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Plans (140) • DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE 1 - =�-- - - CONSULTANTS OF ANY ERRORS OR OMISSION6. NO VARIATIONS OR MODIFICATIONS TO WORK • SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR :..1- r 1 "2.011 )I'{ WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF lj`V L- I THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS . POR REMAIN THE PROPERTY OF ACOM CONSULTING. ITY t i4 �yit as BUILDIl G DMSiON ver ■ zonv �S.0G I NEEq'''' METZGER �`"�� � 'Q OREGON H, JP ir (EXPIRATION DATE 06130119' I 7337 SW KABLE LANE TIGARD, OR 97224 No. Date Revision A 08/17/17 90%PCD REVIEW SET B - - C 08121/17 100%PCD REVIEW SET 114 F. PROJECT CONTACT LIST DRAWING INDEX 0 10/30/17 FINAL CD SET ARCHITECTURAL N PROPERTY OWNER: APPLICANT: 1 BOB BRUCE VERIZON WIRELESS(VAW)LLC 2 - - CONSOLIDATED SUPPLY CO. (d/b/a VERIZON WIRELESS) T-1 COVER SHEET ' i ' . „„ PHONE:(503)906-3203 5430 NE 122ND AVENUE T-2 GENERAL NOTES AND SYMBOLS "" Si bob.brute@consolidatedsuppl f.com PORTLAND,OR 97230 A-0OVERALL SITE PLAN `. ' PROJECT SITE A-1 ENLARGED SITE PLAN ■ PROJECT SITE 4( lMPLEMENTAFlON CONTACT: A&E CONSULTANT: NEW&EXISTING ELEVATIONS v e r i z o n JOE AHSING RICK MATTESON AAA--.423 CONSTRUCTION DETAILS M VERIZON WIRELESS(VAW)LLC ACOA CONSULTING,INC CONSTRUCTION DETAILS (d/b/a VERIZON WIRELESS) 5200 SW MEADOWS RD RF-1 (N)AND(E)ANTENNA CONFIGURATIONS 5430 NE 122ND AVENUE SUITE 150 I PORTLAND,OR 97230 LAKE OSWEGO,OR 97035 f PHONE:(503)307-0035 PHONE:(425)209.6723 ELECTRICAL r joe,ahsing@verizonwireless,com rick.matteson@acomconsuitinginc com E-0 GENERAL ELECTRICAL NOTES m E-1 GROUNDING DETAILS Aco■ '°' REAL ESTATE: ZONING/PERMITTING: TESSIE MURAKAMI TESSIE MURAKAMI o ACOM CONSULTING,INC ACOM CONSULTING,INC I 5200 SW MEADOWS RD,SUITE 150 5200 SW MEADOWS RD,SUITE 150 i LAKE OSWEGO,OR 97035 LAKE OSWEGO,OR 97035 ----. PHONE:(310)483-5343 PHONE:(310)483-5343 '"°'',., tessie.murakami@acomconsultinginc.com tessle.murakami@acomconsultinginc.com -- , PROJECT INFORMATION OFFICE COPY VICINITY MAP LOCATION MAP CODE INFORMATION: NOT TO SCALE NOT TO SCALE JURISDICTION: CITY OF TIGARD ZONING CLASSIFICATION: IL(LIGHT INDUSTRIAL) DRIVING DIRECTIONS CONSTRUCTION TYPE: V-B OCCUPANCY: UTILITY CITY Oji TIGARD (FROM PORTLAND INTERNATIONAL AIRPORT-PORTLAND,OR): NEW BUILDING USE: TELECOM 1111 1 a iv HEAD SOUTHWEST ON NE AIRPORT WAY.CONTINUE STRAIGHT TO STAY ON NE AIRPORT WAY.KEEP RIGHT TO STAY ON NE AIRPORT WAY,SLIGHT RIGHT TOWARD SITE LOCATION(NAVD88); REVIEVV� FOR CODE COMPLIANCE NE 82ND WAY.SLIGHT RIGHT ONTO NE 82ND WAY.TURN RIGHT ONTO NE PRESCOTT ST.TURN LEFT ONTO NE 72ND AVE.SLIGHT RIGHT ONTO NE SANDY BLVD. GROUND ELEVATION: 149.1'AMSL • Project Info: SLIGHT RIGHT TO MERGE ONTO 1-84 W/US-30 W TOWARD CITY CENTER.MERGE ONTO 1-84 W/US-30 W.USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM. ArprOVCtI. MERGE ONTO 1-5 S.KEEP RIGHT AT THE FORK TO STAY ON I-5 S,FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM.TAKE EXIT 293 TOWARD HAINES ST.KEEP LEFT AT STRUCTURE HEIGHT: 100.0'(TOP OF MONOPOLE) OTC. POR THE FORK TO CONTINUE TOWARD SW 68TH AVE.TURN LEFT ONTO SW 68TH AVE.TURN RIGHT ONTO SW BEVELAND ST.TURN LEFT ONTO SW 72ND AVE.TURN I METZGER RIGHT ONTO SW KABLE LN.DESTINATION IS ON THE RIGHT. # 7337 BW KABLE LANE # .....: GEODETIC COORDINATES(NAD83): Permit iii/ ._...�ja.....Q.Q 319 TIGARD,OR 97224 LATITUDE: 45.410397° (45°24'37.43"N) CODE COMPLIANCE LONGITUDE: -122.751839° (122°45'06.62"W) Address: 7 33-7 K,b)Y , h ./,� 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: Suite#: THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: EXISTING ByDates j , - COVER SHEET OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2012 IBC,STANDARDS AND AMENDMENTS-2014 OSCC PARCEL SIZE: PARCEL NUMBER: 2014 IMC,STANDARDS AND AMENDMENTS-2014 OMSC 6.74 ACRES 2S11 DB00401 2012 IFC,STANDARDS AND AMENDMENTS-2014 OFC 2012 UPC,STANDARDS AND AMENDMENTS-2014 OPSC Project Number: Dale: 2014 NEC,STANDARDS AND AMENDMENTS 10/30/17 APPROVAL/SIGN OFF OF PRELIMINARY CONSTRUCTION DRAWINGS SCOPE OF WORK Drafter: Designer KM KM CONSULTANT GROUP SIGN OFF DATE SIGNATURE VERIZON WIRELESS SIGN OFF DATE SIGNATURE VERIZON WIRELESS PROPOSES TO RETAIN(12)ANTENNAS,REMOVE(6) Project Manager: Professional of Record: PROJECT MANAGER RF ENGINEER TOWER MOUNTED RRU'S AND ADD(12)RRU'S FOR A TOTAL OF(12)RRU'S,. DP RJ SITE ACQUISITION IMPLEMENTATION RETAIN(3)TOWER MOUNTED OVP'S FOR A TOTAL OF(3)TOWER MOUNTED Revision No: Sheet No: OVP'S. CONSTRUCTION