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Plans m OFFICE COPY `� po °' CITY OF TIGAR .. AT&T• wo m FW D FOR CODE COMPLIANCE RECEIVED Q m g AT&T : ) JUL 1 4 �;� G • c;: t I CITY OF TIGAk� —12 CO G •sCO 11- .1,,;1 •#: ,� -,ten I �� BUILDING DIVISION P 5 s ; 1 > �� 1 ' can: )� €� i y (smart nk p. n 0 cp 1� UPGRADE: L #: _ 8. � CO `' ` " `•L ` . T 5C, 5G & 4TX4RX ANTENNA VET O z0 - a a) a .15 ICII �AF rn' a SITE ID: PROJECT TEAM • • r 3 IT1 et 1825 W. WALNUT HILL LANE, SUITE 120 000700000, 0 [1,00 . ,.. PL77 IR4N1G, TEXAS 75038 COMAPP-PAO''. AT&T MOBILITY 1-655-689-5421 r ADDRESS: 19801 SW 72 AVE, STE.200 l"i_.I IJFA4bf1:e1 RFDS NAME & ID: TUALATIN, OR 97062 PROJECT MANAGER EVANS 9 PL77 & 3539481 PHONE:COMPANY: COMPANY: SMARTUNK U.0 2001 N. MAIN 7 • ADDRESS: WALNUT CREEK, CA 96ITE 240 tY SITE LOCATION Plac SITE NAME. 6 ' TIGARD WEST CONSTRUCTION MANAGER OLY PETERSON Tirlite[i Car PHONE: 503-369-1671 COMPANY SMARTUNK LLC 9 LTE NEXT CARRIER PTV. ADDRESS: 11410 NE 122ND WAY D BroadwayRoSP. KIRKLAND, WA 98034 Theatre Company Torched hlusionrs •"' .- 9 " 3898A0T6TM/3898A0T71 G/ ZDNING MANOR COURTNEE GOMEZ i:: o Massage ON the C, PHONE: 916-527-4157 The Pool 8 Spa House 7 COMPANY: SMARTUNK LLC �:, 3898A0T6LW/3898A0T6H8 ADDRESS: 11410 NE 122ND WAY _t:.4 KIRKLAND, WA 98034 SCALESORATING A�INTENDED PM 1l 17 92E Mr Hookah SITE ADDRESS: tD PY. pF�JiITECT/ENGINEER ATM: KATYA SERAVALLE 0 00MPANY: 1-655-869-5421 12965 SOUTHWEST PACIFIC HIGHWAY OMPANYEMAIL: Y; RttONE ALLEOTRYLON.COM TSF SUBMITTALS DRIVING DIRECTIONS ADDRESS: 1825 W. WALNUT HILL LANE, SURE 120 REV DESCRIPTION BY PORTLAND, OR 97223 825 ' TIC75T DATE A O4/wm 000 CD 00P FROM: 19801 SW 72 AVE. STE.200, TUALATIN, OR 97D62 CODE COMPLIANCE , ° °6r"/10 907` UPDATE °0P TO: 12965 SOUTHWEST PACIFIC HIGHWAY. PORTLAND, OR 97223 ALL WORK & MATERW.S SHALL BEC PERFORMED & INSTALLED IN ACCORDANCE WITH THE CURRENT0 00/21/ao % COa) OOP 1. GET ON 1-5 N FROM SW SAGERT ST. SW 65TH AVE AND SW NYBERG ST EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING 2. CONTINUE ON 1-5 N TO TIGARD. TAKE EXIT 6 FROM OR-217 N PROJECT DESCRIPTION IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 3. FOLLOW OR-99W S/PACIFlC HWY W TO YOUR DESTINATION 4. TURNLEFT ONTO1. 2019 OREGON STRUCTURAL SPECIAIJTY CODE (2018 IBC) 5. PASSS BBY BANKKOR-99W S/PACIFIC HWY W OF AMERICA (WITH DRIVE-THRU SERVICES) (ON THE RIGHT IN 0.4 MI) THE PROJECT WILL BE COMPRISED OF' 2. 2019 OREGON MECHANICAL SPF(tMIII' CODE (2018 IMC) MODIFICATION TO AT&T ANTENNA ARRAY. 3. 2017 OREGON RESIDENTIAL SPECIALITY CODE (2015 IRC) • REMOVE (3) (E) 3JR52703AAAA• (3) (E) 742-264 ANTENNAS & REPLACE W/ (6) (N) 4. 2017 OREGON ELECTRICAL SPECIALITY CODE (2017 NFPA 70) SITE INFORMATION CAA-UBTULBULBHH-8517-17-21-21 ANTENNAS 5. ANSI/ETA-TVr222-H • REMOVE (3) (E) 700 RRUS (RRH2x40W_7L) ON TOWER UNMANNED • RELOCATE (3) (E) AWS RRUS (B86A RRH4X45-4R) ON TOWER THIS FAClUTY IS CAP REQUIREMENTS PER 0119"OT FOR HUMAN HABITATION. THIS FACILITY IS OREGON STRUCTURAL SPECIALTY CODE SECTION EXEMPT 9. THIS SITE ID: • INSTALL (3) (N) 190090 RRUS (B12/14 320W AHF1B ON TOWER HANFACILITY IS NON-OCCUPIABLE AND ACCESSIBLE ONLY TO SERVICE PERSONNEL ,, PL77 • INSTALL (3) (N) RRUS (825/66 320W AHFlB) ON TOWER � • INSTALL (3) (N) 850 RRUS (85 160W AHCA) ON TOWER • INSTALL (1) (N) DC9 DC-48-60-24-8C-EV ON TOWER SHEET INDEX RFDS NAME: • INSTALL (1) (N) DC CABLE PL77 & 3539481 • INSTALL (1) (N) FIBER CABLE SHEET # DESCRIPTION REVISION # MODIFICATION TO AT&T EQUIPMENT ENCLO.SIIRF•c '1 T-1 TITLE SHEET 0 SITE NAME: PROJECT INFORMATION • REMOVED E (,1)i`(E)"DC6-4Ge-BOE-18-8C-EV ON TOWER (TO BE REPLACED) D TIGARD WEST •▪ INSTALL (1) (N) DC12-48-60-0-25E-SS ON H-FRAME GN-1 GENERAL NOTES RED NAME:AMPL77 WEST • INSTALL (N) THERMO HEX DOOR ON LTE FLEX16 CABINET A-1 OVERALL SITE PLAN 0 DAT NAME: 31 2 3539481 • INSTALL 5G GROWTH KIT WITH (I) ASIK & (1) ABIL IN SMACK C2 SITE ADDRESS: DATED: MONOPOLE 811 • INSTALL (4) (N) 24V RECTIFIERS A-2 ENLARGED SITE PLAN 0 12965 SOUTHWEST PACIFIC SITEO TYPE: MONOPOLE COUNTY: WASHINGTON • INSTALL(3) (N) 24V TO 48v CONVERTERS JURISDICTION: CITY OF TIGARD A-3 EXISTING & PROPOSED EQUIPMENT SHELTER PLANS 0 HIGHWAY PORTLAND, OR 97223 LATITUDE: 45.4266694' p.m Y, '•arLoty. AC/DC SCOPE: A-4 EXISTING & PROPOSED ANTENNA PANS 0 LONGITUDE: -122.7798694' Cali way we Al. pc POWER PLANT RFVIFW AMSL t198.0' ..•.+A11 T.B.D A-5 DOSING & PROPOSED TOWER ELEVATIONS 0 SHEET DESCRIPTION SITE ADDRESS: 12965 SOUTHWEST PACIFIC HIGHWAY A-6 ANTENNA AND EQUIPMENT SCHEDULE 0 PORTLAND, OR 97223 CRY CHFCK T•g,s A-7 EQUIPMENT DETAILS D TITLE SHEET APN: 257028D02600 Fl Fr:1RICAL PANFI SCHEDUI F' - E-1 GROUNDING PLAN D TOWER OWNER: AMERICAN TOWER CORPORATION T.B.D 10 PRESIDENTIAL WAY, E-2 GROUNDING DETAILS 0 WOBURN, MA 01801 HYAD UNITS' SHEET No. CONTACT: (503) 341-8518 T.B.D RF-1 TO RF-3 PLUMBING DIAGRA 0 M T-1 ` ... GENERAL NOTES .111110, 1. GENERAL REQUIREMENTS 4. GENERAL NOTES `� AT&T E.A. PURPOSE AND INTENT L SITE CONTROL 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 THE ��// 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 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 AND i •2. THE INTENTION AOFB THE DOCUMENT IS TO INCLUDE Al LABOR TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO 7, CONSTRUCT EMBANKMENT TO THE LINES AND GRADES SHOWN ON DISPOSE OFF SITE Al RUBBISH, WASTE LITTER AND ALL AND MATERIALS REASONABLY NECESSARY TOR--THE-PROPER EXECUTION STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE THE DRAWING. FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND 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 WHIN OTHER FOREIGN DEPOSITS. RAKE GROUND TO A SMOOTH THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH SUITABLE. USE IMPORTED BACKFlLL ONLY AFTER AVAILABLE ON-SITE EVEN-TEXTURED SURFACE. A. CONFLICTS DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURE ABOVE 1. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL 3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE 3.EXCAVATIONCSTR MATERIAL HAS BEEN USED. c mart k OR DOING ANY WORK, NO EXTRA CHARGE OR COMPENSATION WILL BE OR AS DIRECTED BY CONSTRUCTION MANAGER AND IN ACCORDANCE WITH D. CONSTRUCT IN LIFTS OF NOT MORE THAN O INCHES SLL BE BROUGHT WORKING STRUCTURES EXEC AND/OR UTILITIES BEUEVED VARY EXIST IN THE V��, ` n ALLOWED DUE TO DR re.RENCES BETWEEN ACTUAL DIMENSIONS OR JURISDICTIONAL AUTHORISES. DEPTH. THE FULL WIDTH OF THE CROSS SECTION SHALL BROUGHT LOCATION INARDICATED. EXACT LOCATION OF WHICH MAY FROM THE DIMENSIONS SHOWN ON PLANS SUBMIT NOTICE OF ANY DISCREPANCY IN UP. RIALLS. THINDICATED. EVENIN PARTICULAR THE LCOCATION R IS WARNED DIMENSIONS OR OTHERWISE TO AT&T FOR RESOLUTION BEFORE M. LIVESTOCK PROTECTION O. MATERIALMSHALL BE PLACED INFE LAYERSL NGO SHALLOBTAIN NEAR THAT NHS EXACT OR APPROXIMATEURES LOCATION OF SUCH PROCEEDING WITH THE WORK. 1. PROTECT AND SECURE LIVESTOCK. MAINTAIN AND SECURE EXISTING OPTIMUM MOISTUREOMPCONTENT BEFORE ROLLING OF THE THE PIPELINES,SHOWN SUBSURFACE STRUCTURES WNDAND TI SHALLS BEN THE AREA 2. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF PERIMETER FENCE AND/OR GATE ENCLOSURES. PRESCRIBEDT COMPACTION. WETTING OR MOISTUREDRYING MATERIAL AND MAY BE TOO MAY NOT WITHE SHOWN AND R SHALL HIS , / MANIPULATION TO SECURE REQUIRED.UNIFORM ERA S S THROUGHOUT RESPONSIBILITY DRILLY PROCEED LOCALLAT CARE IN HOURS BEFORE DIFFICULTIES OR CONOf.ONS THAT MAY BE ENCOUNTERED, OR OF ANY • OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK THE LAYERS PR BE IDITEM. HUSH THE SHALL TOOBE INCLUDED YOU DIG,W OR BLAST CALL SA UTILITIES LOCATOR COMPANY. WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON 2. SITE PREPARATION IN THE APPROPRIATE BID SHOULD THE MATERIAL BE WET TO 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL NOTIFIED IN • • ��� • THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE A. SCOPE OF WORK INCLUDES PERMIT PROPER COMPACTION, IT IS THE CONTRACTOR'S RESPONSIBILITY WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE ..,• •.. Try I o n REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THETO UTILIZE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS • 1. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING 5. DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT AND DO NOT WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR THE OWNER'S • ••• WORK. MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. PLACE EMBANKMENT MATERIAL UPON FROZEN MATERIAL REPRESENTATIVE. • • • 2. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL A CLEANING PROTECTION DURING CONSTRUCTION ACTIVTNES. EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH HAS OTHER CONTRACTORS PERFORMING WORK ON THE SITE DURING THE 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, DEBRIS, IRVING, RYAS 75038 CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK, REMOVE ALL BECOME DISPLACED DUE TOD CONTRACTOR'S OPERATIONS. PERFORMANCE OF THIS CONTRACT. RUBBISH, DESIGNATED TREES AND SRN IMPROVEMENTS. 1-855-669-5421 WASTE AND NON-CONSTRUCTION MATERIAL INCLUDING ALL CONTRACT 4. TOPSOIL STRIPPING AND STOCKPILING. 7. STARTE LAYERSE THE DEEPEST T LAYERS OF THE FILL AND A 6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, PUBES OR PRIVATE • TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN 5. TEMPORARY EROSION CONTROL SILTATION CONTROL AND DUST PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL PROPERTY TO AT I FAST AS GOOD OF CONDITION AS BEFORE e ♦ AND READY FOR USE. CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. TO THE FINISH GRADE UNE. DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S 6. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRICTURES, 8. ROUTE EQUIPMENT BOTH LOADED AND EMPTY, OVER THE FULL WIDTH REPRESENTATIVE. OF THE EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. A. CODES BENCHMARKS, AND MONUMENTS. 1.CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, 7. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND 9. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR 8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY UNE REGULATIONS, AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL RE-INSTALLATION OF EXISTING FENCE AND OTHER SITE IMPROVEMENTS SLABS AND STRUCTURES TO BE 95% COMPACTION AT A MINIMUM DRY JUDGED MONUMENTATION. ANY MOOR OWNER'S DISTURBED OR .SHALL BE AS AUTHORITIES WITH JURISDICTION OVER THE SALTIER. THIS RESPONSIBILITY SCHEDULED FOR RE-USE. DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE, SHALL BE IS IN EFFECT REGARDLESS OF WEATHER THE LAW, ORDINANCE, 8, REMOVAL AND LEGOK DISPOSAL OF CLEARED MATERIALS. 3% OF OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL AREA REPLACED. REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. EMBANKMENTS TO A MINIMUM OF 90% OF ASTM 0-1557. 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING B. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION H.SITE GRADING SHALL BE DONE IN ACCORDANCE WITH OSHA REGULATIONS FOR A. UCENSING MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) I. USING ON-SITE EXCAVATION MATERIAL, SHAPE, TRIM, FINISH AND CONSTRUCTION. 'I. CONTRACTOR SHALL HAVE AND MAINTAIN A VALID CONTRACTOR'S 1. MATERIALS USED FOR TREE PROTECTION. EROSION CONTROL COMPACT SURFACE AREAS TO CONFORM TO THE UNES. GRADES AND 10.MAINTENANCENNAN OFHSU AB RESPONSIBLE FOR DEWATCOURING AND THEW 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 SURFACE DRAINAGE DURING THE COURSE OF WORK. FOR JURISDICTIONS THAT LICENSE INDMDUAL TRADES. THE TRADESMAN OR CONSTRUCTION MANAGER. 11. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SUBCONTRACTOR PERFORMING THOSE SHALL BE LICENSED, RESEARCHED 3 �HwoRK 2. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDI NG OR SHALL BE ALIVE WITH THE OWNER OR OWNER'S AND COMPLY WITH THE UCENSING LAWS, PAY LICENSE FEES, AND SELECT REPRESENTATIVE BEFORE EACH AND EVERY CONNECTION TO EXISTING AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. A. SCOPE OF WORK INCLUDES EROSION. ]TSI OAS IS MADE. ._- 3. ELIMINATE WHEEL RUTS BY REGRADING. 12. MAINTAIN FLOW FOR ALL EXISTING UTILITIES 1. EXCAVATION, TRENCHING, FLUNG, COMPACTION, AND GRADING FOR 4. COMPACT AREAS OF UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS A. OSHA STRUCTURES, SITE IMPROVEMENTS AND UTILITIES. AND STRUCTURES TO BE AT 95% COMPACTION AT A MAXIMUM DRY 13. ALL ES O FILL OFIALL MEET SELECTED FILL STANDARDS AS DEFINED DRAWING su cc ARE pRENAEA FOR I111A'NYE 1. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE 2. MATERIALS FOR SUB-BASE, DRAINAGE, BACKFlLL AND GRAVEL FOR DENSITY AS DETERMINED BY THE ASTM 0-1557 OR WITHIN PLUS OR BY THE OWNER OF OWNER'S REPRESENTATIVE ON THE DRAWINGS OR PRINTED MOM ONLY. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS AND STATE LAWS SLABS, PAVEMENT AND IMPROVEMENTS. GEOTECHNICAL REPORT RECOMMENDATIONS. CASED IN THE FEDERAL OCCUPATION SAFETY AND HEALTH ACT. THESEMINUS 3X OF OPTIMUM MOISTURE CONTENT. 14. CONTRACTOR TO GRADE ALL AREAS OF THE SITE TO PROVIDE REGULATIONS INCLUDE, BUT ARE NOT UMITED TO, REGULATIONS DEALING 3. ROCK EXCAVATIONDOWITHOUT BLASTING. FROM CONSTRUCT FINISH SURFACE OF SITE GRADING AREAS WITHIN 1 INCH POSITIVE DRAINAGE AWAY FROM THE BUILDING OR EQUIPMENT PAD SUBMITTALS 4. SUPPLY OF ADDITIONAL DISPOSAL MATERIALS FOR OFFSITE AS REQUIRED. SPECIFIED GRADE. WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATION AND TRENCHING, 5. REMOVAL AND LEGDK DISPOSAL OF EXCAVATED MATERIAL AS AND THE TOWER. REV DATE DESCRIPTION BY AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND REQUIRED. I. SUBGRADE PREPARATION 15. IF NECESSARY, THECONTRACTOR IS RESPONSIBLE ALL FOR REPAIRING _ _ SUBCONTRACTORS WEAR HARD HATS AT TIMES DURING CONSTRUCTION. 1. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON AND REGRADING ROADWAY AND ANY DISTURBEDAREAS FOLLOWING A 04/04/20 902 CD Apr B. QUALITY ASSURANCE THE DRAWINGS. INSTALLATION OF UTILITIES. A. PHOTOS 1. COMPACTION16. NO COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER B 06/21/20 SOX CO CALM 03P 2. MAINTAIN TOP OF MAT DE IN A FREE-DRAINING CONDITION. 1. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION A. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND 3. DO NOT STOCK PILE MATERIAL ON TOP OF SUBGRADE UNLESS 17. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THE INSTALLATIONS, GROUNDING, AND TRENCHING AFTER PLACEMENT OF WALKWAYS WILL OBTAIN A 95% COMPACTION AT A MINIMUM DRY DENSITY AUTHORIZED BY CONSTRUCTION MANAGER. DEVELOPMENT 0 06/17/20 IAA%c0 CLAP UTILITIES PRIOR TO BACKFlLL 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 18'UNLESS OTHERWISE CONTRACTOR NOTED.FURNISH AND INSTALL ALL MATERIAL MOISTURE CONTENT. AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR A BUILDING PERMITS 2. GRADING TOLERANCES OUTSIDE BUILDING UNES WITHIN PLUS OR MINUS 3% OF THE OPTIMUM MOISTURE CONTENT. 19. ELECTRICAL DRAWINGS HAVE BEEN REVIEWED AND SEALED FOR 1. CONTRACTOR WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE A. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 5. CONSTRUCT TOP OF SUBGRADE WITHIN 1 INCH OF ESTABUSHED STRUCTURAL PURPOSES ONLY. _ , JURISDICTIONAL AUTHORTTY FOR PLAN CHECK AND REVIEW. CONTRACTOR INCH. GRADE AND CROSS SECTION. WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO B. UNDER PAVEMENTS PLUS OR MINUS 4 INCH. J THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT, 3. GRADING TOLERANCES FOR FILL UNDER CONCRETE APPUCATIONS J.GEOTEXTILE FABRIC / ♦ CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS A. PLUS OR MINUS INCH MEASURED WITH 10 FOOT STRAIGHT 1. LAY GEOIE OLTLE FABRIC OVER COMPACTED SUBGRADE IN THE SITE INFORMATION AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC COMPOUND AREA AND UNDER LENGTH OF ROAD PROJECT RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING EDGE. (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 PL77 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 OR CRUSHED 1. 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. RFDS NAME: 2. WASHED 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 PL77 & 3539481 1. CONTRACTOR WILL SUBMIT ALL ZONING AND CONDBONAL 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 1. FURNISH, , INS WITHINA THE CONSTRUCTION P DOCUMENTS OR SHOWN SITE NAME: THE SITE RELATED TO CONSTRUCTION. SUCH AS NOISE REGULATIONS, THAN 2 INCHES IN ANY DIMENSION. DEBRIS. WASTE, FROZEN MATERIALS AND/OR IN REQUIREDRE CONSTRUCTIONTH SPECIFICATIONS.HOURS OF WORK, ACCESS UMITATONS, ETC. THE CONSTRUCTION MANAGER AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE. TIGARD WEST WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT OF NO MORE THAN M.CONCRETE FORM WORK PRE-BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS. 5%. 4. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE 1. FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE SITE ADDRESS: A FM PERMIT AND TOWER UGHTING OR GRAVEL WITH 95X PASSING A 1-1/2 INCH SIEVE. FORM RELEASE AGENTS. 1. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION 5. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS. 2. CHAMFER EXPOSED EDGES OF ALL TOWER FOUNDATION SHALL 12965 SOUTHWEST PACIFIC MANAGER FOR FM AND STATE LIGHTING REQUIREMENTS. CONTRACTOR RECEIVE A 1 INCH BY i INCH 45 DEGREE CHAMFER. OTHER EXPOSED HIGHWAY SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT D. CLEARING AND GRUBBING EDGES SHALL RECEIVE A TOOLED RADIUS FINISH. UGHTING IS OPERATIONAL. 1. REMOVE A VEGETATION MID MATERIALS AS REQUIRED. REMOVE 3. UPON COMPLETION, REMOVE ALL FORMS INCLUDING THOSE PORTLAND, OR 9722E LL • STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAYS. DISPOSE OF CONCEALED OR BURIED. A. TOWER SECURITY CLEARING AND GRUBBING OFF-SITE OR IN AN ON-SITE LOCATION 4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. i ♦ 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 GENERAL NOTES USE. A I SHEET No. GN-1 / — l THIS IS NOT A SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH, f `` v AT&T EN EASEMTS, SIPIGhl WIDTHS, AND SETBACKS WERE OBTAINED FROM A GEOGRAPHIC INFORMATION SYSTEM (GIS) OR OTHER MEANS, AND ARE APPROXIMATE. / / , �+ �� n / , /, (E) BUILDING (IYP.) / `\ �(E, PARKING AREA ; ` / gsmartIink il , \\ / ,\ OS} + / \ /�/ /�� \ /r/ +!i �+ ` 1825 W. WALNUT HILL LANE, SUITE 120 ++ /f t \ ,/ . IRNNG, TEXAS 75038 �� it \ + / / 1-855-669-5421 / / / // /Y // /. : / /; \\ • \ / (E) AT&T EQUIPMENT PAD ©a / \ ++ {/i \ cam 40 W/ (E) & (N) EQUIPMENT LAYOUT�� \ \ 5 \\ v '- ". �� (E1 FENCED COMPOUND PLAN \ •++ Eai ., ,♦ �lE SHEET A2 tAYOIIT / \ +\+ cr; r \\%''‹... • 111111111P. \ 0RN*9 C D PION=IKON FOR 115t1r 9E(E) 78'-0' MONOPOLE � � \ Y i p yF ` \t+----(E) & (N) AT&T ANTENNAS LAYOUT �a .' SUBMITTALS // le' ,®� \ Nang" a�; REV DATE DESCRIPTION BY ' / \` ' A 04/04/20 VON CD GOP i // af.i s ae/21/m Go:CO UPDATE OP/ g , \ • •� o oe/n/m WON co OOP •., \ I kly /, /1,-'J , • I .," / 1 \ %' i / SITE INFORMATION \ r / ° ` , (Ey PARKING AREA ' 7 SITE ID: < ''%', z \� -1>\ PL77 � �' `® (,r, PARCEL: 2S102BD02600 l / T �� =t • ZONE: UNKNOWN ���� T�":�s� RFDS NAME: ^4./ \ ,I'' \// PL77 & 3539481 / \ lJ����� t. TISITE NAME: GARD WEST 7 1� PARKING AREA? \ v\4, \ / SITE ADDRESS: / / C \�\ y At' ;Y 12965 SOUTHWEST PACIFIC �/ �� V=4L, HIGHWAY �j///'`•,\ \ / elk^ PORTLAND, OR 97223 � � , , \ SHEET DESCRIPTION / (E) TREES (TYP.) OVERALL SITE PLAN \ / 1 t, SHEET No. Fes 0 i 2AI I , _PI 91 imiiii pi g aerie o• 3r • A-1 ®SCALE Or %1Y): 1/18' - 1'-0' + / r / ' I A ` N 1 X ! l �i�1I \ \ t V AT&T y , � V , \ /P' T, \�/ — - , ►�••I , v •sP,..\.,.lt.. smartlin8 \ / .,, / 0• • J f ,✓ (e) (12) 7/8• COAX ,t/ A►s // V (4) w CABLE - TA / \ /" (tQ(1O FIBER CABLE j \. (10 (1)1.BBEER CABLLEE TO/4 O/r /. • /' !; /4 / ;: :; Trylon E7031N0 NEMI '/1TR7' © 0 (E) 7B'-0' MONOPOLE \ w ;\. \ ANTENNA PLAN© © • • / Au © f7 EM 3 NEN war TA* / ®L�;��: ��...�°'�AI'''..'`' \ �,(\ \\ 1825 W. WALNUT HILL LANE, SUITE 120 / ® ® (4 // i`Y i / / / -' \` J�\•\ \ \ 1-855-669-5421 EDUPLIQIT PLAN '' , / — `, \ / ‘411,A.4.175;4;*4-4, i / I ' 1 ON \ .\ / .N / mot.. /P v �� // \ \\ ti:_•• // �� DRAWING muVq ARE*MENDED FOR 11'x1]•SIZE DNEM ONLY. _.—�...i ._ \ / `� (E) SWING DATE (TYP.) � ,f11616 \\ / SUBMITTALS I- \ REV DATE DESCRIPTION BY \ / A 04/04/20 gas CO oar J \ A NI B 06/21/20 gas COW O F OOP , ._, \ `\ 1 \ o as/n/so +oax CO oar \ %/ (E) SHELTER OTHER CARRIER SITE INFORMATION 1 \ v Co (E) GENERATOR SITE ID: x _ PL77 �; f I ;s IRV V RFDS NAME: ,/\�1 1 4 \ X ,. PL77 & 3539481 \ 1 R• �, 1 y� \j SITE NAME: -a` A v / I / TIGARD WEST ADDRESS:/ - `� SITE AD RE5 ~� �' (� 12965 SOUTHWEST PACIFIC .' / HIGHWAY ` EE J_ II V ' ` V ' ` (E) H-FRUAE T i V , �. , y, BUILDBAO\ i V... i �N \t Y:�}'/\ (E) TREES (IYP.) (� �; SHEET No. A'2 SCALE (11' X 1Y): 3/iTE 8P-AN d 0 1'- 8" 5'-4' 8'-0' A-2 , . . ...... , . a . AT&T ,,. . 4: gsmartiink (E) LIE GPS ANTENNA (E) LTE GPS ANTENNA QQ MERINO NIX DOOR (E) 1E43 CS LIE GROMRN KIT W/(1) ASK t (1) ABu. i CABINET ON PLINTH (E) FLX 16WS LTE CABINET ON PLINTH • • 15'-0•t (E) TE43 CABINET - •••• • • •�• (tQ ICE BRIDGE (1W) (E) TE43 CABINET .• Oe. (q UMTS CABINET _ (E) ICE BRIDGE ▪ • - , .�---- ' .r-' '�q -T` // (E) TELCO BOX MID ( •) 1825 W. WALNUT HILL LANE, SUITE 120 I I I ITMNG, TEXAS 75038 r_,i I__. i,_ _�i___ UMTS AC SUB PAN0. (E) UMTS CABINET _� - 1-855-689-5421 \ l I� ,�__. t �_/INSTALL a T, (E) TELCO BOX AND I— - --'I 1 I-�- - -- LINTS AC SUB PANEL (1)(F4 DC CABLE \ } r IBER CABLE \ ~. -+-- \ ) E GSM (E) (12) 7/8" CU41L ` . _ I ESL -- I� UV (1)(4) DC CABLE FIBER CABLE \ e .;� / / I -'r (q TE40H / (C 91 N....Ti m L- r CABINET m -J (� I GEE)NERATOR PLC w / I / / CABINET (E) CABINET I I (q CAM-LOCK • GENERATOR PLUG (E) TE41 PDU I. Vi ' - — CABINET !�i -_.. flflJJ NSfMI Q!) \\\\\ I I tr.-- ° PRIMED t OH-Y. tt':fY sa o/' (q AC PANEL (4) RI7Di1FER3 Ate`' wan '..