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Plans . * OFFICE COPY 4111111° •;FFICF COPY RECEIVED CITY OF TIC;AR* . L __ 4‘.111110 ` AT&T REVIEW[.1) FC C . _::. COMx'LIANCE AUG 4 2020 Approved:�� I CITY OF TIGARD OTC: [ Permit #: V aoao - 00 , O BUILDif G DiViSlON Address: , c7 _ VALIDITY UAN OE PERMIT Suite #: —.moms, THE THE ISSUANCE OF A PERMIT gs m artl i n k By: --ktrDate: -3 i- UPGRADE: 4C, 5G E �STNET . A NFT & CAIER ADD EQAOSCEDU MOENN TS AND OTHE RN LTE 3C, A SHALL N THE CODE OFFFIICALFROM . • . REQUIRING THE CORRECTION ••`�`•• r OF EHRORS °SSC 103.4 �i i T y(O n VICINITY MAP SITE ID: PROJECT TEAM • PR52 APPLICANT — 1825 W. WALNUT HILL LANE. SUITE 120 COMPANY: AT&T MOBILITY !WINO, TEXAS 75038 Ni# ADDRESS: 19801 SW 72 AVE, STE.200 \ 1-855-669-5421 — x RFDS NAME & ID: TUALARN, OR 97062 t0 r • Q PROJECT MANAGER JOHN EVANS ,``,O ' , SS PR52 & 137 )892 PHONE: 415-265-8200 � .*GINt . /2 4. ADDRCOMPESS: 19801 AT&T MOBILITY 72 AVE, STE.200 • E '1r ySITE LOCATION SITE NAME: TUALATIN, OR 97062 9y5�755PE CONSTRUCTION MANAGER OLY PETERSON / Jul 07,2020 DURHAM PHONE: 503-369-1671 OREGON COMPANY SMARTUNK LLC ADDRESS: 11232 120TH AVE NE. SUITE 204 '/ LTE NEXT CARRIER PTN: KIRK AND, WA 98033 �/ `L V e N14 ti0 -- - .. 1 70NING MANAGER COURTNEE GOMEZ 157 NI LEA N `„P\ 3898A0798I�/3898A0798M/3898AOT6WJ/ COMPANY: SMARTLINK4LLC. HA ., ADDRESS: 11232 120TH AVE NE, SUITE 274 ''..tt iV KIRKLAND, WA 98033 r EXPIRES: 6/i0/2022 3898AOT6M1 /.3898AOT6MJ/3898AOPSTA 0..n.;.. UAAYAiG SGLL6 AFE MENDED fOR 11•a17"S17E ARCHITECT/ENGINEER ATTN: KATYA SERAVALLE PRINTED rEDIA ONLY. SITE ADDRESS: EM L 1- -5421 \ i ADDRESS: EMAIL: KATYA.SERAVALLEOTRYLON.COM SUBMITTALS DRIVING DIRECTIONS 1 6295 SOUTHWEST 85TH AVENUE COMPANY: TRYLON TSF - — ADDRESS: 1825RVIN W. WALNUT HILL LANE, SJITE 120 REV DATE DESCRIPTION BY IRVING, TX 75038 _ TIGARD, OR 97224 J A //It I•Xm 60 FROM: 19801 SW 72 AVE, STE200, TUALARN, OR 97062 1 TO: 16295 SOUTHWEST 85TH AVENUE TIGARD, OR 97224 i- — ALL WORK & MATERIALS SHALL BE PERFORMED & INSTALLED IN ACCORDANCE WITH THE CURRENT a 0110 sos Arm1. HEAD EAST TOWARD SW 72ND AVE EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING 2. TURN LEFT TOWARD SW 72ND AVE r s IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: p /20 0•t m am 3. TURN RIGHT ONTO SW 72ND AVE PROJECT DESCRIPTION 4. TURN RIGHT AT THE 1ST CROSS STREET ONTO SW SAGERT ST 1. 2019 OREGON STRUCTURAL SPECIALITY CODE (2018 IBC) 0 07/02/00 100/m on 5. TURN RIGHT ONTO SW MARTINAZZI AVE 2. 2019 OREGON MECHANICAL SPECIALITY CODE (2018 IMC) 6. TURN RIGHT ONTO SW BOONES FERRY RD 3. 2017 OREGON RESIDENTIAL SPECIALITY CODE (2015 ARC; \ i 7. CONTINUE ONTO SW UPPER BOONES FERRY RD OREG ON GON ELLCIRIC/IL SPECIALITY CODE (2017 NFPA 70) 8. TURN LEFT ONTO SW DURHAM RD THE PROJECT WILL BE COMPRISED OF 4. OREGON222-H SITE INFORMATION 9. TURN LEFT ONTO SW 85TH AVE MODIFICATION TO AT&T ANTFNNA AJiRAY: 5. ANSI2017 _ • REMOVE (1) (E) P65-17-XLH--RR ANTENNA & REPLACE W/ (1) (N) THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. THIS FACILITY' IS EXEMPT FROM SITE ID: CMA-UBTULBULBHH-6517E17-21-21 ANTENNA HANDICAP REQUIREMENTS PIER 2019 OREGON STRUCTURAL SPECIALITY CODE SECTION 1103.2.9. THIS • REMOVE (2) (E) AM-X-CD-16-65-00T-RET ANTENNAS & REPLACE W/ (2) (N) FACILITY IS NON-OCCUPIABLE AND ACCESSIBLE ONLY TO SERVICE PERSONNEL PR52 NNHH-65C-R4 ANTENNAS 1 • REMOVE (1) (E) 80010121 ANTENNAS & REPLACE W/ (1) SHEET INDEX RFDS NAME: CMA-UBTULBULBHH-6517-17--21-21 ANTENNAS PR52 & 1373892 • REMOVE (2) (E) 80010121 ANTENNAS & REPLACE W/ (2) (N) NNHH-65C-R4 ANTENNAS SHEET # DESCRIPTION REVISION \ i • REMOVE (3) (E) 80010121 ANTENNAS — i N • REMOVE (6) (E) MHA ETB19G8-12UB_(YES-U9 U9_1) TMA T-1 TITLE SHEET 0 SITE NAME: PROJECT INFORMATION • REMOVE (6) (E) MHA CS72993.08_(G9) — • REMOVE (3) (E) B25 RRH4X30-4R ON-1 GENERAL NOTES D DURHAM SITE NAME: DURHAM — • REMOVE (3) (E) RRH2X4OW_7L — RFDS NAME: PR52 & 1373892 • INSTALL (3) (N) RRH 4T4R 025/66 320W AHFIB A-1 SITE PLAN 0 — SITE TYPE: SELF SUPPORT TOWER • (3) (N) RRH 474R 830 100W AHNA 0 SITE ADDRESS: COUNTY: WASHINGTON �� - 1 • INSTALL (3) (N) RRH 4T4R B12/14 320W AHLBA A-2 ENLARGED SITE PLAN — 16295 SOUTHWEST JURISDICTION: CITY OF TIGARD -- 10 • INSTALL (3) (N) RRH 4T4R 85 160W AHCA A-3 EXISTING & PROPOSED EQUIPMENT SHELTER PLANS 0 85TH AVENUE LATITUDE: 45.4023730' • REMOVE (E) ANTENNA MOUNTING PIPES IN ANT POS 1 & 3 (6 TOTAL) - TIGARD, OR 97224 1°" BELOW. ▪ INSTALL (N) 2.375' SCH40 96' STEEL PIPES IN ANT POS 1 8: 3 (6) TOTAL _LONGITUDE: -122.7653530' Da Area p yam W. A-4 COSTING & PROPOSED ANTENNA PLANS 0 AMSL: t180' nousell • INSTALL (1) DC9-48-60-24-8C-EV TOWER TOP SQUID • INSTALL (2) #8 DC CABLES & (1) 24 PR FIBER CABLE A-5 EXISTING & PROPOSED TOWER ELEVATIONS 0 SITE ADDRESS: 16295 SOUTHWEST 85TH AVENUE • REMOVE THE EXISTING 24V POWER PLANT. - SHEET DESCRIPTION TIGARD, OR 97224 • INSTALL (1) (N) 7100 POWER PLANT WITH (9) RECTIFIERS, (2) CONVERTERS A-6 ANTENNA AND EQUIPMENT SCHEDULE D APN: 2S174M00300 ,, • INSTALL (1) ABIA IN SUBRACK C1 A-7 EQUIPMENT DETAILS 0 • RESTRING (E) GNB31 BATTERIES' INTO (1) 48V STRING TITLE SHEET PROPERTY OWNER: WH SHIPMAN UMITED BY NORRIS & STEVENS INC • REMOVE (E) CONVERTER SHELF, 4 CONVERTERS & MIGRATE DC WIRING TO NEW POWER PLANT A-8 EQUIPMENT DETAILS 0 900 SW 5TH AVE STE 1700 • REMOVE CONVERTER SHELF & CONVERTERS FROM THE SITE A. ' PORTLAND, OR 97204 • REMOVE UNUSED COAXES FROM TOWER E-1 GROUNDING PLAN 0 r • INSTALL 5G GROWTH KIT W/(1) ASIK & (1) ABIL IN SUBRACK C2 E-2 GROUNDING DETAILS 0 SHEET No. TOWER OWNER: SPRINT SPECTRUM • INSTALL (2) (N) DC3-48-60-0-RMU MODULE IN THE (E) OC6-48-60-RM SURGE — — 1675 GRASSLAND PARKWAY, SUITE #220 PROTECTOR RF-1 PLUMBING DIAGRAM 0 ALPHARETTA, CA — _1 GENERAL NOTES 