582 TUAAnN,oR9706z ALL RELEVANT STRUCTURAL ANALYSIS IS UNDER A / Y SEPARATE PERMIT BY OTHERS. - a o�o Vendor: j v!~.tS, �I d / \ cR°^ ,,ag t',p / 15 NFRASTRUCTUk• cp G 1 ti o • , / kR'N / N. L• nY / \ 82155w NASURE SIIERWOOnRD. g1 11 N . 0 ' K (E)PARKING LOT/ Y TUALATN,OR 97062 \\\ ,. / \ \ m // \ JS PROM E'P-0422]9 < Vendor: N.,\ \ , • • (E)PROPERTY LINE o- • q ,q / 's z j / \.06. ® _ DRAWN EC ED BYA JMM �� HVT--- o �� NW • \ __--o�LYIW- `CON: E OVERHEAD WIR S ` J qr NI ( n / `.\� (E�PROPERTY LINE I'+ - pmµ b 3. I/ _ ---_1 _ b o CASCADE AVE. / 1E)UTILITY POLE / •- (E)TREES \� '` � P)ATV CANISTER 1 - - - - 11 `� (TYPj (TYP) 11 — off ANTENNA ON NEW ` t c / °' =-�QH _ .. .:\ MOUNT ? / =v _ o ry — � (E)WOOD LIGHT POLE \4 / -oHW-- `� /8C1135B-14133 11 r C '•''I ow._ f♦ r e I/ r_ .. ® \)� �1 .4.451.... N e y C / (P)AT&T DISCONNECT/- • ,,<.;. . 11{ 3 / SURGE SUPPRESSOR \ \ - I 0 03/06(12 I00/CDs /,.Y,,,-. (P)ATLT EQUIPMENT- e -•'I., \ I REV DATE DESCRIPTION ° ENCLOSURE �` r.•°�.'1'p- \ Licensor. \ i� 14 8B1B8PE/ /Sk `PROPOSED AT&T PROJECT AREAe Y 1 1 / t. / REFER TO ENLARGED SITE PLAN ON SHEET A-2 11 s • / . $ E PARKING LOT- _ 11111‘,,,,, , _ 4y tio' �' `II ��.....„ .4..„,.. . .......,.„ ......,.....,......., • ..„. . , ..,. . ,..:.,,,,:, oti .a'k a• ..... T /,...4...,, 4:• I , , /IF OP MOB,la DIRECT SUPERMICW AND 11-1/1,IA OW'iEGISTEPEO ENGIVEER UNDER RE‘,\ , „....CERITYMAITH.PLAYSWEREPREPAREDBY Of THE SWF / //f•`y'''yi{ r7A,Y6 .\ ..\` AT&T Site ID • / C ••• f • 1 GRAN_RWOR TGARD_002H IL ) / �(E)PARKING LOT \ 16448-002 0 Qe fi� '' `A,"y 10031 SW CASCADE AVE. �P6'(. •_. / PARCEL#: � TIGARD,OR 97223 • ° R1262911 E- \T "'' .J 0 P� Sheet Title: PARCELS \ r.,,,—(0 BUILDING) SITE PLAN R2165872 Y `• +'\ Sheet Number: A-1 OVERALL SITE PLAN 71 '34 345' SC41E. '/1E" = 1'-0 """'" IN 1 I6 12 B 4 0 16• -'-" PREPARED FOR III NOTES: _c,. 1. NEW EQUIPMENT SHALL BE PAINTED TO MATCH POLE 2. EQUIPMENT IS MOUNTED WITHIN ENCLOSURE ON POLE oN'"I--- _.-cow --"_ V 3. AC PANEL/DISCONNECT MOUNTED ON ENCLOSURE "' - AT&T 4. CLEAR CLIMBING QUADRANT _ -- ,\9 - 5. NEW ANTENNAS MOUNT ON POLE _ __._.__ae- oe�` 6. CONTRACTOR TO INSTALL THE ENCLOSURE ON THE STREET SIDE OHW-- - . _ _ ___ orw.__-._-_.---_ 7. REPLACEMENT POLES ARE TO BE PLACED IN THE ROW ONLY. ----- """ --o�+" _ 8. CONTRACTOR TO VERIFY ROW PRIOR TO PLACEMENT OF NEW POLE 01'�, -- "- -—- 19&II SW RR 9 062 - „.— caw ". -- CASCADE AVE. TUALATIN,OR9'062 Lk - -.-._.. - _ — --L.H1W r- - Se INFO DATA GATHER D FRO BELOW FOR DEPICTION PURPOSES ONLY.ALL _nHv+- - o� CAUTION:(E)OVERHEAD WIRES DATA GATHERED FROM PUBLIC RECORDS AND GENERATED FROM -_ Vendor: AERIAL IMAGES AND SITE VISITS.BOUNDARIES DEPICTED HEREIN MAY _ NOT ALIGN WITH ACTUAL LEGAL BOUNDARIES AND SHOULD NOT BE I USED FOR SURVEYING OR OTHER RELATED PURPOSES. i 551NFRASTRUCTURE B215 SW TUAIATIN-SHERWOOD RD. DISCLAIMER: SUITE 200 ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA TUALATIN,OR 9.062 MOUNTS ARE FOR DEPICTION PURPOSES ONLY.CONFIRMATION OF THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE (P)AT&T CONSTRUCTION AREA .Is aaaEnio:P-06x239 BEYOND THE SCOPE OF THIS PROJECT.IN NO EVENT WILL 15 INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOR THE Vendor: STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW INSTALLATIONS. r -I O o Iu (E)LUMINAIRE 'n ez O § O (P)AT&T EQUIPMENT 1_. 2 ENCLOSURE (E)SIDEWALK(TYP) DRAWN BY: ANW (P)ATM DISCONNECT/ !(E)CURB CHECKED BY: JMM SURGE SUPPRESSOR !// (E)DRIVEWAY(TM • A ll (3)(P)AM CONDUITS ON(P)12"STAND-OFF•.(1)2"CONDUIT W/ 0 Z. t 7 - z, WEATHERHEAD FOR POWER TO AC DISCONNECT ATTACHED NEXT - a - TO EQUIPMENT ENCLOSURE ON POLE;(1)2"CONDUIT FOR FIRER; TT O V ,,tHw _ AND CONDUIT FOR(12)LINES OF 3/8"COAX FROM rn U ,.T !..',. -- --'), --OW __. _..._. an, EQUIPMENT ENCLOSURE TO ANTENNA ti p O Li r.� li--orw \ �.. 4\ l �" �r-- _ r -- E PROPERTY LINE _--__— -----� —�� CLEAR CLIMBING QUADRANT r )^ ( ] V " t. - (P)ATV CANISTER (>'"+ - / ^" ANTENNA ON NEW IE)WOOD UGHT POLE 0 EJ V 6. #C1135B-14133 0 03/06/19 100%CDs TOP-MOUNTED POLE (E)STREET t o '� �� SIGN(TYP) .�� G REV DATE DESCRIPTION L d _ I^, EXTENSION WITH BRACKET Pi J L J Aa T /. ,7 Licensor. $17 rT (E)TREES J 0'/ 'i'�h P) ,, 1 99PE 7 0 0 �(E)GRASS AREA d q,ORC�GN,a ram, = Ny 13.1� Q 5 J0O T7 �„vxk 6Wtw1WOti A.O[CA55 uA „¢i[eFD[nGOOtoot, Ih[Su[ PARCEL#: AT&T Site ID: R1262911 ' '''-n 'cv c ��jtit CRAN_RWOR_TGARD_002H r,(EI PARKING LOT - • �-, I `�� 16448.002 >"--- l a v (I, n '�. 10031 SW CASCADE AVE. �% " TIGARD,OR 97223 a A' i C Sheet Title: n ENLARGED SITE V PLAN :- — Sheet Number: ENLARGED SITE PLAN A'2 z4%36"SCALE: 3/8•= t'-0" z 2, Ai 1 t PREPARED FOR AT&T 19801 SW 72ND AVE. AARED_FOR'----— PREPARED FOR:EXISTING SITE-PLAN 1A CERTIFICATION LETTER TUALATIN,OR 97062 FOR FOR %moo+ AT&T :-.+1 AT&T Vendor: FACILITY KNOWN AS: �+'`-� at t FACILITY KNOWN AS: at8ct 16448-002 i41 ESA \&` 16448-002 /51NFRA5TRUCTURE 8215SW TUALATIN-SHERW00D RD. ELEVATION REPORT: LEGAL DESCRIPTION: SITE LOCATION: SUITE200 - EXISUNG-ROL-E-fROFILE TUAunN,oR97062 r TOP OF POLE 28.7' LOCATED WITHIN THE SE){SEI{ OF S LOCATEDIS THE APPROXIR 150 FEET NAVD88-GROUND ELEVATION: 204.62 sft SECTION 27, TOWNSHIP 1 SOUTH, v0ND4EAST OF OF RANGE 1 WEST, WILLAMETTE SW Cascade Avenue & Scholls JS PROJECT ID:P-012f39 it z BS-I [ELEVATION METERS]: 62.34 m MERIDIAN. nG Ferry CITY, Vendor: 11 V WASHINGTON COUNTY, OREGON. PLAN VIEW: SCALE 1" = 60' EXISTING POLE PROFILE O F �� i-TOP OF POLE 28.7' • 471 CO 2a'— O� 27.5- CC',, DRAWN BY: ANW CHECKED BY: JMM CASCADE AVE CENTERLINE t I�t DJI � vi CASCADE AVE • _ GROUND LEVEL 1 __.. \ _ _ LOOKING WEST--____ ___19. L____ , , ., O` RIGHT-OF-WAY UNE (PREVIOUS SURVEY No. 113/4)®— LEG CRIP-TIOTf:- ,i \ LOCATED WITHIN THE SE)(SEK \\ --- �- OF SECTION 27, TOWNSHIP 1 �', ! COORDINATE LOCATION SOUTH, RANGE 1 WEST, r L` hl, WILLAMETTE MERIDIAN. O PARCEL ID: 0 03/06/19. 100%CDs s SITE_ LOCATION-- 5 , R1262911 �' :• .• LEVEL REV DATE DESCRIPTION SITE IS LOCATED APPROX 150 N PARCEL ID: FEET SE OF Cascade Avenue & Licensor: R1262911 Scholls Ferry RD. TIGARD CITY. LOOKING WEST i WASHINGTON COUNTY, OREGON. 71.1 BASIS OF GEODETIC COORDINATES: 0 GEODETIC COORDINATES: e DATE 0E-SURVE'(-- (1)HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83) (2011) EPOCH 2010 0 EXPRESSED IN DECREES (•) MINUTES (') AND SECONDS (-) AND CARRIED TO THE TOOTH OF A 3 __ _ 10/15/2C19 I SECOND. AND ALSO EXPRESSED IN DECIMAL DECREES. NAD 83: LAT: 45O26'57.60"N < -- -. - - - (2)VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1968 (NAVD88) A EXPRESSED IN U.S. SURVEY FEET AND METERS (METER EQUIVALENT TO 39.37 INCHES). LON: 122°47'07.71"W s 18CHT-OF-WAY LINES SHOWN ARE APPROXIMATE,EASED ON GIS DATA N10 NOT A BOUNDARY SURVEY 'P (3) NA083 GEODETIC DATA SHOWN HEREON WAS DERIVED FROM AND IS TIED TO THE NATIONAL a GEODETIC SURVEY. NATIONAL C.O.R.S. VIA THE O.P.U.S. UTILITY OR VIA OTHER EQUIVALENT DECIMAL INDUSTRY STANDARD GEODETIC SURVEY CONTROL Mow:, :',74":•' .n.,-n"'"-`1acaRw 7" Pti LEGEND LAT•45.449333 ' � ° °'� �3 6.c., SURVEYOR'S CERTIFICATION L DATE OF SURVEY DEGREES: a,. �- - -.,IE"6« .>,,, T V,�V PL qNp E _. CON:-122.785474 «o"`«- 0>" G .- E=1 ing-twnt-Pole Y; 9n� I HEREBY CERTIFY THAT THE GEODETIC L J c 0 l coORDINATES REPORTED HEREON ARE O1STE G 10/15/2019 Q Q L [- EA1�IW9JmigoTr��i t 9 AT&T Site ID: ( Iy ITT ACCURATE AND NEST FM REPORTING 0 *7 �Q 9L O '-L y TWENTY FEET OF IA: mT(� THESE DRAWINGS AND SURVEYS ARE COPYRIGHT PROTECTED AND THE Q 84463 0 ® - ELECTRICAL TRANSFORMER •- TWENTY FEET (20') Q• :4 SOLE PROPERTY OF J5 INFRASTRUCTURE PARTNERS AND PRODUCED FOR D- W 7� [S 3T MORROHTW.LY AND R PfYVN THE USE OF OUR CLIENT. AM'REPRODUCTION OR USE OF THE $ �-"��(S ® = CAS METER * TNFEE FEET G• INFORIMTION CONTAINED WITHIN SAID DOCUMENTS IS PROHIBITED WITHOUT CRAN_RWOR_TGARD_002H 6 J THE WRITTEN CONSENT BY J5 INFRASTRUCTURE PARTNERS. y�OF Cli �� ® - TELCO PEE/51AL 1 (3LIKALLY. a' /��F� ft PREPARED BY: 16448-002 V W ® - WATER METER 7 /�_ o PROFESSIONAL LAND SLIT PROFESSIONAL LAND'" ' V. w (((rr!/'S INFRASTRUCTURE 10031 SW CASCADE AVE. 295 N 200 E MONA, UT 84645 ® = SEWER MAN HOLE ,S+ 295 N 200 E MOWd UT 84645 TIGARD,OR 97223 PH:(435)660-0816 EMAIL: CORYOCISPLS.COM L PH:(435)660-0616 EMAIL: CORYOCiSPLS.CAM �r A R THERS m n Sheet Title' 1 1A LETTER AND SURVEY Sheet Number: A-3 1 A LETTER liA. 2 1 A LETTER OM 1 PREPARED FOR NOTE: I. NEW EQUIPMENT 10 BE PAINTED WITH RF TRANSPARENT.UV RESISTANT,OUTDOOR DISCLAIMER: RATED PAINTED TO MATCH POLE. ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA 2. ALL CRAN CONDUITS AND STAND-OFF TO BE PAINTED TO MATCH POLE. MOUNTS ARE FOR DEPICTION PURPOSES ONLY.CONFIRMATION OF 3. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE. THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE �'` .AT&T 4. MAINTAIN A 6"CLEARANCE FROM ENCLOSURE TO POLE. BEYOND THE SCOPE OF THIS PROJECT.IN NO EVENT WILL 5. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOROR THE THE STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A LAW OR BY THE POLE OWNER. NO THE FIELD LSE OF THE WILL BE POSTED. STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW 19801 SW 72ND AVE. 6. PRESERVE THE CLIMBING SPACE ON THE FIELD SIDE OF THE POLE 7. PROPOSED CONDUITS TO BE LOCATED ON IB"STAND-OFF WITH MAX.6"CLEARANCE INSTALLATIONS. TUALAl7N.OR 97062 FROM THE POLE. 8. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. Venda: STRUCTURAL ANALYSIS OF POLES PY OTHERS. CJ INFRASTRUCTURE 8215 SW TIJALATIN-SHERWOOD RD. SUITE 200 TUALATIN,OR 97062 J5 PROJECT ID:P-052239 (1)(P)AT&T CANISTER ANTENNA vendor: SEE DETAIL 41.5 2\ D-2 an T.O.(►)AT&T CANISTER ANTENNA (P)AT&T RF WARNING NOTICE IP ELEV.37'-2"(A.G.L.) SIGNS SEE DETAIL a RAD CENTER OF(P)AT&T CANISTER ANTENNA _ (1)(P)ATiI AIRSCA® ELEV.36'-2'(A.G.L.) V SEE DETAIL impT,O.(P)AT&T POLE EXTENSION / �_ -(1) SEE(P)DET ATLTAIL SN�2 TEN®P MOUNT BRACKET 0,1 IP ELEV.34'-3"(A.G.L.) DRAWN BY: ANW adh(E)LUMINAIRE B.O.(P)AT&T TOP MOUNT BRACKET ' W. ELEV.32-6"(A.G.L.) CHECKED BY: JMM h T.O.(E)WOOD LIGHT POLE A T.O.(E)WOOD LIGHT POLE \ 4 V I Y ELEV.28'-8"(A.G.L) ELEV.28'-8"(A.G.L) En- An (E)LUMINAIRE \ '' (E)L.28-0"RE \ ;UI i IP ELEV.28'-0"(A.G.L.) �1II� ELEV.28'-0"(A.G.L.) WP I EXTENSION POLE TOP-MOUNTED • h (E)LIGHT ARM AND POWER LINE oHw A (E)LIGHT ARM AND POWER UNE ( i EXTENSION V ELEV.2T-6"IA.G.L.) ELEV.27'6"(A.G.L.) \ (E)POWER LINE 1 1 I rc�� (E)LUMINAIRE it it & V (3)(P)AT&T CONDUITS ON(P)12"STAND-OFF:(1)2"CONDUIT • W/W EAIHERHEAD FOR POWER TO AC DISCONNECT ATTACHED 41 NEXT TO EQUIPMENT ENCLOSURE ON POLE;(1)2"CONDUIT FOR FIBER;AND(1)4"CONDUIT FOR(12)LINES OF 3/8"COAX FROM EQUIPMENT ENCLOSURE TO ANTENNA J 1 Id ©©SEE DETAIL 0 03/06/19 100%CDs :,; T.O.