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Plans (67) DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL } DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR I OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE • I SUPERSEDED BV THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTYOF ACOM CORPORATION. • *' P 0 R , pRc, veri yK �t.LG I No, �V`� PECAN „., zon V - .p 4,,OREGON D „ b � [EXPIRATION DATE. 06/30/17 1 DATE SIGNED.06/07/17 11355 SW TIGARD ST • TIGARD, OR 97223N Date Revision !„ - �(` ` q A 02/15/17 90%PCD REVIEW SET "I'g 1 014 Ic $A[IO - B 03/15/1N7 100%FCD REVIEW SET 0 03/15/17 100%FINAL CD SET • 0 Wens. Ws 1 05/31/17 RFDS REVISION I PROJECT CONTACT LIST 1 .DRAWING INDEX C; �I 1=r.�r M.-rm - 2 06/07/17 RE-ISSUE 100%FINAL CD SET•= PROPERTY OWNER: PROJECT CONSULTANT: •m ;= N PAUL AND TRICIA KARVONEN ACOM CONSULTING,INC ARCHITECURAL 2 - 21209 NE 87TH AVE 5200 SW MEADOWS RD T-1 COVER SHEET f BATTLEGROUND, SUITE 150 - ,t t WA 98604 SYMBOLS ent. T-2 GENERAL NOTES AND �T LAKE OSWEGO,OR 97035 A-0 OVERALL SITE PLAN ” A-1 PROPOSED ENLARGED SITE PLAN 1 m. A-2 PROPOSED&EXISTING ELEVATIONS P ROJ ECT S I TE IMPLEMENTATION CONTACT: ARCHITECT: A-3 CONSTRUCTION DETAILS JOE AHSING RICK MATTE SON Z N WIRELESS(VAW)LLC ACOM CONSULTING,INC A-4 CONSTRUCTION DETAILS v e r i z o n�I .7 -5: (d/b/a VERIZON WIRELESS) 5200 SW MEADOWS RD,SUITE 150 RF-1 EXISTING&PROPOSED ANTENNA SCHEDULE { 5430 NE 122ND AVE LAKE OSWEGO,OR 97035 d Russ r R#,,,,, , RF-2 EXISTING&PROPOSED ANTENNA Ea PORTLAND,OR 97230 PHONE:(425)209-6723 CONFIGURATION PHONE(503)604-5538 rick.matteson@acomconsultinginc.com .."`` r ' j osep h.ahs ing@verizonwireless.com REAL ESTATE: ZONING/PERMITTING: ELECTRICAL MIKE UNGEMIKE UNGER R ``"`� ACOM CONSULTING,INC ACOM CONSULTING,INC E-0 GENERAL ELECTRICAL NOTES Implementation A& T-- --__-- -____ 5200 SW MEADOWS RD,SUITE 150 5200 SW MEADOWS RD,SUITE 150 Implementation and A&E Team: LAKE OSWEGO,OR 97035 LAKE OSWEGO,OR 97035 E-1 GROUNDNG DETAILS - PHONE:(206)604-5538 PHONE:(206)604-5538 f f ,.I O mike.unger@acomconsultinglnc.com mike.unger@acomconsultinginc.com UT u..rmv,Rs / \ PROJECT INFORMATION VICINITY MAP LOCATION MAP CODE INFORMATION: NOT TO SCALE NOT TO SCALE JURISDICTION: CITY OF TIGARD CONSULTING INC. ZONING CLASSIFICATION: R-4.5 N DRIVING DIRECTIONS I CONSTRUCTION TYPE: V-B CITY OF TIGARD OCCUPANCY: UTILITY (FROM VERIZON WIRELESS OFFICE-PORTLAND,OR): PROPOSED BUILDING USE: TELECOM REVIEWED Iii W J D SITE LOCATION(NAVD88): FOR CO COMPLIANCE HEAD SOUTHWEST ON NE AIRPORT WAY.SLIGHT RIGHT TO STAY ON NE AIRPORT WAY.CONTINUE STRAIGHT TO STAY ON NE AIRPORT WAY.USE THE RIGHT 2 A�TOv@� 84/PORTLAND/SALEM.MERGE ONTO 1-205 S.TAKE EXIT 21 B TO MERGE ONTO LANES TO TURN SLIGHTLY RIGHT ONTO THE INTERSTATE 205 S RAMP TO INTERSTATE 'Project Info: 1-84 W/US-30 W TOWARD PORTLAND.USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM.MERGE ONTO 1-5 S.KEEP RIGHT AT THE FORK TO STAY ON 1-5 S, GROUND ELEVATION: 209'AMSC a FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM.TAKE EXIT 294 FOR OR-99W W TOWARD TIGARD/NEWBERG.MERGE ONTO OR-99W S/SW BARBUR BLVD/PACIFIC HWY STRUCTURE HEIGHT: 64'-3"(TOP OF TOWER) OTC: [ I POR W.TURN RIGHT ONTO SW GREENBURG RD.TURN LEFT ONTO SW TIEDEMAN AVE.TURN RIGHT ONTO SW TIGARD ST.DESTINATION WILL BE ON THE RIGHT. �► ��� � ,/�+°--•.� PECAN Permit#: l Z� 11355 SW TIGARD ST GEODETIC COORDINATES(NAD83): r' TIGARD,OR 97223 LATITUDE: 45°26'12.68"N (45.436856°) Address: ' , CODE COMPLIANCE I LONGITUDE: 122°47'33.20"W (122.792556°) @ B - 'r Drawing Title: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY LEASE AREA SIZE: 1/; THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: EXISTING � ��� Date: COVER SHEET OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: H 2014 OREGON STRUCTURAL SPECIALTY CODE PARCEL SIZE: PARCEL NUMBER: 2014 OREGON ELECTRICAL SPECIALTY CODE 1.02 ACRES 1S134DC00600 I 2014 OREGON MECHANICAL SPECIALTY CODE 2014 OREGON FIREOFFICE COPY CODE(OFC 105) Project Number Date: 06/07/17 APPROVAL/SIGN OFF OF PRELIMINARY CONSTRUCTION DRAWINGS SCOPE OF WORK 'Drafter: Designer: IRM KM CONSULTANT GROUP SIGN OFF DATE SIGNATURE VERIZON WIRELESS SIGN OFF DATE SIGNATURE VERIZON WIRELESS PROPOSED TO REPLACE(6)EXISTING ANTENNAS WITH NEW Project Manager: Professional of Record: PROJECT MANAGER RF ENGINEER RETAIN(3)EXISTING ANTENNAS,ADD(12)RRUS AND RELATED ANCILLARY AM RJ SITE ACQUISITION IMPLEMENTATION EQUIPMENT ON EXISTING SELF SUPPORT TOWER Revision No: Sheet No: CONSTRUCTION MANAGER OPERATIONS 2 T-1 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED GENERAL NOTES LINE/ANTENNA NOTES '(' 'f - DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL APPROVAL.ALL PREVIOUS ISSUES OFTHIS DRAWING ARE NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. FRAMING SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5/8"MIN.DIA.BEARING TYPE CORPORATION. CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS, * 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 18. IN RAVVLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILT!KWIK BOLTS UNLESS OTHERWISE NOTED.ALL ANCHORS INTO CONCRETE SHALL WITHIN THE CONFINES OF THIS PROJECT.ACOM DOES NOT ACCEPT RESPONSIBILITY FOR TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION.TOWER GROUND MUST BE BE STAINLESS STEEL. THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. 