4111111, I. GENERAL REQUIRF]ENTS 4. GDE AL NOTES `I� AT&T ', A. PURPOSE AND INTENT L SUE CONTROL E. STRIPPING 1. R 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 NJ- OTHER CONTRACTORS TO ENSURE THAT WORK SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER T 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 AIL 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 UNES AND GRADES SHOWN ON AND DISlwt OFF SITE ALL RUBBISH, WASTE MATERIAL. LETTER MD MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE THE DRAWING. MID AL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPIVS, AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. MAINTENANCE OF DRAINAGE PROMSIONS 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 SUET. ABLE. USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE SMOOTH EVEN-TEXTURED SURFACE. /\A. Smart! I ,/'� CONFLICTS DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. EXCAVATION MATERIAL HAS BEEN USED. 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURE ABOVE (V�� 1. VERIFY AIL 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 TAN 12 INCHES IN LTVL9c GROUND STRUCTURES AND/OR UTILITIES BELFYED TO EXIST IN OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE OR AS DIRECTED CONSTRUCTION ED BY MANAGER AND IN ACCORDANCE WITH DEPTH. THE FULL WIDTH OF THE CROSS SECTION SHALL BE BROUGHT THE WORKING AREA. 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 DR 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 ID PROCEED WITH GREAT CARE IN 48 \ 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 p 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. WILL BE ACCEPTED AS M I 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 's ;..- Try I o n THE PAT OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE A. SCOPE OF WORK INCLUDES TO UTUZE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE 1. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING 5. DO NOT PLACE FROZEN MATERNAL IN THE EMBARKMENT AND DO NOT THE PLANS. THE CONTRACTOR'S WORK SWILL NOT VARY FROM THE ®� a WORK. MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. PLACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR 2. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE OWNERS REPRESENTATIVE. A. CLEANING 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 1. KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH 3. CLEANING AND GRUBBING OF STUMPS, VEGETATION, DEBARS, IRVING, TEXAS 75038 CAUSED BY EMPLOYEES AT THE COMPLETION OF NE WORK, REMOVE AIL RUBBISH. DESIGNATED TREES AND SITE IMPROVEMENTS. BECOME DISPLACED DUE TO CONTRACTOR'S OPERATIONS. NJ- OTHER CONTRACTORS PERFORMING 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. • Cp TOOLS, SCAFFOLDING. AND SURPLUS MATERIAL AND LEAVE SITE CLEAN 5. TEMPORARY EROSION CONTROL SILTATION CONTROL, MID DUST PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL 6. THE CONTRACTOROPERT SHALL R ALL DAMAGED. PUBLIC CR a fi![��' TO THE FINISH GRADE UNE PRIVATE PROPERTY TO AT LEAST AS GOOD OF CONDITION AS `RNt.d e. AND READY FOR USE. CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE 8. ROUTE EQUIPMENT BOTH LOADED AND EMPTY, OVER THE FULL WIDTH BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S r SAS A. CODES 6. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRICTURES, OF THE EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL. PLACEMENT. REPRFSENTATNE N F �O1.(CODE CTOR SFLALL BE RESPONSIBLE FOR FOIDWING ALL LAWS. 7. POLITE BENCHMARKON AND AND ONUM ITS. RELOGTION. STORAGE AND 9. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING. FLOOR 7. THE CONTRACTOR SHNl COMPLY WITH Nl REQUIRED PERMITS. ,� F� �'REGULATIONS. ANO RULES PROMULGAIHD BY FEDERAL STATE NND LOCAL. SUBS AND STRUCTURES TO BE 95X COMPACTION AT A MINIMUM DRY 8. THE CONTRACTOR SHALL PROTECT' EXISTING PROPERTY UHF:RE-INSTNIATKNN OF EXISTNG FENCE AND OTHER SITE IMPROVEMENTSDENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS MONUMENTATION. ANY MCNUMENTATION DISTURBED OR DESTROYED, 55PE r AUTR018TIECS WITH JURISDICTION OVER THE SALTIER. THIS RESPONSIBILITY SCHEDULED FOR RE-USE 3% OF OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL AREA AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE, SHALL ,,'I)LCA�N IS IN EFFECT REGARDLESS OF WEATHER THE LAW, ORDINANCE, 8. REMOVAL AND LEGDK DISPOSAL OF CLEARED MATERIALS. EMBANKMENTS TO A MINIMUM OF BOX OF ASTM 0-1557. BE REPLACED. V'''" Jul 07,2020 REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 9 ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND B. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION H.SITE GRADINGOREGON A. Ul�1S*IG MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) 1. USING ON-SITE EXCAVATION MATERIAL SHAPE, TRIM, FINISH MD SHORING SHALL BE DONEIN ACCORDANCE WITH OSHA O 1. CONTRACTOR SHALL HAVE AND MAINTAIN A VAUD CONTRACTOR'S REGULATIONS FOR CONSTRUCTION. 4 �, LICENSE FOR THE LOCATION IN WINCH THE WORK IS TO BE PORFORMEO�. 1. MATERIALS USED FOR TREE PROTECTION, EROSION comma, COMPACT SECTIONS10E AREAS TO CONFORM TO THE UNES. GRADES AND 1O.CONTRACTOR SHALL BE REDPONSABLE FOR GEWATERING AM/ THE j<,4 2Q FOR SUBCONTRACTORJURISDICTIONS THAT UCENSE INDMOUAL THOSE SHALL LICENSED, TRADESMAN RESEARCHED 3�LTA CONTROL, AND DUST CONTROL L� � MANAGER. ON THE DRAWING (Xd AS DESIGNATED BY THE OF SURFACE DRAINAGE DURING THE COURSE OF ��'ySyA N W PSG MID COMPLY WITH THE LICENSING LAWS, PAY LICENSE FEES. MID SELECT EARTHWORK 2. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PENDING OR I IA L UTILITY WORK INVOL.VING; CONNECTIONS TO EXISTING SYSTEJS AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. A. SCOPE OF WORK INCLUDES 3. J EN MINATE YFHEE L RUTS BY REGRADING. SHALL BE COORDINATED WITH THE OWNER OR OWNER'S O9 1. EXCAVATION. TRENCHING, FANG, COMPACTION. AND GRADING FOR 4. COMPACT AREAS OF UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS REPRESENTATIVE SYSTEMSSE BEFORE EACH MID EVERY WNNEOTION TO EXPIRES: fi/30l�At2 A. OSHA STRUCTURES, SITE IMPROVEMENTS MID UTLRIES. AND STRUCTURES TO BE AT 95% COMPACTION AT A MAXIMUM DRY EXISTING IS MADE. DRAWING:E.W.E.S ARE INTENDED FOR 11'P17'SIZE 1. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE 2. MATERIALS FOR SUB-BASE, DRAINAGE, BACKFILL AND GRAVEL FOR DENSITY AS DETERMINED BY THE ASTM D-1557 OR WITHIN PLUS OR 12MAINTNE FLOW FOR AIL T'ST1EC Ui1 FILL PRINim MEDIA ONLY. OCCUPATIONAL. SAFETY AND HEALTH ADMINISTRATIONS AND STATE LAWS SLABS, PAVEMENT AND IMPROVEMENTS. MINUS 3X OF OPTIMUM MOISTURE CONTENT. 13NL SITE FILL SHALL MEET :ELECTED FILL IVEO STANDARDSTHAS DEFINED WINGS BASED IN THE FEDERAL OCCUPATION SAFETY MD HEALTH ACT. THESE 3. ROCK EXCAVATION WITHOUT BLASTING. 5. CONSTRUCT FINISH SURFACE OF STE GRADING AREAS WITHIN 1 INCH BY THE OWNER OF OWNER'S REPRESENTATIVE ON THE DRAWINGS REGULATIONS INCLUDE, BUT ARE NOT UNITED TO, REGULATIONS DEALING' 4. SUPPLY OF ADDITIONAL MATERIALS FOR OHNSIIt: AS REQUIRED. FROM SPECIFIED GRADE OR GEOTECHNICAL REPORT RECOMMENDATIONS. _ SUBMITTALS WITH TONER CONSTRUCTION AND SAFETY, EXCAVATION AND TRENCHING, 5. REMOVAL AND LEGS( DISPOSAL OF EXCAVATED MATERIAL AS 14CONTRACTOR TO GRADE ALL AREAS OF THE SITE TO PROVIDE REV DATE DESCRIPTION BY MID WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES ANDPOSITIVE DRAINAGE AWAY FROM THE BUILDING OR EQ UIPMET PAD REQUIRED. I. SUBGRADE PREPARATION ION SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. 1. SHAPE TOP OF SUBGRADE TO THE UNES AND GRADES SHOWN ON AND THE TOWER. A 10/04/19 SOIL CO 11,St 151F NECESSARY. NE CONTRACTOR IS RESPONSIBLE FOR REPAIRING A. PHOTOS B. QUALITY ASSURANCE THE DRAWINGS. AND REGRADING ROADWAY AND ANY DISTURBED AREAS FOU.OWING • w/o4/1V sox CO SP 1. COMPACTION 2. MAINTAIN STOCK OF PILESUBGRADEMAT IN A FREE-OWNING CONDITION. 1. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION A. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS ANDINSTALLATION OF UTILITIES. WALKWAYS WILL OBTAIN A 95% COMPACTION AT A MINIMUM DRY DENSITY 3. DO NOT NTMATERIAL ON TOP SUBGRADE UNLESS INSTALLATIONS, GROUNDING. AND TRENCHING AFTER PLACEMENT OF18N0 COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER o m/oe/t9 OCR CO xw U EU TES PRIOR TO BACKFILL4UTCORIZED By COOPTR2CTION OFI:SR. 17WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THE - AS DETERMINED BY ASTM 0-1557 OR WITH PLUS OR MINUS 3% OF THE 4. AMMPNT T4E TOP 12 INCHES OF SUBGRADE TO A 95X COMPACTION DEVELOPMENT • OS/94, SOS CO WIN A. BUILDING PERMITS MOISTURE CONTENT. AT MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR 18THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL2. GRADING TOLERANCES OUTSIDE BUILDING UNES WITHIN PUSOR MINUS 3% OFTHE OPTIMUM MOISTURE CONTENT, o 07/E • 100X CO PIPS 1. CONTRACTOR WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE A LAWNS, UNPAVED AREAS MID WALKS PLUS OR MINUS 1 5. CONSTRUCT TOP OF SUB WIT GRADE HIN 1 INCH OF ESTABLISHED UNLESS OTHERWISE NOTED. - JURISDICTIONAL AUTHORITY FOR PLAN CHECKCHECK AND REVIEW. CONTRACTOR mot GRADE AND CROSS SECTION. 19ELECTRICAL DRAWINGS HAVE BEEN REVIEWED AND SEALED FOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION ID B. UNDER PAVEMENTS PLUS OR MINUS INCH. STRUCTURAL PURPOSES ONLY. • THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT. i CONTRACTOR SMALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS 3. GRADING TOLERANCES FOR FILL UN CONCRETE APPLICATIONS J.GEOTEXTTLE FABRIC SITE INFORMATION AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC A. PLUS OR MINUS} INCH MEASURED WITH ID FOOT STRAIGHT 1. LAY GEOTDRILE FABRIC OVER COMPACTED SUBGRADE IN THE - 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 MD MATERIALS (As APPROVED BY CONSTRUCTION PR52 THE CONSTRUCTION DOCUMENT. AT&T WILL REIMBURSE THE CONTRACTOR MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) K.GRAVEL SURFACING FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS, AND 1. SUB-BASE MATERIAL GRADED MIXTURE OF NATURAL OF. CRUSHED I. CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE INSPECTIONS. (INCLUDED IN THE BASE PROPOSAL). GRAVEL CRUSHED STONE OR SLAG, AND NATURAL SAND. BASE AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER. REDS NAME: 2. WASTED MATERIAL, EVENLY GRADED MIXTURE OF CRUSHED STONE SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA. A. ZONING REGULATIONS AND CONDITIONAL USE PERMITS OR GRAVEL WITH 95% PASSING A 1-1/2 INCH SIEVE. L LANDSCAPING 1. & 1373892 1. CONTRACTOR WILL SUBMIT ALL ZONING AND CONDITIONAL USE 3. GRADING MATERIAL WILL CONSTST OF SATISFACTORY NATIVE OR I. 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 GRAVII NOT LARGER AND/OR WITHIN THE CONSTRUCTION DOCINENR OR AS SITE NAME: THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, THAN 2 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS SPECIFIED IN REQUIREDRE CONSTRUCTION TH IN CONSTRUCTION D. HOURS OF WORK, ACCESS UMTATIONS, ETC, THE CONSTRUCTOR MANAGER AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE DURHAM WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE IMPORTED MATERIALS SHALL. HAVE A CLAY CONTENT OF NC MORE THAN PRE-BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS. 5X. M.CONCRETE FORM WORK 4. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE 1. FORMS: SMOOTH AND FREE OF SURFACE IFIREGU.ARITIES. UTILIZE SITE ADDRESS: A. FM I'ERM9T AND TOWER LIGHTING OR GRAVEL WITH 95% PASSING A 1-1/2 INCH SIEVE. RU FORM .EASE AGENTS. I. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION 5. GEOTEXTILE FABRIC AS PER CONSTRUCTION DOCUMENTS. 