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Plans 1 CEIVEP ! t 11011SIE - • AUG 102015 CITY OFTIGA�® �¢�D ��1 POR CASCADE ��1II�DING DIVI�I® ; j T � 1 \\\.. 'r� OR/S EG� VVV�� R (PROGRESS 874140) of O verQ3wireIess 10185 SW CASCADE AVE CITY OF TIGARD - TIGARD, OR 97223 No. Date Revision Approved by Planning / A 02/25/15 90%PZD REVIEW SET Date• '`/01�+[`/� B 04/14/75 ISSUED FOR ZONING Initials• CBI) 05/15/15 100%CD REVIEWSET 0 000485///011445///111555 8/04/15 100%FINAL CD SET 1 - - 2 - 3 - VICINITY MAP PROJECT INFORMATION SCOPE OF WORK Client W / , .' > #D ""'� �Y.,,, � °S j-, - R M.�, JURISDICTION: CITY OF TIGARD ,,;1•„r -' - - - $ S R. - tio, WIRELESS PROPOSES TO INSTALL(16)ANTENNAS AND RELATED EQUIPMENT AND ACCESSORIES IN AN , v- - '>k 3;p .7 '"3 ,. -F' ZONING CLASS MIXED USE COMMERCIAL EXISTING UNMANNED TELECOMMUNICATIONS FACILITY ON AN EXISTING 116'MONOPOLE � s+� A A � ��ry, ^• + OCCUPANCY GROUP: UTILITY 7= t' '` 3' z - .-,; r ' ,` - /.J CONSTRUCTION TYPE: V-B �- ,v.... 0.-.41.'19 ,i 4,,, - -,.T_-•#,_ f ' TAX PARCEL ID: 1S1 W3586-00300 _ Veri OWireless - : . -- -,-,t5.''- " ;� - - 4 f(` - (�- PARCEL SIZE: 2.07 ACRES 1 � + i • 1 �T$. 6 _ ±' LATITUDE 45°26'47.50'N LIST OF pRAWI,N., GS Implementation Team: 1 i L1 ---_,--7-:„.,�� ?. yit Y 4455.421427:0" 5 446528' P d; /` _ 1 SHEET DESCRIPTION _ • (� e '' '-yi, �-.—. T - LONGITUDE. 122°47 0060"W ,}- -,s:F *.A' -'�` •w �.•q,. -122.783478° Ti- COVER SHEET '- moi`'' . { 3.4"3 — 'a ,, _, { p 4‘.14:4'4:,44.4/' a, GROUND ELEVATION: 181.43'AMSL T-2 - GENERAL NOTES AND SYMBOLS ,,v_ ,...,-,':k3: Y #;" �� ) # Y •� � STRUCTURE HEIGHT: 116'-0"SOP OF TOWER) ) C-1 PROPO P�i U'�'7L V L ©Y Y N .,.,r- +Y+. 4 r - 124'-0" OP OF APPURTENANCES a, Pxik t" L ._ s , CC CASTLE '- • A-0 REVI i OR CODE COMPLIANCE ~�„ '{• "'P i '� � ,1 ,._ ,+1 Al- PROPOSED COMPOUND PLAN - t i-_- rTM`�','Y�" - ,i„ .3`-j -Lt ,i+ 5 '�'';d' .-, A 2 A �4R�9{YED EO EN ELEVATION t:- , � - � � `° as � LEGAL DESCRIPTION A-3 OT�CONSTRUCTIO A - 7 :. 1 - A-3.1 ANTENNA PLA M GIFIGATIONS _`-f ...,z•P � t 1 - A&E Team: 1 0.- '°- - 4 �k y7. .p - � 5PARENT PARCEL BEING THE SOUTHERLY 220 FEET OF EVEN WIDTH AS DESCRIBED IN BOOK 810 AT PAGE 697Al �e Q��j'RUCTIONDETA ./�/� _z, rte— -- - - 'S i Yir 20 A-5 EOfUItPMEI�,,.�..� .__ '�(�L� ((•,)_ rnQom�!!'' r + _ :- _ - r - # AE q�+DATION DETAILS \ �'r Com, _ Addre16 ��1 C'4E 4:41 'ate s. v-r` ` 3, _-. .£ •1I A-7 Suite NERAT•'SP C FICATIONS(FOR RE ERENC �N - •I I , ^ r A-8 I�NAUE'I,_- • ..,• !ON siv-2,-(i-s-, _ r" - • s '� + t �^'� B CONSULTING INC 4. -'`�, k � ` , 4 • � .,� ^ RF-1 PROPOS'+ ,I ONGURATION 1� L 1 "V fF `lpv"^ "..� - eE-0c�ervertn R,,rHA,_ ` ^ �` ' CODE COMPLIANCE .