04.0pe MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND,WORK IS TO BE 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY � ssGI N ..§Sog 'U/ SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING '✓ FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.THE GENERAL CONTRACTOR IS CONSTRUCTION. �� / REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, - 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW,UNLESS OTHERWISE ACKNOWLEDGING APPLICATION FOR POWER,WRITTEN AND VERBAL DISCUSSIONS WITH THE 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. $ OREGO -. NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK 73� 9. H oP THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND 1 'EXPIRATION DATE 06/30n7 TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. WHICHEVER IS GREATER. DATE SIGNED:06/07/17 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF 8"RADIUS. VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT 'No. Date Revision FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. A 02/15/17 90%PCD REVIEW SET WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL B 03/15/17 100%FCD REVIEW SET 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR GENERATOR AT NO COST TO THE OWNER. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS"NO-OXIDE A"BY DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. 0 03/15/17 100%FINAL CD SET WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE EXCEPT THOSE SPECIFICATIONS HEREIN,WHERE MOST STRINGENT SHALL BE COMPLIED PLAN.DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING.USE i 1 05/31/17 RFDS REVISION WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR 2 06/07/17 RE-ISSUE 100%FINAL CD SET 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND 2 FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE Client: ,, ANY AND ALL MECHANICAL,ELECTRICAL,PLUMBING,OR STRUCTURAL ELEMENTS,AND THAT ACCORDING TO APPLICABLE BUILDING CODES. DELIVERY. ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET.NOTIFY THE CONSULTANT OF ANY CONFLICTS.THE CONSULTANT HAS THE RIGHT TO MAKE MINOR 24. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING APPROVED PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUB-CONTRACTOR'S ADDITIONAL COMPENSATION. RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR 1 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY v e r i• z o ni ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM PROJECT INFORMATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. NOT RELIEVE THE CONTRACTOR,SUB-CONTRACTOR,AND/OR SUPPLIER/MANUFACTURER 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY 'Implementation and A&E Team TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. EXAMPLE,IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE(I.E. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. ELECTRICAL WIRE),STRONGER OR LARGER PIPING,INCREASED QUANTITY(I.E.STRUCTURAL 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING ELEMENTS),REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. (((.)) CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR BID/PROPOSAL.THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE CONSULTANT SHALL BE SOLE INFERRED SHALL BE DEEMED TO BE INCLUDED. AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO I CONSULTING INC. CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE 7. VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR CONTRACTOR. TRIP PER MONTH AT ONE HOUR PER VISIT. SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. Project Info: POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER PECAN CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 11355 SW TIGARD ST PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING TIGARD,OR 97223 CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS ` ARE ADDED OR MODIFIED,THE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH LEGEND IMPORTANT NOTICE Drawing Title ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE CONCRETE