MANAGER OPERATIONS 0 T-1 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 'r GENERAL NOTES LINE/ANTENNA NOTES DO NOT SCALE DRAWINGS,CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL NO VARIATIONS OR MODIFICATIONS TO WORK NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL,ALL PREVIOUS ISSUES OF 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 THIS DRAWING ARE SUPERSEDED BY THE LATEST CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE.ALL EXPOSED FASTENERS,NUTS, REVISION,ALL DRAWINGS AND SPECIFICATIONS 2. ACOM HAS NOT CONDUCTED,NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO 18. IN RAWLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS REMAIN THE PROPERTY OF ACOM CONSULTING. " THE PRESENCE OF HAZARDOUS MATERIAL,INCLUDING,BUT NOT LIMITED TO,ASBESTOS PRIOR TO CONCRETE POUR.TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED SHALL BE HILTI 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. 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 `,K00 F Fs6' 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. " 1°s •' 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. 'r NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. oREGON4g WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK fe, 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 H. iP 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, I EWrAnON DATE 06/30/19 WHICHEVER IS GREATER. 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. , WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN A 08/17/17 90%PCD REVIEW SET 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 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 B VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. WORK UNDER THIS CONTRACT.ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, 23. PLANS PART OF THIS SET ARE COMPLEMENTARY.INFORMATION IS NOT LIMITED TO ONE C 08/21/17 100%PCD REVIEW SET 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 WITH. THE PROPERTY OF THE ARCHITECT,WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. 0 10/30/17 FINAL CD SET EXECUTED OR NOT.THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR 1 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 FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. 2 GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE o 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 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 v e r i z o n 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 NEW CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK.IN ADDITION THE CONTRACTOR AND 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL FROM THE BUILDING AUTHORITIES FOR THE NEW CHANGES BEFORE PROCEEDING WITH THE DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. WORK.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES PROJECT INFORMATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND DURING THE EXECUTION OF THE WORK. REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE OTHER SURROUNDING AREAS TO PROJECT,THE CONTRACTOR LBETOROUGHLY TER THAN EXISTING NG CONDITION.N THE 'SITE,AND ANY 25. IN EVERY EVENT,THESE CONSTRUCTION DOCUMENTSINTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS F AND COFICATIONS SHALL BE NSTRUCTION BUT THIS SHALL 1. TRANSMISSION FNED FACILITY RADIO SIGNALS FOR THEICTED ACCESS EQUIPMENT AND WILL BE USED FOR PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.E Acom 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 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 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 Project Info: ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER METZGER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 7337 SW KABLE LANE PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING TIGARD,OR 97224 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 BUILDING/WALL/DETAIL SECTION LARGE SCALE DETAIL THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENERAL NOTES MOMODSTIED, T E ANTLL SHALL COSHALL VERIFY THE EXACT COVERED UNDER THEGENERALDIILS BE USED FOR. DETAIL NUMBER 1_ m1 INFORMATION PROVIDED BY OTHERS.ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NOR NSIBILITY THEREOF. .� • CONTRACTOR AND HIS SUBICONTRACTORS SHALLCOMPLETENESS OF THE EXSTING CONDITIONSOWN VISIT THE SI EANDUMES AND VERIFY ANO LL EXISTING CONDITIONS AND SYMBOLS DETAIL NUMBER AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE SHEET NUMBER / CONSULTANT PRIOR TO CONSTRUCTION. 