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Plans (3) iiiew unzazZ-,ri/ 464.000 E ‘....0.4mw � 1� v AT&T ,ApY � 32022 ,,,,„,,,,,o'kftiammo°' AT&T VI, OF-'1GP8u \ ...,....-i,...._____.... gU1L®1NG®�V��� ` ®smartlink UPGRADE: 5G NR 1S C3AND , • � fr Trylon VICINITY MAP FA#: PROJECT TEAM + APPLICANT 1825 W. WALNUT HILL LANE, SUITE 120 haj, 10094151 COMPANY: AT&T MOBILITY IRVING, TEXAS 75038 Q ADDRESS: 19801 SW 72 AVE, STE.200 1-855-669-5421 SW Durham Rd T SW Durarn RA) SW Durham Rd ® °"- TUALATI N, OR 97062 Q L� Aclk+nfxy¢ H S?9:1a' !� a om„>„ SITE ID: h Q cw+r* D Q PROJECT MANAGER JOHN EVANS C1: 0 PKOre PR52 PHONE: 415-265-8200 �` SS a.�•aa,+rR+en•,•<Q COMPANY: AT&T MOBILITY Gj G 1 N e �0 ADDRESS: 19801 Sw 72 AVE, STE.200 �V <� F� RFDS NAME: & ID .. 95755PE r CONSTRUCTION MANAGER OLY PETERSON 9 Tp+.,drq„ ;,��� /SITE LOCATION PR52 C3AND 8c 4335911 PHONE: 503-369-1671 11�`Wiry Mar 01,2022 O COMPANY SMARTLINK LLC Q " SITE NAME ADDRESS: 11410 NE 122ND WAY OREGON Q KIRKLAND, WA 98034 ,/ DURHAM 7ONWG MANAGER COURTNEE GOMEZ �%A' 4+ Z� `G PHONE: 916-527-4157. SH,q N w 1• LTE NEXT CARRIER PTN• COMP: COURT LLC.Z®SMARTLINKGROUP.COM 1^ • COMPANY: SMARTLINK ` i may, • ADDRESS: 18401 VON KARMAN AVE, STE 400 3898AOYWQ8 3898A10784 IRVINE, CA 92612 DRAWINGw ARE G SDP PI INTENDED FOR: 6/30OR1 1 rxn•SIZE /1 ARCHITECT/ENGINEER ATTN: KATYA SERAVALLE PRINTED MEDIA ONLY. SITE ADDRESS OMPANY: 1-855-669-5421 Il �7 • EMAIL: KATYA.SERAVALLE®TRYLON.COM SUBMITTALS DRIVING DIRECTIONS 1 6295 SOUTHWEST 85TH AVENUE ADDRESS: 1825 W. WALNUT HILL LANE, SUITE 120 REV DATE DESCRIPTION BY 7 fRVING, TX 75038 A 10/14/21 SO%CO SI% FROM:: 19801 SW 72 AVE, HSTE.200, TU,ATIN, 9 TIGARD, OR 97224 CODE COMPLIANCE T0: 16295 SOUTHWEST 85TH AVENUE, TIGARD, OR 97224 B 12/22/21 AS FIR RFDtIffiS SIM ALL WORK & MATERIALS SHALL BE PERFORMED & INSTALLED IN ACCORDANCE WITH THE CURRENT 1. TAKE SW 72ND AVE TO SW SAGERT ST EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING 0 03/01/22 100%CD 41M 2. 3.TURN OONT NUEHOE ONOSWO ALERTSW ST. D AVE SW 65TH AVE AMD 1-5 N TO SW 72ND AVE PROJECT D ES C R I PTI 0 N IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 4.TURN LEFT ONTO SW 5.TURN LEFT ONTO SW 85TH DURHRAVEM D 1. 2019 OREGON STRUCTURAL SPECIALITY CODE (2018 IBC) 6.TURN RIGHT AND DESTINATION WILL BE ON THE RIGHT THE PROJECT WILL BE COMPRISED OF 2. 2019 OREGON MECHANICAL SPECIALITY CODE (2018 IMC) MODIFICATION TO AT&T ANTENNA ARRAY: 3. 2017 OREGON RESIDENTIAL SPECIALITY CODE (2015 IRC) • REMOVE (3) ANTENNAS (1) PER SECTOR FOR (3) SECTORS, (3) TOTAL 4. 2021 OREGON ELECTRICAL SPECIALITY CODE (2020 NFPA 70) • REMOVE (1) 12PR FIBER CABLE 5. ANSI/EIA—TIA-222—H SITE INFORMATION • REMOVE (1) DC6-48-60—1 8-8C—EV SQUID THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. THIS FACILITY IS EXEMPT FROM SITE ID: • INSTALL (1) (N) AEQK + (1) (N) AEQU STACKED ON SAME MAST (1 PER SECTOR, 3 TOTAL) HANDICAP REQUIREMENTS PER 2019 OREGON STRUCTURAL SPECIALTY CODE SECTION 1103.2.9. THIS • INSTALL (1) (N) DC9-48-60-24-8C—EV SQUID •EACIUTY IS NON—OCCUPIABLE AND ACCESSIBLE ONLY TO SERVICE PERSONNEL. J PR52 • INSTALL (2) (N) PWRT-606—S DC CABLES • INSTALL (1) (N) 24PR FIBER CABLES SHEET INDEX RFDS NAME: MODIFICATION TO AT&T EQUIPMENT LEVEL SHEET # DESCRIPTION REVISION # PR52 CBAND • REMOVE 5G CARDS FROM THE (E) FSM4 SUBRACK C2 PROJECT INFORMATION • INSTALL (1) (N) ASIL AND (3) (N) ABIO IN FSM4 SUBRACK C2 T-1 TITLE SHEET 0 SITE NAME: • INSTALL (1) (N) DC12-48-60—RM SITE NAME: DURHAM • INSTALL (1) (N) RECTIFIER IN (E) POWER PLANT GN-1 GENERAL NOTES o DURHAM RFDS NAME: PR52 CBAND /� A-1 OVERALL SITE PLAN 0 RFDS DATE: 9/30/21 8 1 1 SITE ADDRESS: RFDS VERSION: 1.00 �J A-2 ENLARGED SITE PLAN ° 16295 SOUTHWEST 85TH SITE TYPE: SELF SUPPORT TOWER COUNTY: WASHINGTON A-3 EXISTING & PROPOSED EQUIPMENT SHELTER PLANS 0 AVENUE JURISDICTION: CITY OF TIGARD Flu,Aire BELOW. A—¢ EXISTING Sc PROPOSED ANTENNA PLANS p TIGARD• , OR 97224 LATITUDE: 45.4023730' Call beam Wm as om LONGITUDE: —122.7653530' A-5 EXISTING & PROPOSED TOWER ELEVATIONS 0 AMSL: ±180' SHEET DESCRIPTION A-6 ANTENNA AND EQUIPMENT SCHEDULE 0 SITE ADDRESS: 16295 SOUTHWEST 85TH AVENUE, TIGARD, OR 97224 A-7 EQUIPMENT DETAILS 0 APN: 2S114AA00300 A-8 EQUIPMENT DETAILS 0 TITLE SHEET PROPERTY OWNER: WH SHIPMAN LIMITED BY NORRIS & STEVENS INC E-1 GROUNDING PLAN 0 900 SW 5TH AVE ATE 1700, PORTLAND, OR 97204 E-2 GROUNDING DETAILS 0 SHEET No. RF-1 PLUMBING DIAGRAM p TOWER OWNER: SPRINT SPECTRUM T_1 1675 GRASSLAND PARKWAY, SUITE #220 ALPHARETTA, GA GENERAL NOTES 1. GENERAL REQUIREMENTS 4. GENERAL NOTES ftilAT&T A. PURPOSE AND INTENT L. SITE CONTROL E. STRIPPING 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN 1.THE DRAWING AND SPECIFICATION ARE INTENDED TO BE FULLY 1. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT 1. STRIP NOT LESS 3 INCHES OF SOD AND TOPSOIL FROM AREAS SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK WITH EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO THAT WILL UNDERLAY GRAVEL, PAVEMENT, NEW STRUCTURES OR THE WORK OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE EMBANKMENTS. STOCKPILE STRIPPING ON-SITE FOR RE-USE AND FINAL PROGRESSION IS NOT INTERRUPTED. SHALL BE DONE THE SAME AS IF DISCREPANCIES BETWEEN REQUIREMENTS CONTRACTOR AT NO EXPENSE TO AT&T. LANDSCAPING. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL G.EMBANKMENT ORDERLY SITE, YARD AND GROUNDS. CONTRACTOR SHALL REMOVE 2. THE INTENTION OF THE DOCUMENT IS TO INCLUDE ALL LABOR TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO 1. CONSTRUCT EMBANKMENT TO THE LINES AND GRADES SHOWN ON AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIAL, LITTER AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE THE DRAWING. AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF 2. CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIAL WHEN STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUND TO A THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH SUITABLE. USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE SMOOTH EVEN-TEXTURED SURFACE. �+A. CONFLICTS DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. EXCAVATION MATERIAL HAS BEEN USED. 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURE ABOVE a `1. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL 3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE 3. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN OR DOING ANY WORK, NO EXTRA CHARGE OR COMPENSATION WILL BE OR AS DIRECTED BY CONSTRUCTION MANAGER AND IN ACCORDANCE WITH DEPTH. THE FULL WIDTH OF THE CROSS SECTION SHALL BE BROUGHT THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR JURISDICTIONAL AUTHORITIES. UP UNIFORMLY. THE LOCATION INDICATED. IN PARTICULAR THE CONTRACTOR IS DIMENSIONS SHOWN ON PLANS SUBMIT NOTICE OF ANY DISCREPANCY IN 4. MATERIAL SHALL BE PLACED IN LAYERS AND SHALL BE NEAR WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF DIMENSIONS OR OTHERWISE TO AT&T FOR RESOLUTION BEFORE M. LIVESTOCK PROTECTION OPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN PROCEEDING WITH THE WORK. 1. PROTECT AND SECURE LIVESTOCK. MAINTAIN AND SECURE EXISTING PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN AND IT SHALL 2. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF PERIMETER FENCE AND/OR GATE ENCLOSURES. MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN 48 c • DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY THE LAYERS MAY BE REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED HOURS BEFORE YOU DIG, DRILL OR BLAST CALL LOCAL UTILITIES OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK 2. SITE PREPARATION IN THE APPROPRIATE BID ITEM. SHOULD THE MATERIAL BE TOO WET TO LOCATOR COMPANY. ®e®'"e, WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON PERMIT PROPER COMPACTION, IT IS THE CONTRACTOR'S RESPONSIBILITY 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE A. SCOPE OF WORK INCLUDES e ®s. Try I o n REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE 1. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING TO UTILIZE MATERIAL WITH MATERIAL ACCEPTABLE MOISTURE CONTENT. PL OF ANY CONDITIONSCONTRACTOR'S THAT VARY FROM NOT THOSE SHOWN ON 5. DO EMBANKMENTNOT PLACEMATERIALEN IN THE EMBANKMENT AND DO NOT THE PLANS. THE EEXPRESSEDAPPROVALPK A OF VARY FROM THE _®� • WORK. MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. PLACE UPON FROZEN MATERIAL. PLANS WITHOUT THE OF THE OWNER OR A. 2. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE OWNER'S REPRESENTATIVE. CLEANINGLEA SITE FREE ACCUMULATION OF WASTE AND RUBBISH PROTECTION DURING CONSTRUCTION ACTIVITIES. EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH HAS 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND 1825 W. WALNUT HILL LANE, SUITE 120 CAUSED THEBY EMPLOYEES FROM THE COMPLETION OFO THE WORK, REMOVEUIALL 3. CLEANING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, BECOME DISPLACED DUE TO CONTRACTOR'S OPERATIONS. IRVING, TFYAS 75038 RUBBISH, DESIGNATED TREES AND SITE IMPROVEMENTS. ALLE OTHER CONTRACTORS PERFORMINGCC WORK ON THE SITE DURING ` 1-855-669-5421 WASTE AND NON-CONSTRUCTION MATERIAL INCLUDING ALL CONTRACT 4. TOPSOIL STRIPPING AND STOCKPILING. 7. START LAYERS IN THE DEEPEST PORTION OF THE FILL AND AS THE PERFORMANCE OF THIS CONTRACT. TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN 5. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL 6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, PUBLIC OR AND READY FOR USE. CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. TO THE FINISH GRADE LINE. PRIVATE PROPERTY TO AT LEAST AS GOOD OF CONDITION ASP� 6. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, 8. ROUTE EQUIPMENT BOTH LOADED AND EMPTY, OVER THE FULL WIDTH BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S (i.3) OFFSA. CODES BENCHMARKS, AND MONUMENTS. OF THE EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. REPRESENTATIVE. G'N£ S/p1.CCODES TOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, 7. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND 9. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. F REGULATIONS, AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL RE-INSTALLATION OF EXISTING FENCE AND OTHER SITE IMPROVEMENTS DENSI AND SE ERMINED BY S 95% COMPACTION I A MINIMUM DRY 8. THE CONTRACTOR NYAM PROTECT ON DIST PROPERLY ENE yAUTHORITIES WITH JURISDICTION OVER THE SALTIER. THIS RESPONSIBILITY SCHEDULED FOR RE-USE. DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS AS UMENTATION. ANY MONUMENTOWNE DISTURBED OR DESTROYED, fIS IN EFFECT REGARDLESS OF WEATHER THE LAW, ORDINANCE, 8. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 3% OF OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL AREA AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE, SHALL 5755PE REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. EMBANKMENTS TO A MINIMUM OF 90% OF ASTM 0-1557. BE REPLACED. al..J=+ Mar 01,2022 B PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION ITE GG 9 ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND A. LICENSING MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) . H. S USING ONNSITE EXCAVATION MATERIAL, SHAPE, TRIM, FINISH AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA OREGON 1. CONTRACTOR SHALL HAVE AND MAINTAIN A VALID CONTRACTOR'S 1. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, COMPACT SURFACE AREAS TO CONFORM TO THE LINES. GRADES AND REGULATIONS FOR CONSTRUCTION. LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. SILTATION CONTROL, AND DUST CONTROL. CROSS SECTIONS SHOWN ON THE DRAWING OR AS DESIGNATED BY THE 10.CONTENANC SHALL BE RESPONSIBLE FOR DEWATERING AND THE �qjV 0 FOR JURISDICTIONS THAT UCENSE INDIVIDUAL TRADES, THE TRADESMAN OR CONSTRUCTION MANAGER. MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF t/ 14 t Z \ SUBCONTRACTOR PERFORMING THOSE SHALL BE LICENSED, RESEARCHED 3. EARTHWORK WORK. I� \G AAND ND INFORMML SUBCONTRACTORS IITTHELICENSING REGARDING PAY LICENSE FEES, AND SELECT 2. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PORTING OR 11.ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS 'VS N w P EROSION. A. SCOPE OF WORK INCLUDES 3. ELIMINATE WHEEL RUTS BY REGRADING. SHALL BE COORDINATED WITH THE OWNER OR OWNER'S A. OSHA STRUCTURES, SITE TRENCHING,1. EXCAVATION, IMPROVEMENTS ANDCOMPACTION, U P C LION, AND GRADING FOR 4. COMPACT AREAS OF UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS EXISTING REPS NYYSTEMS ATIVE ES RMEADEACH AND EVERY CONNECTION TO EXPIRES: f (�192� 1. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE 2. MATERIALS FOR SUB-BASE, DRAINAGE, BACKFILL AND GRAVEL FOR AND STRUCTURES TO BE AT 95% COMPACTION AT A MAXIMUM DRY 12.MAINTAIN FLOW FOR ALL EXISTING UTILITIES DRAWING SCALES ARE I D FO 1T'xt 7'SIZE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS AND STATE LAWS SLABS, PAVEMENT AND IMPROVEMENTS. DENSITY AS DETERMINED BY THE ASTM 0-1557 OR WITHIN PLUS OR 13.ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED PRINTED MEDIA ONLY. BASED IN THE FEDERAL OCCUPATION SAFETY AND HEALTH ACT. THESE MINUS 3% OF OPTIMUM MOISTURE CONTENT. REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, REGULATIONS DEALING 3. ROCK EXCAVATION WITHOUT BLASTING. 5. CONSTRUCT FINISH SURFACE OF SITE GRADING AREAS WITHIN 1 INCH BY THE OWNER OF OWNER'S REPRESENTATIVE ON THE DRAWINGS WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATION AND TRENCHING, 4. SUPPLY OF ADDITIONAL MATERIALS FOR OFFSIDE AS REQUIRED. FROM SPECIFIED GRADE. OR TRACTOR TO REPORT RECOMMENDATIONS. SUBMITTALS AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND 5. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIAL AS 14.CO POSITIVE A GRADE ALLF AREAS THESITE POVIDE REV DATE DESCRIPTION BY SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. REQUIRED. I. SUBGRADE PREPARATION ANSITIVE DRAINAGE AWAY FROM THE BUILDING OR EQUIPMENT PAD 1. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON AND THE TOWER. A 10/10/21 SOS CD SHA A. PHOTOS B. QUALITY ASSURANCE THE DRAWINGS. 15.IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING 1. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION 1. COMPACTION 2. MAINTAIN TOP OF SUBGRADE IN A FREE-DRAINING CONDITION. AND REGRADING ROADWAY AND ANY DISTURBED AREAS FOLLOWING a 12/22/21 AS PER REDLINES SEM INSTALLATIONS, GROUNDING, AND TRENCHING AFTER PLACEMENT OF A. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND 3. DO NOT STOCK PILE MATERIAL ON TOP OF SUBGRADE UNLESS INSTALLATION OF UTILITIES. UTILITIES PRIOR BACKFILL. WALKWAYS WILL OBTAIN A 95% COMPACTION AT A MINIMUM DRY DENSITY AUTHORIZED BY CONSTRUCTION MANAGER. 16.N0 COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER 0 03/01/22 100%CO 9HA AS DETERMINED BY ASTM 0-1557 OR WITH PLUS OR MINUS 3% OF THE 4. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION 17.WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THE A. BUILDING PERMITS MOISTURE CONTENT. AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR DEVELOPMENT 1. WILL SUBMIT CONSTRUCTION TO 2. GRADING TOLERANCES OUTSIDE BUILDING LINES WITHIN PLUS OR MINUS 3% OF THE OPTIMUM MOISTURE CONTENT. 18.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL JURISDICTIONAL CONTRACTOR WILL FORB PLAN CHECK AND REVIEW.DOCUMENTS TO THEEN A. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 5. CONSTRUCT TOP OF SUBGRADE WITHIN 1 INCH OF ESTABLISHED UNLESS OTHERWISE NOTED. INCH. GRADE AND CROSS SECTION. 19.ELECTRICAL DRAWINGS HAVE BEEN REVIEWED AND SEALED FOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO B. UNDER PAVEMENTS PLUS OR MINUS } INCH. STRUCTURAL PURPOSES ONLY. THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT, 3. GRADING TOLERANCES FOR FILL UNDER CONCRETE APPLICATIONS J.GEOTEXTILE FABRIC CONANDTPOSTREQUREDR SHALL CPERMITSTE AND AT THE JOB SLITE COMPLYLE ED WITH SPECIFIC INSPECTIONS IIFC A. PLUS OR MINUS} INCH MEASURED WITH 10 FOOT STRAIGHT 1. LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE IN THE SITE INFORMATION PROJECT RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING EDGE. COMPOUND AREA AND UNDER LENGTH OF ROAD (WHEN REQUIRED). LAP INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK ALL JOINTS TO A MINIMUM OF 36 INCHES. SITE ID: THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM C. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION K.GRAVEL SURFACING PR52 THE CONSTRUCTION DOCUMENT. AT&T WILL REIMBURSE THE CONTRACTOR MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS, AND 1. SUB-BASE MATERIAL: GRADED MIXTURE OF NATURAL OR CRUSHED 1. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE INSPECTIONS. (INCLUDED IN THE BASE PROPOSAL). GRAVEL, CRUSHED STONE OR SLAG, AND NATURAL SAND. BASEAAND FINISHACURSE TO OBTAIN SPECIFIED BY CO CONSTRUCTION MANAGER. REDS NAME: 2. WASHED MATERIAL, EVENLY GRADED MIXTURE OF CRUSHED STONE A. ZONING REGULATIONS AND CONDITIONAL USE PERMITS OR GRAVEL WITH 95% PASSING A 1-1/2 INCH SIEVE. L. LANDSCAPING PR52 CBAND 1. CONTRACTOR WILL SUBMIT ALL ZONING AND CONDITIONAL USE 3. GRADING MATERIAL WILL CONSIST OF SATISFACTORY NATIVE OR 1. FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER AND/OR REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS SITE NAME: HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE. SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS. DURHAM WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT OF NO MORE THAN PRE-BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS. 5%. M.CONCRETE FORM WORK 4. GRAVEL MATERIAL: EVENLY GRADED MIXTURE OF CRUSHED STONE F1. FORMS:ORM RELEASE AGENTS. AND FREE OF SURFACE IRREGULARITIES. UTILIZE SITE ADDRESS: A. FAA PERMIT AND TOWER LIGHTING OR GRAVEL WITH 95% PASSING A 1-1/2 INCH SIEVE. 1. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION 5. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS. 2. CHAMFER EXPOSED EDGES OF ALL TOWER FOUNDATION SHALL 16295 SOUTHWEST 85TH MANAGER FOR FM AND STATE LIGHTING REQUIREMENTS. CONTRACTOR RECEIVE A i INCH BY i INCH 45 DEGREE CHAMFER. OTHER EXPOSED AVENUE SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT D. CLEARING AND GRUBBING EDGES SHALL RECEIVE A TOOLED RADIUS FINISH. LIGHTING IS OPERATIONAL. 1. REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE 3. UPON COMPLETION, REMOVE ALL FORMS INCLUDING THOSE TIGARD, OR 97224 STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAYS. DISPOSE OF CONCEALED OR BURIED. i A. TOWER SECURITY CLEARING AND GRUBBING OFF-SITE OR IN AN ON-SITE LOCATION 4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 1. IF REQUIRED, TOWER MUST BE FENCED, TEMPORARILY OR APPROVED BY CONSTRUCTION MANAGER. SHEET DESCRIPTION PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. GENERAL NOTES SHEET No. GN-1 THIS IS NOT A SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH, EASEMENTS, STREET WIDTHS, AND SETBACKS WERE OBTAINED FROM A GEOGRAPHIC INFORMATION SYSTEM (GIS) OR OTHER MEANS, AND ARE APPROXIMATE. • AT&Ti .U(E) ILDING I IIII 111111 (E) N BUILDING 4 • + +x . . -(� . • - • - •2 VrL IIIIIIIIIIIIIIIIII - Dz . = . . ®smartII II I IIIIIIIIIIIIIII I a • 'F �IGAR� k 6 Z + flex-▪ _ ..• .- . . . . BUILDING O T Cil • • IIIIIIIHIIIII Date.initials: ___ — P • • •I ���� �•�•�• T(E) . . . . . .BUILDING PARING •ii• •. ry I o n•AREA (TYP.) • • • I § ,. ( • 1825 W. WALNUT HILL LANE SUITE 120 IRVING, TEXAS 75038 — — \ 1-855-889-5421 ' 777V).(.\O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I(`sl l l l 1 l l 1 l l l l l l l l <:F,D PROFFS g �5���GIN£F `I/_444p -__ — 95755PE E I (E) _ _ ( V ✓ Mar 01,2022 � BUILDING = N BUILDING 1— • • • • • • •—_ N = _ OREGON BUILDING ' 'S I _ t ✓ O ti 412 11"t 170—3"f '-r , - -i x, Q � N14, ti . i i (E) _ r _ i i /OSHA N W P�� 7-- BUILDING = EXPIRES 630/202 Ex,' ( I I • DRAWING s'�P5 ARE 1 DED FOR 17 x17'SIZE PROPERTY LINE((E) ENLARGED SITE PLAN o— (TYP.) - . . • . SUBMITTALS I I DESCRIPTION ( REV DATE SCRIPTIO BY 1� _ ��.-.-{ �� � BUILDING , A 10/1S/21 SOX CO SRA '�� I ( e 8 12/22/21 As PER REDLINES stw �.� 0 0.3/91/22 toos co sw4 I. . . . . . . . . . . . . . . a, « . . . . . . . . . . . . . . . . t ( I (E) • . BUILDING BUILDING _ SITE INFORMATION '- . •• — •• •• (E) SITE ID ( . . . . . .'. . . . BUILDING I I PR52 ' RFDS NAME: PR52 CBAND • �I I I SITE NAME: y • co .•.•.•I.•.•.•.•.•.°.•.•.•.•.- 00 DURHAM .`\ I SITE ADDRESS: • 16295 SOUTHWEST 85TH . ' • .. ".•! Z I BUILDING AVENUE I'•'•...- Gam`•;-• ." 2- r m -- // TIGARD, OR 97224 +� (E) TREE . AREA (TYP.)' �"" x--- ')•° SHEET DESCRIPTION • ••I ;- OVERALL SITE PLAN . - E • BUILDING SHEET No. •OVERALL SITE PLAN 0 ts��3r-D' s, •SCALE 1/84" V-0• A-1 To ' •0 AT&T x 0 c.im oQ (E) CHAINLINK-\ lb FENCE (TYP) X X x x X X X X X X X X X X smart x I x i x , , EXISTING & NEW 'AT&T'© � ® a Tim !MI l ANTENNA PLAN W :® • x x x - (� 2'�li �� x TRAY°( > ' ` x �t Tr y I o n Ne/• • t�' 1825 W. WALNUT HILL LANE, SUITE 120 `,` x IRVING, TEXAS 75038 Aa, \ 1-855-869-5421 so (E) OTHER CARRIER `c�G�x I ` I _ ' (7-,i3O—PROres EQUIPMENT (TYPJ ,r. ?p�jo ��•. x ol 95755PE `- 0 x I- x ✓ Mar 01,2022 OREGON x 4 ` SyANWt' , * _ x x x x 1 x EXPIRES: 6/30/202 DRAWING SCALES ARE INTENDED FOR 11 x17 SIZE c x j f * PRINTED MEDIA ONLY. 1 x x I x f EXISTING & NEW 'AT&T' fIll SUBMITTALS f EQUIPMENT PLAN REV DATE DESCRIPTION BY x —� A 10/10/21 00X CD SHA x / B 12/22/21 AS PER REDLINES SNA I 0 03/01/22 100X CD SH [/ A * I (E) CONCRE x NI : " � N WALKWAY � -- � SITE INFORMATION . N SITE ID: x J ✓ I PR52 <`rl/,////rr;-7,7,!6/r� RFDS NAME: x L J PR52 CBAND (E) ACCESS GATE x SITE NAME: DURHAM //co / SITE ADDRESS: '. I 16295 SOUTHWEST 85TH J 'I X Y % Y X Y Y Y Y AVENUE 19'-2"f TIGARD, OR 97224 58'-0"t i SHEET DESCRIPTION ENLARGED SITE PLAN SHEET No. ENLARGED SITE PLAN I — 12 A-2 SCALE 1/4' 1'-0' 0 2'-0" 4'-0' 8'-0* 12'-0" pig gi# AT&T 1 A --i-r-- A EXISTING CALEY I EXISTING CABLE Y EXISTING (1) RFFf-48SM-001-50M FIBER TRUNK I i EXISTING (1) RFFT-48SM-001-50M FIBER TRUNK ; V 1 1 a rt (4) PWRT-608-S POWER TRUNK CABLES TO REMAIN ( ,' (4) PWRT-605-5 POWER TRUNK CABLES l DUNG (1) RFFT'-24SIA-001-50M FIBER TRUNK l STI , INSTALL (1) RFFT-48SM-001-50M FIBER TRUNK TO BE RDAONED � � ( (2) PWRT-606—S POWER TRUNK CABLES I ) EXISTING HVAC I EXISTING HVAC i I, ) UNIT (rep.) I UNIT (TYP.) r///7/7/77///// -/ /17/7;7 ,,/,,,/ ,,/ '////7)//7////Z`7 V '/.