(P)AT&T EQUIPMENT ENCLOSURE q ®® REV[. DATE DESCRIPTION ELEV.19-4"(A.G.L.) Vdd (P)AT&T EQUIPMENT ENCLOSURE SEE DETAIL©® Licensor: f:Fq � B.O.(F)AT&T EQUIPMENT ENCLOSURE/(PI AT&T DISCONNECT - (2)(P)AT&T RF WARNING NONCE /5, B919BPE)� lk IP ELEV.le-0"(A.G.L) „,(� SIGNS SEE DETAIL `Hs' p DREWR,p (• R-1�� 9Y;3,10 II 1 SEE DETAILi IDENTIFICATION SIGNMA 3 31/20 I 1` `1. (E)WOOD LIGHT POLE (P)AT&T DISCONNECT/SURGE SUPPRESSORR 5 r,,,,rmFuvuw.ew rxm.,wro.. �RII gC1135B-14133 SEE DETAIL© .atusw,veO nc,.M!A. v ,15 N FWIM4INWEX 144M Of 1.5-ATE 1 i I OFOFFcw' AT&T Site ID: (E)WOOD LIGHT POLE #CI135B-14133 CRAN_RWOR TGARD_00211 16448-002 (E)SIDEWALK/GRADE (E)SIDEWALK/GRADE 10031 SW CASCADE AVE. TIGARD,OR 97223 yi I1 Sheet Title: FINISHED GRADE I fio FINISHED GRADE ___ I14.II NORTH ELEVATIONS ELEV.01-011 - 1 1 _ ELEV.O'-0" - .. Sheet Number: A-4 EXISTING NORTH ELEVATION 24936 SCAE:3/B = 2' ra. 2 PROPOSED NORTH ELEVATION 2<.is 5aE ,/ = 1-D" ---2. 1 PROPOSED CRAN CONDUIT PLAN PREPARED FOR NOTE: 1. NEW EQUIPMENT TO BE PAINTED WITH RF TRANSPARENT,UV RESISTANT.OUTDOOR DISCLAIMER: RATED PAINTED TO MATCH POLE. ALL INFORMATION PERTAINING TO EXISTING POLE AND ANTENNA (E)LUMINAIRE 2. ALL CRAM CONDUITS AND STAND-OFF TO BE PAINTED TO MATCH POLE. MOUNTS ARE FOR DEPICTION PURPOSES ONLY.CONFIRMATION OF - AT&T 3. CONTRACTOR TO INSTALL ENCLOSURE ON STREET SIDE. THE STRUCTURE AND ASSOCIATED STRUCTURAL ELEMENTS ARE _/ 4. MAINTAIN A 6"CLEARANCE FROM ENCLOSURE TO POLE. BEYOND THE SCOPE OF THIS PROJECT.IN NO EVENT WILL JS 5. INSTALL RF WARNING SIGNS PER MANUFACTURER SPECIFICATIONS AS REQUIRED BY INFRASTRUCTURE PARTNERS BE LIABLE AND RESPONSIBLE FOR THE III LAW OR BY THE POLE OWNER. NO ADDITIONAL SIGNAGE WILL BE POSTED. STRUCTURES STRUCTURAL INTEGRITY AND ADEQUACY WITHOUT A 6. PRESERVE THE CLIMBING SPACE ON THE FIELD SIOE OF THE POLE STRUCTURAL ANALYSIS DETERMINED AS SUCH PRIOR TO NEW 19801 SW 72ND AVE. 7. PROPOSED CONDUITS TO BE LOCATED ON 18"STAND-OFF WITH MAX.6"CLEARANCE INSTALLATIONS. TUALATIN,OR 97062 FROM THE POLE. (P)2"POWER CONDUIT 8. FIBER TO BE PROVIDED BY OTHERS UNDER SEPARATE PERMIT. >_IIMMEIg I-, Venda: f STRUCTURAL ANALYSIS OF POLES BY OTHERS. (P)2'FIBER CONDUIT) (E)WOOD LIGHT %INFRASTRUCTURE 11 POLE #C1135B-14133 ` (P)12"STAND-OFF AT 4'•C 8215 SW TUALATIN-SHERWOOD RD. O.C. CLEAR SUITE 200 JH _ 'H'^ CLIMBING TUALATIN,OR 97062 ----- _ ,�� `. QUADRANT (P)4"COAX CONDUITe <�` r JS PROJECT ID'.P-012239 Venda: 24"e36"SCALE.3/6" = 1'-0" 2 1 0 2.M T.O.(F)AT&T CANISTER ANTENNA (1)(P)AT&T CANISTER ANTENNA V ELEV.37'-2"(A.G.L) \ SEE DETAIL Akin, ,RAD CENTER OF(P)AT&T CANISTER ANTENNA_ Y ELEV.36'-2"(A.G.L.) 111 (P)AT&T RF WARNING NOTICE _ SIGNS SEE DETAIL ink ii yl e , T.O.(P)AT&T POLE EXTENSION / It (1)(P)AT&T AIRSCALE SEE DETAIL DO Y 01EV.34'-3"(A.G.L.) I urur (EJ LUMINAIRE DRAWN BY: ANW B.O.(F)AT&T TOP MOUNT BRACKET ' (1)(P)AT&T T• MOUNT BRACKET ELEV.32'-6"(A.G.L) SEE DETAIL© CHECKED BY: JMM KU d T.O.(E)WOOD LIGHT POLE A T.O.(E)WOOD LIGHT POLE � J Y ELEV.28'-8"(A.G.L.) \ ELEV.28'-8"(A.G.L) \ to 4 - -- $ (E)LUMINAIRE 0 (E)LUMINAIRE ELEV.28'0"(A.G.L.) tELEV.28'-0"(A.G.L.) \ _,..IEJ HGHT ARM AND POWER UNE (E)UGHT ARM AND POWER LINEi IF ELEV.2/'-6"(A.G.L.) ELEV.27'6"(A,G.L.I IN\N \ (E)LUMINAIRE --- • TJ (3)(P)AT&T CONDUITS ON(P)12"STAND-OFF:(1)2"CONDUIT W/ V" _ (1)(F)AT&T POLE TOP-MOUNTED EXTENSIONTv _ --- __. l WEATHERHEAD FOR POWER TO AC DISCONNECT ATTACHED NEXT�1 ',1 TO EQUIPMENT ENCLOSURE ON POLE;(1)2"CONDUIT FOR FIBER; F: rc (E)POWER LINE(BEHIND) • AND CONDUIT FOR(12)LINES OF 3/8"COAX FROM I R6 U • EQUIPMENT ENCLOSURE TO ANTENNA BEHIND) y I- • I I SEE DETAI©� 1 "VW SEE (P)AT&T EQUIPMENT ENCLOSURE __ • SEE DETAIL ink 2 3 T.O.(F)AT&T EQUIPMENT ENCLOSURE i.,1 Q :�4/)D-4 ' � 0.__03/06/19 IW%CDs ELEV.19-4"(A.GL) �V DATE DESCRIPTION) (�1'1L1I41censor. (2)(P)AT&TATii RF WARNING NOTICE "^ham SIGNS AT&T RP SEE DETAIL\ F:. .�� hB.O.(P)AT&T EQUIPMENT ENCLOSURE/(P)AT&T DISCONNECT ,I 1 e[ � RF I �y BB,98PE 7 V ELEV.16'-0'(A.G.L.) I �� ¢CRLU3N s 9y 73,T0 ` 3 31/10 (E)WOOD LIGHT POLE (B)AT&THIND DISCONNECT©RGE SUPPRESSOR (BEHIND)SEE DETAIL IMEEINEM #CI135B-14133 14, li o (1)(P)AT&T IDENTIFICATION SIGN a"' �""'"""'• ' �'"'�"^"m" (BEHIND)SEE DETAIL mur.ma.«mcaiGu µee."t Moii"e"v;ie w4 AT&T Site ID: -(E)WOOD LIGHT POLE I 'lli #CI 1358-14133 II CRANJtWOR_iGARD_002H 16448-002 (E)SIDEWALK/GRADE (E)SIDEWALK/GRADE 10031 SW CASCADE AVE. TIGARD,OR 97223 Sheet title: J s HNISHED GRADE ,J RNISHED GRADE EAST ELEVATIONS Y ELEV.ao° �- ,: .. . . .,. ELEV.0'4' I- ,,:,�-.,.<. ...._,. e" • Sheel Number: A-5 EXISTING EAST ELEVATION 21•*36•SCALE 3/8"- 1'-U 2 -2. 2 PROPOSED EAST ELEVATION D �? 1 ` ' 846 NOKIA AIRSCALE RRH FOR LAA IARZA): 12-PORT OMNI OUTDOOR CANISTER ANTENNA PREPARED FOR MANUFACTURER: NOKIA MANUFACTURER: ACE TECHNOLOGYA CORE UNIT SIZE PART NUMBER: ACE ACOM-2F15D-12P-R2 (DC VERSION): 1 1.6"x 9.6"x 1.8'(H x W x DJ DIAMETER: 15" INTERFACE: 2 CPRI PORTS FOR FRONT-HAUL(2x9.8 GB/5) HEIGHT: 24.0' AT&T POWER INPUT: DC:-40.5V TO-57V WEIGHT W/MOUNT: 33.07 LBS 0 CORE UNIT WEIGHT: 11.0 LBS VOLUME: 3.1416(0625 FT)02 x(2 FT)=2.45 CUBIT FEET I VOLUME: 0.116 CUBIC FEET 19801 SW 72ND AVE. 15.0' TUALATIN,OR 97062 Vendor: 96 4. 151NF125TRUCTURE 8215 SW TUAI ATIN-SHFRWOOD RD. �, ( III © 0ITE 200 IUALATI OR 97062 �I I` • __ 15 PROJECT ID:P-042239 ' ��' r Vendor; .01°1Q-11171-- % ISOMETRIC VIEW 0 11.6" s.—J u u L_ 1 - -'T DRAWN BY;ANW r O (tOl I - - O—o I CHECKED BY: JMM BOTTOM VIEW FR:`,'.I BOTTOM VIEW O RADIO SPECIFICATION O N.T.S. ANTENNA SPECIFICATION N.T.S. SURGE PROTECTION BOX MANUFACTURER: RAYCAP PART NUMBER: RCCAC-1333-PS-240-A WEIGHT: 8 LBS DIMENSIONS(LxWxH): 9.38"x 5.58"x 10.43" VOLUME: (0.781 FT)x(0.557FT)x(0.869 FT)=0.378 CUBIT FEET 0 03/06/19 IO0%CDs 5.58" 'REV1 DATE DESCRIPTION/ ! - - ! 9.38" 5.�.. (Licensor: Ofir •, I'I B9198PE J • Ili % /' $ORE0%ya gyN1. Me i , . ill D a �I [p Unix.,..,,,rtxWgn A.1..11., W` •REGSTERED EMGOfOR1-4Ew.XEUMCf N .�<ES� OfO ' • ' _ AT&T She ID: I 1 • , 41MEN CRAN_RWOR_TGARD_002H 16448-002 SIDE VIEW FRONT VIEW M40 GLANDS CAN BE 10031 SW CASCADE AVE. • _ REPLACED BY 1-1/4"NPT TIGARD,OR 97223 — CONDUIT FITTINGS ' ♦—�___ 7--•� ll •i 78 Sheet Title: Ln . DETAILS N O • Sheet Number: - D- 1 O AC DISCONNECT W/SURGE PROTECTION SPECIFICATION N.T.S. BOTTOM VIEW 0 NOT USED N.T.S. ` J PREPARED FOR MANUFACTURER:SHAKESPEARE(A VALMONT BRAND) 'STANDARD LENGTH=54".CUSTOM LENGTHS AVAILABLE. WEIGHT OF STANDARD UNIT:72 lbs -. SERIES DUTY POLE SECTION _ AT&T S STD SQUARE 5"x 5" POLE TOP ANTENNA MOUNT BRACKET SHAKESPEARE TUFF POLE EXTENSION ORDERING MODEL DIAGRAM: H HD SQUARE 5"x 5" MANUFACTURER:COMMSCOPE X XHD SQUARE 5'x5" 19801 SW 72ND AVE. MODEL:SCPTW TUALATIN,OR 97062 Color: R XHD ROUND(TAPERED) 1=Black BILL OF MATERIALS 2=Groy Vendor. , Pole Top 5=Dark bronze Extension 9-Custom(specify) ITEM PART NO. DESCRIPTION QUANTITY WEIGHT I I NOTES: 1 MTC401215 PLATE.SCPTW.8"-11"POLES,.375INTHICK 1 4.75 LBS f51NFRASTRUCTURE PT I S B - 054 - 5 I C - UI I.CONTRACTOR SHALL ADJUST THE MOUNT 2 MTC401214 CHANNEL.SCPTW.1.5x1.5x36.5.I 1GA 3 5.61 LBS 'T' FOR FIT-UP AS REQUIRED. Series: Attachment Type: Length: Cap Type: Drilling: 2.ALL INSTALLATION INCLUDES RELEVANT 3 GB-03145 3/8"x 1-I/7'GALV.BOLT KIT 6 0.07 LBS 8215SWTUALTIN-SIIERWOOD RD. S=Std Square B=Bolt Type Clamp (inches) C=Cap only UD=Undriled ATTACHMENTS TO THE STRUCTURE SHALL BE 4 MTC401211 UNIVERSAL MOUNT ANTENNA 1 3.27 LBS SUITE200 S=Std Square C=HD Clamp 048=48' 6=3/4"Threads XX=Special Drilling IN ACCORD WITH THE REQUIREMENTS SET TUALATIN,OR 97062 X=XHD Square 054=54" 8=1"Threads (specify) BY THE MANUFACTURER. 5 MTC401218 MOUNT PANEL/CANISTER ANTENNA(NOT USED) R=Round 060=6W 6 GWF-03 3/8'x I-1/2"GALV.BOLT KIT 12 0.01 LBS Js raaecno:en02239 072=77' 084 84" Vendor. , 096=96" NOTES: 108=108" 1.CONTRACTOR SHALL ADJUST THE MOUNT 120=120" FOR FIT-UP AS REQUIRED. 2 ALL INSTALLATION INCLUDES RELEVANT ATTACHMENTS TO THE STRUCTURE SHALL BE TOP CAP .46 IN ACCORD WITH THE REQUIREMENTS SET BY THE MANUFACTURER. 0 DRAWN BY: ANW CHECKED BY: JMM w O /FIBERGLASS REINFORCED �\ POLE DIA COMPOSITE TUFF-POLE rc O 0 .—�I RANGE 8-10" FILLED WITH STRUCTURAL f �, r S FOAM AND DRILLED TOD EO O �10�611] �i�� . COSTUMER SPECS o la III w �v 6 V -'I' 00 g�� u (� D� J —i 4.2[106.4] 73/8" _- 0 03/06/19 100%CDs e' ,'�'�I REV DATE DESCRIPTION LAl � 1111 'Licensor: STEEL TUBE i Y° 0P. �C. BONDED TO POLE I' I ipl• O I r CPA i'4 8B198PE II II O ' It -Ti ♦ 13/16"DIA. 4 II , Zo " x 0 I V o 111�20 HOLE(2) 4�- GALVANIZED STEEL ` \ ♦ ,� _IF ADJUSTER BOLT `,r (SUPPLIED) m-I. i; O I I 0 o OI ♦ r I nvoumM:o r�EEu� weii,p,..®c. we.Ev ...,aM0 IN. 1�5.4] . 1� oS'I1tuma,50.,,,5 Q 11 37930.3] GALVANIZED STEEL 19 0 D I AT&T Site ID: El 11 BRACKET n O I .229.5] — ... I I I p D I CRAN_RWOR_TGA RD_002H 1 10031 16448-002 SW CASCADE AVE. 13716"x I I/4" -r, I O I f 0 o I I TIGARD,OR 97223 SLOT(2) 4r— ♦ Sheet Title: 1 l 6"TO 10' DETAILS • Sheet Number OSHAKESPEARE POLE TOP EXTENSION DETAIL O ANTENNA MOUNT ATTACHMENT DETAIL Di N.T.S. N.T.S. PREPARED FOR BILL OF MATERIALS �-- NOTES: TOTAL SHIP WT=8.3# 1.CONTRACTOR SHALL ADJUST THE MOUNT ‘� FOR FIT-UP AS REQUIRED. AT&T SHIP MARK SHIP MARK QTY. DESCRIPTION LENGTH REMARKS BLACK WT 2.ALL INSTALLATION INCLUDES RELEVANT ATTACHMENTS TO THE STRUCTURE SHALL BE AT-WP-OMNI-UMB-1 - 1 RADIO MOUNTING BRACKET 0.-87/8" BURN/FORM 2.5 IN ACCORD WITH THE REQUIREMENTS SET HARDWARE BY THE MANUFACTURER. 19801 SW 72ND AVE. TUALATN.OR 9-342 - N/A 4 01/4"GALV.LAG BOLT 0'-6" - - N/A 8 01/4"GALV.NUT - - - N/A 8 01/4"LOCK WASHER - - - Vendor: - BG-14-150 4 01/4'GALV.BOLT G5 0'-I 1/7' - - - NG-I4 4 01/4"GALV.NUT - - - 151NFRASTRUCTURE - WFG-14 4 01/4"FLAT WASHER - - - - WLG-I4 4 01/4"LOCK WASHER - - - 17 UNISTRUT STAND-OFF 8215SW MAIATIN-SFERWOOD RD. AT 4-0"O,C. SUITE 200 ASSEMBLY,BY OTHERS TUALAIIN,OR 97062 NOTES: 15 PROJECT D:P-042239 1.CONTRACTOR SHALL ADJUST THE MOUNT ` (P)4"COAX CONDUIT FOR FIT-UP AS REQUIRED. \ Vendor: 2.AU.INSTALLATION INCLUDES RELEVANT T ATTACHMENTS TO THE STRUCTURE SHALL BE IN ACCORD WITH THE REQUIREMENTS SET \ \• \\ \ \\ \ BY THE MANUFACTURER. \. I \ I \\ ,:1 '.