=r,_. • - • 6j (q GCB 1E ON , (� CONVERTERS / EXISTING POSTT • r// SUBMITTALS BRIDGE t 1 (q AC PANEL (E) N-FRAME (TYPJ (E)ERIDG EXISTING ICE I REV DATE DESCRIPTION BY BRIDGE POST !� A ��� On CO OOP (E) FIBER LOOP \{` ENCLOSURE (E) H-FRAME �•) a 66/21/Po %Oi CD IR'nME aov INSFALL o 06/17/20 ton%CO OOP 13012-41:1-4O-0-25E 33 (E) 78'-0' MONOPOLE ON EXLSIIW3 ICE BPOST — E (q FIBER LOOP ENCLOSURE SITE INFORMATION , I SITE ID: (E) 78'-0' MONOPOLE PL77 RFDS NAME: PL77 & 3539481 SITE NAME: TIGARD WEST SITE ADDRESS: 12965 SOUTHWEST PACIFIC HIGHWAY PORTLAND, OR 97223 SHEET DESCRIPTION EXISTING & PROPOSED EQUIPMENT SHELTER PLANS SHEET No. EXISTING EQUIPMENT PAD PLAN ®PROPOSED EQUIPMENT PAD PLAN 0 r-0' 2'-0' 4'-0' 13'-0 A-3 SCALE (I1 X 177: 1/2' - t'-o' a 1'-0. Y-0. 4'-0' B'-0' SC 1'ALE (11' X 177: 1/2' - -0• n V‘4".��x (Iq AT&T ANiELBN G{W3�Z70.' ��4.6 `^ � AT&T��ANTENNA (KMW - EPBQ-852L8H8)TO IIE AT&T MP. Of 1 PER SECTOR TOTAL Of 3) Ai c A4 (TYP. OF 1 PER SECTOR, TOTAL OF 3) Al i (E) AT&T WCS RRH (RRH4x25-WCS-4R) (q AT&T 700 RRN (RRINIx4OW-7L) TO BE REMOVED allbA3 �REMAIN 1 PER SECTOR, TOTAL OF 3) (Mk OF 1 PER SECTOR TOTAL OF 3) emme_Iii� I ••• • o.,' gsmartIink LS 0_•.,„ /... Bt �t ........1 . • e ryo % 1� r J 1825 W. WALNUT HILL LANE. SUITE 120 IRJ1N0. TEXAS 75038 (E) 78'-1Y MONOPOLE 1-655-669-5421 . • •� /At. 83 (E) AT&T ANITO B REMOVED - 742-284 NI (TYP. OF 1 PER SECTOR TOTAL OF 3) (E) AT&T DC6-48-60-18-8C-EV SQUID— • 7O ARELOCATED T&T AWS i (�84 X 4R) TO REMAIN (1 TOTAL) C1♦` (rep. OF 1 PER SECTOR, TOTAL OF 3) "/'. ', (E) AT&T DC6-48-E4-t8-SC-EV SOW TO BE REPLACED (1 TOTAL) n EXIS ANTENNA PLAN �A�4 Jmu F�(1(11w' X 177: 1/2' 1'-0' 0 1'-0' Y-0' 4'-0" 8'-0' SWIM SCALES ARE INTENDED FOR I1 7"82E PRINTED MEDIA ONLY SUBMITTALS 1/4 REV DATE DESCRIPTION BY (IQ AT&T A1ITENNA 5'-9.t n (E) AT&T ANTENNA (KMW - EPBO-652L8H8) A oyoAhD 00i m 009 if (CELLMX - MA-UBBXBU9N 7-21-21) (IYP. OF 1 PER SECTOR, TOTAL OF 3) A (TYP. OF 2 PER SECTOR, IOTA.OF 6) •�y a mhThD Sox CD DPnac DDr Al LT5 A4 (( OF 1 PER RSE TORH4TOTAL OF aj) 0 06/17/20 IDOx CO OOP A2 I Irib I 1L Sx3' PIA CLEARANCE (1YP.) (N) AT&T 850 RRN (85 MOW ANC '�� / \ aw' OF 1 PER SECTOR TOTAL 0- :'' < ' SITE INFORMATION GO AT&T tTAY1:M otm— —SQUID ( C4,, — \TOTAL) \ / SITE ID: B7 PL77 4' REDS NAME: ,','',0 \4,k..::: „_14,,t1 . `!�'. W (E) 78'-0" MONOPOLE• PL77 & 3539481 ,, 82 SITE NAME: L �� 4J Air TIGARD WEST RELOCATED (E) AT&T MS RRN (B86A I 44X46-4R) ON (N) OWL MOUNT SITE ADDRESS: �� (1YP, OF 1 PER SECTOR. TOTAL Cf 3) 12965 SOUTHWEST PACIFIC (IQ AT&T > Eeof 04) DUAL mom .f , PORTLANDHIGHWAY OR 97223 (TYP. OF 1 PER SECTOR, TOTAL OF 3) / (IQ AT&T 1+ �� net J SHEET DESCRIPTION , *STALL MX 04) DUAL MOUNT(1YP. OF 1 PER SECTOR. TOG1L OF 3) `` EXISTING & PROPOSED c1 '% ANTENNA PLANS (E) AT&TL) DC6-48-80-18-8C-EV SQUID ' II\ (1 TTAL) SHEET No. J © -ROPOSED ANTENNA PLAN SCALE (11' X 17^): 1/2" - 1'-0' 0 1'-0' 7-0• (-0' 6'-0" A-4 u AT&T (E) OTHER CARRIER'S ANTENNA (TYP.) (E) OTHER CARRIER'S ANTENNA (IYP.) • TOP of (E7 MONOPOLE _� ELEV.= 78-0't (AGO) 0 n n n A, TOP OF (E) MONOPOLE ELEV.= 743-0't (AGL) n n n r —. b g sp AT&T 700 NRI1 (RRH'bt40M-7U (E) AT&T MRENNA (KMW - c �� 1 I AT&T MO RINI CBS 100W MICA) 7O EPBQ-652L8H8) (I(1111. OF I PER SECTOR. TOTAL OF 3) (TYP. OF 1 PER SECTOR, . OF 1 PER SECTOR.701TAL OF 3) m �'}tj i}� a n = v a hi REZONED &11EPI.ACED TOTAL OF 3) ❑ a = a (TQ AT&T 700 RRFI (81�14 30AW MR811) S 1 1 1 a 1 t B i! I k INSTALL ON (IQ DUAL MOUNT = (RP. OF I PER SECTOR TOTAL OF 3) (IYP. OF I PER SECTIIR, TOTAL OF 3) AI (E) AT&T A 1ENNA TP HEIGHT (E1 AT&T ANTENNA RP HEIGHT = ▪ ELEV. = 84•-2•t (AGL) (E)ELE 64-2 t (AGL) (N) AT&T 1900 RRN (Bffi/08 32014 ALF6) 0 (E) AT&T ANTENNA TIP HEIGHTL a (TE 1�T�A INSTAL ON 04) DUAL MOIMT Flay 64•-o-t ow • ELEV.are4-b'f (�TL = (TIP. OF 1 PER SECTOR TOTAL OF 4 , — (E) AT&T ANTENNA TIP HEIGHT .i•••i. P f9EV. = 62'-3't (AGL) I - �N ANTENNA ,4. .. Try lon 41 (E) A7-T AN1ENt )Cf7fIF7t = (� (H� II c 1111111 �d1A-UB11JLffiRBHNI-Mr -17-21-21) • pal I �lEV!. a0' tAN1E1011Lj RID CENTERI OW. OF 2 PER SECTOR TOTAL OF 0) 1825 W. WALNUT HILL LANE, SUITE 120 r IRVING, TEXAS 75038 1-855-889-5421 (E) AT&T A1NS RAN O� (E) AT&T WCS MIL —_, (1YP. OF 1 PER SECTOR, TOTAL OF 3)/if, ifi AT&T AMENN (KATTI J4 - 742-264) (T'P.(OF 1 PER SECTOR = (E) AT&T WCS RRH (RRH41f25T WCS O NREMOIIEDfrJ1L1:D TOTAL OF 3) REACHED 0 AT&T ADS (TYP. OF I PER SECTOR. TOTAL Of 3) (TYP. OF 1 PER SECTOR, TOTAL OF 3) ROTH (B6M RRH4X46--4R) (E) AT&T ANTENNA (KMW - c.. n ON (N) OWL MOUNT EPBQ-652L8H8) TO REMAIN (T1'P. OF 1 PER SECTOR. n n CTYP. OF 1 PER SECTOR, TOTAL OF 3) TOTAL OF 3)_ �AT&T c r---I r-I i ' /TOTAL)TO SE RERJ.CED (1 K — i--1 r = (E) AT&T = (E) AT&T ❑ n DCB-48-60-18-8C-EV SQUID a a a i DC6-48-60-18-BC-EV SQUID TO REMAIN (1 TOTAL) = 1 (1 TOTAL) = I DRAWING CCU]PC RE INTENDED FOR 11'vlY SIZE AT&T MYCAP PRINTED MEDIA ONLY. = 24-11C-LY SQUID (1 TOTAL) _ SUBMITTALS (E) OTHER CARRIER ANTENNA (TYP.) = REV DATE DESCRIPTION BY (E) OTHER CARRIER ANTENNA (TYP.) = A 04/84/20 ao><CD OOP = = I 06/21/20 PDX CO I1POME OOP o 08/17/2o 1008 CO ace = i (E) (E) MONOPOLE-.......N......; SITE INFORMATION \\= SITE ID: (E) (12) 7/8' COAX = PL77 (4) DC CABLE (1) FIBER CABLE = RFDS NAME: (E) (12) 7/6' COAX PL77 & 3539481 (4) DC CABLE = (► CABLES q(1'�FIBER SITE NAME: 043 (1)( FTBER GALE = TIGARD WEST SITE ADDRESS: (E) AT&T CHAIN LINK = 12965 SOUTHWEST PACIFIC FENCE WITH BARBED WIRE = �cE&WITH ED WIRE HIGHWAY i `I PORTLAND, OR 97223 I II — _II s i *'II _ SHEET DESCRIPTION -, -.