-<//..,`, ".2 / 0 6 (0 1 - ,/f�, J r n. y on EXISTING SC CARDS FROM J' ,/� INSTALL (1) (N) ASIL AND (3) - �T 1825 W. WALNUT HILL LANE, SUITE 120 THE (E) F5M4 SUBRACI( C2 F / (N)ABIo. stJBRACIc C2 / IRVING, TEXAS 75038 TO BE RDA0vED % ,j� / eT 1—ass—sss—sa21 EXISTING GSM (1 —EXISTING GSM - ' CABINET DC12-48-60—RM RAYCAP '�11- I , CABINET / `�1 EXI FIIF RACK Sjj EXISTING LTE RACK 7 I } (1--;‘) PROFFS f; / /, CAB NEi ISTING GSM ;/ / EXISTING CABINET GSM ��j I N�'�„ `r/Q J a- ' % 6 e , 'fj' 95755PE EXISTING FIBER EXISTING FIBER Mar 01,2022 RACK / . RACK ,/ p EXISTING GNB31 BATTERY STRINGS ;✓ . �A N Y` J 7,4 7 I ` EXPIRE : a/p�)?' / DRAWING SCAT FS ARE I T1'x17'SIZE PRINTED MEDIA ONLY. IXISTING UMTS CABINET — // -H EXISTINCABINET // .14 SUBMITTALS %� % 10 f 10 REV DATE DESCRIPTION BY N / N f , A 10/10/21 90x CD 9lIA l " '' EXISTING ALARAM / ✓', B 12/22/21 AS PER REDt1NE3 S!N EXISTING TELCO /; . . LVfr� EXISTING ALARAM a 03/21/22 100�CO SW. RACK /% . // EXISTING TELCO / / /__ I RACK . . EXISTING (9) / RECTIFIERS, // // ( SITE INFORMATION 1 / 0 0 0 0 EXISTING 7100 POWER PLANT // `„` / / -- EXISTING 7100 - --- EXISTING SITE ID: (9) // - 2,7` POWER PLANT � / / PR52 RECTIFIERS ,„,)/- ° 0 �0 0 RECTIFIER r RFDS NAME: EXISTING INSTALL %/ EXISTING PR52 CBAND POWER PANEL i% �-/ POWER PANEL J r://r EXISTING SWITCH / I L7, EXISTING SWITCH SITE NAME: EXISTING BAIItKY Lj EXISTING DISC EXISTING BATTERY f I > EXISTING DISC DURHAM STRINGS -0 /i SWITCH STRINGS ,f 1 V 2 SWITCH // ! SITE ADDRESS: 1 ;-%/�///7/.�7i////////��77/27//7/�//0/.. 16295 SOUTHWESTVENUE 85TH TIGARD, OR 97224 l 12'-0•t 12'—O± SHEET DESCRIPTION h EXISTING & PROPOSED EQUIPMENT SHELTER PLANS SHEET No. e EXISTING EQUIPMENT SHELTER PLAN I — �� ®PROPOSED EQUIPMENT SHELTER PLAN I — A-3 SCALE 1/2" a 1'-0' 0 1'-0' 2'-0' 4'-0' 6'-0' SCALE 1/2` ® 1'-00 0 1'-0' 2'-0' 4'-0' 6'-0' 11# NOTE AT EXISTING ANTENNA MOUNT TO BE ROTATED TO REDUCE ANTENNA SKEW. 11# *NNW X 0 0 smart Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 EXISTING AT&T 1900 RRH �I� ` 1-855-669-5421 TO REMAIN(1 PER SECTOR, 3 TOTAL) � xT Nb ' ��p PROFFS -6517 REMAIN Al Icerl o gQ Al A2 A3 A4 -c/ ��G 1 N£F/s/pr b EXISTING AT&T 1900 RRH (2 PER SECTOR FOR ALPHA 2 TOTAL) A (, PER SECTOR, 3 TOTAL) 9 55 P E 2'-8"t 3'-0"t I a NEW AT&T HECK + AEQU 5G CBAND EXISTING PIPE MAST AND U-BOLT T. Mar 01,2022 EXISTING AT&T DC9-48-60-24-8E—Ev +��* •• TO BE RELOCATED A� . STACKED (AEQK+AECU) OREGON RAYCAP TO REMAIN *M.'', (1 PER SECTOR, 3 TOTAL) (, PERK $ECTDR. 3 TOTAL) EXISTING AT&T \i�w I>•lr IWW, ✓4 ' ��EXISTING AT&T DCB-48-80-18-8C-EV � , I� �0RAYrAP REMOVED CMA—UBTULBULBHH-6517-17-21-21 f +,1 � � ��� �Ii ✓ 'Y / `j�ANTENNA ,\, � itii/ 11 �,,,, (2 PER SECTOR FOR ALPHA, 2 TOTAL) O S Q�,t; r ca m aMI131r*A ' i B, ` Hq N W"f � NEW ATRT DC9-48-80-24-8C—EV �/ `' . ,'' ,81 ROTATED EXISTING MOUNT TO �' NEWRAYCAPA EXPIRES: 3U/202�c � DRAWING SCALES ARE I DED FOR 11 x17'SIZE ��`� ACCOMMODATE THE ANTENNA SKEY/S N /� 82PRINTED MEDIA ONLY. (C L r92/� ir,4SW." EXISTING AT&T 700 RRH ��` , 1p3�j ( SUBMITTALS 1 PER SECTOR, 3 TOTAL) EXISTING AT&T 850 RRH . / 82 �'1`� V A'F REV DATE DESCRIPTION BY TO REMAIN II . ' IM I 83 (1 PER SECTOR, 3 TOTAL) C2 11, / 4,` it Y C3i\.0k4,01‹�I 12 � A 10/16/21 SOOT CO RNA +R NO# i �yGj'�• DC9-48-60-24-8E EXISTING ETIN AT&T ' III, 42jy' i a t7J22/Zt AS PER RtLLMEs 9N 255 /63 J C G��1 0 03/01/22 100%CD swt EXISTING AT&T UMTS 830 ANTENNA EXISTING AT&T 700 RRH TO REMAIN EXISTING PER SECTOR, 3 TO 8E REMOVED 4;!/ EXISTING AT&T 850 RRH T WCS RRH ( TOTAL) (1 PER SECTOR, 3 TOTAL] ��''�0• (1 PER SECTOR, 3 TOTAL) (1 PER SECTOR, 3 TOTAL) 811f„ �� Cl C1,j 1'�� /I/ EXISTING AT&T WCS RRH TO REMAIN B4 (1 PER SECTOR, 3 TOTAL) SITE INFORMATION 1 EXISTING AT&T NNHH-65C-R4 ANTENN A TO REMAIN EXISTING AT&T NNHH-65C-R4 ANTENNA SITE ID: (2 PER SECTOR FOR BETA AND GAMMA, 4 TOTAL) (2 PER SECTOR FOR BETA AND GAMMA, 4 TOTAL) PR52 RFDS NAME: PR52 CBAND SITE NAME: DURHAM SITE ADDRESS: 16295 SOUTHWEST 85TH AVENUE TIGARD, OR 97224 SHEET DESCRIPTION EXISTING Sc PROPOSED ANTENNA PLANS J SHEET No. ®EXISTING ANTENNA PLAN ®PROPOSED ANTENNA PLAN SCALE 1/2" - 1'-0" SCALE: 1/2" — r—o" A—4 .4 AT&T EXISTING AT&T 850 RRH TO REMAIN (1 PER SECTOR, 3 TOTAL) EXISTING AT&T 850 RRH (1 PER SECTOR, 3 TOTAL) EXISTING AT&T WCS RRH TO REMAIN COSTING AT&T DC6-48-60-18-8C-EV (1 PER SECTOR, 3 TOTAL) RAYCAP TO BE REMOVED EXISTING AT&T WCS RRH t EXISTING AT&T DC9-48-60-24-8E-EV (1 PER SECTOR, 3 TOTAL) smart l m i L..a 1 r RAYCAP TO REMAIN EXISTING PPE MAST AND U-BOLT EXISTING AT&T TO BE RELOCATED DC9-48-60-24-8E-EV RAYCAP EXISTING AT&T 1900 RRH (1 PER SECTOR, 3 TOTAL (1 PER SECTOR, 3 TOTAL) ) TOP OF EXISTING AT&T ANTENNAS TOP OF p� & NEW AT&T ANTENNAS ELEV.- ±102"-0" AGL 4" ELEV.= *102r-0• AGL i EXISTING AT&T 1900 RRHNEW AT&T DC9-48-60-24-8C-EV A. TOP OF EXISTING AT&T ANTENNAS TO REMAIN t NEW AT&T ANTENNAS RAYCAP :: ELEV.= t100"-3" AGL (1 PER SECTOR, 3 TOTAL) ELEV.= f�•-0. AGL m 9FTOP OF EXISTING TOWER I TOP OF EXISTING TOWER Try I O/ 1 ELEV.= t100"-0" AGL I _ ELEV.= ±100"-0" AGL I , I .11 ®*e; Y c. ISTTNGGBATOT AANTENNAS GL ,�I:� , ,� 1825 W. WALNUT HILL LANE, SUITE 120 EXISTING AT&T ANTENNAS ELEV.= ±98'-0" AGL IRVING, TEXAS 75038 NEW AT&T AEQK +AEQU 5G CBAND >I ` 1-855-669-5421 ANTENNA STACKEDEXISTING AT&T CMA-UBTULBULBHH-6517-17-21-21 EXISTING AT&T 700 RRH TO REMAIN (1 PER — ANTENNA TO REMAIN (1 PER SECTOR, 3 TOTAL) EXISTING AT&T 700 RRH C"� PROF£ (2 PER SECTOR FOR ALPHA, 2 TOTAL) , (1 PER SECTOR, 3 TOTAL) tr S(� IL , A EXISTING AT&T CMA-UBTULBULBHH-6517-17-21-21 u / ( "----c.,-‘) � G`N AJ/EXISTING ATdIT UMTS 850 ANTITINAANTENNA E O ro REMOVES (2 PER SECTOR FOR ALPHA, 2 TOTAL) �� F� (1 PER SECTOR, 3 TOTAL ,T I►! 