\ ,\ \\ UNISTRUT CONDUIT CLAMP ; H v Av A AV A \` \ \\ .1 \,, \ (P)2"FIBER CONDUIT DRAWN BY: ANW (E)UTILITY POLE 1V CHECKED BY: JMM ,'` \'I\ • �- (P)2"POWER CONDUIT A \ \ 6,.CLR. 1/4"LAG BOLT,(3)AT EA. i \\ ? \ \ - 01/4 tT/7t 4"G5 STAND-OFF ASSEMBLY ,\ \ \ \ 1" NUT/LW/FW MIN. 01/4't6"LAG BOLT \ ll 14 PLCS] 'y 2NUT/2LW )4 PLCS] 1�,,1,,,..10' �) N1 ELEVATION VIEW 0)i:: ,, R1>JJ, �1,,�,,1��1, , ) . 0 03/06/19 100%CDs 01 4) REV i DATE DESCRIPTION !!0 I. �� Licensor: _ ��4 �� UNISTRUT CONDUIT CLAMP J E' 1 tl ::::::::oo\o, r ��`- I'4 89198PE/,,1,14 ' /. iL \ /' 2giECAN 1aA\�� E)U LITY POLE / ram _ (P)4"COAX CONDUIT 4?13.1'ILI .-- _-- , umnimr . IMIDEMZEII IP)2"0 FIBER CONDUIT FKRAMM -3 N. UNISTRUT CONDUIT CLAMP n` A.NAT:km H,c0 ,,,,,.0.�{� _ (P)2"0 POWER CONDUIT now. ^ AT6T Sire ID: 1'J, PLAN VIEW 17'UNISTRUT STAND-OFF1 PROPOSED POLE AT4'-0"O.C. I lib�� 1/4"LAG BOLT.(3)AT EA. ASSEMBLY,BY OTHERS EXTENSIONC RAN_R W O R_TGA RD_002H STAND-OFF ASSEMBLY 1 6 44 8-002 10031 SW CASCADE AVE. TIGARD,OR 97223 Sheet Title: DETAILS .-J -N Sheet Number: O RADIO MOUNT DETAIL O N T.S CONDUIT CONNECTION DETAIL D- N.T.S. \ MANUFACTURER:COMMSCOPE SSC-760238852 MEFROCELL RADIO CONCEALMENT ENCLOSURE PREPARED FOR NOTES: ITEM NO. PART NUMBER DESCRIPTION OTY. MANUFACTURER: COMMSCOPEPART NUMBER: SSC-760236114 1.CONTRACTOR SHALL ADJUST THE MOUNT ENCLOSURE MOUNT BRACKET DESCRIPTION: PICO RADIO SOLUTION '41Jii FOR FIT-UP AS REQUIRED. 1 MTM101101 WELDMENT 1 '� AT&T 2.ALL INSTALLATION INCLUDES RELEVANT WEIGHT FULLY LOADED:8033S ��/ ATTACHMENTS TO THE STRUCTURE SHALL BE 2 MT-382-14 5/8"X 14"GALV THREADED ROD 2 VOLUME: (3.333 FT)X(7.333 FT(x(1 FTC=4.442 CUBIT FEET IN ACCORD WITH THE REQUIREMENTS SET 3 SW-58 BACKING PLATE 2.S'%2.5' 2 BY THE MANUFACTURER. W/I I/I6"HOLE T 4 GWF-05 5/8"GALV FLAT WASHER 4 SHOWN MOUNTED AN 8"POLE BOTTOM VIEW CLAMP.STRAP,AND HRU 801T OPTIONS 19801 SW 72ND AVE. 5 GWL-05 5/8"GALV LOCK WASHER 4 TUALATIN,OR 97062 6 GN-05 5/8'GALV HEX NUT 4 WSHR,FLAT,M10,10S 2 X20X1.205ST,PA 0(3)T KNOCKOUT FOR CABLE ENTRY/EXIT I I 7 100521-1W SS (CROSS CUT RUBBER GROMMETS INCLUDED) I (2)I-1/4"TRADE SIZE Venda: 8 100522-37 WSHR,LK,SPU,MOO,SST,PASS 2 °III 0 .;: KNOCKOUTS 9 100534-13 SCR,HCS,HE%,MIO%2OSST,PASS 2 O; S 0 FULLY VENTILATED WITH GR487 COMPLIANT III TAMPER RESISTANT MIOSCREWS �CJINFRASTRUCTURE 10 SWF-03 3/8"SS FLAT WASHER 1 }I _!I PERF PATTERNS R A E T R ' " 11 SWL-03 3/8"SS LOCK WASHER 1 l' 4='-' i, 12 GB-03125 3/8'X I-I/4"GALV BOLT KIT 1 I { j j 1.I 0 8215 SW TUALATIN-SIIERWOOD RD, SUITE 200 116 1 TUALATIN,OR 97062 TOP VIEW IT 1 JS PROTECT 9P.047239 To Vendor. ,1I_ "MAW 03'KNOCKOUT FOR RF / --" UNIVERSAL POLE CABLE ROUTING OPTIONS \\ MOUNT BRACKET Rol ry III ICII.y _ _ mi S0 O4X TAMPER RESISTANT 0(2)I"TRADE SIZE KNOCKOUT LATCH WITH PADLOCK I-11 1' NwNNR.I (4)07'KNOCKOUTS FOR �j��'_ ©4X MASP NCI - CABLE ENTRY/EXIT B_ DRAWN BY ANW O4X 1•I ull*di m CHECKED BY: JMM C. 0 FROM VIEW SIDE VIEW REARVIEW -_-- 2X I OEQUIPMENT ENCLOSURE SPECIFICATION N.T.S. I 416 a .41 4 3 b 2 I 1 ' — \ 000,0 _:I, U NOTES. .�.n� ....,.,.. .. „�.��. __— PPPrrr% a1 ALL TUBEMETRIC CRITICAL TO QUALITY L N BRACKETS ®� 3. EATURESCRITICAL HI OPENN SD INDICATED61 AN OVAL J ® 3.WELDING WORKMANSHIP PER ANIS DI 1,TABLE 61 1.FINISH:PAINTED.-A SUFFIX ON PRODUCT PART NUMBER REPRESENTS SPECIFIC COLOR ANDICR FINISH REFER TO ME TRICK L PRODUCT D FINISH SPECIFICATION M1M1006 FOR SPECIFIC REQUIREMENTS. D 5.CHASE THREAD AFTER GALVANIZED I 6.125I CHASE THREAD AFTER GALVANIZED 4 11 0 103/06/19I 100%CDs 12 ///� �I 0 REV) DATE I DESCRIPTION, R.. 11 O Licenses: 11 wood POLE: _ �' / /-M 9(5814] I — 11 0 10 0 �8.625'0 TO 12"0 I /` 368�G66.0] Eq�� O ® I= .. /1 1I D r. aslsaPE E II_� ��.� n I za.l1s5sa] yI c �II I ' 4y 13,1.' 31/20 ENCLOSURE MOUNT BRACKET ill " III / 3 SGNEI`I ':IT 24313.1] EGIIIMIESSII E KARMA.SS -fl © (17.35(040.7]) 11 ® \ Our OR0REGISI0Eo oDIRECT APERAPox PA 4. Q II ( illi1 ApD] AT&T Site ID: N 1 a,Q, C Y11TL:FPS.1p14.E4] B C \\ °188► 6PIACEs ® U CRAN_RWOR TGARD_002H � 16448-002 2X 2X 2X �� ! IIII aW D] (em[1u4) COMMSCOPE,INC.OF NORTH CAROLINA _ 10031 SW CASCADE AVE. 9 8 7 /` ' �� "'�5 ,«o., ' a ""'°""'s NN�I TIGARD,OR 97223 O O \\�\_��_\�\_\_\� j \ IRS w,1] 004 12 .a". 45.0 BEE NOTE ASS ,M EI T 010125E] `i{[ ""` ""' Sheet tine: A Wn O 11 M HN N ENCLOSURE MOUNT BRACKET INILIMINT A PARIPUMPER [ASCRIPTION . .DIEM M pit: ' DETAILS TIE I MIMIDIIOI ExuolaN POLENACRET I M 1Q��!: TP OViTnE 1;4 RrRln�Sl eEMeR 2 WMIDIIM SUPPORT STAIDOII i m' 1000028500 RaN. 3 MIMIDIIW POLEMOUM WAS 4 WWI TERORS3.115N.M I E �RCw=0BNAUDMI .mx C . E/ l Iw-r I In' Sheet Number 6 I 3 Q 2 1 O ENCLOSURE POLE MOUNT 6"STANDOFF ASSEMBLY 3 O 611BQBOWRE MOUNT BRACKET N.T.S. D-4 N.T.S. 2 PREPARED FOR As required in Off typical sections AT&T CURB JOINT Street Street of construction SEE STDL."- _ DETAIL NO. 146 plans 5' MtN. SEE NOTE 5 ROW Area 19801 SW 72ND AVE, 1 T—cut (see NA ATIN,OR 97062 zx Surfacing "7/7/r note 1) • Vendor: ROAD ` , T Topsoil or as I l—il '— T directed Base Material 1NFRASTUCTURE t 2" OF 3/4"-0" BASEROCK - Y = SUITE 8215 SW TuAIATIN-SHPRWOOD RD. COMPACTED SUBGRADE 0 U 4 TUALATIN,oR9%o6z o O a � CC U Q N O E , J5 PROJECT D.P-042239 CO > -D 0 Venda: SIDEWALK ADJACENT TO CURB aZ -,_c 0 o po D ;� J o - E x 4- w U v c PLANTER 5' MIN. ROW 1 T OO a2 STRIP �' I i•. t N a E N -...—.2% jo ROAD .. -x • . . ...n 11?3 Z J o _ N U �S o - - _ Imo' �� •- aJ 0 - _ c v c • I 1=11 I'I-11 • " a O L a) e- DRAWN BY:ANW CV a 3 N CHECKED BY: JMM 2" OF 3/4"-O" O r-. ci rn BASEROCK .0 O�� U Q COMPACTED SUBGRADE Q I 0 a SIDEWALK AWAY FROM CURB 6" Min bedding 6" 6" below outside of6.7 KEIL1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. pipe bell 3/4" — 0" MIN FMIN crushed aggregate '`' 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. t I 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT I3! y. '' IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND ► // /// PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 2' Min Trench \\/\ice\y \\ii/ SPACING NOT TO EXCEED 45 FEET. . - \\//v\\\ \\� 0 03/06/19 100%CDs foundation \ E T REV�, DATE i DESCRIPTION 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, stabilization THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. if required Lice MOP: , 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED I . 89198PE1 li OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. NOTE: Qsr `P 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 3 31�20 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED 2. JOINTS TO BE TACK AND SANDED. OVER PIPE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. .,,ate„"..o Go;oo� um�,,...�. 7. CONCRETE SHALI. HAVE A MED'.UM BROOM FINISH AND TROWELED ON ALL FOUR SIDES o AT&T Site ID: 1.m ISI' I1< ui, '��RY: NO SCALE [t 11 LKI Ttc iHP ',PROVED NO SCALE uNnn 1, MICHAEL A. STONE. P.E. CONCRETE I'KD(A'� MICHAEL A. STONE, P.E. 1'NGINLGRING DIVISION �.MOW DWG. NO. ENGIkliuttM weISiUN TRENCH D . NO. II IM WORK,nl1AR rNIEN I'pi. Pueuc WORK,m rnRrur.vr air MEWCRAN.RWOR_TGARD_002H UI23 S.W.FlALLBLVD. 120 ❑125 S.W.MALL RIND. BACKFILL 80 TIGARD -noARn.ORr:GON 9!223 JANUARY 2013 SIDEWALK L TIGARD,OREGON 97223 JANUARY 2013 BACKFILL 16448-002 1IGAR I VOICE:1w356JY1n1 �(�[�LD vo1 R:(w3)639401 FAX:003)NU-7297 APPROVAL DAIL FAX:(501168•-7297 APPROVAL OM 10031 SW CASCADE AVE. TIGARD,OR 97223 Sheet Title: DETAILS Sheet Number: 0 CONCRETE SIDEWALK DETAIL 0 TRENCH BACKFILL DETAIL D5 NJ, N-.5. PREPARED FOR 5, r r SAT&T - - , .__ 19801 SW 72ND AVE. TUALATIN.OR 97062 NOTICEA Vendor. • 151NFRSTRUCT4RE ))) 8215 SW IUA SHFRWOOD RD SUITE SUITE 200 TUAL ATIN.OR 97062 u PROJECT Io:Fa2239 AVAILABLE FROM EXCEL SIGN AND DECAL: ^ Vendor: https://www.weoeedsIgns.com/product.php?productid=171904&cat=1135&page=1 CUCK ON AT&T PH:510-651-0445 ON THIS POLE: RADIO FREQUENCY FIELDS NEAR SOME ? NO1-DC-16 rx6"NOTICE DECAL ANTENNAS MAY EXCEED FCC RULES FOR t "FOR 1 FOOT DISTANCE'VYVYL DECAL WITH ADHESIVE BACKING HUMAN EXPOSURE I ORDER COMES IN A PACK PP 25. PERSONNEL CUMBING THIS TOWER TRD ORKING FREQUENCYSHOULDBE ENVIRONAINE FOR MENTSW AND USE A RADIO z PERSONAL RF MONITORING IF WORKING NEAR NW g 010 R Fenerg a DY thus device IIII r xceed the FCC 8 ACTIVE ANTENNAS DRAWED BY. JMM U e, a n _ '.. w . _aSL 1 loot ,r a.1 e.= , ' • IN ACCOP,DANCEWIIHFEDERALCOMMUMCABONCOMMISAON CHECKED A - `RULES DE RADIO FREQUENCY EMISSIONS 47 CFR 113BIIBi i (60 -- PLACE THREE NOTICE STICKER EQUALLY SPACED AROUND THE BOTTOM OF THE ANTENNA RADOME r S' 1. RF WARNING NOTICE SIGN AT ANTENNA REENTER I.D.NUMBER SHOWN IS FOR �EXAMPLE PURPOSES ONLY.THE APPROPRIATE ' 13 DIGITS REENTER I NODE ID.SHALL BE INDICATE AT EACH NODE 0 03/06/19 100%CDs 000 REV DATE DESCRIPTION NETWORK OPERATION Licensor: ryf�ili CONTROL CENTER(NOC) ,.%P' ' , NODE NUMBER SHOWN LS FOR EXAMPLE L� MOPE/ 1-800-264-6620 PURPOSES ONLY.THE APPROPRIATE NODE I.D. Vq- SHALL BE INDICATED AT EACH NODE NODE ID#12 - °jgORFGp`' r THIS SITE IS COMPLIANT WITH FCC RULES k FOR BOTH OCCUPATION AND CONTROLLED EMEMEZEal AND GENERAL ROB C OR NOTES: `SITE NAME SHOWN FOR EXAMPLE -IXdF1YCPfnY IN.mAE Pwum.rwrP.wmev AT&T TGARD_002-/ NAME ESHOWPURPOSES ONLY. ISFOEATEAC SITE 1.WARNINGSIGNSTOBEMOUNTED.IN o.wox..o. nu.�aw..nP.i. [MY xUSIBM a News of I NAME SHALL BE INDICATE AT EACH SITE VIEW,ON EQUIPMENT ENCLOSURE ON THE STAY BACK A MINIMUM OF 4 FEET SAME SIDE AS THE DISCONNECT. FROM ANY ACTIVE ANTENNA 2.WARNING SIGNS TO BE INSTALL PER AT&T Site ID: MANUFACTURES SPECIFICATIONS AND FCC. 1 800 638 2822 SIGNS ALLOWED BYTONLYW REQUIREDR.NOBY TO DEACTIVATE ANTENNA CALL LAW OR BY THE POLE OWNER.NO THE N.O.PHONE NUMBER BEFORE ADDITIONAL SIGNAGE WILL BE POSTED. OPERATING DISCONNECT CRAN_RWOR TGARD_002H U S I D: 192355 USID NUMBER SHOWN IS FOR AMPLE —PURPOSESONSHRE APPROPRIATE USID 16448-002 NUMBER SHALL BE INDICATE AT EACH SITE — • 10031 SW TIGARD,OR 9D23 AVE. Sheet Tile: IDENTIFICATION SIGN AT DISCONNECT RF WARNING NOTICE SIGNS AT EQUIPMENT ENCLOSURE DETAILS Sheet Number: RF1 RF WARNING SIGNS 24936 SALE. NUS 1 PREPARED FOR 11 THIS DOES NOT CONSTITUTES AS A ONE LINE DIAGRAM.POWER DESIGN AND ONE LINE DIAGRAM TO BE FINALIZED WITH POWER PROVIDER AND ELECTRICAL ENGINEER. AT&T 19801 SW 72ND AVE. TUALATIN,OR 97062 J Vendor: 'jSINNokia Pico Location FRASTRUCTURE Comvoretry,tge Dee, tTCPi.gent vcp 17 ,Yvon 40f7 30A 8215SW TUALATIN-SHERWOOD RD. MAXPOWER LINE SUITE 200 TUALATN,OR 97062 E-ror. Viltli T Bard Artterr a C/ 15 PROJECT ID P-042239 x :V•t4Tlt1110011405 \ Vendor: • IngW AnlpnnMr'a M ' III 6410THHN/THWWVW-I X TYPE TC-ER DC CABLE P1a1>:halo 3rld(:2GH21+I Parts Ht;i•liar9(SGH.' SURGE SUPPRESSOR X X >tt x Murnata P-aducto suppertlr>;)low ban anc+os 3 5 GHz XXX Huh Card ,t..rs;r. � ltds4,d (1(6-#IO THHN/THWN/VW-1 POLE MOUNTED TYPE TC-ER DC CABLE TO -A,' _ PC SAWS roan Band :ambivr STREET LAMP STREET LAMP DRAWN BY:ANW - CHECKED BY: JMM ; Ita; fl��L 1N1 RRH RRH RRH RRH 4'3:dt 4.ISwe u cvc No'o NW* °Hors: ` / e2s se£. O -RRt}1 4T4r.Ar3cale Vito 825+Pai n emu' — as_ 1 -RRIi•2 4T4S ArSc-ale Vlctu 9Ofa/A1 5 I u v •RRI-1•3 2T Arr5;alt Irlwra 84$.T.O-L'LAA RAYCAP -A(.GCW?T Mnr1GtP5 DISCONNECT/SURGE SUPPRESSOR -cpW Chari rot suppereC'Maly for ArSxale - (will iool; dolcatodCPRI for ea:r)Radio) TYPE TC-ER DC CABLE TO RRH 4 AMP BREAKER- - 0 03/06/19 100%CDs REV DATE DESCRIPTION METAL OXIDE T r oz-SWITCH Licensor:METAL OR(T(P.