CONSTRUCTION IS THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENERAL NOTES MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR BUILDING/WALL/DETAIL SECTION LARGE SCALE DETAIL INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NOR CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. AND SYMBOLS IDetail Number : ' Anki CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS e Detail Number AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE \_Sheet Number • CONSULTANT PRIOR TO CONSTRUCTION. Project Number: 06/0 Mir Where Detailed Sheet Number 06/07/17 Where Detailed Drafter: Designer: REFERENCE RM KM i,Project Manager: Professional of Record: Allik AM RJ Wir ',Revision No: Sheet No: Referenced Drawing 2 T-2 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR • OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK a SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE Mir SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. Z EXISTING PROPERTY LINE ' — X -- X — X —.....__ X -.. F EXISTING VZW LEASE ,y< G I"ESR��5 - I 4, AREA Ix a IOREGON 4b X - - �- 'EXPIRATION DATE. 06/30/17 DATE SIGNED 06/07/17 No. Date Revision[ II . r 1 A 02/15/17 90%PCD REVIEW SET I --- I B 03/15/17 100%FCD REVIEW SET Ix 0 03/15/17 100%FINAL CD SET x 1 05/31/17 RFDS REVISION ( 2 06/07/17 RE-ISSUE 100%FINAL CD SET I Ix 2 X IN C II11 enl. LLI Ix �I I <� ■ zI J N�` verizonv CO � x LU a . O Iii r x IZ [ . W Implementation and A&E Team: 040) ix ., CONSULTING INC. _ / —:.--:- I i ., x. 1 , '' .,.... ., r .. .. , ,� _ Project Info: II X X I ` POR - I _ PECAN 1355OR 97223 __ _...... TIGARD, 11355 SW TIGARD ST EXISTING PROPERTY LINE �� — Drawing Title: OVERALL SITE PLAN Protect Number: Date: 06/07/17 Drafter: Designer SW TIGARD STRM KM '..Project Manager: Professional of Record: (+12--.)/ AM RJ Revision No: Sheet No: WIRTI'I 2 A-0 11"x17"SCALE 1/36 1'-0" ;;2 0 �;— OVERALL SITE PLAN 1 11"017”SCALE 1/32—1'-0" 16' 12' 8' 4' 0" 16' • ' DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED MV THE LATEST REVISION ALL DRAWINGS AND I SPECIFICATIONS REMAIN THE PROPERTY OF ACONI CORPORATION. • , V . '.- 110 % ,or _ -... „....... .„.„...., _ .„, ,, ....„..,., _ -_„,...., , „,_ ,...... ,, ..-..„....., ,-..-.....,.,.... ... -.. an.-- „. . OREGON {E)VZV EQUIPMENT174„.44!),is. SHELI ER H 3/ .-” . ., .,, ..., ..... 'EXPIRATION DATE 06/30/17 ,.,„, .... -,..„ ...„.„„: ,, '-'...,„ •-•---, ' .„: -,....„ , DATE SIGNED06/07/17 .• -- -,.. , -,, -,.„, ,,, „., ........ , No. Date Revision ..„,, ,.,.. . A 02/15/17 90%PCD REVIEW SET „,,„:....... B 03/15/17 100%FCD REVIEW SET ,., . , - , ., 11 0 03/15/17 100%FINAL CD SET ,, ,:„. , '''. 1 05/31/17 RADS REVISION 2 06/07/17 RE-ISSUE 100%FINAL CD SET I 2 . = ..„: . . , , , Client: , .. . . , . (E)ICE BRIDGE ....),;'`, ;-'.'' )•-<)--,;:' , . verizon,( ...,...„_ ......,: ,.........,,,„. , ...,,,, ........., ..,,,,...„...... , . ., . ..., , . ,..,,...., ,E)„ZW GENERATOR ON CONCRETE PAD ... Implementation and A&E Team: ..... „.,. -4- (((0)) , '''' ;4-''' """,,..,--; ,:„..‘”: „ , . - (SE)I F(Y-0'- ,,,.. CONSULTING INC. , TOWER , , ... , ...... , , . x. . /.. . ' '---- - ' - • * )), - ',0....)4'• '-',-- . .„. Project Info: POR , ... - - PECAN „ . , _ ... -...„„,,, ' -,.., ,,.- 11355 SW TIGARD ST EXISTING VZW . , '-. TIGARD,OR 97223 ANTENNAS TO BE ' REPLACED(TYP OF 9 .. , .,, -3 PER SECTOR) x - —...... Drawing Title: ENLARGED x SITE PLAN ...... ---... . 'Project Number Date 06/07/17 Drafter: RM Designer: Project Manager: AM KM ' Professional of Record: RJ NORM Revision No: Sheet No: 2 A-1 , 22"x34”SCALE 3/8"=1.-0" loi is nilm 11"x17"SCALE 3/16"=1,0" 2' ENLARGED SITE PLAN 1 i • DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL I 1 DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL SE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PRENOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM I CORPORATION. Z p p,�,010 �� \%A SHG 1NP E:9, ,r 4110 / OREGON H. 3P' I EXPIRATION DATE. 06/30/17 DATE SIGNED 06/07/17 '.. No. Date Revision A 02/15/17 90%PCD REVIEW SET B 03/15/17 100%FCD REVIEW SET I 0 03/15/17 100%FINAL CD SET 1 05/31/17 RFDS REVISION ' 1 2 06/07/17 RE-ISSUE 100%FINAL CD SET 1` CIIenL 1 verizon EXISTING 850 ANTENNAS&- EXISTING 850 ANTENNAS&-s DIPLEXERS TO REMAIN DIPLEXERS TO REMAIN AI VZW ANTENNA TIP HEIGHT \ VZW ANTENNA TIP HEIGHT �\ 64'-3"t AGL sr 64'-3"t AGL EXISTING TOWER TIP HEIGHT Y b 60'IS 31 AGLOWER TIP HEIGHT --- -- ---� V'60'-0"t AGL Implementation and A&E Team: PROPh VZW ANTENNA TIP HEIGHT / 'I 56'0"t AGD VZW ANTENNA TIP HEIGHT L 1II sr 56'-3"t AGL I $VZW ANTENNA TIP HEIGHT q 55'-10"t AGL PROPOSED VZW REPLACEMENT ANTENNAS ((Oft)) ibVZW ANTENNA TIP HEIGHT i (TVP OF 6,2 PER SECTOR) 6 mi 54'-0"t AGL EXISTING VZW ANTENNAS-------- PROPOSED VZW RRU'S MOUNTED &RRU'S TO BE REPLACED BELOW ANTENNAS(TYP OF 12-4 PER (TYP OF 9 ANTENNAS-3 SECTOR) CONSULTING INC. PER SECTOR / TYP OF 3 RRUS-1 PER EXISTING GVP TO P.ERAAIN- SECTOR) f PROPOSED VZW OVP'S(TYP OF EXISTING CVP TO REMAINS 2-1 PER SECTOR) ., N Project Info: p e EYISTING 60-0"SELF EXISTING 6L-0"SELFI POR SUPPORT SUPPORT PECAN 11 11355 SW TIGARD ST EXISTING EQUIPMENT- EXISTING EQUIPMENT-� TIGARD,OR 97223 SHELTER . SHELTER :� _._.........