2. CHAMFER EXPOSED EDGES OF ALL TOWER FOUNDATION SHALL 16295 SOUTHWEST MANAGER FOR FM MID STATE LIGHTING REQUIREMENTS. CONTRACTOR RECEIVE A; INCH BY 3 INCH 45 DEGREE CHAMFER. OTHER EXPOSED 85TH AVENUE SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT D. CLEARING AND GRUBBING EDGES SHALL RECEIVE A TOOLED RADIUS FINISH. UGHTING IS OPERATIONAL 1. REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE 3. UPON COMPLETION, REMOVE ALL FORMS INCLUDING THOSE ` TIGARD, OR 97224 l STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAYS. DISPOSE OF CONCEALED OF BUTTED. A. TOWER REQUIRED. TOWER MUST BE FENCED. TEMPORARILY OR APPROVED B AND CONSTRUCTION MANAGER. SHEET AN -SPITE LOCATION 4. REFERSTRUCTURAL TO DRAWINGS FORADDITIONAL REQUIREMENTS. ! . 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 GENERAL NOTES USE. SHEET No. GN-1 • THIS IS NOT A SURVEY. ALL PROPERTY BOUNDARES, ORIENTATION OF TRUE NORTH, -- PROEERTY LUTE ' EASEMENTS, STREET WIDTHS, AND SETBACKS WERE OBTAINED FROM A GEOGRAPHIC :44,143740„solot INFORMATION SYSTEM (GIS) OR OTHER MEANS, AND ARE APPROXIMATE AT&T - / I 1 - III .'fin: .,\ \��D LOOP-J\ `(E) RESIDENTWL-S�W STRAIT- AREA AREA r(E) TREE (TYP.) 1 (E) RESIDENTIAL-�A (E) RESIDENTIAL AREA , I smartlink - - - - - --- - - - - - - -SW DURHAM ROAD-- --- - - - - - - - -- • . . . . BUILDING ..•;;,���j�y;�... `E' L , i I (E) GRASS- ;: :. Try I o n LLLL��� AREA •. •• •. BUILDING • ( I <'�f (E) PARKING I • PARKIN\ ARFA� (E) I 1825 W. RANG HILLS 1EE, SUITE 120 _� AREA + GRASS I •) \ 1-855-689-5421 BUNG I BU4.DING BUILDING AREA I I BUILDING I t (E) \ I \� `rir� r, I I (E) TREE (TYP.) ,G.D <47 i N EFL p4 BUILgNG -_-------.,—__ \ 9 55PE f (� r _ �� Jul 07,2020 o I- TAX LOT - �I _z 2S,1,ai-P „ I f�� (E) GRASS-\ OREGON O0i T ZONE: 1-P c I (� COMPOUND PLAN LAYOUT AItta \\ 4 1 3 \ ~-(E) A � BUILDING N BulipNG I ® ,�4 N 14, 1� I 412'-11'3 -- - I HAN w�� ( ...' 170'-3-± (E) AT&T EQUIPMENT PLATFORM AND PAD \,_ N\ (E) I T I �w/ (E) & (N) EQUIPMENT LAYOUT - . . U U _ in APPROXIMATE LOCATION I BUIIlIING j I I I I ow,wAnc:S i m s WENDED FOR. iI'.n^SIZE FooE (E) FIELD irzz �I �.) ® '(E) sr (N) AT&T ANTENNAS ----� � \-_ITilV LAYOUT I I \ SUBMITTALS / (SUPP�OR7 TOWER ��r ¢ (E) REV DATE DESCRIPTION IEEE l ((rr > I &HI�IIHt OA 10/M/1tDD2 WI —I I. .. _— I cc I I C !0/0f/t0 Mt CO - SW MILLEN DR ----I `� (� (EAR \�`//�� ago' �J 1 0 OI S/,a m m (E) GRASS FIELD / 3 I D WOOD Tut CO wI AREA -- r -- U) 1 0 11 � o m/os/�o ,cmc m imi 1 1 i y(E) T�(�,) I � � rSITE INFORMATION77/ IISITE ID: PR52 1 RFDS NAME: 1 (E� 0 PR52 & 1373892 1 (E) GRASS 1 I BUILDING I �� I SITE NAME: \1 DURHAM I / O SITE ADDRESS: I 16295 SOUTHWEST I I �(E) RESIDENTIAL \ -- /- - I I TI ARD, OR 97224 AREA ` 1 ////// I 1 1 I SHEET DESCRIPTION I mils A ARTJ1 SITE PLAN�(E) RESIDENTIAL I AREA I II (� SHEET No.1I I , 4 ®OVERALL SITE PLAN 9 1rQ�T� A-1 SCALE(le X Ir} r - 1500.-0. i 4. , 4'. AT&T Pt ih58, D,t tcl I • IN �XTXT1T-XTXTXTXTITTXTXTXTX--XTX��X.' y -XT..-X—�XT�'X� ',,sy ' J ait I I itO * bibx IXI �, (E) OTHER CARRIER'S r , ANTENNAAPUW® ® _ / 15'-11"t ICE BRIDGE , _Y • XTXTX—TX XTX1. lei� — :s. Try I o n 1825 W. WALNUT HILL LANE. SUITE 120 _'� _ E-+ I I WING, TEXAS 75038 %% x O .�1� / ii !ram A71i�ENnu(rrP) ,s L J �•; �N\G I N et �0 1-1 f � I. OTHER (E) (12) 1-5/8D BE REMOVED o , i BRIDGE T �E ' �a 9575 Jul 07,2020 1 II CARRIER'S (E) (6) 7/8• COAX CABLES `,��.I. �jx OREGON a K EQUIPMENT TO BE REMOVED �. .I 0 (E) (2) DC r am- - -:'04 I v4 �. a' (E) (1) FIBER CABLE t,.- , % v../A,N 14, ZG G x I. •I i 111 I NE) NVAC (TIP.) Ih I NA N W P I. I I X . X . X-%•••-X=-rX=-X�-i — EAPIREo: 6/3072022 * .I 1 -1' WARM.R:AL INT ARE ENDED FOR 11""1r SIZE PRINTED MEDIA ONLY. ua % j I,.I 'I 19-2't SUBMITTALSI % I REV DATE DESCRIPTION BY -- •1-X-1-,-XTX=tX' • • X� % - tA /0/04/19 909 CD SAD (( 1 9 20/0E/t9 90X CD WA % I A1&TI % C 01/M/19 00X CD A91 I EQUIPMENT SHELTER 0 06j04/20 °�m "'I 1 I 0 07/09/70 100X CD MPS J' (E) CONCRETE I r _ 1 WALKWAY 1 L I % 7 I x M SITE INFORMATION , I. j I. SITE ID: i PR52 I. REDS NAME: I. _______J h EXISTING & NEW 'ATsr 1 )Q PR52 & 1373892 % x EQUIPMENT PLAN C SITE NAME: _J' DURHAM (E) CNAiN LINK FENCE I. SITE ADDRESS: 1g 1I� x 16295 SOUTHWEST •X+-.- --- -.,.—Y-=�YTY--.--1(�-Y=z-Y=.-Y=—Y=—Y=-Y=•-Y Y=.--Y� 85TH AVENUE TIGARD, OR 97224 (E) GATE SHEET DESCRIPTION 10 t ENLARGED SITE PLAN SHEET No. , ®ENLARGED Siff' PI al MAF(11 X If): 1/6' - r-0' 0 4-0' 8-0" 18'-0" 24'-0' A-2 . 441140 AT&T oi# yi# (E) AT&T ICE BRIDGE R it '�'^. ` (E) AT&T ICE BRIDGE R� X ill I 11 0 � (E) (2) DC CAKES • , n f )' �K (E) (12) 1-5/6' COAX CABLES TO BE REMOVED � (E) (1) FIBER CABLE ►� �('�() (� (6) 7/8' COAX CABLES TO BE REMOVED `Y OC CABLES 014* (E) �CABLE 0 i D gsm art llnk `41 (� H�AC HVAC - • (E) HVAC AMA 14VAC , I (E) O — (E) • �•� N. I - �,� I ; ;:. :; Tryl n lI �, •(E) Dce-4a-eo-ram ; �� • • (E) DC8-48-80-RM I I i �..:, 1825 W. WALNUT HILL LANE, SUITE 120 / IRJING. TF1u5 75038 / (� C1 I f� // I \ 1-855-889-5421 (� LRACK93 GROWN (E) FIBER \ / j-(E) GSM CABINET PAK t (S1 t E / I �-(E) GSM CABINET ` (skt F-GPNOflr3'�O�!RACK , SO�RIL7( I -- f f� 'Y (� `RCK � b"C55PE Jul 07,2020 "'�' �a) GNB31 ING (E) cNe31 OREGON TTIRING 11(11 l /BHA N W P� EXPIRES: 6/30/2022 OABIWAIST (E) onAxlNc'.'y I PRINOEDNEM 11'.ir sin / / H / ;I / _ SUBMITTALS 1 — I (E) ALARM (� ALARM REV DATE DESCRIPTION BY N I ((�� N `lc mI A 18/04/10 DM CD 9Mt TELW AT&TAT I CE) 3'-6 DOOR EQUIPMENT TELCO AT&T �i , (E) 3'-6' WIDE EQUIPMENT o mPoN10 Ka co 942 III��� SHELTER DOOR a 01/06/10 vas CO AM I \„( a d _ D a/a/m km co •• L- _ o m/agAm tool a IMPS r INFORMATION N. (E) ATM 00 »00 VEN SITE INF OR To BE RON m� (9) REC RS NV SITE ID: '[III PL I v °.' (2) CONVERTERSfill — PR52 (E) STRING I (E) POWER PANEL (E) G1631 BATTERY �-(E) POWER PANEL RFDS NAME: ROOONFIGURFD INTO I RECONROU ED MO , �(E) swrrcN PR52 & 1373892 (1) 48V STRING — i —(t� SWITCH (1) 48V STRING E) AT&T MGUS fp I (E) DISC. SWITCH I j —� �(E) DISC. SWITCH SITE NAME: STACKDURHAM BA I (POWER TTERY ,I111111 I STACK j 1 SITE ADDRESS: 16295 SOUTHWEST L ;- ,. I 85TH AVENUE `` �� � \�� y �`� \`�\;� \�' \�� �.,. I TIGARD, OR 97224 • 12-o't 1- ] 12'_D'f SHEET DESCRIPTION EXISTING & PROPOSED EQUIPMENT SHELTER PLANS SHEET No. 0 . '1 . EQUIPMENT SHELTER ELM .... ®PROPOSED EQUIPMENT SHELTER PLAN A-3 ®SCALE (11' x 1T): 1/2' . 