( YYrr ittlii 89198PEI . . O dREGON,e L.OSITlU[c10r1 Refill 111MMnt•. 3, e E Fibers F ronthaul'cowed NEUTRAL BUS BAR l Ay 1 •• 3 yl/p0 GROUND BUS BAR +. T RLnA.V.,RRAARFD R. wP1LSONSAur RxDRm n14A HE II t NE 4 AT&T Site ID: AC Source CRAN_RWOR_TGARD_002H+ . -1 I4 ii q ; 16448.002 '.: fQ1l HJ:3 10031 SW CASCADE AVE. TIGARD,OR 97223 Sheet Title: PLUMBING DIAGRAM 8 DC POWER SCHEMATIC Sheet Number: E-1 PLUMBING DIAGRAM 24"")3E'SE.-=NTS 2 DC POWER SCHEMATIC 24'x3fi. SCALE NTS 1 i PREPARED FOR #6 AWG TO ANTENNA AT&T GROUNDS AND EQUIPMENT GROUNDS 1. ALL METALLIC PARTS OF THE INSTALLATION ON THE POLE SHALL BE 19801SW 72ND AVE. BONDED TOGETHER AND GROUNDED . TUAIATIN,OR 97062 2. A COPPER GROUND WIRE, #6 AWS MINIMUM SIZE SHALL BE INSTALLED FROM THE BASE OR FEEDLINE CONNECTION POINT OF THE ANTENNA TO GROUND A GROUND ROAD AT THE BASE OF THE POLE AND BE ADJACENT TO BAR vendor: THE ANTENNA FEEDLINE CONDUIT. THE GROUND WIRE SHALL BE PERMANENTLY CONNECTED TO THE GROUND ROD CRIMPED '6' INFRASTRUCTURE 3. WHERE A PGE NEUTRAL CONDUCTOR EXISTS, THE GROUND WIRE SHALL ' , ' ' ' ' CONNECTORBE PERMANENTLY BONDED TO THE PGE NEUTRAL CONDUCTOR AT THENEUTRAL CONDUCTOR LEVEL BY. PGE CREWS ( ® O © O ©4. A GROUND ROD, B FEET MINIMUM IN LENGTH SHALL BE INSTALLED , 8215 SW TUALATIN-SHERWOOD RD. (WHERE NO PGE GROUND ROD & INTACT GROUND WIRE EXISTS) AT THE © Qo Q 0 O —firrfogi �/ CRIMPED 'C' SUITE 200 BASE OF THE POLE. THIS INSTALLATION SHALL MEET OR EXCEED THE �r 0 CONNECTOR TUALAIIN.OR 97062 REQUIREMENTS OF CONSTRUCTION GUIDELINE D16-2. OO * I 1/16" QO 5. THE GROUND WIRE SHALL BE COVERED BY A PROTECTIVE MOLDING FOR E ITS ENTIRE LENGTH ON THE POLE EXCEPT AT THE POINT WHERE IT E � uPROIKiID:PMY139 0 MUST BE EXPOSED FOR BONDING TO THE PGE NEUTRAL `i-) ' Vendor: I 6. THE PGE AND COMMUNICATION GROUND RODS SHALL BE BONDED TOGETHER USING COPPER #6 AWG WIRE J 0/fi ITWO HOLE LUG, OR EXOTHERMIC WELD TOBE USED WITH #2 AWG BCW TO GROUND ROD • • GROUNDING NOTES 34'Ix i6' SCALE- I.TS 1 WIRE TO GROUND BAR CONNECTION 24-a35" SCALE NTS 2 C-CRIMP DETAIL 24-S5-SCAP. NTS 3 DRAWN BY: ANW CHECKED BY TAM COAXIAL GROUND KITS W. LDNG BARREL COMPRESSION DOUBLE LUG WITH SIGH HOLE, ATTACH TO GROUND NOTES: BAR & INSTALLED BY ANTENNA CONTRACTOR 1. GROUND WIRE MOLDING SHALL BE INSTALLED OVER THE BARE GROUND WIRE TO /_ � PROTECT LINE WORKERS, THE WIRE, AND THE PUBLIC. EXTEND PLASTIC MOLDING AT �( T `^ N.„.,..._,__. LEAST TW0 INCHES BELOW GRADE. ��fi `� , Y� 2. THE GROUND WIRE SHALL BE IN ONE CONTINUOUS LENGTH. INSERT GROUND WIRE 6" MAX { FROM THE BOTTOM OF THE GROUND CLAMP AND BOND OVER CLAMP BEFORE `;$ TIGHTENING. CONNECT TD SECONDARY OR SERVICE NEUTRAL ON THE POLE. PLACE 0 0 0 o o'o 0 0 0 0 0 o 0 0 o o GROUND WIRE ON POLE BETWEEN FACE (NOTCH SIDE) AND SERVICE NEUTRAL. TYPE SS TYPE PT TYPE GL 0 0 0 0 0 0 0 0 0 o o o o coo 3. DROVE GROUND ROD IN FORM UNDISTURBED EARTH ® ® 4. REFERENCE OF POE STD t 0000000000000000• 0#2 SOLID oBARE TINNED 0� COPPER GROUND BAR 0 03/06/19 100°h CDs COPPER WIRE (TYP.) o INSTALLED BY GENERAL CONNECT TO REV DATE DESCRIPTION CONTRACTOR SECONDARY OR NOTES: SERVICE NEUTRAL #1* v l Vtie 0 Licensor: 1. COAT ALL MECHANICAL CONNECTION WITH "N00X" OR APPROVED EQUAL \°- II • P��`�� 2. ALL GROUND LOGES TO HAVE INSPECTION WINDOWS SIGHT HOLES 1 2" PLASTIC ., WINDOWS/SIGHT I I'♦ 89196PEMOULDING #2 SOLID BARE TINNED TYPE TA TYPE VN TYPE NC / 4„ORl eCOPPER WIRE (TIP.) �4iW►�3 91720GROUNDING BAR I q GRADE24-.30' SGIE:NTS ��1 II— wl OF ITT 5Y0E EXISTING PGE -Fli T• [R1! !•,•!lII).. rid. O1OiGpfwUTILITY POLE 11fi'i11F' ��04 ....... „R.CFRIF,MOT MESE KAP WEIS 1.1.1.0 BYWOODEN POLE'IllAT&T S e ID: EXISTING PGE �� GROUND UTILITY POLE W/ �VERHEAD DROP ROD CLAMP TYPE W TYPE VS TYPE VB CRAN_RWOR_TGARD.002H TRANSFORMER - -- (3 #3/0) 2"C GROUND ROD, 16448-002 5/8"0 X B' LONG NEW SMALL CELL '' (F EGONOT R QUIREGROUND `� 10031 SW CASCADE AVE. ROD IS PRESENT) lit ``, TIGARD,OR 97223 EQUIPMENT CABINET \ c, �^ NEW DISCONNECT \ h ,�� MOUNTED BELOW 1111 �,, SMALL CELL Sheet Title: CABINET GRADE GROUNDING DETAILS GROUND ROD TYPE GT _PE GY TYPF CR -_ Sheet Number: G-1 OVERHEAD POWER DIAGRAM (TYP.) 24•x36"SCALE: Ws 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS 24-. T. SSAL N.L 6 CARDWELD DETAILS 24'o36"SCALE: NTS 7 PREPARED FOR AT&T LEGEND 19801 SW 72ND AVE. • - - TUALATIN,OR 97062 au MASTER GROUND BAR Vendor: A CADWELD • MECHANICAL CONNECTION 1 P5IN F♦RAS lTR xU RCTU aRE 8215 SW TUALATIN-SHERWOOD RD. — -- #2 COPPER-TINNED BARE WIRE. SUITE 200 ADD 1/2'WIRE COVER ON THE TIALATIN,OR 97062 BOTTOM 12 FT.MIN.36"BELOW . GRADE OR 6"BELOW FROST LINE l5 PROJECT 0,P042239 ANTENNA PER PLAN,[TYPE Vendor: • Imo II I NEW ANTENNA MOUNT I■I THRU-BOLT CONNECTION TO LAA-#6 GREEN STRANDED TO DRAWN BY: ANW CHANNEL,3/8"DOUBLE LUG THRU-BOLT CONNECTION,DOUBLE LUG CHECKED BY: JMM I `#2 COPPER-TINNED,BARE WIRE.ADD 1/7' 1 WIRE COVER ON THE BOTTOM 12 FT. 1 1 i MASTER GROUND BAR 1 (MGB)INSIDE ENCLOSURE 1 EQUIPMENT ENCLOSURE PER PLAN.(TYP) 0 03/06/19 100%CDs REV DATE DESCRIPTION DISCONNECT PER PLAN.(TYP) #2 GREEN STRANDED TO#2 SOLID1111 1 Licensor: , 1 vv I #2 GREEN STRANDED TO#2 SOLID 1;a 8B19RPE 9DRiHi7N.a ii 39T/10 WOOD POLE .cwnrm.r.urzr>i.xwraxere.em.. ax.REaSf� MOO 114H401 a1.1a GRADE ` AT&T Site ID'. 11, PER ATM GROUND ROD TO BE AS CLOSE AS POSSIBLE TO THE POLE CRAN_RWOR_TGARD_002H (N) GROUND ROD 8'IN LENGTH (MIN) 16448.002 10031 SW CASCADE AVE. TIGARD,OR 97223 Sheet Title: TYPICAL GROUNDING DIAGRAM Sheet Number. G-2 NOT USED TYPICAL GROUNDING DIAGRAM 24',,36'SCALE. NTS 1 at&t PHOTO SIMULATION FOR NEW SMALL CELL SITE LOCATED AT: 10031 SW CASCADE AVE I TIGARD, OR 97223 SITE ID : CRAN RWOR TGARD 002 N. .,� ''. I.. 6 . 1 . 1 I (-, ! 18°41 I ( �` SITE DESCRIPTION: 02,,,, ......................„............... ` - ~---. : �'�_ ^ NEW SMALL CELL SITE ;•� _ �, WITHIN EXISTING RIGHT OF WAY , ----'---:''''''' __- ___ _ VIEWS: 2 r SHEET INDEX 7.......... ;, I SHEET 2: VIEW 1 lo• ' k.i t r t' . '* SHEET 3: VIEW 2+ • k • ri ir A. '4 � , , t lit A , ,, , e , e... 0. �I\ F ... . 4 "If ' --71(- ,,,, .0 :Ito a ,,, : VICINITY MAP , 2020 Google PREVIEW DATE:0320.20 SHEET: I / 3 Photo Simulation By: Photo Simulation Site ID: GRAN_RWOR_TGARD_002 Tangent This photographic simulation is intended as a visual ' is I85 NFRASTRUCTURE SITE TYPE: EXISTING WOOD LIGHT POLE representation only and is not to be used for construction P A R T N E R S 10031 SW CASCADE AVE 1,1 purposes. Accuracy of photo simulation is based on information 949-590-4900 www.tangent.systems provided by project applicant. TIGARD, OR 97223 �\ :i 1 OP.' ....._ '''''....„.,,, , I 4c 8 y .t ` ••• 4, -. •'‘ 4,•;.•:4. ', t f .!.. .., ', ., ( 4 - f I • Wel 1. ili% llra ''''' -'31 , _ 41. . .. A' sr EXISTING VIEW PROPOSED VIEW DATE:03.20.20 VIEW 1 -LOOKING WEST FROM SW CASCADE AVE SHEET: 2 / 3 Photo Simulation By: Photo Simulation Site ID: CRAN_RWOR_TGARD_002 Tang Thisphotographic simulation is intended as a visual SITE TYPE: EXISTING WOOD LIGHT POLE e n fi representation ntation only and is not to be used for construction is INFRASTRUCTURE SYSTEMS purposes. Accuracy of photo simulation is based on information P A R TNER 5 10031 SW CASCADE AVE 949-590-4900 www.tangent.systems provided by project applicant. TIGARD, OR 97223 o.. riimmo w �. . ,. N. a ; ' 011C .-f! . a - t. .. .irirll""Illnilli'' ':, _,,,,,.:;' .r , um 41cf_ a .,R EXISTING VIEW PROPOSED VIEW DATE 03.20.20 VIEW 2-LOOKING SOUTHWEST FROM SW CASCADE AVE SHEET: 3 / 3 Photo Simulation By: Photo Simulation Site ID: CRAN RWOR TGARD 002 Tangent This photographic simulation is intended as a visual SITE TYPE: EXISTING WOOD LIGHT POLE ., representation only and is not to be used for construction )5 N F R A ST R U C T U R E SYSTEMS T E M S purposes. Accuracy of photo simulation is based on information P A R T NER S 10031 SW CASCADE AVE 949-590-4900 I www.tangent.systems provided by project applicant. TIGARD, OR 97223 Portland, OR : Comparative Coverage - Band 2 Node 16448-002 The comparative LTE: RSRP coverage map over the focus zone is provided below as an illustration. All the other coverage maps (RSRQ, dominance, etc.) are directly viewable in Atoll (with more detail) or can be provided as a snapshot similar to the illustration below upon request. RSRP(Before) RSRP(After) x - m• it " t t u x i+ .arc . t� Y .• F .. . - 4 .. ' q. If , ' -A- • s. � 4.....,; ` a . ..v:8. i '� irf , t ,- a ' ti 1 .2 i'!.rt: r , ry'9x • . 1 e . :�" F-T• �iJ" • is 1 Ott,•K6 rf e ! 4 ,x *� ✓.riq _ rr rf •_ �,�r. ,et e Y x 'we: ►,�s n • r..„ *' ;" _ is•.end n �.. it. ( ' . 