____._____ ...._..__. Drawing Title' EXISTING£--0"HIGH CL-� EXISTING 6'-S'HIGH CL-s FENCE \ FENCE \ �\\ PROPOSED , . . 41/4 I , 1 , \ ::::;;;;;4,,.: , ãL-t4r$L$ i41Q ' v:&; ProtectNumber roriirixoe °> °. '�r. rx s`4 e.. �, " ar _...�L3*,a s' _..- 06/07/17 _-,. . Drafter: Designer: RM KM , Project Manager: Professional of Record: AM RJ Revision No: Sheet No: '.. 2 A-2 11x37 SCALEl1/16.1 EXISTING ELEVATION 2 PROPOSED ELEVATION 1 0' e' 6 4' 2' 0' 8' __._. DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR A -'; OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK O SHOWN SMALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN MOUNTING PIPE APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND OR TOWER LEG SPECIFICATIONS REMAIN THE PROPERTY OF ACOM s• ! 124 DIM 2X X X DIM 2 DIM 3 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL • II NOTES:ERICSSON NOTES: DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR 1. INSTALL ANTENNAS PER QTY DIM 1 DIM 2 DIM 3 OMSSIONS.NO VARIATIONSO MODIFICATIONS TO WORK. MODEL:RRUS32 W/PSU AC 08 \ SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN ,11 HEIGHT:27k MANUFACTURER SPECIFICATIONS SECTOR ALPHA APPROVAL,ALL PREVIOUS ISSUES OF THIS DRAWING ARE 2. CONTRACTOR TO TORQUE ALL MOUNTING HARDWARE PERSUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND --- ----- WIDTH:12k' JAHH-45C-R3B 2 95.9" 18.0" ],O' SPECIFICATIONS REMAIN THE PROPERTY OF ACOM DEPTH:7}4" NI WEIGHT:65 LBS MANUFACTURER SPEFICATIONS CORPORATION. '..-tI lir r- COLOR:OFF-WHITE • . PLAN VIEW • t / -I 7 y 123/4" y SECTOR BETA �FgFPE g NGI NEE -0:.•JAHH-0sc-R3B 2 95.9" 18.0" 7.0" • e a �t OREGON - ll' �Ia_"W eV te.0 U SECTOR GAMMA JAHH-45C-R38 2 95.9" 18.0" 7.0" IEPIRATIONDATE: 06/30/17 N N FRONT BACK SIDE ',...... DATE SIGNED:0607;17 PSU AC 08 UNIT X DIM 2 No. Date Revision L_J A 02/15/17 90%PCD REVIEW SET • TOP \ I "-_ — ' w B 03/15/17 100%FCD REVIEW SET - \ • SIDE VIEW FRONT VIEW AWS, PCS 0 03/15/17 100%FINAL CD SET 1 05/31/17 RFDS REVISION 11"x17"SCALE.NOT TO SCALE"SCALE:NOT TO SCALE ERICSSON RRUS32 DETAIL 6 11�017�SCALE:NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 5 :, 2 06/07/17 RE-ISSUE 100%FINAL CD SET I Ih 2 - - 1 4 MANUFACTURER:RAYCAP MODEL.RCMDC-3315-PF-48 • 1'-1 1/2" Client / HEIGHT 1'-7" MANUFACTURER:ERICSSON . WIDTH:1'-4" • ` MODEL RRUS 22212 �--�� DEPTH 10" II, �I '!!' N e HEIGHT:1'-4 1/2" -1 COLOWEIGHR:DARK GRA26.9 LBS�TH MOUND N li Ili ' II WIDTH:1'-01/2" - 1110 DEPTH:1'-1 1/2" ��� • M II[, i WEIGHT:80 LBS \ ilF ��� COLOR:OFF-WHITE ve r z o n� PL; PLAN VIEW 1'-0 1/2" 1 i___ ,' Pi Implementation and A&E Team. .! 0 (V 10" I 1--.-11--f I I FRONT VIEW SIDE VIEW 850 • SIDE VIEW FRONT VIEW J CONSULTING INC. 22"x34"SCALE- NOT ERICSSON 22212 DETAIL 4 122"x34"SCALE:NOT TO SCALE 1''x17"SCALE NOT TO SCALE RAYCAP SPLITTER DETAIL 3 11"x17"SCALEOT TO SCALE 1,-7„ - 1-7,. mallmi min _ MANUFACTURER:ERICSSON MANUFACTURER:ERICSSON __-- -- --- 1. O O MODEL:RRUS 11 W/A2 UNIT MODEL RRUS 12 Protect Info p HEIGHT 1,8" 1I !Nov HEIGHT:1'8' POR _ RE 1, I ;!I WIDTH:1'-7" IIIIIIIIIIIIIIIIII DEPTH:9" NO 11III -'I DEPTH:6" PECAN OMNI l' I II v ; WEIGHT:82 LBS WEIGHT:58 LBS 11355 SW TIGARD ST COLOR:OFF-WHITE COLOR:OFF-WHITE • TIGARD,OR 97223 PLAN V 6" 1, 1'-7" 1 Drawing Title: mism ,,,7.114 ` CONSTRUCTION 1111 ,11111 DETAILS I -Project Number:Drafter: Date 06/07/17 Designer: RM KM 0 `'? Project Manager. Professional of Record: ' AM RJ ;Revision No. Sheet No: IIII SIDE VIEW FRONT VIEW 700 SIDE VIEW FRONT VIEW • • 2 A-4 22'x34"SCALE:NOT TO SCALE ERICSSON RRUS 11 DETAIL 222X34"SCALE:NOT TO SCALE ERICSSON RRUS 12 DETAIL 1 11'X17"SCALE NOT TO SCALE 11"017"SCALE:NOT TO SCALE DO NOT SCALE DRAWINGS.CONTRACTORMUST VERIFY ALL • I DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK - SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE EXISTING ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE NEW ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE SPECIFICATION BY THE PROPERTYOFACAOM"csAND MECH ELEC NUMBER OF FEEDER FEEDER MECH ELEC NUMBER OF FEEDER FEEDER CORPORATION. ALPHA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH ALPHA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH r It 700 REMOVE 110° 55.9' 1 ANTEL BXA-70063-8CF 3° 0° 1 HYBRID FIBER EXISTING 700/850/PCS ADD 11W 56.0' 1 AMPHENOL JAHH-45C-R3B 0° 0° 3° 3° 1 HYBRID FIBER EXISTING A - 850 REMAIN 110° 64.2' 1 CSS X7CAP-865-OC 5° W 2 COAX EXISTING 700/850/AWS ADD 110° 56.0' 1 AMPHENOL JAHH-45C-R3B 0° W W 3° _ _ _ ',,,. PCS REMOVE 110° 56.2' 1 CSS X7CAO-865-0P W 0° '1 "COAX EXISTING 850 REMAIN 110° 64.2' 1 CBS X7CAP-865-DC 5° 0° 2 COAX EXISTING ir X PAWS REMOVE 110° 54.0' 1 AMPHENOL BXA-171063-BCF-EDIN-0 3° 0° *1 •COAX EXISTING INEERZ- - - - - 700 ADD - - 2 ERICSSON RRUS12 _ _ _ c`�]'�- Ck 850 REMOVE - - 1 ERICSSON RRUS12 _ _ _ _ _ _ _ d AWS/PCS ADD 2 ERICSSON RRUS32 _ _ _ - - N/A REMAIN - - 1 RAYCAP OVP-RHSDC-1064-PF-4B - - - - - N/A REMAIN - - 1 RAYCAP OVP-RRFDC-3315-PF-48 - _ _ lor►' - 850 REMAIN - - 1 COMMSCOPE DIPLEXER-CBC78-DS-43(TWIN) _ - - - - 850 REMAIN - - 1 COMMSCOPE DIPLEXER-CBC78-DS-43(TWIN) _ _ _ _ _ OREGON MECH ELEC NUMBER OF FEEDER FEEDER 7 15.1 BETA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL MECH ELEC NUMBER OF FEEDER FEEDER BETA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH TILT TILT FEEDERS TYPE LENGTH H. 3P 700 REMOVE 22W 55.9' 1 ANTEL BXA-70063-BCF 0° 0° 1 HYBRID FIBER EXISTING 700/850/PCS ADD 130° 56.0' 1 AMPHENOL JAHH-05C-R3B W W 3° 3° 1 HYBRID FIBER NEW (EXPIRATION DATE: 06/30/17 850 REMAIN 220° 64.2' 1 CSS X7CAP-865-SC W W 2 COAX EXISTING 700/850/AWS ADD 130° 56.0' 1 AMPHENOL JAHH-45C-R3B 0° 0° 3° 3° - DATE SIGNED-06/07/17 PCS REMOVE 220° 56.2' 1 CSS X7CAO-865-0P 0° W "1 'COAX EXISTING 850 REMAIN 13W 64.2' 1 ANTEL X7CAP-865-0C D. 0° 2 COAX EXISTING AWS REMOVE 22W 54.0' 1 AMPHENOL BXA-171063-SCF-EDIN-0 3° W *1 *COAX EXISTING 700 ADD - - 2 ERICSSON RRUS12 _ _ - - - No Date Revision '.. 850 REMOVE - - 1 ERICSSON RRUS12 _ _ _ - - AWS/PCS ADD - - 2 ERICSSON RRUS32 _ _ _ _ _ 850 REMAIN - - 1 COMMSCOPE DIPLEXER-CBC78-D5-43(TWIN) _ - - - - N/A ADD - - 1 RAYCAP OVP-RRFDC-3315-PF-48 _ - - - - A 0205/17 90%PCD REVIEW SET 700/850 ADD - - 1 COMMSCOPE DIPLEXER-CBC78-DS-03(TWIN) _ _ _ - - !. B 03/15/17 100%FCD REVIEW SET GAMMA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL MECH ELEC NUMBER OF FEEDER FEEDER GAMMA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL MECH ELEC NUMBER OF FEEDER FEEDER TILT TILT FEEDERS TYPE LENGTH TILT TILT FEEDERS TYPE LENGTH i 0 03/15/17 100%FINAL CD SET 700 REMOVE 31W 55.5 1 ANTEL BXA-70063-8CF 0° 0° 1 HYBRID FIBER EXISTING 700/850/PCS ADD 265° 56.0' 1 AMPHENOL JAHH-45C-R3B 0° O° 3° 3° 1 HYBRID FIBER NEW • 850 REMAIN 31W 64.2' 1 CSS X7CAP-865-0C W 0° 2 COAX EXISTING 700/850/AWS ADD 265° 56.0' 1 AMPHENOL JAHH-45C-R3B 0° 0° 3° 3° - - _ 1 05/31/17 REDS REVISION PCS REMOVE 31W 56.2' 1 CSS X7CAO-865-01. 0° 0° *1 'COAX EXISTING 850 REMAIN 265° 64.2' 1 ANTEL X7CAP-865-0C W 0° 2 COAX EXISTING 'II 2 06/07/17 RE-ISSUE 100%FINAL CD SET AWS REMOVE 310° 54.0' 1 AMPHENOL BXA-171063-8CF-EDIN-0 W 0° *1 `COAX EXISTING i 700 ADD - - 2 ERICSSON RRUS12 _ _ _ _ 2 _ _ 850 REMOVE - - 1 ERICSSON RRUS12 _ _ _ - - AWS/PCS ADD - - 2 ERICSSON RRUS32 _--- ------ 850 REMAIN - - 1 COMMSCOPE DIPLEXER-CBC78-DS-43(TWIN) - _ _ - N/A REMAIN - - 1 RAYCAP OVP-RRFDC-3315-PF-48 - - - - - Client: 700/850 ADD - 1 COMMSCOPE DIPLEXER-CBC78-DS-43(TWIN) - _ _ _ _ ' NOTE: 1. ALL FEEDERS LISTED WITH AN ASTERISK(`)TO BE REMOVED. verizonli Implementation and A&E Team I II CONSULTING INC. II Project Info: I POR PECAN 11355 SW TIGARD ST r TIGARD,OR 97223 Drawing Title EXISTING & PROPOSED ANTENNA SCHEDULES Project Number Date: 06/07/17 i,Drafter: Designer: n 0÷ IRM KM Project Manager: Professional of Record: AM RJ Sheet No: M Revision No: . 2 - RF-1 2T034"SCALE NOT TO SCALE 11"017"SCALE NOT TO SCALE EXISTING & PROPOSED ANTENNA SCHEDULES 1 _----"""' ""' 4 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION. '.. Tif 1 ,FG ANG I NEER v', - C14/ qy �/q 1 EXISTING VERIZON �'t/� EXISTING VERIZON 1" p f`` WIRELESS DIPLEXERS TO 9' WIRELESS DIPLEXERS TO �` ' �� /�/. — REMAIN(TYP OF 3-1 PER �/2j REMAIN(TYP OF 3-1 PER � � Th, SECTOR) �TjA, �\ SECTOR) A OREGON EXISTING VERIZON EXISTING VERIZON i "'H. 3P fe'3' WIRELESS ANTENNAS TO \ WIRELESS ANTENNAS TO \ REMAIN(TVP OF 3-1 PERa EXPIRATION DATE. 06/30/17\ I \ REMAIN(TYP OF 3-1 PER EXISTING VERIZON \_ SECTOR) EXISTING VERIZON ��( \ SECTOR) WIRELESS ANTENNAS TO I WIRELESS ANTENNAS TO f DATE SIGNED 06/07/17 BE REPLACED(TYP OF 3-1 ' --,- I ® /// PER SECTOR) �N � ip, BE REPLACE PER SECTOR) �� c °:411,1 // ill �.� ' <,,'''''' / // �' No Date Revision ___,„4.„.-• q<Py i ACP rl`L° ,f q2iM "O r/� yq;�/ A 02/15/17 90%PCD REVIEW SET ��;. If • / Ury./70 ° Jkse" ...,:-.^--', , ./j''',--- ----''' / MUTy X70° B 03/15/17 100%FCD REVIEW SET 0 03/15/17 100%FINAL CD SET j .27 127 1 05/31/17 RFDS REVISION '.. 