1'-0' 0 1-0' 2'-0' C-0' 8'-0' SCALE (11' x 171: 1/2' • 1'-0' 0 I'-0' 2'-0' 4'-0' 6'-0' / l ` AT&T 11# X El 1 ) (E) AT&T WERWAVE 66 a7-XLH-Pot -TO BE Ib •c Aig.'�0 BE N ... s k REPLACED (T1?. OF , PER ALPHA SECTOR, TOTAL OF 1) Ai 444 (TYP. of 1 PER SECTOR. TOTAL OF � (E) AT&T ANTENNA PIPE TO BE. REMOVED POS ft & POS f3- Ili A2 (TYP. OF 2 PER SECTOR, TOTAL OF 6) ' A3 �E) AT&T TAN (WN CS729Y3.0419))) TO BE REMOVED smart n k � 1.\\„ :; ire (tYP. aF 2 PER SECTOR, TOTAL OF 6) (IE) 100'-0' SELF SUPPORT TOWER �9 4,:,./ .1. A4 .,t (E) AT&T 0D8 SQUID TO REMAIN (1 TOTAL) \ s\ •••00410..„ s. '-';:-.? �� f♦/ 1. �.R ;: : TryIon s (E) AT&T TVA (NIA ETBI9OB_.(YES-UO U9_1)) TO BE REMOVED . • 4,iii/e•, . R . (TYP. OF 2 PER SECTOR, TOTAL OF 6) �/� A4 #92 '"'Hy../ 1825 W. WALNUT HILL LANE, SUITE 120 RVINC, TFY.R 75038 1-855-659-5421 C2 1 �>. �� i AT&T 1900 RRH (825 RRH4X3O-4R) TO BE RENONED & REPLACED r,i.$) PROff` , � (n?. OF , PER SECTOR, TOTAL OF 3) ��G 1 N f�rSSOI/�// 83 � 95755PE / ll' tJ1 w Jul 07,2020 L. ti'� OREGON CI B4 p(�yj AT&T 700 RRH (RPoi2z40W_7L,) TO BE REIAONID & REPLACED ('fYP. OF 1 PER SECTOR. TOTAL CF 3) ✓ O (E) AT&T (IOAW - AM-X-ID-16-66-00T-RET) ANTENNA TO BE REMOVED A/19N 14 Z�� G & REPLACED (TYP. OF 1 PER BETA& ON&IA SECTORS.TOTAL OF 2) AAJ, 7 N W P� A'4 lEXIISE (IIN x ANTENNA IPIS{ o r ---0• a'-a' DRAWING PIRE,v.66/30 FOR Ir.,r SIZE , PROMO MEDIA ONLY. SUBMITTALS (N) AT&T (CFILMN( - REV DATE DESCRIPTION BY �' CUM-IBIIULBLLW*I-6617-17-21-21) ANIFI9N 4,../\ A 10A4/19 SOS OD SW if (TYP. OF 2 PER ALPHA SECTOR, IOTA.OF 2) 4'-7'f A - 'SigAT&T WCS RRH (RRH 474R E30 100W MINA) MOUNTED s 9c/a/1a wa cosAn (N) AT&T 1900 RRII (4T4R B26/66 320V AifB) ly ON (N) 96- PIPE MOUNT SECTOR. c 01/01/12 SPX CO AA/ AlAt A2 Ala (TYP, OF 1 PER TOTAL 1 3) 9 w/a/20 KM CO -. MOUNTED ON (N) 96' PPE MOUNT -JI (TYP. OF 1 PER SECTOR, TOW.OF 3) ,- OA AT&T 660 RRH (RRH 4T4R B6 160W AHCA) MOUNTED ON (NI) 96- PPE MOUNT (IMP. OF 1 PER: SECTOR. TOTAL OF 3) 9 07/02/20- 1mc m Mrs (N) AT&T 700 RRH (4T4R 812/14 320TI AHLBIA) •\7 NOUN= ON (N) 96' PPE. MOUNT �\ (E) AT&T DC6 SQUID (1 TOTAL) 1 ((YP, OF 1 PER SECTOR, TOTAL OF 3) IT Iu.. // M SITE INFORMATION 04) AT&T OLNL MOUNT BRACKET 0012-441-60-RM 1, 'fl �i (NI) AT&T 2.376' SCH40 98' SI01 PIPES IN ,') /fit�.'��.�� AJBENIA POS #1 & POS /3 SITE ID: SURGE (TM. OF 2 PER SFCIOR,TOTAL OF 6) ` /ii� � (TYP. OF 2 PER SECTOR, TOTAL OF 6) ?1 + %. 4 . PR52 ) AT&T DC9-/6-60-24-6E--EV SQUID ON C3 '�4- � ..' -� � , ((10 .^_3759L0.154'. 2' LONG PPE (1 TOTAL) . ,' B7 Aillfte .y 4,',,- REDS NAME: (E:) 100'-0' SELF SUPPORT TOWER ` PR52 & AME: 2 SITE NAME:�4 DURHAM 7^ �/ \ O c,� ,,' Q2 ill �\ SITE ADDRESS: IS+pr. % 16295 SOUTHWEST L s / I 93 , 85TH AVENUE TIGARD, OR 972'l4 c1 ! SHEET DESCRIPTION (N) AT&T (COMMSCOPE - NN6i-66C-1E4) ANTD I I 3�6 (T4P. OF 2 PER BETA & GAMMA SECTO , TOTAL OF 4) EXISTING & PROPOSED ANTENNA PLANS SHEET No. A-4 /PRROOE POSEDrA):NTENNA. PLAN nT— - 4.-0 . A-4 (E] Aolg 700 P161 (N 7IJ TO BE (N) AT&T (N) DC9-46-60-24-BC-0/ ilkMO'dED & �LAf� SQUID ON (►O 2375'%0.164•. 2. LONG PPE SU4111610, RGE AE ( q. O N PER SECTOR DOTAL OF , , AT&T Ow. OF 1 PER SECTOR TOTAL OF 3) (1 TOTAL) SORaE (TAP. OF 2 PER SECTOR, TOTAL OF 6) �-_i�'E) AT&T ANTENNA PP HEIGHT Sat (KATHREN - 6C010121)) �(N)AT&T ANTENNA TIP HEIGHT (N) AT&T (131 1wx - ' I'EV. - 102'± (AGO TO BE REMOVED & REPLACED `r ELEV. - 102't (AOL) CNA-U9RN.BU ALPHA � SECTOR. -2 T2�171721 ANTENNA (TYP. OF 1 PER SECTOR, TOTAL OF 3) TOP OF ( SELF SUPPORT TOWER TOP OF ( SELF SUPPORT P3WER I .0 (N) AT&T 1900 RRH (4T4R B25/66 320W AHEM) \ / �',aE1/,_ 100-0't (AGL) I ,oi 4 ELEV... 100-O•i (AGL) - MOUNTED ON (N) 96" PIPE MOUNT � i► (E) AT&T (KMW - AM-%-CD-16-65-COT-FE:T) ..... -� I' I- (TYP. OF 1 PER SECTOR, TOTAL OF 3) _ ANiE7�9M TO BE REMOVED 6: REPLACED (TV. CC 1 C I , ▪ 1'E) AT&T ANTENNA MD CENTER (E) & (N) AT&T ANTENNA RAD P1 �,; ZEV. _ 98'i (AOL) I PER BETA& GAMMA SECTORS, TOTAL OF 2) sr ELEV. _ 95'3 (AGL) 1 1i AT&T 707 RRFI (.4T4R B12/14 320W MUM) a �I:0 , MOUNTED ON 04 96 PPE MOUNT j's m art' In k ,(� AT&T P66-17-16H-RR F.,...ii , r (TYP. OF 1 PER SECTOR, TOTAL OF 3)) (f�� AT&T ILIA (b►9LA Em19o8-(YES-U9 U9_,1)) (E) AT&T DC6 SQUID (1 TOTAL)ANIQ E REMOVED '& RFPLAC.ED (TypBE. OFF22 PER SEICTOR, TOTK OF 8) A&T WCS RRH (RRH 4T4R 830 100YI(TIP. OF 1 PER ALPHA SECTOR, TOTAL CF 1) MOUNTED OH (NJ) 96" PPE MOUNT(TIP. OF 1 PER OWTOR, TOTAL OF 3) (E) AT&T DC6 SQUID TO REMAIN (1 TOTAL) I. (E) AT&T TWA, (MN CS72993.06-(00)) TO BE (N) AT&T km'. FCOPE - MNi-66C-R4) • MOVED (TfP. OF 2 PER SECTOR, TOTAL CIF 6) ANTENNA . OF 2 PER BETA& GOM A (N) AT&T 853 RRH `RISH 4T4R 85 180W micro SECTORS, TOTAL OF 4) MOUNTED ON (N) 96 PIPE MOLNR(rYP. OF 1 0•• • •* (E) AT&T TMN (MIA ETB1908_(YES-U9 U9_.1)) \ PER SECTOR. TOTAL OF 3) Try I o n 7O AIE6 •• ••• !E) OTHER CARRIER ANTENNA RE1Nc E) OTHER CARRIER ANTENNA • t•• • ••& iIfAD CENTER „► � (rep. OF 2 PER sEcroR, TOTAL of 6) 6JID CENTER __ ' '',, (N) AT&T 2376' SCH40 96' STEEL PIPES II : • ,2( MCTEN?M P'OB /1 & P'OS /3 ATtT (KATHREN - 20010121) (TYP. OF 2 PER SECTOR, TOTAL of 6) 1825 W. WALNUT HILL LANE, SLIME 120 ,.