'Project Number: Date: ���r WHERE DETAILED Vigf 10/30/17 Drafter: Designer. " REFERENCED KM KM DRAWING Project Manager: Professional of Record: REFERENCE ELEVATION REFERENCE DP RJ DETAIL NUMBERA& DETAIL NUMBER Revision No: Sheet No IV V17' 0 T-2 REFERENCED \-REFERENCED DRAWING DRAWING ' • I MB NOT SCALE DRAWINGS CONTRACTOR MUST `_, , \ I _ VERIFY ALL DIMENSIONS AND ADVISEE CONSULTANTS OF ANY ERRORS OR OMISSIONS. \ ! I - NO VARIATIONS OR MODIFICATIONS TO WORK ` E.'.ISTING tU0"-U" - �a._N I I _ SHO WN SHALL BE IMPLEMENTED WITHOUT PRIOR MONOPOLE ' '-1—•' _ _— ' .............. —--' I WRITTEN APPROVAL ALL PREVIOUS ISSUES OF r , I i , I` THIS DRAWING ARE SUPERSEDED BY THE LATEST 4-1 _ \ REVISION.ALL DRAWINGS AND SPECIFICATIONS i"� I REMAIN THE PROPERTY OF ACOM CONSULTING, = ' 1 Til I I ! 7 `_ 'I a \ I iv `y',- ea I NEER otED SSP94 (�, d EXISTING \ I EXISTING TREE(TYP) _ (l ASPHALT AREA �� I CoREoo Y (TYP) \ Ial °. I E, • 1 / , H.Iy,it ..... 'EXPIRATION DATE' 08/30/19 I ".1 E '4 , ��} DATE SIGNED 1 .,,, I c:-;-')' ):11 r I \ !" = II; - I EXISTING PROJECT PARCEL --N E No. Date Revision PROPERTY LINE(TYP) s • ll! I , �® A 08/17/17 90%PCD REVIEW SET N I B _ C 09/21/17 100%PCD REVIEW SET a I Ir ! 0 10/30/17 FINAL CD SET 1 Ili 1 I if E I F. EXISTING UNDERGROUND 5 Il I UTILITY ROUTE _ E. i \ I 2 c NII I � 1 . i , , , j verizon . 1 1 ., . i ,ii. 1 \ . , \ 1 _. : „ I \ , 0.), ,„• I �'!!�►_ Il ,i f ,` 11,4 II; EXISTING INGRESS/EGRESS ' II , CONSULTING INC: 11 I: II 11 \ ! I I ,II � � II E. Iy� i 1 \ , a II E I I E EXISTING i, I Project Info: N.Li ' _ �II � ° GRAVEL PARKING �� POR \--�N AREA(TYP) �` i \ , METZGER 7337 SW KABLE LANE _ ••� ! TIGARD,OR 97224 x 'E_ ----'Til ; ;� \ Drawing Title: III I I -_-. ainalimr.••••.•, ' , 1 \ OVERALL / \ \ SITE PLAN \ Project Number Date: __ CI ___`_ _ _ S_W K_ABLE LN_ _ ! 10/30/17 _ 1_ I 1\ Drafter: Designer KM KM • E _ \ \/ Project Manager: Professional of Record 3 1 DP RJ 1(1.1.--- 4'1"...)\ -- NORTHRevision No: Sheet No: 0 A-0 22"x34"S°ALE""`5°`9" OVERALL SITE PLAN 1 '1'507"SCALE:1"=100'-0" 50' 25' 0" 0' 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 CONSULTING. `94 t,340 I',SE, ,"U„. 019• _ 1I / r - OREGON j � --,,,,/ ��^.�� H 3P� / � 'EXPIRATION SATE. 06/30/19 -_._--1\ DATE SIGNED.'1A30.'1 \,\ P.INIII ogimpoporm•mor No. Date Revision / � ��`` L A 08/17/17 90%PCD REVIEW SET �` ,� C 09/21/17 100%PCD REVIEW SET 0 10/30117 FINAL CD SET N EXISTING VZW RRUS TO BE REMOVED 1 (TYP OF 6-2 PER SECTOR) �'---..,,, /`, ) 2 STING VZW ENNAS 1/ (YIP OF 12-4 PER TSECTOR)TO REMAIN\ 1i(' � ' El [ EXISTING 20KW GENERAC v e r I Z 0 fl �� % EXISTING VZW CABLE BRIDGE(TYP) GENERATOR MOUNTED �� TO CONC.PAD / �� EXISTING CHAIN LINK j! �� �1 )V '• -- FENCED COMPOUND .i EXISTING 1003_0,._;&.....,.,.-�, , " \..-� L.r--- t•r.x +.i x ■-_-i--j-�r�- Ir..•rr�-x._._N._1-4'r w-,...>r—N--w---•.t:..�.r.—aw.i-tet— --N..�. -•maw :—•mmo •nor •._•� {��� MONOPOLE Ix;l �1,' X __.\ N: "414 + Z_ 1,. 11. r �' CONSULTING INC.�" 1 \kE , J EXISTING UTILITY N �, 'w , � w� . �` H-FRAME AND METER ,' p � BASE W/DISCONNECT N I uLl�J . II x-x-X�-M.�. X-x___._1t- i I ( / // 0 0 O x M O I N M N •x x / ‘,,,,_7__"1:::::,,,..„,., '� I / EXISTING VZW EQUIP.CABINET—�/ 1 MOUNTED TO CONC PAD � Project Info. r — POR METZGER EXISTING 12'-0"WIDE 7337 SW KABLE LADE GATE AT SOUTH END OF FENCED COMPOUND TIOARD,OR 97224 I ,6 Drawing Title: IIlii i IV ENLARGED SITE PLAN EXISTING PROJECT PARCEL I PROPERTY LINE(TYP) I Project Number: Date: EXISTING GRAVEL&--\ 10/30/17 IASPHALT AREA (.. ../ \ I �� Drafter. Designer. KM KM / Project Manager: Professional of Record DP RJ I I NORTH Revision No: Sheet No: 0 A-1 22"x34"SCALE:1/4"'4 1,0" ___,,,ININIIIIIIII ENLARGED SITE PLAN 1 11"x17"SCALE:1/8"=1,0` A 3' 2' , 0" 4' (E)VZW MW ANTENNA CENTERLINE DO NOT SCALE DRAWINGS.CONTRACTOR MUST (E)VZW MW ANTENNA CENTERLINE VERIFV ALL DIMENSIONS AND ADVISE _ 100.0'AGL 100,0'AGL CONSULTANTS OF ANY ERRORS OR OMISSIONS. "-" / NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR 1TOP OF(E)MONOPOLE 1J TOP OF(E)MONOPOLE WRITTEN APPROVAL ALL PREVIOI!' S Issues of {/yTHIS DRAWING ARE SUPERSEDED BYTHE LATEST 100.0'AGL 100.0'AGL IF' REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF AGOM CONSULTING. y."':::::.