\ • • Ili II t. �' _ ®I I �I I EXISTING & PROPOSED __________r" " TOWER ELEVATIONS GRADE ...'-- .::. 1 -1 I L.,.. L 4r GRADE O't (ACC) I Fl N•= O't (AQL) SHEET No. ®EXISTING ELEVATION Imersat ®PROPOSED ELEVATION mmmi A-5 SCALE (11" X 171: I/4• = 1'-O• 0 Y-0' 4•-O' 8'-0' 12'-0" SCALE (1 1' X 171 1/4• = 1'-0' 0 2'-0' 4'-0' 8'-0' 12'-0' S. , AT&T PL77 ANTENNA AND EQUIPMENT SCHEDULE PL77 & 3539481 ANTENNA RADIOS/TMAs HYBRID CABLES SECTOR TECH AZIMUTH RAD MANUFACTURER MODEL NO. (PORT) SIZE & WEIGHT STATUS CENTER ;smartIink 1 L700 0' ALUM 3JR52703MM(QUAD) 96.4"x12.25n12.7• EXISTING 60'-0" (1) RRH2x40W_7L a'S L7900 (126.0 en)) fY 51.8"z10.3"w5.5" IX15RNG 60'-0• - O 2 U850 15° KATHREIN 742-264 (QUAD) (36.4 Iba) w 0850 99.8'xi 2'x8.8' (1) 866A RRH4X45-4R �.-- N 4 LWCS V KIAW EPBQ-652L8U8 (OCIO) (62.4 Iba) IXSTING 60'-0 (1) RRH4x25-WCS-4R LAWS 96.4"x12.2"x12.7" 1) RRM2x40W_7L (E) (12) 7/8"0 COAX CABLES 1 L700 00' ALUM 3JR52703PMA (QUAD) IX6TNG 60'-0" ( (E) (4) DC CABLES :+ �q x cV L1900 (126.0 Ibe) (E) (1) FIBER CABLE AP-. Try I o n 51.8'x10.3'x5.5• EXISTING 60'-0' — o Ce 2 U850 135° KATHREIN 742-264 (QUAD) (36.4 Iba) q . W G850 99.6•x12•xe.e' (1) 86.6A RRH4X45-4R to 4 LWCSAWS 130' KMW EPBO-652L8H8 (OCTO) (62.4 Ibs) EXISTING 60'-0" (1) RRH4x25-WCS-4R 1825 W. WALNUT HILL LANE, SUITE 120 LAWS IR75038 1-0 TEXAS 5421 L700 240' ALUM 3JR527034AAA(QUAD) 96.4"x12.2 lb.) " EXISTING 8p'-0" (i) RRH2x40W_7L 1-655-669-5421 ip1 L7900 (128.0 Iba) _� 0 2 U850 255° KATHREIN 742-264 (WAD) 51.8'z10.3"x5.5" EXISTING 60'-0• - p (36.4 Ibe) U 99.6'xt 2"x6.8' (1) 866A RRH4X45-4R 1Wi1 4 LWCS 240° KW UM-652L8H8 (OCTO) (62.4 Iba) EXISTING 80'-0• (1) RRH4x25-WCS-I8 I AWS N.AL7• DRAWING v`u CC ARE INTEND®FOR 11"x1Y SZE LTi PRINTED MESA ONAM. EXISTING ANTENNA SCHEDULE SUBMITTALS REV DATE DESCRIPTION BY A 04N4/20 9051 CO COP 9 06/21AO 9119 11)MATE CCP 0 06/17/70 100%CO CCP PL77 ANTENNA AND EQUIPMENT SCHEDULE PL77 & 3539481 ANTENNA SECTOR TECH AZIMUTH RAD RADIOS/TMAs HYBRID CABLES MANUFACTURER MODEL NO. (PORT) SIZE & WEIGHT STATUS CENTER _J 9u/14 330W AWN SITE INFORMATION Al aloe 0' CEU TAX C1u-uei (OC;8,7-,7-si-f, aB S'104 .Y 04 lbs) I w SO.-0' 4I n4/8s 320W AW IY WA_umuL uHH-sv-17-2I-21 111.3Nmm0.7' (t) 55 1SOW A SITE ID: o A3 LAWS c CO M ( ) (104 me) (1)(1) 866A RRH4X45-4R PL77 TWj1 U850 KMW EP80-652L8H8 (OCTO) 99.6•x12•x6.8" EXISTING 60'-0• (1) RRH4x25-WCS-4R A4 LWCS O (62.4 lb.) <I REDS NAME: ran-17-2121 9pA•m.2'K7.r NEW 50.•a. (1) ns/14 329W AI"'A PL77 & NAME: 3539481 INBt L39f I IP 1RUMAX (OCm) (104 6a) ns/a 3mw ANTIS (I)5O ,90W MICA (E) (12) 7/8"8 COAX CABLES O 83 1 130• =MAII CyA-II9RN91118iN-o017-17-2,-2, tle.S•1d'73•K7.7' NEW 60'-0' (I) 866A RRH4X45-4R (E) (4) DC CABLES SITE NAME: (OCm) (104!a) (E) (1) FIBER CARE w 99.6 x,z x8.8" (')OC CABLES TIGARD WEST In B4 U850 130' KMW EP8Q-652L8H8 (OCTO) (62.4 Iba) EXISTING 60•-0• (I) RRH4x25-WCS-4R (N) (I) neER CABLE LWCS DMA—UOn*w8rM—I5,7-17-21-2I oe.9'X'Y7.3'10.2' , p.-0- (, 512,/14 320W AILSA SITE ADDRESS: Clio L1ao 249 CELLUAX (Dero) (104 9■) `I /°0 12965 SOUTHWEST PACIFIC 0_ 30180 au-wTIRHULINN-e017-17-21-21 9e.5.N27r:7r- , m,-0,. (1)SS ISOW MCA HIGHWAY o C3 wig 249' =SAX (OCTO) (104 91a) (1) B68A RRH4x45-4R PORTLAND, OR 97223 C.1 99.6"x12•x6.8" EX5111VG 60'-0" (7) RRM4z2S-WC5-4R fWl1 C4 LU850WCS 240 KNW LPBO-65218He (OCTO) (62.4 Iba) SHEET DESCRIPTION ANTENNA AND EQUIPMENT SCHEDULE SHEET No. A-6 N.T.& NEW ANTENNA SCHEDULE SCAM 2 1 NOKIA AIRSCAIE DUAL RRH 4T4R 812/14 320W AHLBA 14g" 0.Y DNOKIAIMENSIONS, IONS. LE DUAL RRH 4T4R 695/66 320W AHFIB 4 AT&T •�F" �~ H DIMENSIONS, HXWXD: 560 X 306 X 149 (MM) (CORE) DIMENSIONS, HxWxD: 560 X 308 X 149 (MM) (CORE) 28.7" X 15.3" X 9.4" (CORE) 28,7" X 15.3" X 9.4" (CORE) 730 X 390 X 240 (MM) 730 X 390 X 240 (MM) (OVERALL NOT-TO-EXCEED WITH COVER AND BRACKET) (OVERALL NOT-TO-EXCEED WITH COVER AND BRACKET) .. 28.7" X 15.3" X 9.4" 28.7" X 15.3" X 9.4" (OVERALL NOT-TO-EXCEED WITH COVER AND BRACKET) (OVERALL NOT-TO-EXCEED WITH COVER AND BRACKET) WEIGHT: < 46 (kg) WEIGHT: < 40 (kg)bs < 101.4(OVERALL Nbs OT-TO-EXCEEDWITH COVER AND BRACKET) gsmartlink < 88.2 Ibs EOUPM (OVERALL NOT-TO-EXCEED WITH COVER AND BRACKET) 15.3" 9PECFICATIONS y 15,3" x 1. MANUF. CELLMEX \ I 1 N. • • • m MODEL ¥ CMA-UBTULBULBHH-6517-17-21-21 f�� ••• •• Try I o n HEIGHT . " \ °Il•A.. WIDTH 27.2" \ _ _ • ' �. ,__•_I ' In.. ' 1825 W. HILL LANE,TEXAS 75038 SURE 120 DEPTH 17.7"04 1` ai : 1-853- 7503 WEIGHT 104 Les. 11 ^ �,co i��--hmaiiiimoimylP NSI i— � ■ \ 15.3" I 15.3" \ ■ • • ■ \ • • IN • l 0 PROPOSED CMA—UBTULBULBHH-6517-17-21-21 ANTENNA DETAIL gli PROPOSED RRH B25/66 320W AHFIB DETAIL © PROPOSED RRH B12/14 320W AHLBA DETAIL ® SCALE: Nrs ® s0A.E1 Nis ® SCALE NTS DRAYUNC a`y K ARE MENDED FOR 11.1117'SEE PRIMED MFDN ONLY. c ,� SUBMITTALS 1 BOLT, CARRIAGE, M12 -.- BY NUT,GALVANIZED,,M10WASHER,STEEL X200 STEEL GALVANIZED _ REV DATE DESCRIPTION LK. SPIT, s GA, ANIZ, . N STEEL ,� .sre ri- A 0,,o/20 Yox CO a_P GALVANIZED, NUT, HEX, PROPOSED AT&T LTE 4C II 05/21/20 M12 STEEL GALVANIZED +`•I1 PANEL ANTENNA J2' - . KIN CO UAW( OOP NO FLANGE '� 0 02/17/20 TOOT CO OOP PIPE CLAMP BRACKET ,f'`.J, �' /' 'Y' SCR, HH, HEX M8X25, SST, \ �� 1 I�•1I a.w WASHER, FLAT L� PASS, , un acev M12, 13X28X2:.5 �, ►Lim WASHER, LK, SPIT, M8, STEEL �`�r — 11.4 "'"`�"«" STEEL w ` °wuHTrrer __— - _.._ GALVANIZED GALVANIZED wl.,aa...R...n 1 lleco• •M111*--u"0.AG ^ TM" SITE INFORMATION ...r..I..a�.."(o.I°..I NUT, HEX M72 ...Io a%0E1M+°•W Y� `� , "I....�.�..a-.NP.,°.