+ YO BE REL10ilED IRVtt1G. TEXAS 75038' (IYP. OF 1 PER SECTOR TOTAL OF 3) 1-855-669-5421 III (E) OTHER CARRIER'S (E) OTHER CARRIERS \ &<%. £sS ANTENNA (TYP.) ' ANTENNA (TYP.) . ��� �C7 I Nee. 40 I. 95755PE f' 1' ✓L5/ Jul 07,2020 ,,, OREGON (E) 100'-0' SELF SUPPORT TOWER (E) 100'-0' SELF SUPPORT TOWER ,415 (E) (12) 1-5/8" COAX CABLES TO BE REMOVED (E) (2) DC CABLES-\ \ ✓"NSHA N W Pic.) (E) (6) 7/8' COAX CABLES TO BE REMOVED / (E) (1) FIBER CABLE (E) (2} DC CABLES / : • 1 I (E) (1) FIBER CABLE I' DRAWING MALES ARE INTENDED FOR 11'z17'SIZE PRINTED YEDA ONLY. N) (2) DC CABLES (NC) (1) FIBER CANE SUBMITTALS P.' REV DATE DESCRIPTION Es �,'i A 10/M/19 90N C0 N S 10/04/10 8 CO CI CI ,';' C 01/09/19 90S CO EMI 1,.: ,� 0 0004/20 90S CD El 0 07/02/20 100X CD El INN SITE INFORMATION 1~ l SITE ID: PR52 Llik RFDS NAME: PR52 & 1373892 (E) ICE BRIDGE (E:) ICE BRIDGE _ r— L__ SITE NAME: (E) AT&TPI' (S) AT&T / DURHAM EQUIPMENT SHELTER \\\\\ EQUIPMENT SHELTER NIt J\\\ SITE ADDRESS: E CHAINLINK (E) CHAINUNK 16295 SOUTHWEST O 85TH AVENUE S FENCE `'` hit S C FENCE S TIGARD, OR 97224 1111�11 > SHEET DESCRIPTION ' € ' EXISTING & PROPOSED TOWER ELEVATIONS , LILY.- Cr* (AOL) 4-Eie+_ Cr* (AOL) SHEET No. E�EXISTING ELEVATP� Q PROPOSED ELE`�JQN A-5 A-5 SCALE (11" X 17'): 3/16' _ 1'-0' 0 2'-8' 5'-4' 10'-8' 16'-0' ��7 SCALE (11' X 17"): 3/16" _ 1'-0' 0 2'-8' 5'-4' 10'-B' Ni-0• Aterio AT&T PR52 ANTENNA AND EQUIPMENT SCHEDULE PR52 & 1373892 '" ANTENNA SECTOR TECH AZIMUTH -- RADIOS/TMAs I-YBRID CABLES MANUFACTURER MODEL NO. (PORT) SIZE & WEIGHT STATUS RAD - CENTER - 1 L 700 96"x12"x6" (1) RRH2x40W_7L 0' f+OWERWAYE P65-17-XLH-RR EXISTING 98-0' L '9D0 (70 Iba) (1) 825 RRH4X30-4R 2 UU 850 1900 15' KATHREIN 800 10121 54(4G3 Iba;9" EXISTING 98-0' (2) MHAy1� ;;00 s m a rt I i n k CC _ o 3 G 1900 15' KATHREIN 800 10121 54(46.3 Iba`9• EXISTING 98-0" (2) MHA C572993.08_(09) N — 4 EMPTY - - - - - - - !L 700 72'x11.8'z5. --� 1 120' KMW AM-X-CD-16-65-DOT-REf 9" EXISTING 98-0" (') RRH2x40W_7L L '900 (48.5 Ibs) (1) 825 RRH4X30-4R ., �"i t, N U 850 54.5'x10,"x5,9" (2) MHA ETB19GB12UB_ r4/ � , Try I o n 2 735' KATHREIN 80C 10121 EXISTING 98-0" (E) (12) 1-5/8' COAX CABLES 1 CC U 1900 (46.3 Iba) (YES-U9 U9_1) (E) (6) 7/8" COAX CABLES '0 i®i 4._ I- 0 850 'E) (2) DC CABLES pp • ui 3 0 1900 135. KATHREIN 800 10121 54.5'x10.'z5.9" EXISTING 98_0• (2) MHA CS72993.08_(G9) (E) (1) FIBER l`APoF Ui — __ (46.3 Iba) 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 4 EMPTY - - - - - 1-855-669-542t N. �� L 700 72%11.8'4.9' (1) RRH2x40W_7L 1 L '9W 240' KMW AM-X-CO-16-65-OOT-REf (48.5 Ibs) EXISTING 98-0' (1) 825 RRH4X30-4R ((�4' •,re _. .(4`" S 0! 2 U 1900 255' KATHREIN 800 f0121 54.5.00.'4.9" EXISTING 98-0' (2) MHA ETB19G812118_ NC2 \\GIN£E.n`>q O — _ (46.3 Iba)_ (YES-U9 U9_1) 4V - 9 LAII 3 G 1900 255. KATHREIN 800 10121 54.5'z10.'x5.9' EXISTING 98-0" (2) MHA C572993.08_(G9) 95755PE co (46.3 Iba) LyIA_F^l'I� 1_ 4 EMPTY - - - - - _ - � O Jul 07,2020 OREGON ✓/OSHAN ' P'G . . . •,..I. EXISTING ANTENNA SCHEDULE K'T� 1 DRAIRNG�y WENDED 11'x17'SZE PRINTED MEDIA_ SUBMITTALS REV DATE DESCRIPTION BY A 10/04/19 90R CO - I 20/04/19 9011 CO 1101 PR52 ANTENNA AND EQUIPMENT SCHEDULE PR52 & 1373892 c 01/00/10 1106 CO ICI ^ ANTENNA _Co 00/04/20 00%CO CII SECTOR TECH AZIMUTH RAD RADIOS/TMAs HYBRID CABLES 0 07/10/9D IOW COMANUFACTURER MODEL NO. (PORT) SIZE Sc WEIGHT STATUS CENTER _ ` 1 L1900 96.9k27.2S17,7s (IQ (1) RRN 4T4R 912/14 32.0W ANHA — ` — Ns 0' C151110 aw-UEIRILB LIII4H-een-17-21-21 (112 R.) NEW 98"-0• Li00 rQ (1)NM a4R ANEWR L»a/e9 329w _ SITE INFORMATION 2 mew - - - - - - - - re SITE ID: ° LIE 50 99A5Q7.2'h7.? (N)(I) RRII 4T4R 95 1W/I MICA " o 3 660/W06 CEIL1a1AX aI4A- IUl9W8191-9617-17-21-21 (112 ILA) NEW 98-0• M) (1) RRH 4T4R B30 100W AWN PR52 N 4 °"lT' - - - - - - - RFDS NAME: 1 LI000 96"k/9.11500 (N)(1) RIM 4T4R 912/14 329FI I1HLaa PR52 & 1373892 ma 120' C019LSC0PE N191-66C-R4 IEW Be•_0" iv — L700 (90.2 a) (N) (1) INN 4T4R B26/06 3209'AIM (E) (2) oc CABLES 2 ate, - - - - - - - (E) (I) FIBER CABLE SITE NAME: o — (N)(2)DC CABLES DURHAM 1- LIE 50 96'x16.6SL7.a" 04) (1) MI 4T4R 95 120W MICA (IQ(1) FIBER CABLE w J 850/MCS 120' C019OCOPE F999I-e6C-R4 (9 .2 0.) NQ" 98-O" (N) (I)aw 474R aw 100N AN NA u) — — SITE ADDRESS: 4 EWTY - - - - - - - 16295 SOUTHWEST 1 2q C01949C0� H19N-06C-P{ 119.r97.6' (N)(I) RR NEW 98•_0• H 4T4R 912/14 320W NAHA 85TH AVENUE L1900 96 L.� (99.2 0.) (N) (1) RRH 4T4R B25/66 320W Alfa ` TIGARD, OR 97224 .1 - 2 Earrc - - - - - - - o - _ _MICA SHEET DESCRIPTION 1- LIE 50 8 3 660/19cs 247 CIONtl00PE IM91-96C-R4 (90.2 NEW 98-0" (14)(1) BW 4T4R930 10011/ N AN 7' -- ANTENNA AND EQUIPMENT 4 EMPTY - - - - - - - SCHEDULE SHEET No. A-6 NEW ANTENNA SCHEDULE . \ 40 AT&T W l D D / 1- gsmartlink EQUPMENT EQUPMENT ' I BPECIiCATI BPEgFlCATION8 MANUF. COMMSCOPE • MANUF. CELL MAX t i fa K1 Y • MODEL / NNHH-65C-R4 S MODEL # CMA-UBTULBULBHH- :�: 6517-17-21-21 ---111 HEIGHT 96" HEIGHT 96.5' • • • • - ••• ••• FRONT SIDE IIA. �S. Try on WIDTH 19.6" WIDTH 27.2' e DEPTH 7.8" DEPTH 7.7' 1825 W. WALNUT HILL LANE, SUITE 120 WEIGHT 99.2 LBS. WEIGHT 112 LBS. RRH B25/66 AFHIB "OR SIMILAR" IRVING, TFYAC 75038 1-855-669-5421 1 I HEIGHT W 25.r , 5,D PROF �ao1 liT ](o� o WIDTH ( 15.4" (.�4 �(5 a. ,.i• WEIGHT DEPTH ID, ° NA ONL <440 LBS �v��. �*G I N f E.�V's�o� PLAN �`. 95755PE daNJ rt% Jul 07,2020 OREGON — 0 PROPOSED NNHH-65C—R4 ANTENNA DETAIL © PROPOSED CMA—UBTULBULBHH-6517-17-21-21 DETAIL © PROPOSED RRH B25/66 320W AHFIB DETAIL SHA N W P ® SCALE. N1s ® SCALE. Nos W Bra NTS EXPIRES: bvsultu22 DRAWING.31H LS ARE BREWED FOR 11',.1r SIZE PRINTED UEDA ONLY. , N, / A f -.,I * SUBMITTALS �, W D REV DATE DESCRIPTION BY IJNOKIA NQKIA AIRSCALE RRH 4T4R B5 160W AHCA — A 1o/04/i9 909 OD MI o 20/04/19 90%CO SM it I: I i'Ill DIMENSIONS, HXWXD: 337 X 295 X 165 (MM) c 01/00/19 90%CD NM ``, 13.3" X 11.6" X 6.5" R D 09/O6/P0 906 CO YN 11 1 - I is iI11 s = WEIGHT: 16.7 (kg) D D�/oa/m lames m Rr9 1111xII 36.8 lbs sI II III.. A l y+ °I,I iir / SITE INFORMATION —. e.6 me .