•- PROPOSED RRUS22212(700MHZ) EXISTING ANTENNAS TO (TYP OF 3-1 PER SECTOR) REMAIN(TYP OF 12-4 II 1 �—EXISTING ANTENNAS TO PIPE MOUNTED BEHIND ANTENNA PER SECTOR) IN Foo EXISTING RRUS TO BE REMAIN(TYP OF 12-4 .y �No fa REMOVED(TYP 6-2 PER SECTOR) PROPOSED RRU32(TYP PROPOSED RRUS22212(850MHZ) 1. PER SECTOR) OF 6-2 PER SECTOR) (TYP OF 3-1 PER SECTOR) �/ / PIPE MOUNTED BEHIND PIPE MOUNTED BEHIND ANTENNA �'" IHI 1 ANTENNA pq oREoo 1111 'III 'meq H, .fP II 'EXPIRATION DATE 06/30/19' IIII DATE SIG\ED.10;30;1; :Ii x4 S -01 a No. Date Revision A 06/17/17 90%PCD REVIEW SET B C 09/21/17 100%PCD REVIEW SET 0 10/30/17 FINAL CD SET �\ 1 - 2 4 N. �.EXISTING VZW 100'-0" EXISTING VZW 100'-0" MONOPOLE MONOPOLE rir verizon , I ((C')), , . CONS -,NG INC. 1 4 1 ,�F- �� I i r �y�e !I' I f �, Q Project Info. I, �I 4, 's ji' �I POR �� "� ��� :, al; ,, �.;I� ---,4-. � METZGER IIrT..' v„ 1 . _ti, Y`1 .,-{ 4 .� -.. f v ,, ^ 7337 SW KABLE LANE 0-V3t. h '* i�' _„ 1',. ._ 1iif,' J it `� _ i,,l'. �� TIGARD,OR 97224 ; p '/r ��` 1f V.-. t > Wit: 7'� :' �l l "I ' - T h �„i._ i 1 ,-,,. , .„,,,I,,G �'.., ���; ..�_K; a 5. ,,,,;,..--,z4,,,,,,,� r �l � ,3. i.: „( �'. -;~�,: : Drawing Title- '': lI. -'✓J° 1 ' „ 1 .a '43.It,Y ; �” "I s� ''(t' y+: ru '� m cS\i �t„ 1 a „],.3,,,4,,,.;,!','.,.- ''-'z-,'------'' ''',,,,,,--',.-. �` .x„ �,rr �, i ` � EXISTING & \'''''':4\:44';'1 ti 1�La. ,- (” s",' ` 1 [' ..;' t�' ,, ` " '=EXISTING VZW EQUIPMENT 19/ 1].,%,,,,,..4.,,,,,,' /�I'E°�A.. ti-c �'; c� EXISTING VZW EQUIPMENT j� ± sx II �,�r, "?' ivy'l , ,,�, , U-{I INSIDE FENCED COMPOUND 114 ,3 ���,l - M, '-, ,--'::.;,‘,\,-,,,,i,4,4.2,‘:4;:-, INSIDE FENCED COMPOUND NEW 1 it , ,I, ��di -„�.. '- �,',t a ,/ i1� U',<� (71,4 ,r.. q� 4°�-0 r .�i�^� ° �f r` -+.r l DIY �1 �..� �14 "F„�� / ^'�,. Px�, f+ '" � I�,.� �,4�Pa`ip xFs J , �'"d i r,i�.Z Ii 'r�'s"�yV"Jb� � fi�p "� � �` y d�r S� � d! 1a�1 r_> rayl �' r, ;p+1 (" 1r N ,,, ;. „ „ :+ ,. .. '42 „. 3' ELEVATIONS �,I� 7 r a yA, -..:*''' '1” t 1 ' ,'''''.i"-'-. A '� N 1 "„'” r -r,�,E '�- ) r;4 t m. �J���,,i, �� � ,��K a�.� _ �\ gI(Ir �,??�e -a1 u1 � u.os " , 1�,� .. ,.r,. � @ , e.� Aon .-, _ .. >„�, �g�-a; v: s y> 1i-, r , s r , .1,,:'�° y y _ Iry cSo `:t'' ryl > "r z M'n4f`*.'�Pi"I,,,W,_>`v'i` ���, - e y ^(*'V 'di+�1`�'^ti-i .d�- t;,i° rF'.-:;,:-S-.21,4-,g w �' ! / "` 8�(��,��,° ;X p8;v•' r'y,.+� ,'�i -n"'4�K �, - _ �'�� yam. 1���.y� �y rl�' -Y it ,.4. < >.c't, t+ 7..;y. _- __..., t ).?"`b.;�' ,,,l,„,,,,,,ear" � 'tl ,,., t_ -fix.- .�a., Project NooWer. Dale: II II"'\,,,,,\.1 .0.,%_.. n3 ( �. 17� SR,"t; otdlli 1 �I ,� gypN � y,' � P:Al y,,.. , -_. ' -` I ', � i�ld x1>� a t A' � w s i ''; 10!30!17 a� a dT�� � '=�st,� �y s� ✓:.,^ '].. x—x�lil �11t' IE ti_ x, z, - �h.,�..,�' ill t� ��kt i �N� I, �:. �� e�i,! 1.�. - Drafter. Designer. .,,-," iiia/..,:. -?`-,� I r I�� t o��. - -. --- ._x,� �('� P -s�. p I, � ar "'<�` v.^ �9,' s, -- KM KM "° a �' eA hi • ruv_•r e -fir �� \ r. ,p c� }*:+4,40.0:44:4,44.,,,.� °; A� ;y1T ,>,;Y; 0 r0*• e Project Manager' Professional of Record. /,' k .� = s �s a ti.3 i:. ` DP RJ ' z t e I - ., .• r� EXISTING GRADE ��.. "" -� ��.v Revision Na: Sheet No: f _ o w, '• >� A + ^"off e� ; EXISTING GRADE 0'-0"AGL Y 0'-0"AGL IF 0 A-2 • 22"x34"SCALE.31,6"4,'-9" _.;. ,, EXISTING SOUTH ELEVATION 2 ??x1r SCALE:3/32"41-0 =2 NEW SOUTH ELEVATION 1 - 11k17"SCALE:3/32"4 1-0" 4' 2' 0" 4' DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE _ CONSULTANTS OF ANY ERRORS OR OMISSIONS. MOUNTING PIPE NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR OR TOWER LEG WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF • is,,;. ® THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS /001110,.... REMAIN THE PROPERTY OF ACOM CONSULTING. YCAP SURGE I1 . SUPPRESSOR(OVP) • � tik, __, _ -SEE 3/A-4 i 0D PRF Q, 0 0� i `5� ANO tNp�SiS/Y • loorA y ( I B 11 ExPAOYDATEO. LGP . 9G � y " Q © I _,r$Oi . I .fin, No. Date Revision _4 ®- -:-�i --1 A 08/17/17 90%PCD REVIEW SET TOP BRACKET 0 B _ /-'� 1110C 09/21/17 100%PCD REVIEW SET 10/30/17 FINAL CD SET OVP MOUNTING 1 BRACKET2 IS ,. co ' FRONT VIEW SIDE VIEW ve ri zo n Pill 1110101LS 0 . 2- i - m ,/ ,b OVP MOUNTING DETAILS ::�li/Pi Ni0•)) ERICSSON 22212 - ERICSSON RRUS32 0 © (850MHZ)SEE 4/A-4 -SEE 6/A-4 Ft EI II CONSULTING INC Mil"BOTTOM BRACKET j I u . h MNFR.SUPPLIED MOUNTING 11 10 HARDWARE(7YP) PARTS LIST ITEM DESCRIPTION G....