0 LTE:RSRP(08m) el -.. r ,, *, Best RSRP(RS EPREI Level(dBm)>=-90 S` ' ,t;, f Best RSPP(RS EPRE)level(dBm) •••9B j - - - - — Best RSRP IRS EPREI level(d6m1>=-103 Best RSRP(RS EPRE;Level(dem)>=-1d8 MI Best RSPP(RS EPRE(level(dBmi ,• 113 •Best RSRP(RS EPREk Level(dBmi>=-11E `� I.Best RSRP(RS EPRE;Level(dBmi>=-11E `� •Best RSRP(PS EPRE)level(dEml ,-.126 © 2020 AT&T Intellectual Property. All rights reserved. AT&T, Globe logo, Mobilizing Your World andDIRECTV are registered trademarks andservice marks o 0 i d d kfAT&T AT&T Intellectual Property and/or AT&T affiliated companies. All other marks are the property of their respective owners. AT&T On-Site Radio Frequency Safety Survey Report (RFSSR) Site Name: CRAN RWORTGARD002H M-RFSC Name: Piero Rovani FA#: 148I 0886 Site Structure Type: Light Pole USID: 192355 Property Owner: Public ROW Site ID: 16448-002H Property Owner Contact: N/A Address: 10031 SW Cascade Avenue PACE#: MRWOR035324, MRWOR043600, Tigard, Oregon 97223 MRWOR026164, MRWOR026I69 County: Washington Prepared For: AT&T Mobility, LLC Latitude: 45.449333 c/o J5 Infrasturcture Partners Longitude: - 122.785475 2030 Main Street, Suite 200 EBI Project Number: 6220001102 Irvine, CA 92614 x, i z it Report Information: Report Writer: Ian Burk Meter Model/Serial: NBM-550/E-054I Report Date: March 25, 2020 Probe Model/Serial: EA5091 / 1049 Survey Technician: Ronald Domholdt Site Survey Date and Time: March 19, 2020 I pm PST CDs: Stamped ATT_PDX16448-002_100_ CRAN CD REV 0_2020-03-06 RFDS: 16448-002 P-042239 MRWOR030216 Final RFDS Compliance Statement: AT&T Mobility Compliance Statement: Based on the information collected, AT&T Mobility will be Compliant with FCC Rules and Regulations at the nearest walking surface if recommendations in the Compliance Summary are implemented. EBI Consulting A environmental ! engineering ! due diligence AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 TABLE OF CONTENTS 1 .0 EXECUTIVE SUMMARY 1 2.0 SIGNAGE AND MITIGATION PLAN 3 3.0 ANTENNA INVENTORY 4 4.0 SITE PHOTOGRAPHS 5 5.0 ONSITE MEASUREMENTS 8 6.0 WORST-CASE PREDICTIVE MODELING 9 7.0 COMPLIANCE SUMMARY 15 8.0 APPENDICES 16 APPENDIX A: FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS 17 APPENDIX B: AT&T RF EXPOSURE POLICY REQUIREMENTS 20 APPENDIX C: AT&T SIGNAGE AND MITIGATION 21 APPENDIX D: LIMITATIONS 22 APPENDIX E: RoofMasterTM 23 APPENDIX F: CERTIFICATIONS 24 Preparer Certification 26 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD_002H Site USID: 192355 Site FA: 14810886 I 1 .0 EXECUTIVE SUMMARY EnviroBusiness Inc. (dba EBI Consulting) has been contracted by AT&T Mobility, LLC to conduct radio frequency electromagnetic (RF-EME) monitoring and modeling for AT&T Site 16448-002H located at 10031 SW Cascade Avenue in Tigard, Oregon to determine RF-EME exposure levels from proposed AT&T wireless communications equipment at this site. As described in greater detail in Appendix A of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure (MPE) Limits for general public exposures and occupational exposures. This report summarizes the results of RF-EME monitoring and modeling in relation to relevant FCC RF-EME compliance standards for limiting human exposure to RF-EME fields. This document addresses the compliance of AT&T's transmitting facilities independently and in relation to all collocated facilities at the site. I . I SITE SUMMARY Existing Mitigation at the Site: • No existing signs on the light pole. Recommended Mitigation at the Site: • Access Point(s): o To reduce the risk of exposure and/or injury, EBI recommends that access to the light pole or areas associated with the active antenna installation be restricted and secured where possible. o Install 6" x 6" Stonehouse NOTICE signs on opposite sides of the light pole 2 feet below the bottom of the antenna. • Signage at AT&T Mobility Sectors: o A: No Action Required. o B: No Action Required. o C: No Action Required. • Barriers at AT&T Mobility Sectors: o A: No Action Required. o B: No Action Required. o C: No Action Required. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 2 Predictive Modeling Results: The maximum predictive power density generated by the antennas is approximately 6.77 percent of the FCC's general public limit (I .35 percent of the FCC's occupational limit) at the utility line level. At the antenna face level, the maximum predictive power density generated by the antennas is approximately 129.97 percent of the FCC's general public limit (25.994 percent of the FCC's occupational limit). At ground level, the maximum predictive power density generated by the antennas is approximately 0.02 percent of the FCC's general public limit (0.004 percent of the FCC's occupational limit). Onsite Measured Results: EBI conducted a site visit on March 19, 2020. There are no access restrictions to the utility pole as it is located in the public right-of-way. Existing conditions at the site were measured by radiofrequency monitoring. Combining these results with the predictive modeling results for the proposed AT&T antenna resulted in a maximum power density of approximately 4.01 percent of the FCC's general public limit (0.81 percent of the FCC's occupational limit) at ground level. 1 .2 Climate Conditions at Time of On-Site Audit Temperature: 63° Sky Conditions: Sunny Wind Factor: None Precipitation: None AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWORTGARD002H Site USID: 192355 Site FA: 14810886 3 2.0 SIGNAGE AND MITIGATION PLAN ••n•�1 S imaramo • S..• .w-....•. I{t law*.ft/Whom...Va./000w .o••.�_w tee rw..••.�• r..•.•O M •O.�•••• \•.Y.i® w•'n•.•.r...r.rw. •i••••'•••••'Y•• a........►.+..—...�.. •rlb.tim.�..r. nob S• rams ._ i —— v ) LUMINAIRE =28' Install 6" x 6" Stonehouse NOTICE signs on opposite sides yy of the utility pole 2 feet below the r bottom of the antenna. 1 I iI d� 4 ` 111 { I 1R�� 1101 1411 411Carrier Colas Code i • ATT I GROUND LEVEL•0' al' SIGN IDENTIFICATION LEGEND DIM de AT&T NOTICE 2 Sign AT&T CAUTION 2-Rooftop Sign Existing Sign mu Mile ..0611411 ~ AT&T WARNING I B and 2A Signs 'r AT&T CAUTION 2B—Tower Sign Proposed Sign ,mcr Vsav AT&T NOTICE Small Cell Signs " AT&T CAUTION 2C—Parapet Sign I Installed Sign - I — — — I •.� AT&T CAUTION Small Cell Signs — AT&T TRILINGUAL NOTICE Sign AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 4 3.0 ANTENNA INVENTORY .. N .. ^I c a) Tu =E aDOi ab0i ft •• 'V ro Q. 6- y c C W y 1as CIS. ld U -C = �' N ; L T. fC N = C fo il fC Id 7 d C Q 0 ;; 3 = v d o 3 L V c V I— I-Ta ; m a a H a a LL a c a Q 1 ATT ACE ACOM-2F15D-12P R3 OODT 1900 1900 0 0 243 2.0 5 4 7.15 82.80 135.79 1 ATT ACE ACOM-2F15D-12P R3 OODT 2100 2100 0 0 227 2.0 5 4 5.75 59.98 98.37 I ATT ACE ACOM-2F15D-12P R3 OODT 5150 5150 0 0 213 2.0 0.5 2 2.95 1.57 2.58 • Note there is I AT&T antenna at this site. For clarity, the different frequencies for each antenna are entered on separate lines. Ant # NAME X Y Antenna Radiation Z-Height Z-Height Centerline Luminaire Ground I ATT 11.9 11 .1 36.2 7.2 35.2 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 002H Site USID: 192355 Site FA: 14810886 5 4.0 SITE PHOTOGRAPHS The following pages contain site photos from the on-site survey conducted on March 19, 2020. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 6 i V till/ ''l _ •� .! 7 .i it r f iii;W, • ter.- .., s . Preconstruction Overview of Light Pole 4. South Broadcast Direction 1w. _ f�° 1 `� �' ` 'fI • ice �F` I� �.. C ■ i I I r _ � � t• '� si'. ' fl .-� . a fi '1 ✓' .� �aaJ1 . mow. -i'r n l- O 2. North Broadcast Direction 5. West Broadcast Direction -,ma's F:. c+. .. •-. -....4 1,..^•roi G.. %,t1 r• • 3. East Broadcast Direction 6. Nearby Abandoned Building AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 7 03/19/20 t i "'inar- 19f1�Y R 4 e ♦.: 7. Nearby Business 10. Nearby Train Crossing 03l19/2020• 4. yi -_` - • 8. Nearby Businesses II 9. Nearby Business AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 8 5.0 ONSITE MEASUREMENTS EBI performed a ground level RF-EME survey on March 19, 2020. Monitoring was performed using a NBM-550 Electromagnetic Radiation Survey Meter, E-0541 with a EA509I-shaped probe with a frequency range of 300kHz-50 GHz. The meter was last calibrated on 4/26/2019. This meter was programmed to measure the total power density for all electromagnetic radiation within the 300kHz-50GHz frequency range and report the power density as a percent of the FCC's controlled MPE. During this survey, no spatially averaged readings above 0.7969% of the FCC's occupational MPE (3.9845% of the general public MPE) were encountered on any ground surface. This maximum spatially averaged reading was measured at ground level approximately 20 feet north of the light pole, as shown in the monitoring site plan. Please see below for a graphical representation of monitoring locations and readings. N North 3.7360 g 10' 3.9845 20' 2.9360 S 50' 1.7540+g 100' 2.7405 t 200' CASCADE AVENUE Proposed Antenna West • 0.8060 East 1.0065 L& 10' 0.7335 20' UTIUTY LINE-20• 0.8225LID10' 1.4075 g 50' _ _ - 0.9095 20' 1.0646 g 100' 1.8640(60' 2-2405 td 200 2.5370 g 100 3.6235 200 SIDEWALK=IT Carrier Colcr Code South . 6.1i 2.2710 RC 10' 2.0916 g 20' 3.6660 50' 3 6730 100' 3 54604 140 AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 9 6.0 WORST-CASE PREDICTIVE MODELING In accordance with AT&T's RF Exposure policy, EBI performed theoretical modeling using RoofMasterTM software to estimate the worst-case power density at the site utility line level and ground-level resulting from operation of the antennas. For this report, EBI utilized antenna and power data provided by AT&T and compared the resultant worst- case MPE levels to the FCC's occupational/controlled exposure limits outlined in OET Bulletin 65. The assumptions used in the modeling are based upon information collected during the site survey and information provided by AT&T and information gathered from other sources. There are no other wireless carriers with equipment installed at this site. Based on worst-case predictive modeling, there are no modeled exposures on any accessible utility line level and ground walking/working surface related to ATT's proposed antennas that exceed the FCC's occupational and/or general public exposure limits at this site. Modeling indicates that the worst-case emitted power density may exceed the FCC's general public limit within approximately 2 feet of the antenna face. Modeling also indicates that the worst-case emitted power density may exceed the FCC's general population limit within approximately 2 feet below the bottom of the AT&T antenna. At the nearest walking/working surfaces to the AT&T antennas on the utility line level and ground, the maximum power density generated by the AT&T antennas is approximately 6.77 percent of the FCC's general public limit (I.35 percent of the FCC's occupational limit). The composite exposure level from all carriers on this site is approximately 6.77 percent of the FCC's general public limit (I .35 percent of the FCC's occupational limit) at the nearest walking/working surface to each antenna. Based on worst-case predictive modeling, there are no areas at ground/street level related to the proposed AT&T antennas that exceed the FCC's occupational or general public exposure limits at this site. At ground/street level, the maximum power density generated by the antennas is approximately 0.02 percent of the FCC's general public limit (0.004 percent of the FCC's occupational limit). Existing conditions at the site were measured by radiofrequency monitoring. Combining these results with the predictive modeling results for the proposed AT&T antenna resulted in a maximum power density of approximately 4.01 percent of the FCC's general public limit (0.8I percent of the FCC's occupational limit) at ground level. It should be noted that RoofMasterTM is not suitable for modeling microwave dish antennas; however, these units are designed for point-to-point operations at the elevations of the installed equipment rather than ground-level coverage. Based on AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document, dated October 28, 2014, microwave antennas are considered compliant if they are higher than 20 feet above any accessible walking/working surface. There are no microwaves installed at this site. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 10 Utility Line Level (28 feet AGL) N CASCADE AVENUE UTILITY LINE=28' • SIDEWALK=0' Percent MPE Legend ❑ 0%-100% I♦ ion-500% ❑ 500%-5000% 5000% Public Limits Sula 9 10 Foot grid size (Avg:28 to 34 Feet) Carrier Color Code 4110 ATT AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: I4810886 I I Elevation View .► t l I --- LUMINAIRE=28' r I, AI , t 141 I 110 Percent MPE Legend❑ 0%-100% ■ 100%-500% ` ) El 500%-5000% ■ 5000%+ Public Limits Sula 09 Vertical GROUND LEVEL=0' il.i 10loot grid size Mid Zone Avg Carrier Color Code • AT AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR TGARD 002H Site USID: 192355 Site FA: 14810886 12 Antenna Face Level 4 N CASCADE AVENUE UTILITY LINE-28' • SIDEWALK=0' Percent MPE Legend ❑ 0%-100% 100%-500% ❑ 500%-5000% 5000%+ Public Limits Sula 9 10 foot grid size (Avg:33.2 to 39.2 Feet) Carrier Color Code • AT AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 002H Site USID: 192355 Site FA: 14810886 13 Ground Level (0 feet AGL) A N CASCADE AVENUE UTILITY LINE=28' • SIDEWALK=0' Percent MPE Legend D 0%-ion El ion-500% D 500%-5000% 5000%* Public Limits Sula 9 10 foot grid size (Avg:0 to 6 Feet) Carrier Color Code 0 ATT AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 14 AT&T Contribution of More Than 5% of the FCC's General Exposure RF Limit 4 N CASCADE AVENUE UTILITY LINE=28' SIDEWALK=0' Percent MPE Legend 0%-5% 5%+ Public Limits Sula 9 10 foot grid size (Avg:0 to 6 Feet) Carrier Color Code 411 ATT Note that the areas shown in purple are where AT&T antennas contribute more than 5% of the FCC's general exposure RF limit. These do not overlap any areas in front of other carrier antennas exceeding the FCC's general exposure RF limit because there are no other carriers as shown in Figure 1. Under FCC regulations, AT&T is therefore not responsible for predicted exceedances of another carrier's antennas. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR TGARD 002H Site USID: 192355 Site FA: 14810886 15 7.0 COMPLIANCE SUMMARY Based on the information collected, AT&T Mobility will be Compliant with FCC Rules and Regulations at the nearest walking surface if recommendations in the Compliance Summary are implemented. The following mitigation measures are recommended for this site. • Access Point(s): o To reduce the risk of exposure and/or injury, EBI recommends that access to the light pole or areas associated with the active antenna installation be restricted and secured where possible. o Install 6" x 6" Stonehouse NOTICE signs on opposite sides of the light pole 2 feet below the bottom of the antenna. • AT&T Mobility Sectors: o Sector A: • No Action Required o Sector B: • No Action Required o Sector C: • No Action Required AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 002H Site USID: 192355 Site FA: 14810886 16 8.0 APPENDICES AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 17 Appendix A: FEDERAL COMMUNICATIONS COMMISSION (FCC) REQUIREMENTS The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general public/uncontrolled exposure limits for members of the general public. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general public/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General public/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related, for example, in the case of a telecommunications tower that exposes persons in a nearby residential area. Table 1 and Figure I (below), which are included within the FCC's OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are "time-averaged" limits to reflect different durations resulting from controlled and uncontrolled exposures. The FCC's MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density, the FCC has established an occupational MPE of 5 milliwatts per square centimeter (mW/cm2) and an uncontrolled MPE of I mW/cm2 for equipment operating in the 1900 MHz frequency range. For the AT&T equipment operating at 700 MHz, the FCC's occupational MPE limit is 2.33 mW/cm2 and an uncontrolled MPE limit of 0.47 mW/cm2. For the AT&T equipment operating at 1900 MHz, the FCC's occupational MPE is 5.0 mW/cm2 and an uncontrolled MPE limit of 1 .0 mW/cm2. These limits are considered protective of these populations. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 18 Table I : Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength (E) Strength (H) Power Density (S) [E]2, [H]2, or S (Vim) (A/m) (mW/cm ) (minutes) 0.3-3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f)* 6 30-300 61.4 0.163 1.0 6 300-1,500 -- -- f/300 6 1,500-100,000 -- 1 -- 5 6 (B) Limits for General Public/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength (E) Strength (H) Power Density (S) [E]2, [H]2, or S (Vim) (A/m) (mW/cm ) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (I 80/f2)* 30 30-300 27.5 0.073 0.2 30 300-1,500 -- -- f/I,500 30 1,500-100,000 -- -- 1.0 30 f = Frequency in (MHz) * Plane-wave equivalent power density Figure 1. FCC Limits for Maximum Permissible Exposure (MPE) Plane-wave Equivalent Power Density 1,000 1 I I I 1 1 1 1 1 Occupational/Controlled Exposure N ---- General Population/Uncontrolled Exposure I /00- \ - E 1 iii cci 10- - m N o 1 / _ d 1 s 1 a I I I I I 1 I I 1 0.03 0.3 q 3 30 300 13,000 30,000 1 300,000 1.34 1,500 100,000 Frequency (MHz) Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 19 Personal Wireless Service Approximate Occupational Public MPE Frequency MPE Microwave (Point-to-Point) 5,000 - 80,000 MHz 5.00 mW/cm2 1.00 mW/cm2 Broadband Radio (BRS) 2,600 MHz 5.00 mW/cm2 1.00 mW/cm2 Wireless Communication (WCS) 2,300 MHz 5.00 mW/cm2 1.00 mW/cm2 Advanced Wireless (AWS) 2,100 MHz 5.00 mW/cm2 1.00 mW/cm2 Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm2 Specialized Mobile Radio (SMR) 855 MHz 2.85 mW/cm2 0.57 mW/cm2 Long Term Evolution (LTE) 700 MHz 2.33 mW/cm2 0.47 mW/cm2 Most Restrictive Frequency Range 30-300 MHz 1.00 mW/cm2 0.20 mW/cm2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age,gender, size, or health. Personal Communication (PCS) facilities used by AT&T in this area operate within a frequency range of 700-1900 MHz. Facilities typically consist of: I) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (PCS telephones). Transceivers are typically connected to antennas by coaxial cables. Because of the short wavelength of PCS services, the antennas require line-of-site paths for good propagation, and are typically installed above ground level. Antennas are constructed to concentrate energy towards the horizon, with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of PCS facilities, generally results in no possibility for exposure to approach Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. FCC Compliance Requirement A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD002H Site USID: 192355 Site FA: 14810886 20 Appendix B: AT&T RF EXPOSURE POLICY REQUIREMENTS AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document, dated May 27, 2015, requires that: I . All sites must be analyzed for RF exposure compliance; 2. All sites must have that analysis documented; and 3. All sites must have any necessary signage and barriers installed. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 21 Appendix C: AT&T SIGNAGE AND MITIGATION Signs are the primary means for control of access to areas where RF exposure levels may potentially exceed the MPE. As presented in the AT&T guidance document, the signs must: • Be posted at a conspicuous point; • Be posted at the appropriate locations; • Be readily visible; and • Make the reader aware of the potential risks prior to entering the affected area. The table below presents the signs that may be used for AT&T installations. CRAN / HETNET Small Cell Decals / Signs Alerting Signs 0.),) " n NOTICE cllr>> - f- s--7---.,::::.-1-7.= 0:0 NOTICE (( )) NOTICE ms==szni ,tarap....Nine,,Th ., a DECALS gi.Oafkar w.n.xew,ar on .....room wmw:,rn wr.* RF energy emitted by this antenna may exceed the FCC's ® "wf°''"ns nnantinfst"""` exposure limits for the general population. ,t- klbm rCikrn •t!tn.braxntl Slay at least 1 feel away Isom the antenna - `Arad K+no..mn.nn tin axe. n, Call ATAT a1 8OO-638-7877.option 9 then 3,for help if you TRILINGUAL marrnnaa.yam m,ea need access within lee` r yt•r•If n?fin NOTICE NOTICE 2 NOTICE hi ACAUTION A CAUTION AT&T operates antennas at this stn.rlure this point you are rnlern0 an area where radio frequency!RF 1 flelds ((t. ) may err owl the FCC General Population £ (eta�) exposure limns l'•'r->..x^v.,"^w'• Follow safetyuidelines for work) in an NOTICE ^-'rb'rs"rn"'^-'"ms"Inl , 9 working .4.'.ar*.M•lr�b'hNv an anon,. Rf rlrvlrul!n1wn1 FCC Otopilw.1 Iv...lows M an 1rnsva 4M}M n eft tOM Keep n awry Porn the honk of the SIGN •e, lOp WOO,sw^'"a"^• ! rt MnaaaRtaWiemnisee.EgtaaaaIle a antennas level nl'..PM Ok.aa,.n•....,r� ham vM trfMtn rewaelwnN Contact AT&T at 800.638-2822.opt 9,3 w Me*in.flnii axtrnw aehxy ...Wm.! and follow their Instructions pew to �'"'�"•'""'"'";`,;:!''' a' SeapsPaaxsla:!!t,rperex.w ooAnrmmp any mainlanance or repair,. ': .ILaxtal. above this point CAUTION 2 — .... .....w eltw�....-.