9 5 7 5 5 P E `"� T �� "��� Mar 01,2022 EXISTING OTHER CARRIER Q ° l ANTENNA (TYP) N�G OTHER CARRIER OREGON ' (TYP.) ✓JqN /4, 2\"- (4)(E) DC CABLES • /�SyA N w��� i i : TO(REMAINR FIBER CABLE 1111 EXPIRES30/202Y �'N (4)(E) DC CABLES DRAWING SFS ARE DED FOR 11 x17'SIZE PRINTED MEDIA ONLY. )(E) 12 PR FIBER CABLEFIBER CABLE " LT10 g� 4:: (1)(E) 24PR'• SUBMITTALS REV DATE DESCRIPTION BY EXISTING 100'-0" SELF EXISTING 100'-0" SELF A 10/16/21 iOtR CD SIN SUPPORT TOWER SUPPORT TOWER •• INSTALL (1) (N) RFFT-485M-001-50M FIBER CABLE a ✓01/ AS PER SEDUM SIN • 0 03 03/01/22 100X CD SIN (2) (N) PWRT--606-5 POWER TRUNK CABLES • • • • SITE INFORMATION 1 • • • SITE ID: EXISTING AT&T EXISTING AT&T PR52 EQUIPMENT • EQUIPMENT EXISTING CABLE • EXISTING CABLE RFDS NAME: EXISTING CHAINLINKTRAY THY PR52 CBAND /—EXISTING OTHER EXISTING CHAINUNK CARRIER EQUIPMENT FENCE CARRIER EQUIPMENT FENCE EXISTING OTHER SITE NAME: DURHAM GRADE — A , — SITE ADDRESS: ELEV.= 0'± (AGL) — S; �, ; sr ELEV.= 0't (AGL) { t: ;��' 4 Al ' 16295 SOUTHWEST 85TH •�,> - a.> z _�.. .�,.,. .,. AVENUE TIGARD, OR 97224 SHEET DESCRIPTION EXISTING & PROPOSED TOWER ELEVATIONS i SHEET No. ®EXISTING ELEVATION °PROPOSED ELEVATION SCALE: 1/8" - 1'-0• SCALE: VW - 1'-0" A-5 • EXISTING ANTENNA AND EQUIPMENT SCHEDULE—PR52—DURHAM-1.00-9/30/2021 AT&T ANTENNA SECTOR TECH AZIMUTH RAD RADIOS/TMAs DIPLEXER/TMA HYBRID CABLES MANUFACTURER MODEL NO. (PORT) SIZE & WEIGHT STATUS CENTER LTE700 (1) (E)AIRSCALE DUAL RRH 1 LTE1900 0' CELLMAX CMA—UBTULBULBHH-6517-17-21-21 96.5"x27.2"x7.7" EXISTING 98'-0" 4T4R B25/66 320W AHFlB — LTEAWS (112 Ibe) (1) (E)AIRSCALE DUAL RRH ' , 54.5"x10.3"x5.9" 4T4R 812/14 320W AHLBA (` C 1 ,/�y��� Lt ,art..... O 2 Ammo 15 KATHREIN 800 10121 (46.3 Ibe) EXISTING 98'-0" - - tea J RSCALE RRH taJ .5"x27.2`x7.7" (1) (E)B5 1130W AHCA 4T4R LILwc 0' CELIMAX CMA—UBfllLBULBHH '-0' (1) (E)AIRSCALE RRH 4T4R a 100W AHNA LTE700 (1) (E)AIRSCALE DUAL RRH \ 1 LTE1900 120' COMMSCOPE NNHH-65C—R4 96"x19.6"x7.8" EXISTING 98'—O" 4T4R 825/88 320W AHFlB — (1) (E) RFFf-24SM-001-50M iV LTEAWS (99.2 lb.) (1) (E)AIRSCALE DUAL RRH 4T4R B12/14 320W AHLBA (1) (E) REF PWRT-608—S001-50M ®�• p 2 UMTS850 135' KATHREIN 800 10121 (46.3 ba)9' EXISTING 98'-0" — - (4) (E) • 1' yVj (1) (E)AIRSCALE RRH 4T4R (1) (E) DC6-48-60-18-8C—EV ® ®° i Y ®Fl N 3 LT CS 98"x19.6"x7.8" B5 180W AHCA — (1 (E DC9-48-80-24-8C—EV ® J 120' COMMSCOPE NNHH-65C—R4 EXISTING 98'-0" (99.2 Iba) (1) (E)AIRSCALE RRH 4T4R 1330 100W ANNA 1825 W. WALNUT HILL LANE, SUITE 120 LTE700 (1) (E)AIRSCALE DUAL RRH IRVING, TEXAS 75038 1 LTE1900 240' COMMSCOPE NNHH-85C—R4 96"x19.6"x7.8` EXISTING 98'-0" 4T4R B25/68 320W AHFlB _ ` 1-855-669-5421 N) LTEAWS (99.2 Iba) (1) (E)AIRSCALE DUAL RRH 4T4R B12/14 320W AHLBA ' ti�Ep PROFFS , CC 54.5'x10.3"x5.9` p 2 UMT5850 255 KATHREIN 800 10121 (48.3 Ws) EXISTING 98'-O" - - ` s N 3 � 96'x/9.8"x7.8" (1) (E)�N 160W AHCA RARH 4T4R - \� c �G I N,��A �Q�i� LTEWCS 240' COMMSCOPE NNHH-65C-R4 EXISTING 98'-0" �cI '!" 'y (99.2 Ibe) (1) (E)AIRSCALE RRH 4T4R B30 100W AHNA 95755PE Mar 01,2022 OREGON ,/ q ,2 � 14' 2��0 �IvSliA N Nts1 N. SCALE: EXPIRES: 66//30/202� EXISTING ANTENNA SCHEDULE N.T.S. DRAWING gr../aFC ARE I DED FOR 11 x17"SIZE PRINTED MEDIA ONLY. PROPOSED ANTENNA AND EQUIPMENT SCHEDULE—PR52—DURHAM-1.00-9/30/2021 SUBMITTALS ANTENNA REV DATE DESCRIPTION BY SECTOR TECH AZIMUTH RADIOS/TMAs DIPLEXER/TMA HYBRID CABLES A 10/16/21 90%CO SH► MANUFACTURER MODEL NO. (PORT) SIZE & WEIGHT STATUS RAD CENTER 6 12/22/21 AS PER REDLNES Mk LTE700 (1) (E)AIRSCALE DUAL RRH 0 03/01/22 100%CD SHA 1 LTE1900 0' CELLMAX CMA—UBTULBULBHH-6517-17-21-21 98.5"x27.2"x7.7" EXISTING 98'-0' 474R 825/68 320W AHFlB — LTEAWS (112 Ibe) (1) B 2/ DUAL RRH - 4T4R(E)AIRSCALE 320W AHLBA cO 2 EMPTY — — — — — — — — U (1) (E)AIRSCALE RRH 4T4R y 3 LTEWC�S 0' CELLMAX CMA—UB'RILBULBHH-6517-17-21-21 98.5'x27.2'x7.7' EXISTING 98'-0" B5 i80W AHCA — (112 Ibe) ci>(��cppE�R 00 AHNA RRH SITE SITE INFORMATION 4 50061ND 90 NOtdl1 AEOKiAEbtl 59'x17.7'SL9.5' NEW ae-0. (1)194AE N77 AE (190.4! IA .) (1)(10_ AMUAMC/LE A 64704R 1�94YAAEE - SPRS ID:ITE N77 200W AU LTE700 (1) (E)AIRS=F DUAL RRH 1 LTE1900 120' COMMSCOPE NNHH-65C—R4 98'x19.6"x7.8" EXISTING 98'-0' 4T4R B25/68 320W AHFlB — REDS NAME: 4 LTEAWS (99.2 Ibe) (1) (E)AIRSCALE DUAL RRH 4T4R B12/14 320W AHLBA (1) (� RFFT-48SM-001-50M cc _ — — — — — — — PR52 CBAND p 2 (4) (E) PWRT-608-5 N 3 Cl) (E)AIRSCALE RSCALE RRH 4T4R (1) RFFT-459Y N—001-50 5G850 96"x19.6"x7.8" B5 160W AHCA (2)00 -006-s SITE NAME: LItIR.a 120' COMMSCOPE NNHH-65C—R4 EXISTING 98'-0" — (99.2 lb.) (1) (E)AIRSCALE RRH 474R DURHAM (fQB30 100W AHNA (1)00 DC9-45-90-24-80-EV 4 50CBYD 12C N010A AEOKiAE01) 59SA7.7St9.5" 1911N yp•� (I) )197AE N SITE ADDRESS: 77 200W AEON - (1 (E DC9-48-60-24-8C-EV (196.4 m.) (1)(0 MIME TIMA 541e4R 192AE N77 200W PM 16295 SOUTHWEST 85TH LTE700 (1) (E)AIRSCALE DUAL RRH AVENUE 1 LTE1900 240' COMMSCOPE NNHH-65C—R4 96"x19.6"x7.8" EXISTING 98'-0' 4T4R B25/86 320W AHEM M S'LTEAWS (99.2 Ibe) (1) (E)AIRAIF DUAL RRH - TIGARD, OR 97224 4T4R B12/14 320W MLBA CC p 2 EMPTY - - - - - - - - 8 3 (1) (E)AIRSCALE RRH 4T4R SHEET DESCRIPTION 5G850 240' COMMSCOPE NNHH-65C—R4 96'x19.6'x7.8" EXISTING 98'-0" B5 160W AHCA L1tlti5 (99.2 Ibe) (1) (E)AIRSCALE RRH 4T4R - ANTENNA AND EQUIPMENT B30 100W AHNA 5951177519.5" (1)1 E 200W AEON SCHEDULE 4 60CBNp 24d N0IU AEOK+AEOU (195A be) (1)99'-0" (1)00 MRSC/LE WA 64154R - 197/IE N77 200W AMU SHEET No. NEW ANTENNA SCHEDULE SCE; A-6 N.TS. BOLT, CARRIAGE, M12 „wmalsgo0 NUT, HEX, M10 STEEL X200 STEEL GALVANIZED LK,G �,,,,,�,► AT&T GALVANIZED, WASHER, re. 111 GA SPLT, M10 STEEL GALVANIZED, NUT, HEX, M12 STEEL GALVANIZED / PIPE CLAMP BRACKET, NO FLANGE WASHER, FLAT SCR, HH, HEX M8X25, SST, M12, 13X28X2.5 PASS, STEEL WASHER, LK, SPLT, M8, STEEL GALVANIZED GALVANIZED AEQK AirScale MAA 64T64R 192AE n77 200W AEQU AirScale MAA 64T64R 192AE n77 200W AirScale High Power Wide Technical datasheet