=, o LINKAGE ARM,INNER © BRACKET,ANTI-ROT,TOP I t E1 77—EXISTING ANTENNA ® MOUNTING PIPE(TYP) STRAP,POLE MOUNT I Project Info: POR O LINKAGE,6 MECH DEG,OUTER L----------. . . l- b__-- I © BRACKET TOP MOUNT,CELLULAR PANEL 7ME337 WTZGER • BRACKET BOTTOM MOUNT,CELLULAR PANEL KABLE LANE TIGARD,OR 97224 O BRACKET,SLIDER,6 DEG TILT _ • BOLT HEX,HD Drawing Title. I Q NUT,PLAIN HEX .. C, BOLT,HEX HD :® CONSTRUCTION 1411g0,101.. • FLAT WASHER DETAILS � 0® SPLIT WASHER — H l' L U ® PIPE Project Number. Date: 1 6J 10/30/17 Drafter: Designer. - ERICSSON 22212 - KM KM (700MHZ)SEE 4/A-4 Project Manager Professional of Record: FRONT VIEW FRONT VIEW SIDE VIEW DP RJ Revision No. Shoot No: 0 A-3 22"x34"SCALE:NOT TO SCALE MECHANICAL TILT MOUNTING DETAIL 2 32%37"SCALE:NOT TO SCALE RRU & OVP MOUNTING DETAILS 1 11"x17'SCALE:NOT TO SCALE 12.45" f -' - DO NOT SCALE DRAW NGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE DIM 2 DIM 2 DIM 3 QTY DIM 1 DIM 2 DIM 3 "WEIGHT CONSULTANTS OF ANY ERRORS OR OMISSIONS. MANUFACTURER:ERICSSON f __.._._ NO VARIATIONS OR MODIFICATIONS TO WORK 1—1 � MODEL: RRUS32 W/PSU AC 08 j ALPHA SECTOR SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR '� HEIGHT: 27.60" WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF \ \ (E)SBNHH-1D45C 4 95.9" 18.0" 7.0" 79.6 LBS THIS DRAWING ARE SUPERSEDED BY THE LATEST WIDTH: 12.45" REVISION.ALL DRAWINGS AND SPECIFICATIONS '� DEPTH: 55.1" REMAIN THE PROPERTY OF ACOM CONSULTING. IMMIN � WEIGHT: 55.12 LBS PLAN VIEW 1 COLOR: OFF-WHITE i 7.41" 12.45" BETA SECTOR — —_ I (..__.___.. liffl, - �I (E)SBNHH-1D45C 4 95.9" 18.0" 7.0" 79.6 LBS �'� °I"E �: gi 1 25\ (-5\ 0l PSU AC 08 UNIT OREGON r� t�_ r,e 00,69 lam! GAMMA SECTOR 1140 H. JP !,is) o (E)SBNHH-1045C 4 95.9" ^18.0" 7.0" T9.6 LBS FJPIRATION DATE 06/30/19 iN DATE SIGNED:10/30/11' j �p�,�,� p���{ 1 fiifYfr iiitl ilii ,DIM 24, NOTES:1. INSTALL ECIFICATIONS. No. Date Revision • €: i _•=_ -- I� 2. CONTRACTOR TO ORQUE ALL MOUNNAS PER TING NG HER PARDWARE PER B 17117 90%PCD REVIEW SET \ \ MANUFACTURER SPECIFICATIONS. - - SIDE VIEW FRONT VIEW ' 3. "ANTENNA WEIGHTS INCLUDE MOUNTING BRACKET WEIGHT U.N.O. C 09/21/17 100%PCD REVIEW SET 6 ANTENNA DIMENSIONS 5 ° 10/30/17 FINAL CD SET 22734•SCALE:NOT TO SCALE ERICSSON RRUS32 DETAIL (AWS, PCS) 22x17'6CALE:N0TT0s uE 11x17"SCALE:NOT TO SCALE 1 - - 13.47" 15.73" 2 - - MANUFACTURER:ERICSSON MODUFACTURER:RAYCAP 1 ' MODEL: RRUS 22212 -A- I- �— .. HEIGHT: 28.93" MODEL RCMDC-3315-PF-48 I� HEIGHT: 16.54" WIDTH: 15.73" WIDTH: 13.47" �! I.l I DEPTH: 12.60" DEPTH: 10.30" ve rizo I� I WEIGHT: 82 LBS WEIGHT: 32.00 LBS(W/MOUNT) LI 111 COLOR: OFF-WHITE + COLOR: DARK GRAY 13.47" (/ 10.30" PLAN VIEW (( MN PLAN VIEW t•) mummomm Limiiiii.— CONSULTING INC. coN - 1111 _ 1 12. , SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW 22"x34"SCALE:NOT TO SCALE ERICSSON RRUS 22212 DETAIL (700/850) 4 22 "SCAALLE:NOTTOSCALE RAYCAP OVP SPLITTER DETAIL 3 11x17"SCALE:NOT TO SCALE O Project Info: POR METZGER 7337 SW KABLE LANE TIGARD,OR 97224 % Drawing Title: CONSTRUCTION DETAILS Project Number Dale: 10/30/17 Drafter: Designer • KM KM Project Manager: Professional of Record: DP RJ Revision No: Sheet No: 0 A-4 ?2"x17"SCALE:NOTTO SCALE NOT USED 2 22x17•SCALE:NOT TO SCALE NOT USED 1 • DO NOT SCALE DRAWINGS.CONTRACTOR MUST EXISTING ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE PROPOSED ANTENNA AND ANCILLARY EQUIPMENT SCHEDULE VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. ALPHA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL MECH ELEC NUMBER OF FEEDER FEEDER MECH ELEC NUMBER OF FEEDER FEEDER NO VARIATIONS OR MODIFICATIONS TO WORK TILT TILT FEEDERS TYPE LENGTH ALPHA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF 700/AWS/PCS REMAIN 70° 104.0' 4 ANDREW SBNHH-1 D45C cr r 1 HYBRID FIBER EXISTING 700/AWS/PCS REMAIN 70° 104.0' 4 ANDREW SBNHH-1045C W 7° 1 HYBRID FIBER EXISTING THIS DRAWING ARE SUPERSEDED BY THE LATEST _ - _ REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CONSULTING. - - - _ - - - - _ _ O " • - - - - - 850 ADD - - 1 ERICSSON RRUS22212 85 - . . 700/AWS REMOVE - - 1 ERICSSON RRUS12 B4 W/A2 - - - 700 ADD - 1 ERICSSON RRUS22212 813 p 700/PCS REMOVE - - 1 ERICSSON RRU11 B13 W/A2 - - °( F AWS ADD • - 1 ERICSSON RRU32 I32 - \g ANG INES3'j l - - - - PCS ADD 1 ERICSSON RRU32 B66A _ - - - _ _ ! t:g N/A REMAIN - - 1 RAYCAP OVP-RRFDC-3315-PF-48 - - • - N/A REMAIN 1 RAYCAP OVP•RRFDC-3315-PF48 _ _ � BETA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL MECH ELEC NUMBER OF FEEDER FEEDER MECH ELEC NUMBER OF FEEDER FEEDER I TILT TILT FEEDERS TYPE LENGTH BETA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL "TILT TILT FEEDERS TYPE LENGTH '�. OREGON 700/AWS/PCS REMAIN 190° 104.0' 4 ANDREW SBNHH-1D45C 0' 7° 1 HYBRID FIBER EXISTING 700/AWS/PCS REMAIN 19W 104.0 4 ANDREW SBNHH-1045C W 7° 1 HYBRID FIBER EXISTING s H. JP (EMPIMTION DATE 06/30/19 - - - • - - - 850 ADD - - I ERICSSON RRUS22212 B5 - - - - DATE SIGNED.10130/17 700/AWS REMOVE 1 ERICSSON RRUS12 B4 W/A2 - - _ - - 700 ADD - - 1 ERICSSON RRUS22212 813 - - - S. 700/PCS REMOVE - 1 ERICSSON