— ow �e��. � • on _ SITE ID: ems, 0.04, PR52 FRONT SIDE REDS NAME: SomPWN•l1 hew.boot 35wba,d 30 NS f.. 0t23502300*z.lk 2303-2113NQ PR52 UI. 1373892 1 Nw al TX/RA 0.01a 471 I a- _I bowun Neei•M.•• 10N0 I••...-- I-•.I ::: ec. o SITE NAME: W.A.64.d 1"°'" '°"Rr [0I01',S0T01 o E DURHAM Owe Pay ATAR 25w/T% •� �. �:�a Rna"imN 6m1 336.5.306.140,Core arty Ni/n•idJ,•i.p. &enamor dMmdaam reatz9del w. •_ SITE ADDRESS: w 7, 6 „T my 16295 SOUTHWEST AFPa•17 Ire r 39.021bs WIWI.'.Scale Meam.%PraberNi SiwCo96r 85TH AVENUE 1••Y1va7Yal•I/1100e X-WW3-3Mw RRH 612/14 AHLBA "DR SIMILAR" V V V TIGARD, OR 97224 ry9N•P3.rommA NI rn,ared 315w91100%RF bad Yew PSW 4tX/ARlt,a.3-104 HEIGHT 28.7" N....ar• 2,,ma9AFFpJMl61e3Wr9 WIDTH 15.4• SHEET DESCRIPTION AD ONn•IbnWrf•® AI503G from ANr1.2.3.4 sdlwr DEPTH TO 9.4' DYaaN ANf1 aMHITN -- 0 5..f e+ 6.tennI3lanea.NyorI oo4bMa1 WE%1HT (M1IBdNA 00%.Y? <46 Les _ EQUIPMENT DETAILS 4•nlaniTa•yraN•Ns' -1°t to SST IL \ i \ ! / InkPROPOSED RRH B30 100W,AHNA DETAIL ©p$OPO;;ED RRH B12/14 32OW AHLBA DETAIL 0 PROPOSED RRH B5 160W AHCA DETAIL SHEET No. ® SCALE: NTS ® SCALE HTS ® SCALE: NTs A-7 .......... A I I:., illPik' '-...-. ._." — ..... , e . 'At ii Meteez ea. , . Mode'.2.4. G02-40,60 24,26,E14 ! ,a,,, eL. sg,,, CEO 21227 I / .10011t '/ , 400 4/1.1110 Liertgar A Clicurs Purge d 0 ! i!e2 Z '442 ,Ak, PROPCSED AT&T LIE 4C/DC %. u.„,„1,[I a 1,24.go,Ul 4:42 eld l di un TA.2 ,-- 1 PANEL ANTENNA 54262 itekeere C'eu a..a,-r 1 6'64 i 11 Ca I e . .444. o. lagnAul°omelet CC gol 4.,[.I -411 VOC I i , tegreetal 6,12616226 Car.,I co'LA 1449 All I clace, MLA 0.2-0 A ALLAtnum Ime,ILe(Agi le 6 a,eat[,rae.IEC 016424 I't 12 5 LA 1 0 AO es EXIS11NG ANTENNA MOUNTING PIPE - 1 Vallage IlatocIton Lew,I ',AA 2,,AC 616464 1' 160'A — -iv - S m art! li 11 f.< Voltage Geoleclen IAA[ 'IA IA'IA-6 lre4A-6! 122 Le Velage lentreiten/Agee,or'i)a4,4 III 1442 en 1 rftean 200 2 ' -----------EXISTING AT&T RRU 51.55.06555 1,66..26412 6102 34,442446 21041,22 Tyee 2CA illl 61/2er M4 ed,on) 20421.2CEI4 t II tr4 130122162 Alor.126 2102-aa Mode 4482 to 2142241 == '4 — Comnape A:A FILeatn to Condon - < 1° PROPCSED AT&T LTE 4C/BC ,41---- • II • .................................--"-......- r i,--ir =MNMMIMMIMIMIIIIMIEIENIMM ....ii.0 ..-47.- Trylon ..., ................. .. ,-,,,,_. : es •41/0 EU ,---,' A .. • .. 1===immiremonsimi • .... .1355.1501,11-5.15.5' 1„....n."'.."5,1,7,_.1. LUG aro 4. ). EXISTING AT&T TMAS 14 2634 1825 W. WALNUT HILL LANE, SUITE 120 I AAA 440 c m Ate c IRVING. TEXAS 75038 A cA-to c ;',.•- •- , 1-855-889-5421 se.c,,,s,cAc.,,,.os. , ,. ,.......,.........,11..,.. - —i, " -- 4.444244[2,64,44 - Mew t est=MR,WAWA%teen.en,44•AmeaLA • ..kft.L% 1 eSsg ease Lev", MOUNTING BRACKET .) _....___. CLIVIIINABLIENTAL wIA.,,-2.•Al a 0,1,aso.,7s-rwm sae to 4242 4 el Lualae4'4 4.14A 42:446,AaIla AI 4,...1 IS MID " ..." IN e 0 ,. Cemistel 62'2 m[04 IL 4 A 6 642 Z 46elearoe 4244262, ,.c. 4.,\'‘G c ' 22#404. eta 2A212 F'60 A WW2. ,.;_24/ "P. tr clad saa./42,von a LI Awe mra pus 6maim ay CI a•Wf Renee e—-.1.----. '''''. .. - 95755 P E out 4.42,41.6[3.2.64,46 ...N: 0) \e 2242214124. 5,0555.5.51K555 VP 151,55511,1.0155 —.,—.— .....,,,_____ 555550...:,55C 5/t515 5 541155 5 4(422 2 are F233021`264 4 44,144644242.2.4.244 -"Rilli-t‘VI-5/ Jul 07,2020 c...0 . ._, 714 r,-,,; 4. /4 1141. . i . -, . - /iDPROPOSED DC9-48-60-24-8C-EV DETAIL, AM PROPOSED ANTENNA MOUNTING DETAIL EROPOSED 7100 POWER PLANT DETAIL, r'3HA N \t11)'\\ SCALE: NTS W cru F. Nis le SCALE: NTS ExPiRE : 6/30/2022 DOSING'Om m ARE INTENDED FOR 11'107'SIZE PRINTED MEDIA ONLY. i \ A. sN, .."- N. [--tr-*.n ,PRO MI Product Info S1JBMITTALS REV DATE DESCRIPTION BY avoloolVe 22.4 A 10/04/19 SON CD SIR II 20/DVIS SON CD SVI 32* ,- C 01/08/19 90%CD AN .---''' ......_ .._ ° — Pi 7: 0 WOOD 900 CO WI ,"-r ..1-41.,...7, NI a 07/12/2D KOS CD NPS , _ 1 I DC3-48-60-RIALI-\ '" `,.. \, .0 Porton- 3111111111 /- SITE INFORMATION Construction — No41 ........ ...". =I PROPOSED COMMSCOPE SITE ID: r HEAVY DUTY MOUNTING ' ".,411j...." , , BRACKET, PART# MTC3,3250H0 414.1=', Despnenens I PR52 111 ! '1. E i-- • .......-." RFDS NAME: 1 Per r• Length oo Is Louth ow PR52 & 1373892 21" t0 f ,t. ., .,.. .., ,, OM sa x..,,/ore ,,,,, 242•0412" DM111111 UMSTRUTt 7 DURHAtv1 Psot\A 1 u II ( 11.....4.-F=' .' • •11.1 kAA 6-2 AA,.A F.12 IL, 1,21221/4' ticam. SITE ADDRESS: 4.45. 'oA II, '-''''..." I. AMOCMIPACIOU StYLL SUMS'040!MULL 044300/3(OR 16295 SOUTHWEST / / amialsom [Mumma)MOUNTIO OININELS. 85TH AVENUE \ aa2A 1042 .11,0 E.IV 2. SIACCM110010R WU.SUPPLY NO 116TAL ICE GPM PCGTS A A 43 RLOUIED. r-..--., lc 3 - \ 3. pans 511.4.1.OE 3 I/YCID.S01/10 40 PIK 051514.4.31,A5.3 CR TIGARD, OR 97224 „.„,„,„ ,,, ,,,,te 44 4 TOUPPADif). S.. .4 .,_ • 4. 3133301(MCIOR 31141 SUPPLY 3/545.0341500/3 MONO .4.. 7 PAL 2-2 aur,64 $04013ARE R•10 SARNO Mill.TYPICAL MR PER DM " • 0 o :,--, ,,-., SIOCCMDIACTOR OWL RAG WI 15313506 IIIRCRORI MU AMC SHEET DESCRIPTION - - FROM WALED umSTOLIT RINE . t.0..t.,. Ns .`5 ''' '‘.4-`5.. ''''' 0'4 5. 1110311T•• n Mb ru EQUIPMENT DETAILS 1155. 24A 442[12,A 4 A r 1 e)RRH DUAL MOUNTING BRACKET DI:-TAIL Anil EM U POSED ANTENNA PIPE: DAL /11311 DC3-48-60-0—RMU RakYF'CA SHEET No. SCALE: NTS NU scouz: rrts W SCALE: trrs A-8 ... .....___ - 4111110 *«�: �.� € uteti `'� AT&T .4` ' e4! (E) AT&T ICE BRIDGE x �► I�f (E) (2) DC CPSLEs x /11 (E) (,> FlBER CABLE I' I�X•I OO � FIBER CABLES P1BER CABLE (E) HVAC , ;iii; I --- (E) HvAc �,4 gs m art i n k (2)(0) -Q 1 MODULE ro DE INSTALLED w THE \i \ (E) DC6-48-60-RU-- / i . (NJ ( IN -C1 / :• : Try Ion Ei6 =own.,(KIT)Aw// (1) ___ . • . • ASIK & a & IN 1 / 1 1 ��'-(E) GSM CABINET . •. INC I. , .