+...,ka. ,°. SITE ID: STEEL PROPOSED COMMSCOPE HEA' 5, P+•"• •wP_!M-' •i�1.,ec°roIM+_ MUM 111ma _ _.._ GALVANIZED ] PL77 DULY NOUNDNC BRACKET, PARE/ �/�/ Wm,rus..,.mww DDw.a.uU11MDH WOO 11 N1C3J26DHD �� *Iowan I.+I SA.Iowan*Lew!WIN uka re°.m IFC 46.1 WV 1.Y a..°..*^Rv."."°`LL UN RFDS NAME: �� �> w.>..d.... svinuoug .� / II, IA ,,,,,,,,,,, PL77 & 3539481 Neavon**a 2t• 1 2,,r �ij 1 Nowlmisi*«nlem...ww,aoaw.,.m...w o. ewn,sA+nwp.R.m-«wnu-MYR* SITE NAME: r °.« .`"'"a "°."""° "'" "'°""""°_k""" TIGARD WEST IMwPmneee+Ms,. •Ad•Wu ..or..P••I rIr.Al.Ag eIa 1( ��—..I".�1 �oU^,° SITE ADDRESS: r u u o II cwTmirw tauli®«woe¢ asoem°s°eaMegl °mec«.x e.n.w°rem• 12965 SOUTHWEST PACIFIC n ,.as du Fes* ap.MiN.0 HIGHWAY i \�t illI - ....... ° ,M „; F$O�m psyx.urP1.7 PORTLAND, OR 97223 BOLT, CARRIAGE, M12 r` j'_�:, °w,Aaawwl.I.. ASleetar 1RIog.R.IYr°°q[r.K"✓ON=t6gnaa°b°sRS.R �I[V X200 STEEL GALVANIZED �-.__ Al _ F.°Y.1es cmnrM °°°'°""winomaRm. SHEET DESCRIPTION PIPE CLAMP BRACKET, Artdl•11e3 aana OM1101"I•'w�OTMB-• NO FLANGE .. ...a..ec �1,11 wre.wrormaMur«+I - WASHER, FIAT M12, 13X28X2.5 r®.m.n a.e.ml..uuw+e•a.e�•a""'".°am"a""nm"`io4"'r"`®�I• STEEL GALVANIZED 1�w!��. -- ..°,..,"•.....OMS=t.* .•• �.•�-•• ...__ EQUIPMENT DETAILS NUT, HEX M12 STEEL ��' ? Us*atw.°.asr1,®cwan:Aa.w«w11:... SUE ae1,i a W MACRa EEG QY..a MdIhLL1 GALVANIZED CstlIM>LL'IOl.OE d PROPOSED ANTENNA MOUNTING DETAIL 0 PROPOSED RRH MOUNTING DETAIL 0 PROPOSED DC9 DETAIL SHEET No. ® SCALE: NTS ® SCALE: NTS ® SCALE NTS A-7 / 1 2' 0l' 6m L411110 NOKIA NOKIA AIRSCALE RRH 4T4R 85 160W AHCA \ T'-9j' "I \ It�l `',,,,4 AT&T �t to' DIMENSIONS, HXWXD: 337 X 295 X 165 (MM) ti.I(a., 13.3" X 11.6" X 6.5" \ u WEIGHT: 16.7 (kg) 36.8 Ibs , ' ip N MI ZNI I f�rl ® ® M....C..M er./,..I..I I. smartIin . \ \ 11.6" FRONT VIEW SIDE VIEW ... •• ..i ••m -........_.. WOflO WI. -..... .w�.......+1 z. NS..a.aaw......•tAme i- : Try I o n REQUIRED DC WL'/GE. a3.gO NWINAI) 1.84-.�e....r.W F t v... s .e.:m sn:st+.eN aaw:...y • • i UM 3M� NYY .tf�iaYWUIV:IYy P S�iP T4 • � an (__. __. mer.„y-Y 1825 W. WALNUT HILL LANE, SUITE 120 ' �Y r4Al=:'�N ...I01 -�.._...._ efee.u^...tom Mt�Yi.a Y t a::.ar;atmnni IRVING, TEXAS 75038 2 - F'25....•. �--- o'bi7�Cf.._ _ANDO TO-AA>.. '.... ty.v...r..wwelw>v ..✓9wrrww 1-855-669-5421 FEIIOYBY,.7!• w uo...: .e 1'7 rD 1.11.11 .11 1.1......... . POWER OOMSIiYPFKN. i655Wn,a(1YA AT M.4AVtY'; VARIU N rtu-f%MI � ■ � in.(6A AI -54<,,D J OL+Ya1 �s. laa..Y.w.we.:a a.'.a.or.urro�swnmav�.^..,m r wt- v6...1 HA,bowl 11.6" s,....., b...�. / P"<ei! )-./•.rtY9uMw:.w. Stfl 3.B:� ■ ■ ■ ■ NLTI Y.4E reFA LFND'N AdR%o.Ekad DI 0£48Orti ARE.U.su#C�FXCAI li•E FIADA C.4 [ACH EGLE RA.3tCS now.. al Mali..r.:.:.tl eau.WI 8.3I.,S.31.1.rt,x I nee ae-:.Cal:,1¢. 4w...,..w,vcu�- 0 PROPOSED E5 160W AHCA DETAIL © THERMO HEX DOOR DETAIL © DC12-48-60-0-25E-SS DETAIL W SCALE NTS NEl SGLE: NTS W SCALE: NTS DRAWING SCALES ARE INTENDED FOR 11•14l7.SIZE PRINTED MEDIA ONLY. / \ / \ / \ SUBMITTALS REV DATE DESCRIPTION BY A 04/04/20 001 DO COP ■ 06/21/20 002 CO WOW 00P O 00/17/20 100X CD COP SITE INFORMATION ' SITE ID: PL77 RFDS NAME: PL77 & 3539481 SITE NAME: TIGARD WEST SITE ADDRESS: 12965 SOUTHWEST PACIFIC HIGHWAY PORTLAND, OR 97223 SHEET DESCRIPTION EQUIPMENT DETAILS Anil NOT USED 0 NOT USED 0 NOT USED SHEET No. NIV SCALE: NiS vaprSCALE: NTS NU SCALE NTS A-8 � AT&T � smartIin . Aaboir AT&T ANTENNA • ite�a T e • ry I on F.F1 WAX - 17-21-21) .a. • 2 PER TOTAL 1825 W. WALNUT HILL LANE. SUITE 120 ( T&T ANTENNA (KMW - IRVING. TEXAS 75038 -652L8H8) 1-855-669-5421 ( OF 1 PER SECTOR, TOTAL ) T&T WCS RRH .,,,.. i."\,,C&IA.2. -UBTUMULBH:85(ETTR)RP:14-A.107111-P2ER1) . OF51PER SECTOR, TOTAL Al A3OF 3) f 1 •"�AWD GRmt __ \ sty p►p3 N sm WIRE PER I I N/A C4Y --' I .• \ ( ` 1 1 _ \ / OCY-4l-lU-2 AT&T R tj'4.' 4 1.• ^ti' B7 oaAwxlc ru.P ARE imwom FOR i 1•.»•eze p�� tlr• `�. PAWNED MEDIA ONLY. .:4 R4� �f �,• (E) 78'-0" MONOPOLE i TOT ` ' � � �� � �� N. SUBMITTALS . V 1��• �1�y REV DATE DESCRIPTION BY a \f� � _ B2 A a/a/m CO OOP I yrfi ` `• r..•. • ` ■ 06/21/20 00S CO ORME 00P i ��� c.•. • RELOCATED (E) AT&T AWS RRH 096M 0 0e/7/20 /001 CO OOP 04 AT&T 1150 RRH (B5 laow MCA) `ti/� (TIP.. RrI �a- ON (tr) DUALMOUNT (TYP. OF 1 PER SECTOR TOTAL OF 3) ✓;� \ ux u� (i . of 1 PER SECTOR TOTAL of 3) 01) AT&T 70 2/ id s ` SITE INFORMATION INSTALL ON (N) DUAL. MOUNT(TYP. Of 1 PER SECTOR' TOTAL Of 3) I SITE ID' (N) AT&T 1000 RRH (B frW2S/66 320W ) INSTALL ON (N) DUAL MOUNT •• PL77 , (TYP. OF 1 PER SECTOR TOTAL of 3) C1 _.-- 94 RFDS NAME: (E) AT&T PL77 & 3539481 DC6-48-60-18-8C-EV SQUID (1 TOTAL) SITE NAME: TIGARD WEST SITE ADDRESS: LEGEND LEGEND 12965 SOUTHWEST PACIFIC HIGHWAY ■ EXOTHERMIC CONNECTION III PORTL EXOTHERIAIC CONNECTION AND, OR 97223 \ • COMPRESSION CONNECTION • COMPRESSION CONNECTION 1 SHEET DESCRIPTION NO I ] ANTENNA GROUND BAR - AALL•L NEW EQUIPMENT MUST BE GROUNDED TO GROUND RING OR �i, ANTENNA GROUND BAR HALO PER AT&T SPECIFICATIONS. GROUNDING PLAN MASTER GROUND BAR - CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND I ®1 GROUNDING CONNECTIONS AS REQUIRED. 1w MASTER GROUND BAR �. �.