2 06/07/17 RE-ISSUE 100%FINAL CD SET, 2 _ - int RAD-CTR: 60'-0" RAD-CTR: 60'-0" II ve rizo nv EXISTING VERIZON WIRELESS ANTENNAS TO 4?�'Ha, Implementation and A&E Team BE REPLACED(TYP OF 9-3 ' PROPOSED VZW ANTENNAS 0-942j PER SECTOR) /DC7 (TYP OF 6-2 PER SECTOR) q- ry. POSED VZW RRUS32 /�,T 37� MOOUNTTED BEHIND ANTENNA - / /y. EXISTING VERIZON (((��� `�7�, �� WIRELESS OVP TO BE (TYP OF 6-2 PER SECTOR) ♦� REMAIN •„1;-- ,/„.‹. WIRE EXISTING VERIZON OVP ' WIRELESS OVP - EXISTING VERIZON CONSULTING INC. WIRELESS RRU12 TO BE PROPOSED VZW OVP e I N / REPLACED(TYP OF 3-1 �b 12) MO(TYP OF D BEHIND ANTENNA � j PER SECTOR) +.4- 1 ' EXISTING NT VERIZONS Nit WIRELESS ANTENNAS TO = _ Ami= BE REPLACED TYP OF 9-3 7 EXISTING VERIZON WIRELESS ANTENNAS TO ,� PER SECTOR) i.,17: 4:1=y _ BE REPLACED(TYP OF 9-3PROPOSED VZW RRU12 , a� +� PER SECTOR) Project Info: MOUNTED BEHIND ANTENNA / ! p1 EXISTING VERIZON %.41; /-/ // (TYP OF 6-2 PER SECTOR) ( -, POR WIRELESS RRUS72 TO BE ` / �,� / '�•/ PECAN ' a REPLACED(TYP OF 3-1 PER SECTOR) I., SITEPRO1"DCP18K"OR APPROVED � �. 11355 SW TIGARD ST /,., EQUAL PIPE-TO-PIPE CLAMP TO = r i < _ 1 TIGARD,OR 97223 j' j,`��, STAND OFF ANTENNA TO REDUCE i� / N '. ��' SHADOWING /� A�pyA, A C A<Py .#r •": 2iM(/Ty. Drawing Title ...... _ ___�. `�• ,...,,„ o f, •A'A2/M,,T o 77p° y'' ° ""s ANTENNA A. ��- CONFIGURATIONS J ',� \� SITEPROi'DCP18K"OR - �tS` APPROVED EQUAL � ' �Q- PIPE-TO-PIPE CLAMP TO . 4.1 0: STAND OFF ANTENNA TO Project Number: Date: 0� REDUCE SHADOWING 06/07/17 'Drafter: Designer: RM KM RAD-CTR: 52'-0" RAD-CTR: 52'-0" Project Manager Professional of Record: AM RJ Revision No: Sheet No: NORTH NOR1H 2 RF-2 22"x34"SCALE.NOT TO SCALE EXISTING ANTENNA CONFIGURATION 2 22534"SCALE NOT TO SCALE PROPOSED ANTENNA CONFIGURATION 1 , 11"x17"SCALE'.NOT TO SCALE 11"x17"SCALE.NOT TO SCALE --_ - - ---_ ............. __ _ GENERAL ELECTRICAL NOTES LEGEND DOINOT SOS AND ADVISE CONTRACTORLTANTSF ANY VERIFY DIMENSISCALE D A INNS. OS MUST V ERRORS ALL R • OMISSIONS.NO VARIATIONS TOR EO IFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN SYMBOL DESCRIPTION APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOA 1.GENERAL 4.RACEWAYS AND BOXES t--, BREAKER CORPORA110N. 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER ❑+ NON-FUSIBLE DISCONNECT SWITCH ` 'IP WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK 1. ALL CONDUIT SHALL BE UL LABELED. p FUSIBLE DISCONNECT SWITCH SUCH AS EQUIPMENT AND WRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. SURFACE MOUNTED PANEL BOARD -R SHOWN AND SYSTEMS OF OTHER TRADES. a 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OSI;CAST-METAL BOXES SHALL CONFORM TO T TRANSFORMER 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERW . y'j ISEs EER Nepi, TO BE PERFORMED UNDER THIS CONTRACT. (I] KILOWATT HOUR METER :.SPE • _ 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND p DENOTES CABLE OR CONDUIT % .✓ / COMMENCING CONSTRUCTION.ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. TURNING UP IN PLAN VIEW 10' 5.GROUNDING DENOTES CABLE OR CONDUIT 4. OBTAIN ALL PERMITS,PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. TURNING DOWN IN PLAN VIEWOREGON 5. PROVIDE ALL LABOR,MATERIAL,EQUIPMENT,INSURANCE,AND SERVICES TO COMPLETE THIS PROJECT IN 1. ALL LIGHTNING PROTECTION AND SAFTEY GROUNDING OF THE ELECTRICAL EQUIPMENT 79•' SHALL BE CARRIED OUT IN ACCORDANCE WTH THE CURRENT NFPA STANDARDS AND E JUNCTION BOX H. 3 ACCORDANCE WTH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION VERIZON WIRELESS STANDARDS 'EXPIRATION DATE 06/30/17 I OF THE OWNER. PB PULL BOX TO NEC/TELCO STANDARDS 6. CARRY OUT WORK IN ACCORDANCE WTH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND O.S.H.A. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3"CONDUCTORS AND CONNECTORS". DATE SIGNED 06%07117 -°,-°,,.- OVERHEAD UTILITIES 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANT AGENT, __�__�_ UNDERGROUND TELCO 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK MATH THE LOCAL UTILITY COMPANY AS IT SUCH AS NO-OX,NOALOX,PENETROX OR KOPRSHIELD. No. Date Revision MAY APPLY TO THIS SITE.ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. Ii UNDERGROUND POWER 4. GROUND ALL EXPOSED METALLIC OBJECTS ON EQUIPMENT ROOM EXTERIOR. A 02/15/17 90%PCD REVIEW SET 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS a� DENOTES REFERENCE NOTE WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL • EXOTHERMIC WELD CONNECTION B 03/15/17 00%FCD REVIEW SET SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. ■ MECHANICAL CONNECTION(eg LUG,C-TAP) 0 03/15/17 100%FINAL CD SET 9. DURING PROGRESS OF THE WORK,MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL 6. DO NOT INSTALL GROUND RING OUTSIDE OF LEASE AREA. III- GROUND ROD 1 05/31/17 RFDS REVISION SYSTEMS,LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT,CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION,TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, III-'O GROUND ROD WTH INSPECTION SLEEVES 2 06/07/17 RE-ISSUE 100%FINAL CD SET DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWNGS TO THE CONSULTANT. REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. Tr GROUND BAR 2 -421 PIN AND SLEEVE RECEPTACLE 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER THE DATE OF JOB ACCEPTANCE 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE#2 AWGclient BY OWNER.ANY WORK,MATERIAL,OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE.MAKE ALL GROUND CONNECTIONS AS - GROUND CONDUCTOR CORRECTED AT ONCE UPON WRITTEN NOTIFICATION,AT THE EXPENSE OF THE CONTRACTOR. SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS.THE RADIUS OF ANY BEND SHALL NOT BE HP MOTOZ W/HORSEPOWER RATING LESS THAN 8"AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90°.GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY.ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. • 9. BOND ALL EXTERIOR CONDUITS,PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT v e r i z o n� SERIES CLAMP,BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY,NO 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. SUBSTITUTES ACCEPTED. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 2.BASIC MATERIALS AND METHODS 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED.ALL EXOTHERMIC 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE,EXCEPT FOR THE GROUND RODS ABBREVIATIONS AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. WHICH ARE TEE EXOTHERMIC WELDS.REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING.USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL#15-501. AFG ABOVE FINISHED GRADE 1 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.MATERIALS AND EQUIPMENT SHALL BE THE STANDARD AIC AMPERE INTERRUPTING CAPACITY PRODUCTS OF MANUFACTURER'S CURRENT DESIGN.ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE -Implementation and A&E Team MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS BFG BELOW FINISHED GRADE APPROVAL OF THE CONSULTANT AND THE OWNER. INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED C CONDUIT WITH SOIL. 3. ARRANGE CONDUIT,WRING,EQUIPMENT,AND OTHER WORK GENERALLY AS SHOWN,PROVIDING PROPER CRGB CELL REFERENCE GROUND BAR 13. FOR METAL FENCE POST GROUNDING,USE A HEAVY DUTY TYPE GROUNDING CLAMP OR CLEARANCES AND ACCESS.CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH EXOTHERMIC WELD CONNECTION TO POST.GROUND ALL FENCE POSTS WITHIN 6'OF EQUIPMENT. CU COPPER (�(•}} LOCATION WITHOUT SUBSTANTIAL ALTERATION.WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD C/W COMPLETE WTH CONDITIONS OR OTHER CAUSES,PREPARE AND SUBMIT DETAILED DRAWNGS FOR ACCEPTANCE. D.T.T. DRY TYPE TRANSFORMER 14. WHERE MECHANICAL CONNECTORS(TWO-HOLE OR CLAMP)ARE USED,APPLY A LIBERAL 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS,BENDS,FITTINGS AND EC EMPTY CONDUIT ACCESSORIES ARE NOT NECESSARILY SHOWN.PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS NO-OX,NOALOX,PENETROX OR CONSULTING INC. KOPRSHIELD ON ALL CONNECTORS. G GROUND TO THE CONDITIONS. GE GROUNDING ELECTRODE 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. GEC GROUNDING ELECTRODE CONDUCTOR 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE BUILDING WHERE 6.OVERCURRENT&SHORT-CIRCUIT/GND FAULT PROTECTION(IF APPLICABLE) GRC GALVANIZED RIGID CONDUIT PENETRATION OCCURS WTH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING/SHELTER. 1. CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATES FROM A 30 SERVICE MTS MANUAL TRANSFER SWITCH TO MONITOR&ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY.RECORDS SHALL BE PROVIDED NEC NATIONAL ELECTRICAL CODE Project Info: 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. TO THE SITE/FACILITY OWNER.CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS,SHOP 0/H OVERHEAD POR DRAWNGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION&INSTALLATION.ELECTRIC PECAN SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES&REGULATIONS OF THE UTILITY CO.ELECT. RNC RIGID NON-METALLIC CONDUIT(SCHEDULE 80 PVC) 11355 SW TIGARD ST CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS SD SERVICE DISCONNECT SWITCH TIGARD,OR 97223 3.CONDUCTORS AND CONNECTORS (kA.I.C.)AS REQUIRED TO MATCH&EXCEED UTILITY CO.AVAILABLE SYMMETRICAL&ASYMMETRICAL FAULT CURRENT LEVELS.FUSES IN SERVICE SWITCHES SHALL BE CLASS"RK1",CURRENT LIMITING SE SERVICE ENTRANCE 1. UNLESS NOTED OTHERWISE,ALL CONDUCTORS SHALL BE COPPER,MINIMUM SIZE#12 AWG,WITH TYPE,200 kA.I.C.,NON-TIME DELAY,DISCONNECT SWITCHES TO HAVE REJECTION CLIPS,UNLESS SN SOLID NEUTRAL THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION Drawing Title: INDICATED OTHERWISE.ELECTRICAL EQUIPMENTS&PROTECTIONS SHALL BE STANDARD kAIC CONFORMING TO NEMA WC7.