RRU11 813 W/A2 - - - - - AWS ADD - - 1 ERICSSON RRU32 B2 - _ - _ ' No. Date Revision - • - - - - - - - - - - PCS ADD - - 1 ERICSSON RRU32 B66A - _ - - N/A REMAIN - - 1 RAYCAP OVP•RRFDC-3315-PF-48 - - - - - N/A REMAIN - - 1 RAYCAP OVP-RRFOC-3315-PF-48 - - - - A 08/17/17 90%PCD REVIEW SET GAMMA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL MECH ELEC NUMBER OF FEEDER FEEDER MECH ELEC NUMBER OF FEEDER FEEDER TILT TILT FEEDERS TYPE LENGTH GAMMA SECTOR AZIMUTH TIP HEIGHT QUANTITY VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH 8 700/AWS/PCS REMAIN 310° 104.0' 4 ANDREW SBNHH-1D45C 0° P 1 HYBRID FIBER EXISTING 700 REMAIN 31W 104.0' 4 ANDREW SBNHH-1045C W T 1 HYBRID FIBER EXISTING C 09/21/17 100%PCD REVIEW SET 0 10/30/17 FINAL CD SET - - - • - - 850 ADD - - 1 ERICSSON RRUS22212 85 _ - _ - _ 1 - - 700/AWS REMOVE 1 ERICSSON RRUS12 B4 W/A2 - - 700 ADD _ - 1 ERICSSON RRUS22212 B13 - _ - - - 2 700/PCS REMOVE - • 1 ERICSSON RRU11 813 W/A2 - - - - AWS ADD - - 1 ERICSSON RRU32 82 - - - ss • - - - - - - • - - PCS ADD - - 1 ERICSSON RRU32 B66A - - - - . N/A REMAIN - - 1 RAYCAP OVP-RRFDC-3315-PF48 _ - - - - N/A REMAIN - - 1 RAYCAP OVP-RRFOC-3315-PF48 - - - - - verizon EXISTING VZW 700/AWS/PCS—\ EXISTING VZW RRUS12 W/A2-- PANEL ANTENNA(TYP OF 3- UNIT(TYP OF 3-1 PER SECTOR) 1 PER SECTOR)TO REMAIN TO BE REMOVED (CONNECT TO 850MHZ) NEW VZW RRUS 22212 B5(TYP OF 3- 1 PER SECTOR MOUNTED BEHIND EXISTING VZW 700/AWS/PCS-� NEW VZW RRUS 22212 B13(TYP OF 3 \., ANTENNAS FOR 850 MHZ(TYP) PANEL ANTENNA(TYP OF 3- ,. -1 PER SECTOR MOUNTED BEHIND A �� 1 PER SECTOR)TO REMAIN \ ANTENNAS FOR 700 MHZ(TYP) NEW VZW RRUS32 B2(TYP OF 3-1 EXISTING VZW 700/AWS/PCS ,`41+4' 1 PER SECTOR)MOUNTED BEHIND ANTENNAS FOR PCS(TYP) 1" qPANEL ANTENNA(TYP OF 3- \ N' /,4*;,,,1 PER SECTOR)TO REMAIN + t L I EXISTING VZW 700/AWS/PCS - (NOT CONNECTED) ,t I A EXISTING VZW OVP'S MOUNTED R`"Y EXISTING VZW OVP'S MOUNTED Ak PANEL ANTENNA(TYP OF 3- >xY> h� ler TO ANTENNA MOUNT FRAME(TYP 1 PER SECTOR)TO REMAIN ':X.'4(4::/,' �` ' , /' ). TO ANTENNA MOUNT FRAME(TYP MI410 I OF 3-1 PER SECTOR)TO REMAIN "'� ,4k ,A' OF 3-1 PER SECTOR)TO REMAIN �� �4 ��Mdti51�4�h�4 �� tAr� W� >ti " ;Ilit♦111I4,�,I drli't 4. I,o - EXISTING VZW 700/AWS/PCS ::„,,tily., �� t' I I �., [.����A,WAY#2 IIII r tdta,�t MH;10' PANEL ANTENNA TYP OF 3 N �� A AAAI of ��3 P1 PPM 1 PER SECTOR)TO REMAIN Fo '•�o J� (` �`` AVpHA Az tH:7o NEW VZW RRUS32 B66A TYP OF 3- EXISTING VZW 700/AWS/PCS /�. % ( , A , PANEL ANTENNA(TYP OF 3- �', 1 PER SECTOR)MOUNTED BEHIND • �� _ O., 1 PER SECTOR)TO REMAIN a ANTENNAS FOR AWS(TYP) ��� � ���� J R i 44\ /\ ` ♦ \-. Project Info: t POR METZGER ` C� �� `,fte \ 7337 SW KABLE LANE _i _ r° TIG. D, R 97224 I 4041•3,,r, L- 1\ 1 ` v r- v+ \ MI fts U+ Drawing Title: r 'N'' EXISTING VZW 700/AWS/PCS 41P Wel; � .' � eo. �� PANEL ANTENNA(TYP OF 3- < -. / -- - ♦ NAND (E) 1 PER SECTOR)TO REMAIN ANTENNA UNIT EXISTING 3-1N PER SECTOR); CV —,m �,+ . 444, ■ ��i I (CONNECT TO 850MHZ) �'L�� __ _._ i"�"y7l �i�i� TO BE REMOVED • CONFIGURATIONS F Protect Number: Date: 10/30/17 Drafter: Designee fii:7 KM KM ,g/ Project Manager. Professional of Record: �<^ ( (...........) i c.4......) DP RJ 35',/ Revision No: Sheol No: NORTH NORTH 0 RF-1 22"x34"SCALE:NOT TO SCALE EXISTING ANTENNA CONFIGURATION 2 27x34"SCALE:NOT TO SCALE 11"x17"SCALE:NOT TO SCALE 11"x17"SCALE:NOT TO SCALE NEW ANTENNA CONFIGURATION 1 CALE S. GENERAL ELECTRICAL NOTES LEGEND DO NOT ALL AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK • SYMBOL DESCRIPTION SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL.ALL PREVIOUS ISSUES OF 1.GENERAL 4.RACEWAYS AND BOXES -ft_ CIRCUIT BREAKER THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF NEW WORK TOGETHER WITH DISCONNECT SWITCH REMAIN THE PROPERTY OF ACOM CONSULTING. THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS 1. ALL CONDUIT SHALL BE UL LABELED. ' EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. ID FUSIBLE DISCONNECT SWITCH AND SYSTEMS OF OTHER TRADES. - SURFACE MOUNTED PANEL BOARD 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1;CAST-METAL BOXES SHALL CONFORM TO T TRANSFORMER $� F 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. WORK TO BE PERFORMED UNDER THIS CONTRACT. , oc,INeen''S, R; KILOWATT HOUR METER .-;,;. 1:, 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND DENOTES CABLE OR CONDUIT COMMENCING CONSTRUCTION.ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. _p TURNING UP IN PLAN VIEW 5.GROUNDING 4. OBTAIN ALL PERMITS,PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. -0 DENOTES CABLE OR CONDUITORE 1. ALL LIGHTNING PROTECTION AND SAFTEY GROUNDING OF THE ELECTRICAL EQUIPMENT TURNING DOWN IN PLAN VIEW 17 ,,43 sGON o 5. PROVIDE ALL LABOR,MATERIAL,EQUIPMENT,INSURANCE,AND SERVICES TO COMPLETE THIS PROJECT IN SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS AND H, JP ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE VERIZON WIRELESS STANDARDS de JUNCTION BOX SATISFACTION OF THE OWNER. EXPIRATION DATE 06/30/19 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND O.S.H.A. 2, GROUND LUGS ARE SPECIFIED UNDER SECTION 3"CONDUCTORS AND CONNECTORS". El PULL BOX TO NEC/TELCO STANDARDS -«•-«u-- OVERHEAD UTILITIES 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANT T. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS AGENT,SUCH AS NO-OX,NOALOX,PENETROX OR KOPRSHIELD. --a--wit- UNDERGROUND TELCO IT MAY APPLY TO THIS SITE.ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES No. Date RevisionINVOLVED. 4. GROUND ALL EXPOSED METALLIC OBJECTS ON EQUIPMENT ROOM EXTERIOR. UNDERGROUND POWER 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS \:/- ...° DENOTES REFERENCE NOTE A 0&17!17 90%PCD REVIEW SET WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL 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 EXOTHERMIC WELD CONNECTION e STAINLESS STEEL HARDWARE THROUGHOUT. • MECHANICAL CONNECTION(eg LUG,C-TAP) C 09/21/17 100%PCD REVIEW 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. •-• GROUND ROD 0 1W30/17 FINAL CD SET 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 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, ill-e GROUND ROD WITH INSPECTION SLEEVES 1 THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. GROUND BAR T'T 2 . 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 AWG -sr PIN AND SLEEVE RECEPTACLE 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 f LESS THAN 8"AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90°.GROUNDING CONDUCTORS ov e r i o n 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 SERIES CLAMP,BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. ONLY,NO 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 Acorn 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 ABBREVIATIONS AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS, RODS WHICH ARE TEE EXOTHERMIC WELDS.REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING.USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL AFG ABOVE FINISHED GRADE • 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.MATERIALS AND EQUIPMENT SHALL BE THE STANDARD #15-501. AIC AMPERE INTERRUPTING CAPACITY PRODUCTS OF MANUFACTURER'S CURRENT DESIGN.ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS BFG BELOW FINISHED GRADE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED APPROVAL OF THE CONSULTANT AND THE OWNER C CONDUIT WITH SOIL. CRGB CELL REFERENCE GROUND BAR 3. ARRANGE CONDUIT,WIRING,EQUIPMENT,AND OTHER WORK GENERALLY AS SHOWN,PROVIDING PROPER 13. FOR METAL FENCE POST GROUNDING,USE A HEAVY DUTY TYPE GROUNDING CLAMP OR CU COPPER CLEARANCES AND ACCESS.CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION.WHERE DEPARTURES ARE NEW BECAUSE OF FIELD CONDITIONS EXOTHERMIC WELD CONNECTION TO POST.GROUND ALL FENCE POSTS WITHIN 6'OF EQUIPMENT. C/W COMPLETE WITH OR OTHER CAUSES,PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. D.T.T. DRY TYPE TRANSFORMER 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS,BENDS,FITTINGS AND 14. WHERE MECHANICAL CONNECTORS(TWO-HOLE OR CLAMP)ARE USED,APPLY A LIBERAL EC EMPTY CONDUIT ACCESSORIES ARE NOT NECESSARILY SHOWN,PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS NO-OX,NOALOX,PENETROX OR KOPRSHIELD ON ALL CONNECTORS. G GROUND WORK 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 WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO 1. CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATES FROM A 30 MTS MANUAL TRANSFER SWITCH BUILDING/SHELTERProject Info: SERVICE TO MONITOR&ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY.RECORDS SHALL BE NEC NATIONAL ELECTRICAL CODE 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. PROVIDED TO THE SITE/FACILITY OWNER.CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS, 0/H OVERHEAD POR SHOP DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION&INSTALLATION. METZGER ELECTRIC SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES&REGULATIONS OF THE UTILITY CO. RNC RIGID NON-METALLIC CONDUIT(SCHEDULE 80 PVC) 7337 SW KABLE LANE ELECT.CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT SD SERVICE DISCONNECT SWITCH TIGARD.OR 97224 3.CONDUCTORS AND CONNECTORS RATINGS(kA.I.C.)AS REQUIRED TO MATCH&EXCEED UTILITY CO.AVAILABLE SYMMETRICAL& SE SERVICE ENTRANCE 1, UNLESS NOTED OTHERWISE,ALL CONDUCTORS SHALL BE COPPER,MINIMUM SIZE#12 AWG,WITH ASYMMETRICAL FAULT CURRENT LEVELS.FUSES IN SERVICE SWITCHES SHALL BE CLASS"RKt", THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION CURRENT LIMITING TYPE,200 kA I.C.,NON-TIME DELAY,DISCONNECT SWITCHES TO HAVE SN SOLID NEUTRAL Drawing Title: CONFORMING TO NEMA WC7.