�_ SHEET No. EQUIPMENT SHELTER GROUNDING PLAN °ANTENNA MOUNT GROUNDING PLAN — E-1 SCALE (1 1" X 17"k N.T.S SCA]F (Il X 17): 1/2" - 1'-0" 0 1'-0' 2,-0' 4'-0• 6•-0' r . i . l ,Y TO 24' .TYp, T WASHER.TAP. TLT ANTENNA ANTENNA CABLE . ��� `''r AT&T /NA% MOLIMNO BRACKETPPE T DO/STAOIIC TOPPE WTIN ExaTIEA66c WEIR ' NUT.TYP.1srA9aEss V2 x, 1/2 Ex BOLT TO SECTOR oND ewe sT�L loll C PPE(r TTOO 4"GO AS PERSTRU 1ETIINNAL�E sIOH „. ill , MANUFACTURER SPEECCIFICATIONS) WEATHERPROOFING • GRAND BM CABLE°ROUND WT.SEE BEHIND. PAMPA m PPE T 7 S SHEET GROUND BAR kl 0 NW STRANDED COPPER ,� 1 smartlink GROUTED IMRE(GROUNDED CROUNDIN3 WIRE MOOD BAR) (WEE NOTE 1 a 2) •: T• BARE COPI•E1U TO BROIINOINDIBE KEPT TO ABSOLUTE CN7E NWIY.ND REASATION ALLOWED WITHIN WE B) , COEPRES'SION TERMINAL TYP. i TAT DAL IDUII2D BRACKET 1.E DO NOT INSTALL CABLE ORONO KIT AT A BEND NC ALWAYS DIRECT GROUND WIRE COON IG GROUTED BAR :: :9! Tr y l o n 2. WEATHER PROOFING OO BNwS BE M AND SI/PEGROU A TYPE IOU PAIN TWO THOKE I4D 3. COLD9f1 RNSH WNOT BE USED TWD-PART TAPE BARRED WITH Nlf. LC7F3 g COLD 9731(9V11 NOT SE llSm • • 1. 'DIOXICEI D UP'OR'STAGERS'T OF CL USED AT N.I.E NOT NSPERMITTED.T 2. OXDE M6BIWD COMPOUND 1D BE USED AT M LOCATIONS NO 7O BE N'PUED PRIOR TO NDWO HARDWARE 1825 W. WALNUT HILL LANE. SUITE 120 \ J l J J IRNNG, TEXAS 75038 1-855-669-5421 r 7)ANTENNA PIPE MOUNT GROUNDING DETAIL ©� � Al. -• ND KIT , _ f TYPICAL GROUND LUG CONNECTION DETAIL E--9.J \ V E ( 10 LOW NOISE AMPUDER UNITS TO IRM®rt (NV 11NIFN T )MD M DI4 { AYE I IM LR Q Q p 5� _....TC!IMP TYPE MULLED TAP OR • I 1.300 o 0 I 5 5 5 § & $ § I I 5 EquivAarr RX1/Rx2 i RXI/10O2 I I ill • ........... lei Da00 _ _ 00000 �.........♦ ' ICI T• ;,��. n ..�.4 XPIA 7 1 .. 0 0 0 0 0 �ii i COAX AIMPER REQUIRED I•1 I I r! 1 STANDEE)GROUNDING KIT.TAP.. - 2.900 '° 1) II Q I T,OyPER " s I i I I I SEE DETN 7 ON 1HS SHEET u I s C O O O O 0 OI��y CO" _ _.. .- EASE OF CONNECT/ON(IW) , r , w: IOWr MR 3A00 __ C ... O O O O O DRTNNC SCALES ARE INTENDED „'z,7 SIZE /�I� ANTENNA CABLE TO BIS,TAP. 4.000 PRINTED MEDIA ONLY. CIX46'IOR—+ )I I I +o 0 ZOO(� O SDIRECTMI OF BOND TO HORTEST DISTANCE MN TO \ J SUBMITTALS TMA"1-2 TNITTRATTON NO.R41BDA4 INSULATOR ATOR REV DATE DESCRIPTION BY FROM tAu `. // GROUND/NO BAR ANDREW PART _ CwOPPFA WIRE(IRTf BOtD)AWO GREEN INSULATED SINNED'S) (WHEN REOVIRED) . I !uoBDT-O424-r ).A 1vAve BRACING MEMBERIMIDEDEMBED HANGER aR MPROYm EQUAL A aN4/2o WOW CO __ I1I IiI�I GRADE TA48CO PART/361616. ■ 06/21/20 90S CO UPDATE GOP ANTENNA,FLIGHT OIL 2 ARC TINNED.SCUD DETERMINE NUMBER OF 0 06/17/10 100S CD 00P CORM C MELD "Nis _�� BARS AID TEAR .. CORM C WELD 70 LOCATION GROOMED BUS .• ® a NA GROUNDING BAR CONNECTION DETAIL (s1ArrtENNA (1sD GROUND BAR DETAIL. SITE INFORMATION . 4 GROUNDING WIRE CONNECTION lc " SITE ID: • oi ii ANIMA MAST Q 11� 1\� PL77 v v 1 I. (N) RR%TAP. [/*Il'till' REDS NAME: /i �i, /fr i /i DOYMTE.T BRACKET I�► 0 UV�. �� �� LESS ffiETS T�etl I1YE18 PL77 & 3539481 ��, R PLNI NEL ANTENNA SITE NAME: COAX arse) ,1 if f` .... TIGARD WEST TYPICALYTC Y76716- 1D' r �,::::<1 � t� ETC 976720 -20' �� .I (N) RNLI.TYP' XA ,YPF OL LIG _CPE_EG 1:Z965SITESO ADDRESS: THWEST PACIFIC 3•FUMBLE CONCERTgr� HIGHWAY U E\ '1111111) ; F��� PORTLAND, OR 97223 III � -13 , i — s) I )t _ 111 TAW MELBA � TYPF Nx, SHEET DESCRIPTION 3'=CIED.40 PVC +` I � +-- ��I T�777 f_ - --I I --- _ ---_,AI I GROUNDING DETAILS 111; ((NN _ - �� � �r Geout )COPPER IWO HOLE LOPE BARREL BUS BAR pp 1/2•COAX SUPPRESSION SURGE SUPPREON r" SHEET No. J \ - E-2 AIX • .:a. .• A8 RRU GROUNDING DETAIL 9 TYPICAL CADWELD TYPES ` .._. u AT&T yr, Sector A .Y0.r.:v. 3;II,_n I 11[" PI ' 4. . . 1' ; ;t gsmartlink FTTTtL- ��* •• •• Tiy l o n -Iihilill .0 1825 W. Woo ALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 t i 1-855-669-5421 r j L. _ _, Y NiI!1 P.m DRAWING SCALES APE INTENDED FOR 11 r17 SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A O4/04/20 i06 CO 00P 6 06/21M KOS CO UPONE OOP _ c 06/17/20 1002 CO COP iiiii um 1 SITE INFORMATION SITE ID: 1 ' PL77 111111 Perasa RFDS NAME: PR &a M IN PL77 & 3539481 SITE NAME: TIGARD WEST SITE ADDRESS: 12965 SOUTHWEST PACIFIC HIGHWAY PORTLAND, OR 97223 SHEET DESCRIPTION PLUMBING DIAGRAM SHEET No. PLUMBING DIAGRAM FOR ALPHA SECTOR RF-1 AT&T Sector B t W11'an i 4r Ise : .Sal 1":> ! (*smartCC . i xspM:.1bY4 -4 uI ,ar. tta n.a.1,4t eru ,w.n..u. 83 04,,,L1,y ir 1 . si,„ ......... : , . . -' - 0 r4 ..: :; Trylon t_ E 1 * . • . ( -4 w ** 1825 W. WALNUT HILL LAVE, SUITE 120 IIMNG, TEXAS 75038 1-855-669-5421 1141.1 1`,.0 DRAWING SCALES ARE INTENDED FOR 1I N17"SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY _ I. A O 4/70 I0%CO OOP {i ■ 06/27/'A 90R CO MY9E OOP _. { 0 06/17/20 1000 CO OOP . J loop >----- SITE INFORMATION I SITE ID: PL77 11111111- All at RFDS NAME: ,,,,A,,,a PL77 & 3539481 ..�-._._ SITE NAME: TIGARD WEST SITE ADDRESS: 12965 SOUTHWEST PACIFIC HIGHWAY \ PORTLAND, OR 97223 SHEET DESCRIPTION PLUMBING DIAGRAM SHEET No. 09 PLUMBING DIAGRAM FOR BETA SECTOR RF-2 441 IMP AT&T Sector smartdink idl-rW I ,'it;!V..b. A1E rC3 I 40 .PJw 1'.;at iY i .pf N4i Si I.flfl $ ,,II : {{(�{$$�$$�$$`^^`,,,� iNLit.,}edt, ' EYxf '� IE'. PPAy r: n.lQ, j! 3 t^ r ' • 'irl pi 1 ' '� Ii -: : Try I o n • • p e 1825 W. WALNUT LANE, SUITE 120 1—"""4 i IRVING, TEXAS 75038 EMI1-855-669-5421 t ' *! / 1 r —_1. s,I . .—r11111:_ I I s.01nm ... , „ .. Haiti I'SIit DRAWING Noo YS ME INTENDED FOR 11'07"SIZE _...._ ___. _ PRIMED METMA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A Oy04/2O WO CO OOP 8 05/21/20 901E CO OWE 00P 0 00/17/20 1001E CO OOP r J I — SITE INFORMATION _i------ ti SITE ID: SL77 I REDS NAME: PL77 & 3539481 1111 t II a IN SITE NAME: *I TIGARD WEST SITE ADDRESS: 12965 SOUTHWEST PACIFIC HIGHWAY PORTLAND, OR 97223 SHEET DESCRIPTION PLUMBING DIAGRAM • SHEET No. PLUMBING DIAGRAM FOR GAMMA SECTOR RF-3