(TYPES THHN OR THWN-2).INSULATION SHALL BE RATED FOR 90°C CONDUCTORS RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY CO.kAIC RATE AND CONSIDERING TGB TELCO GROUND BAR GENERAL SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. ELECTRIC MOTORS FAULT CONTRIBUTION.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL TEGB TOWER EXIT GROUND BAR 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT THIS MANDATORY REQUIREMENT IS MET.IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY& TR TRANSFORMER ELECTRICAL WHERE NOTED. MAX�D MAND+NEW OAD)U80%IRM BEFORE OSERVICEONTRANCE CONDUCTORS MAIN OVER N THAT TTAL UTILITY SERVICE LOAD SHALL EEP EQUAL CURRENT TO(125% TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR NOTES 3. FOR COPPER CONDUCTORS#6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE PROTECTION CAPACITY,WHICHEVER RATING IS LOWER.LIGHTING SHALL MEET NEC,IESNA AND/OR TYP TYPICAL CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS.FOR COPPER CONDUCTORS LARGER THAN#6 FAA STANDARDS IF APPLICABLE.PHOTOMETRIC LEVELS SHALL COMPLY WITH LOCAL,STATE& AWG USE SOLDERLESS,(DENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION FEDERAL RULES.ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. WP WEATHERPROOF-NEMA 3R Project Number: Date: C-CLAMP CONNECTORS,UNLESS SPECIFIED OTHERWSE ON DRAWINGS. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE- U/G UNDERGROUND 106/07/17 PHONE UTILITY COMPANIES. PPC POWER PROTECTION SHELTER 'Drafter: Designer: 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER,TWO-HOLE,LONG BARREL, 1 RM KM COMPRESSION TYPE. Project Manager: Professional of Record: 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION VNTHOUT SPLICES. SPLICES AM RJ ARE NOT ACCEPTABLE.IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. Revision No: Sheet No: I . 2 E-0 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL * , r DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORK i SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM \ CORPORATION TYPE TA TYPE VN TYPE NC TYPE SS \g,"0NG INP E�� • �.. 1: go.— OREGON 17)4014: �1�,�OREGON 41110 , ig; H.ii � (EXPIRATION DATE 06/30/17 r� -` DATE SIGNED 06i0717 No. Date Revision TYPE W TYPE VS TYPE VB TYPE PT i A 02/15/17 90%PCD REVIEW SET i j B 03/15/17 100%FCD REVIEW SET 0 03/15/17 100%FINAL CD SET I �' • Lib 1 05/31/17 RFDS REVISION I �� i 0 2 06/07/17 RE-ISSUE 100%FINAL CD SET 1 fr. 2 . ol 1 'Client: ' TYPE GT TYPE GY TYPE GR TYPE GL verizon� 11 x17''SCALE'NOT TO SCALE NOT USED 6 11017 SCALE NOT TO SCALE CADWELD GROUND CONNECTION DETAILS 4 Implementation and A&E Team: GRADE 0.2273 DIA.MAX. \ I V W/� V/ itVi 12"TO 24" ANTENNA CABLE '1 f ~OCONSULTING INC. TO ANTENNAS Z li W EXOTHERMIC WELD W to RX2 7X1/RX1 WEATHERPROOFING KIT(SEE NOTE 3) WEATHERPROOFING , A A KIT(TVP.) CABLE GROUND KIT RING GROUND,#2 AWG BCW ` SOLID,TINNED .I Project Info: COAX JUMPER rF GROUND KIT(TVP.) #6 AWG STRANDED CU WIRE WITH 600V, POR a (TYP.) lil W THWN INSULATION(GROUNDED TO 1 r RR II #6 AWG GROUND BAR-SEE NOTE 1&2) PECAN a' �� 11355 SW TIGARD ST CONNECTOR • r WEATHERPROOFING ` I I�- ISOLATE FROM TOWER HALO w/#2 TIGARD,OR 97223 KIT(TYP I SEE NOTE 2 TO LOWER TOWER BUS BAR Drawing Title. ANTENNA CABLE ' i i COPPER ANTENNA GROUND BAR, GROUND ROD COPPER CLAD TO BTS EQUIPMENT i WITH INSULATORS. NOTES: STEEL ROD WITH MIN 5/8"x 8•-0„ 1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS GROUNDING U'`DI'`G TO MASTER GROUND BAR DETAILS NOTES. DIRECT GROUND WIRE DOWN TO GROUND BAR DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO 2.GROUNDING KIT TO BE TYPE AND PART NUMBER AS SUPPLIED OR ANTENNA GROUND BAR. RECOMMENDED BY CABLE MANUFACTURER li 3.WEATHER PROOFING SHALL BE(TYPE AND PART NUMBER AS ' WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER NOTES' .. I Project Number: Date: 1.GROUND LINE TO BE A MIN.OF 30"OR BELOW FROST LINE, ' 06/07/17 WHICHEVER IS DEEPER ` I 2.GROUND ROD SHALL BE DRIVEN VERTICALLY,NOT TO EXCEED 45° Drafter: Designer: FROM VERTICAL RM KM Project Manager: Professional of Record: AM RJ Revision No: Sheet No: 2 E-1 22"x34"SCALE:NOT TO SCALE GROUND CABLE CONNECTION 3. 22x34 SCALE'..NOT TO SCALE CONN OF GRD KIT TO ANTENNA CABLE 2 22"x34"17"SCALE.SCALE NOT TO SCALE NOT TO SCALE GROUND ROD DETAIL 1 11"x17"SCALE:NOT TO SCALE