-. This is AT&T Sae USID ROOFTOP CAUTION 2A ACAUTION ACAUTION A CAUTION A 49' (,.)' RF energy emitted by this antenna may exceed the FCC's CAUTION On I, Vann r^ occupational exposure limits. ^"`"^ DECAL Slay at least 1 lest away from the antenna. `- Call AT&T at 800-638.7877.option 9 then 3,lot help If you - l. need access within 1 fee ,.w,..,�„ J1"r. `-:". r, CAUTION 2B - CAUTION 2C - TOWER PARAPETS A CAUTION r . AWARNING AWARNING AT&T operates antennas at this structure this point you are entering an area where radio frequency IRf i lxlkis f may escrow/the FCC Occupatanal ((a ((t•>)) exposure.emits CAUTION .s F olbn islet,/Bvldehe ek for WO-Ming en '.1{'T.-., ..r`h>Y Rl.rtna'" ' `. '• RF environment SIGN a^a1e"Pro w.wemnwntea eMaawaam•.gn:rcrr.;a•:sf Keep tl away from the Fronts or the .A'++Mr••aonr e.Mn Inman. ism"mn4mwr.lk',rMw moral.• {t .;,elnv hlmn.M ff btrpaafll[mnlwl+tn antenna *..I.'Rn.w.int'l..a++b wanks IN in.,I!N:."k.„hg Ynvbxi•i•v Contact AT&T at eoo-e 8•2822.opt 9., •a a nnerneee ACV.",el emthe t,Fr a n.ntrsrw:Ymnern•^a pan and follow their l nstrvcbons pnor to arrive•ar/19a11Jnax Ma/ uwaal'CI uaal t,d P.:.w-.em.cI nlwIgnl ph^ )nbpet '5 n m m peormg any enlenarrte or repairs .wW Pr.1sI xww.•.••. ... .. _ , above thnl point .-,_. _._— - -. Cell Site USlC WARNING I B WARNING 2A AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRANRWOR_TGARD002H Site USID: 192355 Site FA: 14810886 22 Appendix D: LIMITATIONS This report was prepared for the use of AT&T Mobility, LLC to meet requirements outlined in AT&T's corporate RF safety guidelines. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information collected during the site survey and provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN RWOR TGARD 002H Site USID: 192355 Site FA: 14810886 23 Appendix E: RoofMasterTM RoofMasterTM is a widely-used predictive modeling program that has been developed to predict RF power density values for rooftop and tower telecommunications sites produced by vertical collinear antennas that are typically used in the cellular, PCS, paging and other communications services. Using the computational methods set forth in Federal Communications (FCC) Office of Engineering & Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields" (OET-65), RoofMasterTM calculates predicted power density in a scalable grid based on the contributions of all RF sources characterized in the study scenario. At each grid location, the cumulative power density is expressed as a percentage of the FCC limits. Manufacturer antenna pattern data is utilized in these calculations. RoofMasterTM models consist of the Far Field model as specified in OET-65 and an implementation of the OET-65 Cylindrical Model (Sula9). The models utilize several operational specifications for different types of antennas to produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWORTGARD_002H Site USID: 192355 Site FA: 14810886 24 Appendix F: CERTIFICATIONS AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 25 Field Personnel Certification I, Ronald Domholdt, state that: ■ I am an employee of EnviroBusiness Inc. (d/bla EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry. ■ I have successfully completed RF-EME safety training, and I am aware of the potential hazards from RF-EME and would be classified "occupational" under the FCC regulations. ■ I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commissions (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. ■ I have been trained in the proper use of the RF-EME measurement equipment, and have successfully completed EBI training in the policies and procedures for site survey protocols. ■ All information collected during the site survey and contained in this report is true and accurate to the best of my knowledge and based on the data gathered. AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. Site Name: CRAN_RWOR_TGARD_002H Site USID: 192355 Site FA: 14810886 26 Preparer Certification I, Ian Burk, state that: • I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry. • I have successfully completed RF-EME safety training, and I am aware of the potential hazards from RF-EME and would be classified "occupational" under the FCC regulations. • I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commissions (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. • I have been trained in on the procedures outlined in AT&T's RF Exposure: Responsibilities, Procedures & Guidelines document (dated October 28, 2014) and on RF-EME modeling using RoofMasterTM modeling software. • I have reviewed the data collected during the site survey and provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. rf� AT&T Proprietary (Internal use only). Not for use or disclosure outside the AT&T companies, except under written agreement. ©2020 AT&T Intellectual property. All rights reserved. /Portland General / Electnc Portland General Electric Structural Analysis Project: AT&T CRAN RWOR TGARD 002H Address: 10031 SW CASCADE AVE. TIGARD, OR 97223 Date: 6/19/2020 Pole #: C1135B-14133 Analyst: Scott Ziska Pass © Passed w/modifications (see comments) Comments: PGE Assist because of proximity to OH Primary /7) / f ` -7 Pole Foreman Image Street-view Image PoleForeman - Pole Loading Analysis Report 9 License: PGE Version 7.4.8 POLE LOADING DATA Pole: 35/6 Wood Soil: None Pole Loading NESC Edition: 2017 Rule 250D: Temp=15F, Wind=30 mph, Ice=0.75 in Horizontal: 18% (250D) Loading District: Medium Vertical: 19% (k=1.20) Construction: Grade B POLES Pole # Length (ft) Depth (ft) Elevation (ft) 0 35+5.0 6 0 { POLE LINE TOPOLOGY 0 a ( 27U4 - 90' 1 �y 80+ File: C1135B-14133-SZ-PASS-xx%-SLO-35-6.pff 6/19/20 8:25 AM Page 1 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 SERVICES Service Type Length (ft) Direction Attach (in) Tension 6 AL TX SERV(ACSR) Power 51 90° 76 118 EQUIPMENT Equipment Weight(Ibs) Attach (in) Direction User Defined Equipment 200.0 0 135° User Defined Equipment 400.0 216 180° User Defined Equipment 200.0 108 225° LIGHTS Light Bracket Weight EPA Attach Direction 150-400W Cobra 8 FT Bracket 76 0.87 75 180° File: C1135B-14133-SZ-PASS-xx%-SLO-35-6.pff 6/19/20 8:25 AM Page 2 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 POLE LOADING DATA Pole: 35/6 Wood Soil: None Pole Loading NESC Edition: 2017 Rule 250C: Temp=60F, Wind=90 mph, Ice=0.00 in Horizontal: 59% (250C) Loading District: Medium Vertical: 18% (k=1.20) Construction: Grade B POLES Pole # Length (ft) Depth (ft) Elevation (ft) 0 35+5.0 6 0 POLE LINE TOPOLOGY 270"- 90° 45--> -180' File: C1135B-14133-SZ-PASS-xx%-SLO-35-6.pff 6/19/20 8:25 AM Page 1 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 SERVICES Service Type Length (ft) Direction Attach (in) Tension 6 AL TX SERV(ACSR) Power 51 90° 76 82 EQUIPMENT Equipment Weight (Ibs) Attach (in) Direction User Defined Equipment 200.0 0 135° User Defined Equipment 400.0 216 180° User Defined Equipment 200.0 108 225° LIGHTS Light Bracket Weight EPA Attach Direction 150-400W Cobra 8 FT Bracket 76 0.87 75 180° File: C1135B-14133-SZ-PASS-xx%-SLO-35-6.pff 6/19/20 8:25 AM Page 2 of 2 PoleForeman - Pole Loading Analysis Report 41/ License: PGE Version 7.4.8 POLE LOADING DATA Pole: 35/6 Wood Soil: None Pole Loading NESC Edition: 2017 Rule 250B: Temp=15F, Wind=4 psf, Ice=0.25 in Horizontal: 49% (250B) Loading District: Medium Vertical: 31% (k=1.20) Construction: Grade B POLES Pole # Length (ft) Depth (ft) Elevation (ft) 0 35+5.0 6 0 ( POLE LINE TOPOLOGY 0° 2+�yy70 no_ CV — 9�p0 o G yI 180. File: C1135B-14133-SZ-PASS-xx%-SLO-35-6.pff 6/19/20 8:25 AM Page 1 of 2 PoleForeman - Pole Loading Analysis Report License: PGE Version 7.4.8 SERVICES Service Type Length (ft) Direction Attach (in) Tension 6 AL TX SERV (ACSR) Power 51 90° 76 61 EQUIPMENT Equipment Weight(Ibs) Attach (in) Direction User Defined Equipment 200.0 0 135° User Defined Equipment 400.0 216 180° User Defined Equipment 200.0 108 225° LIGHTS Light Bracket Weight EPA Attach Direction 150-400W Cobra 8 FT Bracket 76 0.87 75 180° File: C1135B-14133-SZ-PASS-xx%-SLO-35-6.pff 6/19/20 8:25 AM Page 2 of 2 PGE Port Gee E Company 2213 SW.land 153rd Driven ral• Beaverton lectric, Oregono 970a06 June 19, 2020 Attn: City of Tigard Re: PGE Pole# C1135B-14133 at 10031 SW CASCADE AVE. TIGARD, OR 97223 (CRAN_RWOR_TGARD_002H) To Whom It May Concern: PGE has accepted an application for Small Cell collocation by AT&T on the above referenced pole, PGE has evaluated pole# C1135B-14133 and determined no Make-Ready preconstruction work is needed for this site. Please let me know if you have further questions. Sincerely, Scott Ziska Scott Ziska Portland General Electric I Utility Asset Management 2213 SW 153rd Dr. Beaverton, Or. 97006 Cell: 541.232.2530 I Desk: 503.416.3554 * Scott.ziska(a pgn.com PROJECT DESCRIPTION +Q + AT&T SITE ID: CRAN_RWORTGARD_002H a ICXI TRAFFIC CONTROL PLAN POLE TYPE: WOODEN LIGHT POLE POLE #: C 1 1 35R- 1 41 33 19601 SW 72ND AVE. TUALATIN, OR 97062 at8tt SCIP ID #: 1 6448-002H NEAREST ADDRESS: 1 0031 SW CASCADE AVE INFRASTRUCTURE TIGARD, OR 97223 j5 ' AR TN E R PROJECT INFORMATION 82r5 SW TUALATIN-SHERWOOD R SUITE 200 TUALATIN, OR 97062 SITE ADDRESS 10031 SW CASCADE ZONING: R.O.W. CONSTRUCTION DRAWINGS AVE TIGARD, OR 97223 PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILIT (TRAFFIC CONTROL PLAN) LATITUDE: 45.449333' N OCCUPANCY: N/A 41E7 COREONE . . 