AirScale High Power MAA Technical data(Preliminary benefits --PROPOSED AT&T 5G CBAND smart U�nef Its BaI"�d MAA benefits PANEL ANTENNA I. c r s Product Specifications s a a srw ccc•,n + oo • (E) PIPE MAST Sand/r en y W ggRiMn SG Adapts,Antenna System for optimized •`,, s nR as c •SG Adapd -A term Systemfor opfmized Supported RAT by ew cadp ty and c0413ge11110 capacity nd coverage Rawl/'ragmen. I I •Bearaorming capable 64T64R with toter _ na.supported modulatron 2560AM •Oval min form R user MHO 206+l output power / BOLT, CARRIAGE, M12 Numberrr r z b ,SaR - 8 tr x,.aer rrwax pmbs +,.v, a X200 STEEL GALVANIZED Ming •Connect a),with ArScale BBU nag eCPRI1 `TO bandwidth 13 / \ •8eamfotmirig capable b4T6r:R with total news Minch..ieW w -o«n d b oew +oo a 200W output power .Occupied banawM1 OBW GO WMTotal average[IRP 13 •32TWi+32TRX split'node Support TOW average e,00 >� Vic. Tr I o n Max output. ❑ tax sw rxzwv s ,as to eraaor... -- tg eti N output power per TRx 3125 T k o i Weights w t omm«+ r i a so o p9 weight 434 w/o bracket p SA aLa C S.. w911r.StAM/Connecter type rn 40 3 v 3,/l pole toranctol pY p z RA,. mp n ota v__ f 2 eee s 1825 W. WALNUT HILL LANE, SURE 120 ro e 10,53EcPR _ °0J •, Crnnraa SG Optical pore 1 /r eCpM a rc mow-taros typeEtter IPlzrpm,bwR26,.rmmtso. omwN..rfacs°can+acmrnp. n t s s, teaNm , . r:,. ..,°.°°°r."` IRVING, TEXAS 75038 Other op rae anm umpprtur.ap weagc to _ n ten erdSmq{smut 1-855-669-5421 _....._-. g1.w.wa+s«n(wrap o c ,ss c / COOIRn xaturN ronoertien<ading eon opt (mechanical 1 <I ,_..in tr,a'acpustrrw tt + tnn. laJ1 CeWd rooting PIPE CLAMP BRACKET, NO FLANGE '� , �\... PROFESS tn8rep/,ge P.ntec(p -. insnWtbo WtteM 1 Is.,,r ,,i r., - -- gees/surge Rrouetlw_ ices/c Zola PROPOSED AT&T 5G CBAND ___.. AEQU 4/6os 0 NOKIA . PANEL ANTENNA ; ( G I N f r0 WASHER, FLAT M12, 13X28X2.5 V v� STEEL GALVANIZED \• 9 PIPE CLAMP BRACKET, 95755PE NUT, HEX M12 STEEL NO FLANGE 1l�v'^�c' GALVANIZEDV_ Y Mar 01.2022 OREGON 0 PROPOSED AEQK ANTENNA © PROPOSED AEQU ANTENNA © PROPOSED ANTENNA MOUNTING DETAIL `�VsSHA N w PSG W SCALE: Nis W SCALE NTS W SCALE: NTS " i EXPIRES:6/30/202r DRAWING SCM FR ARE I DED FOR 11 x17.SIZE PRINTED MEDIA ONLY. 10'24. SUBMITTALS (12 PR) FIBER TRUNK INGRESS REV DATE DESCRIPTION BY - (12 PR) FIBER TRUNK INGRESS OPTIONAL ONE-HOLE GASKET FOR 18 A 10/15/21 SOS CO 9W1 PR FIBER TRUNK CABLE NOT SHOWN B 12/22/21 AS PER REDLINES MA 3 1 • r FIBER JUMPER (6) (TYP) `i♦ 0 03/01/22 100%CD 9FM r TOTAL OF 24 JUMPERS �,IIE_E)` aOME COVER 11 DOME COVER • SECURING BAND I11tlEg FIBER SIDE a. SECURING BAND RAYCLOSED PORT PROTECTOR DOME COVERAIR VALVE DC JUMPERS \���^�'' ; AN P°WE+SIDE CLIP LUGS FOR ATTACHING ( /4 . DC JUMPERS CLOSED PORT (TYP 5) �/ silitig,gq,,,,,, DEVICE TO BASE ASSEMBLY ��`�g�� 11. -. TYP 4 �' DOME COVERKILO O O O SITE INFORMATION e r DOME SECURING BAND ( ) .Jt.,� - �' SECURING BAND �����TO/�7�I��POWER SIDE / OPTION PORT DC TRUNK ALARM ' (GgE) DC JUMPERS• SITE ID: INGRESS PORT DC JUMPERS -/rt ASSEM SUPPLIED BASE � ' .;� PR52 ., R - a ASSEMBLY CUP LUGS FOR ATTACHING ° � -_if- - BOTTOM VIEW DEVICE TO BASE ASSEMBLY ALARM weer (TYP 4) DC TRUNK REDS NAME: �+ I DC9-48-60-24—$C—EV INGRESS PORT PR52 CBAND All' -- E TOP VIEW -.- -- o BOTTOM VIEW SITE NAME: POWER CABLE DC9-48-60-24-8C—EV DURHAM INGRESS PORTS - — SITE ADDRESS: RAYCAP DC9 (SQUID) 16295 SOUTHWEST 85TH AVENUE 0000 LENGTH (H) 18.28" TIGARD, OR 97224 WIDTH (W) 10.24" 5 HEIGHT (D) 31.4" CABLE TIE BAR SHEET DESCRIPTION leas• WEIGHT: SYSTEM 18.0 LBS MOUNT 10.2 LBS TOTAL: 26.2 LBS EQUIPMENT DETAILS 0 RAYCAP DC9-48-60-24-8C—EV DETAILS SHEET No. tor SCALE: NTS A-7 TOP VIEW AT&T ++:,:+++: t. +:,: ++ :++, :;:+. a RAYCAP DC12-48-60-R}, DC SURGE SUPPRESSOR ;:j 13 sTh DIMENSIONS, HXWXD: 3.48"X17.23"X15.40" O NNUNooc Smart L- - - - - -- - Ii •••:PLUG IN MODULE (TYP.) • •, Try Ion 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 'd \ ?1 "-----1 �;�� ✓'S� Mar L0 � , ��022 FRONT VIEW SIDE VIEW OREGON 0 DC12 RAYCAP DETAIL ._ /"SIMN W�\- liar SCALE: Nis EXPIRES: 6/30/2022 DRAWING SCALES ARE INTENDED FOR 11'x17'SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 10/16/21 60%CD SW, B 12/22/21 AS PER REDLINES SW 0 03/01/22 100%CD SFN SITE INFORMATION SITE ID: PR52 RFDS NAME: PR52 CBAND SITE NAME: DURHAM SITE ADDRESS: 16295 SOUTHWEST 85TH AVENUE TIGARD, OR 97224 SHEET DESCRIPTION EQUIPMENT DETAILS SHEET No. MI DETAIL NOT USED © DETAIL NOT USED 0 DETAIL NOT USED W SCALE: Nrs W SCALE: rrs W scALE: Nrs A-8 AT&T 0 M 0 0 . )smart T Ub :ii: Trylon . 0 Al A2 A3 A4 1825 W. WALNUT HILL LANE, SUITE 120 — RANG, TEXAS 75038 I I 1-855-669-5421 \ f +B>_�~i ( i----3) F'KO�F jai � 95755PE tor N,Ipe Mar 01,2022 % --411 10-, / B2 OREGON �,>,, I( �,/ ✓ v/4, 2 �` ` I, ,� SyAN wP NO WORK 4.. ti c3 �. �i 20@ A II' e, EXPIRES: 6/30/2022 C2 l' ' DRAWING SPAT PS ARE INTENDED FOR 11'x17'SIZE PRINTED MEDIA ONLY. .4II�� SUBMITTALS U) i NEWii22WIRE' r PER u e SPECS FOR ALL NEW REV DATE DESCRIPTION BY ci B� MJSIYILI/1Ti0N A 10/16/21 90%CD SW. B 12/22/21 AS PER REDUNES SW. 0 03/01/22 100%CD SW SITE INFORMATION SITE ID: PR52 RFDS NAME: PR52 CBAND SITE NAME: DURHAM LEGEND LEGEND SITE ADDRESS: 16295 SOUTHWEST 85TH ■ EXOTHERMIC CONNECTION ■ EXOTHERMIC CONNECTION AVENUE TIGARD, OR 97224 • COMPRESSION CONNECTION • COMPRESSION CONNECTION SHEET DESCRIPTION I-I ANTENNA GROUND BAR --A ALL NEW EQUIPMENT MUST BE GROUNDED TO GROUND RING OR I—I ANTENNA GROUND BAR HALO PER AT&T SPECIFICATIONS. GROUNDING PLAN - OR TO REPLACE ALL MISSING I "' I MASTER GROUND BAR GROUNDING CONNECTIONS AS REQUIRED.GROUND BARS AND I I MASTER GROUND BAR SHEET No. ®EQUIPMENT SHELTER GROUNDING PLAN I le,—,-0, �, °ANTENNA MOUNT GROUNDING