(TYPES THHN OR THWN-2).INSULATION SHALL BE RATED FOR 90°C CONDUCTORS REJECTION CLIPS,UNLESS INDICATED OTHERWISE.ELECTRICAL EQUIPMENTS&PROTECTIONS TGB TELCO GROUND BAR GENERAL SHALL BE STANDARD kAIC RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY CO.kAIC SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. RATE AND CONSIDERING ELECTRIC MOTORS FAULT CONTRIBUTION.CONTRACTOR SHALL NOT TEGB TOWER EXIT GROUND BAR ELECTRICAL 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT BEGIN CONSTRUCTION UNTIL THIS MANDATORY REQUIREMENT IS MET.IF NEW LOAD IS ADDED TR TRANSFORMER �+ WHERE NOTED. CONTRACTOR SHALL VERIFY&CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR NOTES LOAD SHALL KEEP EQUAL TO(125%MAX.DEMAND+NEW LOAD)<80%SERVICE ENTRANCE 3. FOR COPPER CONDUCTORS#6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE CONDUCTORS/MAIN OVER CURRENT PROTECTION CAPACITY,WHICHEVER RATING IS LOWER. TYP TYPICAL CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS.FOR COPPER CONDUCTORS LARGER THAN#6 LIGHTING SHALL MEET NEC,IESNA AND/OR FM STANDARDS IF APPLICABLE.PHOTOMETRIC LEVELS WP WEATHERPROOF-NEMA 3R AWG USE SOLDERLESS,IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION SHALL COMPLY WITH LOCAL,STATE&FEDERAL RULES.ALL ELECTRICAL EQUIPMENT SHALL BE Project Number: Date: C-CLAMP CONNECTORS,UNLESS SPECIFIED OTHERWISE ON DRAWINGS. INSTALLED IN ACCESSIBLE AREAS ONLY.THE ELECTRICAL INSTALLATION SHALL MEET ALL U/G UNDERGROUND 10/30/17 _ STANDARD REQUIREMENTS OF POWER AND TELE-PHONE UTILITY COMPANIES. PPC POWER PROTECTION SHELTER Drafter: Designer: 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER,TWO-HOLE,LONG BARREL, KM KM COMPRESSION TYPE. Project Manager: Professional of Record: ' 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. DP RJ SPLICES ARE NOT ACCEPTABLE.IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER Revision No: Sheet No: MUST BE OBTAINED. 0 E-0 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 SUPERSEDED BY THE LATEST �s \\.` REVISION.ALL DRAWINGS AND SPECIFICATIONS ��� ., REMAIN THE PROPERTY OF ACOM CONSULTING. TYPE TA TYPE VN TYPE NC TYPE SS ,5"st.ty oINEep 'iQ .. 1:_.-5P v 4.11117 / � ,_OREGON iack,,,,, ,,65, e :till + y�Y ' -PRATI090ATE 06/30/191 �� co. 1� .......: ........ _ DATE SIGNED 103Cd17 11111 I: TYPE VV TYPE VS TYPE VB TYPE PT No. Date Revision A 06/17/17 90%PCD REVIEW SET B C 09/21/17 100%PCD REVIEW SET IP %i0 70!30!77 FINAL CD SET A [tom, ` INTlil404 i 1 TYPE GT TYPE GY TYPE GR TYPE GL verizon .. ,,,, 22"x94"SCALE:NOT TO SCALE NOT USED 6 22"x37°SSCALE.NOT TO SCALE CALE:NOT TO SCALE CADWELD GROUND CONNECTION DETAILS 4 `,"xt 7"SCALE:NOT TO SCALE Ac--bill„. L,UUNL/i L I/NG INC. TO ANTENNASr0.2273 DIA.MAX, �,/X ANTENNA CABLE 12"TO 24"fi— \ RX2 TX1/RX1 WEATHERPROOFING KIT(TYP.) ..=====a1111 1 COAX JUMPER(TYP.) ki La GROUNDING KIT(TYP.) WEATHERPROOFING KIT t-1 (SEE NOTE 3) ," II #6 AWG Project Info CONNECTOR WEATHERPROOFING i VI CABLE GROUND KIT KIT(TYP.)-SEE NOTE 2 ISOLATE FROM TOWER #6 AWG STRANDED CU WIRE WITH 600V, POR HALO W/#2 TO LOWER THWN INSULATION(GROUNDED TO METZGER1 TOWER BUS BAR GROUND BAR-SEE NOTE 1&2) 7337 SW KABLE LANE ANTENNA CABLE ISI TIOARD.OR 97224 TO BTS EQUIPMENT(TYP.) I BAR,WITH H INSULATORS.BAR,WITH INSULATORS. Drawing Tltlo: TO MASTER GROUND BAR GROUNDING NOTES: DETAILS NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. Project Number. Date: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 2. GROUNDING KIT TO BE TYPE AND PART NUMBER AS 10130!17 DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. . DraHar: Daslgnor. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD 3. WEATHER PROOFING SHALL BE(TYPE AND PART NUMBER AS KM KM SHRINK SHALL NOT BE USED. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. Project Manager: Professional of Record' . DP RJ Revision No. Shoot No: 3 0 E-1 22"x37"SOA E NOTTOSOALE GROUND CABLE CONNECTION12 37"SCALE'NOT TO SCALE CONN OF GRD KIT TO ANTENNA CABLE 21'x37"SCALE NOT TO SCALE NOT USED 11