'JG LISA LONGITUDE: 122.785474' W POLE OWNER: PGE (PORTLAND GENERAL ELECTRIC) '.06 SECOND AVENUE, SUITE 1533 JURISDICTION: CITY OF TIGARD POWER COMPANY: PGE (PORTLAND GENERAL ELECTRIC) SEATTLE, WA 98104 TYPE OF CONSTRUCTION: N/A ELco COMPANY: B.D. VICINITY MAP BUILDING CODES AND STANDARDS DIRECTIONS FROM PDX AIRPORT SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL DEPART TOWARDS NORTHEAST AIRPORT WAY (0.2MI). KEEP STRAIGHT ONTO NORTHEAST AIRPORT WAY (2.1 MI). TAKE RAMP CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION, PRCJEC-NO: T RC. DRAWING INDEX REV RIGHT FOR 1-205 SOUTH TOWARDS PORTLAND/SALEM (3.1MI). AT EXIT 21B. TAKE RAMP RIGHT FOR 1-84 WEST/US-30 THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF WEST TOWARDS PORTLAND (5.4M1). TAKE RAMP LEFT FOR -5 SOUTH TOWARD BEAVERTON/SALEM (1,5M0. KEEP LEFT CONTRACT AWARD SHALL GOVERN THE DESIGN. TOWARD I-405 NORTH (0.3MI). KEEP STRAIGHT ONTO 1-405 NORTH (0.6MI). AT EXIT 10, TAKE RAMP RIGHT FOR US-26 DRAWN BY'. N;. WEST TOWARD BEAVERTON/OCEAN BEACHES (5.0 MI). AT EXIT 69A, TAKE RAMP RIGHT FOR OR-217 SOUTH TOWARD BEAVERTON/TIGARD (4.5 MI). AT EXIT 48, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR OR-210 (0.2M1). TURN RIGHT ONTO T-1 TITLE SHEET OR-210/SOUTHWEST SCROLLS FERRY ROAD, AND THEN IMMEDIATELY TURN LEFT ONTO SOUTHWEST CASCADE BOULEVARD BUILDING CODE: CHECKED BY: M.L. (0.1M1). ARRIVE AT DESTINATION ON THE RIGHT [INTERNATIONAL BUILDING CODE (IBC), 2018 AS ADOPTED BY THE LOCAL JURISDICTION] TCP-1 VEHICULAR TRAFFIC CONTROL PLAN M"i1""' jay ELECTRICAL CODE: GAO FILE: T.1 TCP-2 TYPICAL PEDESTRIAN WORK SAFETY PLAN - 4 [NATIONAL ARE PROTECTION ASSOCIATION (NFPA) 70 - 2015, NATIONAL ELECTRICAL CODE. AS .1: tlrMee Omer v .G ADOPTED BY THE LOCAL JURISDICTION] tf (/ LIGHTNING PROTECTION CODE: RLIBMITTALS qq WI [NFPA 780 - 2002. LIGHTNING PROTECTION CODE] Q `' Q N........." � SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING 4aNeCaa• 1p,NGyw, ., 1 STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL 0 CONCRETE I oA roue0aP+4HY.mn AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION S T,. /1 --'f. w ANSI/TIA 222-G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS 5. SITE ‘ INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING o,MAR 10/2OI RNA MP I Nc EARTH RESISTIVITY. GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM TEE IM1P171S1.44TICIN CONTAI NFM IN TIMS SET rF f {i IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC DOCLL1EN S IS PROPRIETARY BY NTTJrIE. A 'DSE COOlscLreur><rn.ESi AJEI-I�nT C EQUIPMENT WHIIC REl4 THEENT SC NAMES Is STRICTLY TE IEEE C2 NATIONAL ELECTRIC SAFETY CODE. LATEST VERSION ds• nxAlrm o'he m;Q TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS P6ESEAL '`. ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION tJ rRUFLy. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING ht 4. MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE r- REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SCECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. OREGON /�j e J q,c'h°r Fg°'.QP, LEGAL DESCRIPTION SCALING DRAWINGS SITE PHOTO ' '` ' E,Fpts, 12/31/20 RIGHT-OF-WWA:Y SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. CRANLRWOR TGARD_002H • IF USING 11"x17" PLOT, DRAWINGS WILL BE AT HALF SCALE, 10031 SW CASCADE AVE • TIGARD,OR 97223 • SITE PROJECT PARTICIPANTS DIG INFORMATION i SHEET TRLE NAME COMPANY NUMBER df .;.1 • � r TR 1 �4 F y1 •r•..Y.. �r- TITLE SHEET A/E LEE CAMPBEL I CORE ONE CONSULTING USA 77B-805-2166 TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE f:A, YOU DIG IN OREGON, CALL OREGON UTILITY NOTIFICATION CENTRE PROJECT MANAGER MIKE SLOTERMAKER JS INFRASTRUCTURE PARTNERS 206-214-8954 TOLL FREE: 1-800-332-2344 OR yw' SAC MANAGER AARON GUDELJ J5 INFRASTRUCTURE PARTNERS 805-298-3091 811LFREE: 1-800-332 N.3OM _ A&E MANAGER JOSH MALBERG J5 INFRASTRUCTURE PARTNERS 208-316-1897 OREGON STATUE REQUIRES MIN OF 2 WORKING DAYS NOTICE BEFORE . - SHEET cmB=. CM CHARLIE PITT J5 INFRASTRUCTURE PARTNERS 971-295-6924 \ � YOU EXCAVATE T- 1 Know what's below. Coll bet ore YEA dig t� � NOTES: `.� t. A SIGNALLAS IS PRESENT, IT SHALL BE N TO \ // / / "RED FLASH MODE" OR TURNED OFF DURING 1. a IFLAGGING OPERATIONS. / // // // 2.FORIGSPEED-3 LIMIT OF 30 MPH OR LESS USE �..I 72ND AVE. {{{"' SIGN W1-7 IN LIEU OF SIGN W1-4. ,7 TRUE NORTH ARROW SHOWN ON �� // - 3.MAINTAIN A MINIMUM OF ONE ACCESS POINT 19TUALATIN, OR 97062 THISU DRAWINGHIS APPROXIMATE WORK // / / FOR EACH BUSINESS WITHIN WORK AREA LIMITS. ONLY AND MUST BE VERIFIED AHEAD / / 4.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 48' 48' S. EXTENDING THE CHANNELIZING DEVICE TAPER W2D-I / / INFRASTRUCTURE ONE LANE ACROSS SHOULDER IS RECOMMENDED F. A R i N E R 5 ROAD / / AHEAD 6. NIGHT WORK FLAGGING REQUIRES STATIONS ADDITIONAL ROADWAY 8215 SW TUALATIN-SHERWOOD RD. 48• / / LIGHTING AT FLAGGING STATIONS. SUITE 200 TUALATIN, OR 97062 W20-4 le / / LEGEND � / / BE L4 FLAGGING STATION PREPARED TO STOP / / a TEMPORARY SIGN LOCATION CORE ONE 48" / / �. CHANNEUZING DEVICES CONSULTING USA W20-7B AHE END AD n\ \ //� / WORK Ern PROTECTIVE VEHICLE - RECOMMENDED 506 SECOND AVENUE,WAE98104 1533 48' / pt �• TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) W20-I / / / K9-755 �\ //� �" \ A PROJECT NO TE.O. SIGN SPACING AND BUFFER LENGTHS (FEET) ONE LANE / , ROAD 48" SPACINGAHEAD BE / DRAWN BY: NO BETWEEN SIGNS 48' PREPARED POSTED "BUFFER' TO STOP / SPEED TAPER TANGENT SPACE W20-4 48" CHECKED BY Ml, 20 50 W20-78 CAC FILE: TCP-1 25 100 75 48" 30 100 END SUBMITTALS 48• 35 25 BE ROAD 48" ROAD .5C WORK PREPARED WORK 40 150 48• TO STOP AHEAD 45 180 K9-755 24" 48" 48 : I W20-I KEEP 48' W20-7850 �a ;' SOL 2t0 48• 48" 55 250 RONADD ROAD // RIGHT*30" ONE LANE B/W 48• AHEAD 60 285 WORK 4/d 4e / 0 / 65 t5C 'lG 'GC 325 W20-7A K9-755 Wp 4 / /// NN 70 355 / / / / O00 okt A B B D1 ROY 13/19I FINAL TCP I nit / / ``p\��Qe'�p L... TFF INFORMATION GOWN'EO IN TMe SET OE 04.4N(NOV**001 DOCUMENTS IS PROPRIETARYBY NATURE / /m ae• �OOe. SW CASCADE AVE WM USE TO THE CSURE LIENT BARED Is T / �O // / BE \ 6IRCTLYFRSIIBOYR- �l, PREPARED y \ / 4� / TO STOP �.isp . WORK AREA - P6E�" / N, / W20-78 //BUFFER I (A PaOr ts / �v / / 24" 1�,R 48• KEEP ..4. _ G� W20-7A / 30' 48" / ONE \ 'IG // (7� // / 4B' R4-7B EROAD \ ` OREGON WORK AHEAD 48' B/W WORK _...(�\P�AT r RO`,`b,�/AA,,--� / / / AHEAD W20_4 K9-755 '•C5'AF! i�, ' / / / 48" EBFRE 12/31/20 W20-I / / / / // SITE / CRANJRWOR TGARO_0021- / 10031 SW CASCADE AVE TIGARD,OR 97223 SHEET TITLE Ol VEHICULAR TRAFFIC CONTROL PLAN VEHICULAR TRAFFIC CONTROL PLAN 22.34 11B7 0 15' 30' 6C' III SHEET NUMBER TCP- 1 (OPTIONAL) !/T III at&t TRAFFIC CONTROL GENERAL NOTES SIDEWALK CLOSED r U/,\`V\ /..> 1. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE, LAYOUTS AHEAD PEDESTRIAN AND PROCEDURES SHALL COMPLY PATH LOCAL CROSSWALK JURISDICTIONAL REQUIREMENTS AND MANUAL OF UNIFORM TRAFFIC CROSS HERE CONTROL DEVICES(MUTCD). LATEST EDITION, WHICHEVER IS MORE STRINGENT. . 2 iv, TRAFFIC OR 8 19801 SW 72ND AVE. 2. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND PEDESTRIAN TUALATIIJ, OR 37062 DEVICES SHALL BE IN PLACE. SIGNAL (TYP.) 3. TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS, 1 // CONES, BARRICADES, ETC. SHALL BE PLACED AS SHOWN ON PLANS. —. SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES AND 16� SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES, JS INFRASTRUCTURE 4. SELECTION, PLACEMENT, MAINTENANCE, AND PROTECTION OF TRAFFIC, PEDESTRIANS, AND WORKERS SHALL BE IN ACCORDANCE WITH THE NI MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) - PART VI J \ (^ 111 62'5 SW TUAUTIN-SHERWOOD RD. 'TEMPORARY TRAFFIC CONTROL", AND LOCAL JURISDICTIONAL /.\l\ SUITE 200 REQUIREMENTS UNLESS OTHERWISE NOTED IN THE PLANS AND TUAUTIN, OR 97D62 SPECIFICATIONS, AND SHALL BE APPROVED BY THE APPROPRIATE 1011 HIGHWAY AUTHORITY HAVING JURISDICTION. 5. ADVANCE WARNING SIGNS, DISTANCES, AND TAPER LENGTHS MAY BE SIDEWALK CLOSED EXTENDED TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL AHEAD AND VERTICAL CURVATURE OF THE ROADWAY AND FOR ACTUAL TRAFFIC SPEEDS IF IN EXCESS OF POSTED SPEED LIMITS. AHEAD 6. TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR CROSS HERE _ M. COREONE TOTAL LENGTH. ( ` �] • CONSULTING US,0 7. CONFLICTING OR NON-OPERATING SIGNAL INDICATIONS ON THE 4\36_,.... \\ TEMPORARY MARRING506 SECOND AVENUE. SUITE 1533 (E) TRAFFIC SIGNAL SYSTEMS SHALL BE BAGGED OR COVERED. \ FOR CROSSWALK LINES / (CROSS-HATCHING SEATTLE, WA 98104 8. ALL (E ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE I, L OPTIONAL) PAVEMENT REFLECTORS WHICH CONFLICT WITH THE (N) TRAFFIC A CONTROL PLAN SHALL BE COVERED. REMOVED, OR RELOCATED. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO MATCH UTILITY • PRE-CONSTRUCTION CONDITION AFTER COMPLETION OF WORK. 9. CONTRACTOR SHALL CONTACT LOCAL AUTHORITY HAVING HIGHWAY WORK SIDEWALK CLOSED .+n.J.JEDT NO T.B.D. JURISDICTION AND PROVIDE ADDITIONAL"FLAGMEN" OR POLICE AHEAD UTILITY SUPERVISION, IF REQUIRED. IINIMNIIIII. WORK DRAWN BY: N.G. 10. ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY CROSS HERE AHEAD SHALL BE BACKFILLED AND PLACED ON A MINIMUM 6HaV SLOPE PRIOR TO END OF EACH WORK DAY. OTHER EXCAVATED AREAS CHECKED BY: Ml_. WITHIN THE CLEAR ZONE ARE TO BE EITHER BACKFILLED OR PRECAST CONCRETE CURB BARRIER CONSTRUCTION BARRIER SET (N) POLE TEMPORARILY IN PLACE TO SHIELD VEHICULAR AND PEDESTRIAN LOCATION CCC�� CAC FILE TRAFFIC. J- TCP-2 11. WHERE DICTATED BY LOCAL CONDITIONS, THE CONTRACTOR SHALL raj//)n�`J SUBMITTALS MAKE PROVISIONS FOR MAINTAINING PEDESTRIAN AND WORKER CROSSING LOCATIONS IN ACCORDANCE WITH ALL APPLICABLE CODES SIDEWALK AND OSHA REQUIREMENTS. BARRICADE (TYP.) • 12. CONSTRUCTION ZONE SPEED LIMIT IF REDUCED FROM POSTED LIMITS ' SHALL BE IN ACCORDANCE WITH MUTCD AND WILL BE DETERMINED rI • BY THE AUTHORITY HAVING JURISDICTION. / AHEAD Ti. THERE SHALL BE NO WORKERS, EQUIPMENT, OR OTHER VEHICLES IN l l THE BUFFER SPACE OR THE ROLL AHEAD SPACE. • 14. DRIVEWAYS AND/OR SIDE STREETS ENTERING THE ROADWAY AFTER I THE FIRST ADVANCE WARNING SIGN SHALL BE PROVIDED WITH AT LEAST ONE W20-1 SIGN (ROAD WORK AHEAD) AS A MINIMUM. SIDEWALK 15. CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE CLOSED APPROVAL OF THE AUTHORITY HAVING JURISDICTION PROVIDED THEY COMPLY WITH MUTCD. SIDEWALK CLOSED o1Nov 13/1s1 FINAL T P 1 Nc 16. THE SPACING BETWEEN CONES, TUBULAR MARKERS, VERTICAL PANELS, DRUMS, AND BARRICADES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL nip AHEAD TO 1.0 TIMES THE SPEED LIMI1 IN MPH WHEN USED FOR TAPER 4111mis THE IP ATION CLI Tn.e IN THIS BETA CHANNELIZ ATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE SPEED • DocUNENTS IS PROPRIETARY BY NATUE. LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION. CROSS HERE ANY USE OR DISCLOSURE OTHER THAN nNT WHICH I RELATES S TO n-E CLENT NAMEDS 17. WHEN CHANNELIZATION DEVICES HAVE THE POTENTIAL OF LEADING VEHICULAR S' Kr I LY maxertED.. TRAFFIC OUT OF THE INTENDED VEHICULAR TRAFFIC SPACE, THE CHANNELIZATION II\\\II\\\CCC DEVICES SHOULD BE EXTENDED A DISTANCE IN FEET OF 2.0 TIMES THE SPEED LIMIT IN MPH BEYOND THE DOWNSTREAM END OF THE TRANSITION AREA. J '°6EgAL 18. TAPER LENGTHS ARE CALCULATED AS FOLLOWS: L= WSI/60(40 MPH AND HIGHER) OR 12. WS(OVER 40 MPH), _0 PRO WHERE W= OFFSET WIDTH (FT), S= TRAFFIC SPEED (MPH). I PROVIDE PEDESTRIAN/ N�WacINE WORKER SAFETY CONTROL I DEVICES IF REQUIRED i,-1, .nO.REGONb T) d�,M F_2 4�// .yAEL Lsj WOES! 12/31/20 I 7S:E ORAN_RWOR_TGARD_002H I I 1 0031 SW CASCADE UTILITY AVE WORK TIGARD,OR 97223 AHEAD (OPTIONAL) SHEET TITLE TYPICAL PEDESTRIAN WORK SAFETY PLAN OTYPICAL PEDESTRIAN - WORK SAFETY PLAN N.T.S. SHEET NUMBER TCP-2