\ 1525 W. IWALNUT RWIG. HILL NEE, SUITE 120 (E) LTE FlF ` 96 ,-655-689-5421 RACK �� NEEE —— au-UERULBUU -66n�,177-s i- n AH ATrr MOUNTED RRH ((N) r P a30 tDDrr ' PROfeS ..� (E) GNB3, 4'-Tt OF 1 PEER ON OR,TOTAL OF 3) (....0'cr,1 IPE MOUNT G I N f `r/piv 45 y(Ly Fl BATTERYSTRING ( F (TYPRACK . OF 2 PER ALPHA 14111 SECTOR, TOTAL OF 2) Al OD AT&T ISO BRIT (BRIT 4T4R B6 16OW '>' AHW MaJNTED ON pq 96• PIPE MOUNT 95755PE r�J A2 db (1YP. OF 1 PER SECTOR TOTAL OF 3) ✓ Jul 07,2020 - - (N) AT&T DUAT. MOUNT BRACKET ,. DC12-4B-60-RY SURGE (1YP. (E) AT&T DD6 Souro (1 TOTAL) OREGON MTS OF 2 PER SECTOR TOTAL OF 6) 04 '� 4 ✓ O (E)CABINET \ /'i.�, (N) AT&T 2.376' SCINO 96' STEEL N t4 20� V I�44 / O� Tr/, A4 PPES IN ANTENNA POSSECTOR, ,1 & POB 83 N/1I (fQ AT&T o�-46-60-24-6E-fl/ .f li �+ (tYP. of 2 PER SEC10R TOTAL OF 6) SHA N N P so,Ao aN (N) 2.376'X0.164', 2' �, �. (O ABM UDC PIPE (, TOTAL) i �, EXPIRES: b/ WLULL "t C3 r" .. ..� :.! f DROWN SCALES ARE wm+om MR tt'.n'size ` � B1 PRINTED uEa�oruY. (E) AT&T r (E) 3'-6' WIDE EQUIPMENT ' • '1��TB= RACK SHELTER DOOR (E,I f 00'-0" SELF . „y� '... SUPPORT TGWER aft, `,' SUBMITTALS QQ AT&T 19GD BRIT (4T,R B26/66 REV DATE DESCRIPTION I BY - a s �„5 MOUNTED ON (14) 96• PPE MOUNT A 1D/s4/1s sac CD s., ,e.% r to (1YP. OF 1 PER SECTOR. TOTAL OF 3) s ao�/1s KW CO sae • `J V C 01 eoe,d .3 p� ( t•wPANDL /(�) ��ATro -�•` � PIPE MOUNT t DU�M MOWED ON (Nf 96' o m/nv/m 1Dmr CO NM (2) ERs v (D afBB, BATTER/ I , ' '��' �� . OF i PER amok TOTAL aF s) STARS RECONFIGURED ' I 1 (E) POWER PANEL (MI AT&T (OOMMSCCPE - Cl 84 ��. SITE INFORMATION INTO (1) MN STING (IYP. 2 PER BETA)&�GAMYA 3TENNA ' r ___ I (E) SWITCH SECTORS, TOTAL OF 4) SITE ID: -(E) DISC. SWITCH PR52 (E) AT&T ARGUSBATTERY-H.'',TTACK '�It I RFDS NAME: PR52 & 1373892 SITE DURHAM 12'-O't SITE ADDRESS: LEGEND 16295 SOUTHWEST LEGEND 85TH AVENUE • IDCOTHERMIC CONNECTION TIGARD, OR 97224 • EXO1NERIMC CONNECTION .. ' • ICON CONNECTON 1SHEET DESCRIPTION • COMPRESSION CONNEC110N NOTE: J M � GROUND I—I ANTENNA GROUND BAR LTA BAR - ALL NEW EQUIPMENT MUST BE GROUNDED To AND RING OR GROUNDING PLAN HALO PER AT&T SPECIFICATIONS. I an j MASTER GROUND BAR ` , E.' MASTER GROUND BAR - CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. SHEET No. 0 • .T SHELTER GROUNDIN(' El AN tttt�tii=m =1 0 NDI ITENNA MOUNT GROUNDING PLAN FEEE E-1 ®SCALE(11' x 1T): 1/2' .• 1"-0" 0 1'-0" 2'-0' 4'-0' 6'-0" SCALE (11' x 171: 1/2' - r .0" 0 I-0. 2'-0' 4'-0' 6'-0" / \ / i � �.12'TO 24' IOpL•YEFEt,TYP. III EA,TIP. MECTICALLT N. [MUM 9 GREEN INSULATED - 41111* / AT&T YOUTNE DRACIDT /RMDED COPPER 1171E ANTENNA CAELE ��� � 1�j` LEAD ArnrnlEoro VN NUTr IYP.M1RD '''���-----7pp����7Le E 1/2'xl 1/2'HEX DOLT \�!O SECTOR T WD BAR � 1 l'APPaI } STRUCTURAL AND/OR PER • I TF711I4ALill e• N WEATEIERPROTE 3) / II MANUFACTURER SPELJRGIONS) TOT (SEE NOTE 3) ONOIMD BMI GROUND BM I DMA ETp p-- CAKE 7 ON T S S SEE / • , GROUND ERE ON // i smartlink WALE OIWE COPPFA" 111 GROUND SW) (SEE:NOTE 1 !2) GROUNDED E I�PE TO ADSOIl11E CABLE �I ENEWIY,NO NW9UAION NDP4 mourns:BRA3hT < B iMLB ALLOWED 71E CON 9ION'T "TR i ups •• , 1. DO NOT BETEL CABLE'GROUND NOT AT A BEND AND MEATS BACOT OWED •.Ey�,P•t.QQw 9l': 2. GROWLING lOOT SHALL 11) BEBE�MORES SUREGROUE+TYPE NIT WIBN TWO-HOLE L O ...•.. Try I o n 3. WEMIER PROOFING SIML BE ANDREW TWO-PART TAPE SUPPLIED ERIN LOT. • . • • COLD SHRINK SHOAL NOT BE USED I. 1101M•IG UP'OR'STACK/Kr CP COINECIION9 6 NOT PERMITTED. • • ' 2. COKE RNINTNG COMPOUND TO BE USED AT ALL LOCALES MO 113 BE APPLIED PIBI1 TO ACC•IO 11IEOEVE. 1825 W. WALNUT HILL LANE, SUITE 120 \ .' \ / \ / IRNNC, TEXAS 75038 A Nay4 PIPE MOUNT GROUNDING DETAIL ¢ GROUND KIT DETAL _ TYPICAL GROUND LUG ax•EEDIION DETAIL , BBBpF2, ((1INW�E- PROP(/ /- ( I•FDYNEEQUIRED)AND ANTENNA \ • , (--i6 �aG I N E!.�`S/pyCATN9 Kb. 'G ,AP. 130 I 1 g 95755PEE 91- CRIMP TYPE PARRIED TAP OR d g d a .. U�v�' Jul 07,2020 EQUIVALENT RXI/R,°TI}�1. RXI/OG OREGON �i.I.ni .������������5 k 0.003 o eoo ; )-9OOOO G7 ✓/ 4, ��r_ .ee• .+.�e+ : I I I 1 / N E? O O O O 67 O y c'L`A N PER NAMRIPA I I I I �srANEvro oaolWD•Dlar.7YP. C� ' 2.000 �, ° 0 iL 0 \ v? r _J1ECOIEOMIDN DR FDRI I I I9FE UETAL 7 KN,1N5 SLEETI . 250E ,u, �6 O O O O O �..�EASE CP rngECTION MP) I 1 2�75 _`� O -� ExPIREJ: 6�3u1Lu1 r r l 3.50E _ 3-6 0 0 0 0 0 DRAWING:xuEs ARE ImENDm FOR 11.,r sat ,{ I I I ANIENA CABLE TO ITS.1VP. 4.00E PRINTED MEDIA ONLY. CONNECTOR- J/yLT.TAP �( I \ �B CONDUCTOR*MI cam eoa. O .6112,DO ` (5) O SUBMITTALS s°E "DISTANCE m TURN 70 WEATHERPROOFING �1 �_2 NSUAION NO.R4150A4 NBIRAOR REV DATE DESCRIPTION BY /e AwG GREEN INSULATED STRANDED (HEN REOWiED) \�.• �,/�—i U o 4- IGROWLING EVE MED ` yNBESr DEEg LARGER as NAPALMED EDUIt. A lo/o4/ gar CD SIR COPPER WALE par BOO) GINS X 6 O p1ED AT TENTER BRAWL_____ 1�1 I I I LINAGE T/.9500 PART'/�I54E B 2D/04/19 90R CD SIR 2 PRO TAMED,SOLD DEIFRBIE NUMBER OF C 0l/05//9 90R CO MY COPPER CONDUCTOR s GROUNDING G BARS NO MEN ENDEMIC NEW TO ICCATDN D 09/04/20 90R CO WIN GROUNDING BUS f, - -- - 0 07/03/20 ICON CO EPS tn.. .•tNG I�T+E CONNECTION 3 NA GROUNDING BAR CONNECTION DETAIL (ANTENNA. (12') GROUND BAR DETAIL SITE SITE INFORMATION \ 1.S1 Ise c -, ' SITE ID: }I 1M PR52 I I I I I 1. —ANIFMA LAST l 1 A 1 (� r+Ru.TIP.—\ ' t1 REDS NAME: ram, .� i� 11.1 6)64 �. .� —DOWNar BRACHEr � is... PR52 & 1373892 di ii ii ii ill 31C�.7A Bey 21�08 —(Nl PNYiI.A7(IEANIA �1® �, 1 /s, PEN PLAN0 ::::::::<° .61061 q ..... SITE NAME: Lac 976715- 16 "�ii7B770 m axE�re m� `__ H Nc SITE ADDRESS: (N) RRU,TI'P. TYPE OL LTD :DPL2C 16295 SOUTHWEST MI 3' PTDMILE CONDUIT 1111 ��� 85TH AVENUE ��' 1IN �*It�! TIGARD, OR 97224 Trr f -11 ^I�^ 1) I. 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