PLAN E-1 SCALE: l/2' - l'-O' SCALE: l/2' - l'-O' 2 3 /12'TO 24• WOG/ASf ER.TYP. T WASHER TYP. MESHNIICAL DOWNTILT ANTENNA /g A I INSULATED � Pill" iti AT&T D ANIMA CABLEGROUND LEAD ATTACHED TO PIPE WRH MOTHERWC WELD N NUT,TYP. I _�TO SECTOR OND BAR1/2'x, 1/Y F£11 BOLT COLON ,►►`/ '' (Y TO 4 OD AS PERTERMINAL STIESSTEEL 51RUCEURAL AND/OR MANUFACTURER SPECIFICATIONS) THERPROOFING KIT( 3) BIND BAR ERRUBEH M UNTED 10PEEt E GROUND KIT,7 OFI SFfEEEGROUND OAR , j6 AWG STRANDED COPPER s m a rt liii. GROUNDBAR) (GROUNDEDGROUND WIRE Y) GROUNDING GROUNDING WIRE J 13e KEPT BARE COPPER ABSOLUTETO CABLE �I MMONA,,NO INSULATION 11 nom C-, PI O DEf�B ALLOWED WHIN THE COMPRESSION 1E'IBIYUL.TYP• ANTENNA MOUNTING BRACKET l 1. DO NOT INSTIL.CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND 4®�®"& ME DOWN TO GROUND BAR 3. WEATHER PROOFING SHALL BE ANDREW TWO-PART COLD SHRINK SHALLE2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE L ® s Try on NOT BE USED 1. 'DOUBLING UP'OR"STACKING"OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHBTING COMPOUND TO BE USED AT PAL LOCATIONS AND TO BE APPLIED PRIOR TO ADDING HARDWARE 1825 W. IRVINUT HTF_XASILL L75038 SUITE 120 GlYPICAL ` 1-855-669-5421 1 ANTENNA PIPE MOUNT GROUNDING DETAIL © :LE GROUND KIT DETAIL GROUND LUG CONNECTION DETAIL( ® <� PR ess ( To LOW NOISE AMPLIFIER DOS To TRANS/MT �D OF (IAA)(WHEN )AND ANTENNA ��N� ` \G 1 N e tip ',) Tdt6 CO.C—TAP•.GAT./64730. EVE I two $ $ $ $ $ 99 5 7 5 5 P,E!` ,— AI CRIMP TYPE PARN.LE4 T OR od ., d d n a • Mar 01,2022 RX7/RX2III RX1/NX2 A I H 1 1 1 1 1 1 a OREGON �i�������;a�� 0.000 C C O O O O O ION 2��OV ♦���������� i`I 0600 - 0 0 0 0 0 0 COAX JUMPER REQUIRED I Y I I i , �, '�'SyA N w 1^" PER MANUFACTURER'S I-I I I r l STANDARD GROUNDING Krr TYP., ��� 2.000 P 1i `I Q ' ` SHORTEST DISTANCE TO MOB RECOMMENDATION OR FOR Ili I 1 I ■; SEE DETML 7 ON THIS SHEET 2.500 ^ OO 0' 0' 0' 0' \�� EASE OF CONNECTION(TYP) 11. �`�. ^ EXPIRES: 6 30/2022 r_ � r ssoo �_ ., 00000 DRAWING men PC ARE I DED FOR 11 x17'SIZE ■' I I I ANTENNA CABLE TO HIS.TYP. 4.000 PRINTED MEDIA ONLY. CONNECTOR—A A� I ++ 0• .662f(6) 0' . \ - DIRECTION OF D To wEAR+ERrKIT,TYP. \` \ 6 0(56) SUBMITTALS \\ CONDI/TOR DIN NO.R4160A4 INSULATOR MG GREEN INSULATED STRANDEDFROM LNA GROUNDING BAR,ANDREW PARR REV DATE DESCRIPTION BY (WHEN ) // ;UO&QT t 24-T AT).A MN(UF� HOMER OR APPROVED EQUAL A 10/16/21 90%CD DP, COPPER WIRE(UNIT BOND) `I�I I�I�I CAfXIB07C TOWER BRACANG MDABER GRADE TASSCO PART j 351546. B 12/22/21 AS PER REDLINES SHA ANTENNA HEIGHT WILL 2 MG TINNED,SOLID DETERMINE NUMBER OF 0 03/01/22 100%CD SIN COPPER CONDUCTOR .4111411110W11 GROUNDING BARS AND THEIR EXOIHERNC WELD TO W11 LOCATION GROUNDING BUS l _ E4 GROUNDING WIRE CONNECTION 9 a NA GROUNDING BAR CONNECTION DETAIL g )ANTENNA (12") GROUND BAR DETAIL SITE INFORMATION E- �� SITE ID: • ANTENNA MAST Olt PR52 mi ii si 1�; can IRIRU,TYP. �:;�1� �� RFDS NAME: %�, ��. ���, �%� �� oowrmlr eEwcloT TA 0B 6111116 PR52 CBAND i� Mil, ME 55 ,, (!U PANEL ANTENNA 7.YE�1® Pi sePER PLAIN COAX GROUNDING KITS `1 /���' f•* c o `` . SITE NAME: TYPICAL(6) WIC 976716- ,a .ate )::::: li' ` \., ♦� D U R HAM MTC 976720—20' M �.�, 61c* ��. (N) RRU,T1?.10 ,I I - G[ TYPE cw LLBICELNG ME PC SITE ADDRESS: N► 16295 SOUTHWEST 85TH 3•FLEXIBLE CONDUIT glii �� es,,re AVENUE Peo fl_ �� ` , '}� � ` TIGARD, OR 97224 III ,— ) 1 )(Y--- )1 i LJ Eou 1 86 SHEET DESCRIPTION :1 If:, 3'SCHED.40 PVC r j ��—i--- —�� _ I _ I5 5 J GROUNDING DETAILS TWO HOLE LONG BARREL olgen r• •y ___-_(R�COPPER—�� J ' J COMPRESSION LUGS ^ ^ ONOUNU ME2G (N) 1/2'COAX JUMPER SURGE SUPPRESSION SHEET No. E-2 _ COAX GROUND KIT Eg RRU GROUNDING DETAIL ()TYPICAL CADWELD TYPES NOTE: THIS PAGE CONTAINS CONFIDENTIAL, PROPRIETARY OR TRADESECRET INFORMATION EXEMPT FROM DISCLOSURE AT&T UNDEDER APPLICABLE LAW. ,\1� .vr",,_At r., .. . smart Ant Pas 1 Ant Pos ; ,..... ...,. . ' � : Try I o n s�:x►'"*."".°' I ,tee •Ant Po I Apt Peas 3 ?4a mot . NI �a�. S. : m 3 FNMr4 eV 914 M94949 5r Fl. i + E. Fa {x ," ;,� � 1825 W. WALNUIRVINGT HILL TEXASL75038UITE 120 1 a ! � ; �T I _ ., *,.... „'r`_ � IIII \ VING, TEXAS 7501 l t a d. 1153 I 'F TT I I I 1 1,„,1,6n'.49, -,K.- T T \ c��p I'R Ores so I,i• Y00 ,. 1tIOR A*.. Y00 ASO A50 $'�. .tyrk A-- Olt .� PRAM A— //c., F rm lA0 Ffl0 BSp AS4 ... ��/ v /p °� As V L ,1 95755PE le Alt .,_,+ x ;.w. «.. '+ - -^ t (atx•AAltsnutct .+#pxalldHlRlNiYxRe:SA' -rRIAidR1lS18dt#+*s.+RalataRetai iP �,"" �._ - �� ✓ Mar01,2022 t3 8 #' AMd 'TM 001440 R837 1,,,s,Mtxmt timt4r WCO Fb5tw*PROWUR ES 16.40,, ***PM#t4R RIR 100* MR4 , ' R ° AtA I O R E N L11-117 "If I 11, 11- 1 .1f ' 1 I I 11111 GO g 14 ' — &AN WP ir i EXPIRES: 6/30/2022 y y DRAWING 0•'AI FS ARE INTENDED FOR 11"xi7"SIZE PRINTED MEDIA ONLY. * a,: _ _ SUBMITTALS REV DATE DESCRIPTION BY A 10/10/21 COS CD MA Hatch Plate Hatch Plate B 12/22/21 AS PER REDLINES 31N ...---, ....,... .. .,..".r«. .,..,...,. loom.... ........ - .....® ....... ....... 0 03/01/22 100%CD MIA id r id OS / SITE INFORMATION tSITE ID: ,.� ,,tat...... PR52 _ir ..Aa..aA aa, . . me sae , tunMEV RFDS NAME: PR52 CBAND SITE NAME: DURHAM SITE ADDRESS: 16295 SOUTHWEST 85TH AVENUE TIGARD, OR 97224 \ J SHEET DESCRIPTION PLUMBING DIAGRAM SHEET No. ®PLUMBING DIAGRAM FOR ALPHA SECTOR 2 PLUMBING DIAGRAM FOR BETA AND GAMMA SECTOR RF-1 SCALE: 1/2" - 1'-0" RF-1 SCALE: 1/2" .• 1'-0" FF`cE COP Crry OF TIGAR :. FOR CODE COMPLIANT VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT Approved: BASED ON CONSTRUCTION OTC: i I DOCUMENTS AND OTHER �, �0 7 7 �� DATA SHALL NOT PREVENT ' Permit U: ?—' �� THE CODE OFFICIAL FROM Address: ) REQUIRING THE CORRECTION Suite#: _ OF ERRORS. OSSC 105.4 --- Date: tier•