✓' •'! t' _ " ; ,-', , E-1 PROPOSED ELECTRICAL SITE PLAN t " f� - 3 `- Project Info: ,_, :'1;'',....3, s y ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT E-2 PROPOSED ELECTRICAL COMPOUND PLAN P O R ,,� - 3i ` • p- CONDITIONS OF THE FOLLOWNG CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN E-3 PROPOSED ELECTRICAL RISER DIAGRAM&PANEL SCHEDULE ''''''---- 7=-7;r";;:''''44-"4;-')\ tU •q -�a. �,' +• k U) f t -� ...,` e• dy� THESE PLANS IS TO BE CONSTRUED TO PERMIT WJRK NOT CONFORMING TO THESE CODES: CASCADE ` • � x ,T E-4 PROPOSED EQUIPMENT GROUNDING PIAN y? = di fT4 OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 70785 SW CASCADE 'b i‘ 7a _ _ ¢ Ym ( F r '- -, ?::A-4-,_, 2014 OREGON STRUCTURAL SPECIALTY CODE E-5 GROUNDING DETAILS TIGARD,OR 97223 b - 4 � '' f1G T ` 4P-4.1---i 2014 OREGON ELECTRICAL SPECIALTY CODE E-6 GROUNDING DETAILS OA LP:t,Y Ai F -', -5 s Wit; ( 1•` ,` 2014 OREGON MECHANICAL SPECIALTY CODE ^��`Ir r 2015 NFPA 107 LIFE SAFETY CODE (VQI el/CLi. � ��.' �l(` 4^2G14 Ca6D y`Y ''. .....f �`-_ 'c4°>y •., -� , Drawing Tnle. - COVER SHEET DRIVING DIRECTIONS CONTACTS 1 APPROVALS (FROM VERIZON WIRELESS OFFICE-PORTLAND,OR) IMPLEMENTATION CONTACT APPLICANT/CLIENT CONTACT A&E CONTACT: TITLE SIGNATURE DATE JOE AHSING TAMMY HAMILTON RICK MATTESON Project• Number: Date. 1 START DRIVING SOUTH ON NE 122ND AVE TOWARD NE WHITAKER WAY.TURN RIGHT ONTO NE FREMONT ST.NE VERIZON WRELESS(VAV4 LLC ACOM CONSULTING,INC. ACOM CONSULTING,INC REPRESENTATIVE FREMONT ST IS JUST PAST NE BEECH S TAKE THE 3RD LEFT ONTO NE 102ND AVE.NE 102ND AVE IS 1 MILES (tl/D/a VERIZON WIRELESS) 1125 SE CLATSOP ST 7125 SE CLATSOP ST 08/04/15 PAST NE 105TH AVE MERGE ONTO 1-84 W/US-30 W TOWARD PORTLAND MERGE OMO I-5 S VIA THE EXIT ON THE 5430 NE 122ND AVE PORTLAND,OR 97202 PORTLAND,OR 97202 Drafter. Designer LEFT TOWARD SALEM/BEAVERTON MERGE ONTO SE PACIFIC HWY/OR99W VIA EXIT 294 TOWARD PORTLAND,OR 97230 PHONE:(206)499 878 PHONE (425)209-6723 RE ENGINEER TIGARD/NEWBERG.MERGE ONTO OR-217 N/BEAVERTON TIGARD FWY N TOWARD BEAVERTON/SUNSET HWY. PHONE:(503)408-3434 tammy.hamilton@acornconcullinginc corn rick.mattesonIacomconsuhinginc.com RM RM TAKE THE GREENBURG RD EXIT,EXIT 5 TURN LEFT ONTO SW GREENBURG RD.TURN RIGHT ONTO SW CASCADE joseph.ahsing@venzonwireless.com Project Manager. Professional 01 Record. AVE SW CASCADE AVE IS JUST PAST SW SHADY LN ARRIVE AT 10185 SW CASCADE AVE. SITE OWNER PROPERTY OWNER CONTACT: TOWER OWNER CONTACT AM CS JIM CARVER ERICA ANDREWS Revision No: Sheet No: PGE CROWN CASTLE 2213 SW 153RD DR PHONE:(412)953-9776 BEAVERTON,OR 97006 O T_ PHONE:(503)464-8000 1 GENERAL NOTES LINE/ANTENNA NOTES DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL 1 DIMENSIONS AND ADVISE CONSULTANTS OF ANV 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. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL SHOWN APPROVAL AALL PREEVOUS ISSUES WITHOUT DRAWING ARE N NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL SUPERSEDED BV THE LATEST REVISION ALL DRAWINGS AND SICATIONS REMAIN THE PROPERTYOF 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 RAWLAND CONDITIONS,TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED.CONCRETE EXPANSION ANCHORS 1 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. BRED A/ 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 ] '� 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 �U..... 9 - 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. OR ND.OREG. S NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. .9,7>,OF OR WORKMANSHIP.THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK 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 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. _ 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. 1 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. No. Date Revision 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 A 02/25/15 90%PZD REVIEW SET 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 B 04r14/15 ISSUED FOR ZONING 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 C 05/15/15 100%CD 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 08/04/15 100%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 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 - - 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. 3 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: I 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 8. DO NOT SCALE THE DRAWINGS.DIMENSIONS ARE EITHER TO THE FACE OF FINISHED AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY venI wireless 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 INFORMATIONI 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. Implementation Team: 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/MANUFACTURERC ROW N 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 ONLYa:201711' 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 CASTLE 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 A&E Team: 1 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. (((0)) MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 26. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO .P, 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 1;i' 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. CONSULTING INC. 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: 1 ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. POR 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER CASCADE CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, 1ores SW CASCADE 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 Drawing Tdle: ADDED ORMODIFIED,THE GENERAL CONTRACTOR SHALL ALREPAIR,SA AND LEGEND IMPORTANT NOTICE 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 I Detail Number inti CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS . 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: 1 Mr Where Detailed Sheet Number 08/04/15 Where Detailed Drafter Designer. REFERENCE RM RM Project Manager Professional of Record: Ark AM CS ® Revision No. Sheet No: Referenced Drawing 0 T-2 N N N \ \ \ LEGAL DESCRIPTION I FGFND \ \ \ \ PARENT PARCEL BEING THE SOUTHERLY 220 • FOUND 5/8" IRON ROD WITH \ \ \ \ FEET OF EVEN WIDTH AS DESCRIBED IN BOOK 1-1/2"ALUMINUM CAP \ \ 810 AT PAGE 691. _C� • \ ♦ DEA CONTROL POINT SET(AS NOTED) }�•'_ • \\ \ \ \� EASEMENTS ® COMM TV JUNCTION BOX \5\W \ \ CO COMMUNICATION CABINET \ (UNLESS OTHERWISE NOTED) -- IN*M' \ \ \ \ \,, 1)MEMORANDUM OF GROUND LEASE BETWEEN O ELECTRIC VAULT • pTl \\ / \ PORTLAND GENERAL ELECTRIC COMPANY AND • POST PGH II, INC, ASSIGNED TO PORTLAND rT c�F1\NG1CPA M K PGE 114132 \\ \ i GENERAL BROADBAND WIRELESS, LLC. O POWER POLE N F'�W0\N vi/500744 \ I9 TELEPHONE RISER N �c '4 w/DROPS \ N \ 1\ DOCUMENT N0. 2003-112575. A 51.1'BY PGE PORTLAND GENERAL ELECTRIC Oji � `QZ vNE N. SOWN NO CONDUCTOR ATTACHMENT ELEV 190.31' \\• \\ \ \\ \�Ti \ PARCELIONS SHOWN HE NAOL EASEME2a2' LEASE PARCEL SHOWN O E LEASE W/Z WITH W O j G \ \ SET HUB w/MAG NAIL DESCRIPTION INDICATING THE INTENT FOR --— RIGHT-OF-WAY UNE >Q w- CREATION OF THE FENCED AREA -- -— CENTERLINE CC Cf Aillis \\ 7\� \\ Pew 910A...,•445938 W \� \\ \ -5 g- 2)LEAGASE ASSIGNMENT IO LC. PROPERTY LINE W Z iloo O EDGE OF GRAVEL • (� \ O`er M�\ F.:Ck S� G.} MASTER INVESTMENTS. LLC, BLUE LINE EDGE OF PAVEMENT !, \ \ j uplE �'RPy 9NFCF�• JB \ `' ASSOCIATES. LLC AND GOLDENSTATE x 8 FENCE (AS NOTED) U 111 W 0 C) SCALE AAy . \ N N0 GtlJ G� ) TOWERS, LLC. DOCUMENT NO. 2004-117003. —0E— — — OVERHEAD POWER UNE �Q a 10 0 5 10 20 _\ $. WO :B-" \ RECORD INFORMATION FOR LEASE AREA Afi�- •- \ N ACCESS EASEMENT PER 13 >> 68� /' \ \ DOCUMENT NO 2004-11703 ��" 10 (1250 S.F), UTILITY AND ACCESS Z(n S ma mm ms =mama H \ SET HUB W/TACK �\ EASEMENTS. THE LEASE AREA DESCRIBED IN NOTES '` t H ( FEET) \ W HG SET HUB W/MAG NAIL U (n< \ \ \ THIS DOCUMENT OF 25.00' X 50.00'DOES 1. TITLE INFORMATION PROVIDED AT THE 0 in - THIS INCH=10 FT. /x.. x - - \ •� • NOT MATCH THE ORIGINAL INTENT AND X x � \ " •\ \ WOULD PLACE THE ORIGINAL FENCED AREA TIME OF SURVEY WAS COMPLETED BY W CM M \ \ 4 CHICAGO TITLE COMPANY OF OREGON TO: co 0 - �� 1 1 \\ \a \ • 4,,,6'42 \101 OUTSIDE OF THE LEASE AREA. ACOM Ln W • ATTN: TAMMY HAMILTON W(/) I. \ X00 E 12 �� 1125 SE CLATSOP \$- Tf+ • \ \�\ \\ N 11'Z SET Hub w/MPG NAIL CS: 339+86.80 $ TOP OF PORTLAND OR, 97202 O� • v` \°° TITLE NUMBER: 4 725145162700T0-CTOR $ �_ \ \ LIGHTNING ROD POR-CASCADE - �, `\ \ ELEV 305.45' F - $ \\\\\\\\ DATED: MAY 11, 2014 TOP OF • •\ TOP OF ANTENNA \oAS \ ` N MONOPOLE VESTING INFORMATION. ,1/ M6 W '\ \ \ ELEV 298.26' f ELEV 300.53' PORTLAND GENERAL ELECTRIC. AN \• ` 5 eWSS t\\, \\\\ �0 W5ja\ \ 100 0 SOLE100 OREGON CORPORATION \ 2 FIELD wORK CONDUCTED IN MAY 2014 '--"4.--/t 87\";:\,e / \ 100 ( FEET ) I 3. BASIS OF BEARING: OREGON STATE 5 7295'• w 25.10'• • \ \ ` \ s oa\ 1 INCH=700 FT. (NA()8300RDINATE SYSTEM, NORTH ZONE 1 \\ CATWALKS /�Y, \ \\ 4. SURFACE UTILITIES SHOWN ONLY. POWER CABINET ' x"' "; - 4 % \ \ W/METER • \!\\ - n \ N S - \ \ 1 :‘,...!. .„.0 C C POWER CABINET ` ` \\, \ / \ %.,. _ :-.1,1/41‘ . % • ` N\N 8J�2'S9-W aJ.87' /....3.c_ \ \\ I ' �.� - © • 5 1718'34-E 10.94' / PGE 114133 \ \ \ V2/500721 \ \ �^\\ , ,e/�� '� COMM CABINET,SE) \\ • 10P 225.81• \\\ �G \ \ (\ I (NOT IN USE "It 72;7- • CONC PAD W/ ^\�\ 3 J9.N' \ kr \ \\ POwLR CABINET ,� \ V \\ \ \ \ S 06'J]'Ol-W 10.00' \ _ y� MONOPOLE \\ ) • POWER METERS % \/ \ �T \ TOP OF STRUCTURE ELEV 298.26' I "' (` \ 1, O LIGHTNING ROD ELEV 30545' / - (3) USE BOXES \ O = . AND POWER METER \ 0 X. TOP ANTENNA ELEV 30053' o \ UTILITY EASEMENT PER \' - Z W N �• -/ .\ • /-. -\ \ DOCUMENT N0.2004-11703 \ TL \ TOP OF 2 - \ 0 \\ �y CONCRETE PAD Q � S 171034'E 51.10' CATWALK - \ \ 190,-_____\ \\ G(n \\ ELEV 181.43• Q Z o illk CONS\ - " \ \ 7 ' m PADS _ ®*\'�/y/ \ \ \ \ 4 �� FII `m— \\\)�- SET HUB W/1001\. 1\ \\ \ 7-SET HUB w/WAG NAIL MONOPOLE DETAIL SITE INFORMATION O n ,4 I g \ ,<,,0 )� N NOT TO SCALE TAX LOT NUMBER: 1S1W35BB - 00300 N 72135.31.E 25.20' • �\-_ \ & P°;,95 P' %. \\ \ SITE ADDRESS: P \ 10185 SW CASCADE Ft=1 r -__ y • \ \ F \\ .-.t.__ _ I. TIGARD.OR 97223 �'� \ i� \ �,� `"'mac-.--r " i �:1—.111--,-."r Y( WASHINGTON COUNTY i\ \ q•' \ B \ l \ Nit LOCATION j r'• •; I j i I7\ WATER 9!. \ Llilf^ 1,z�,1 ,1 ry 11 ,f,� 14, METER \\ TOTAL LOT AREA 90,066 50. FT. f• E' —'"�= r4 - � _4,-_, 2.07 ACRES t t'..7'::w9(.::.c--��i" „"• "�',;' L _w..M, 1 .nw_ >_r`.:;�7T T PORTLAND GENERAL ELECTRIC COMPANY s\ • \ t \ "" \\ 'w».�v tn4 .lez' ''" i-'�ann�_ 7 � '�, + 4,z,,,=„• PROJECT AREA: LEASE AREA 12503 sq.Ft. ( 2 ) fS T`FT,{1 C-'tl�:+c "ir :41_ „J _ I ' I REVISIONS: APPD. POWER CABINET V, E�)ltd^ �\.'�[�� a1QYj .i' r ._- 1�M.T: iy _ I -1 vk- ' \ ^- 'f'.\,--,-, ` .. '.'M DI .i I tel )-% ` nr+. ,zat Iti - J'`'%' LATITUDE/LONGITUDE POSITION\ ' ` n^` Ly a'i 1 r"----p'' -' ( `7„S� d y HORIZONTAL REFERENCE DATUM: u \ �� \ I' { z, - 0 J �JJ` NAD 83 HORIZONTAL ANTENNA POSITION: i /• ,.\ t ' - 1 ) S'- _ a,r.;,1:4 7 , LATITUDE' 45'26'47.50-N f w/DROP-� \ r - ' ti- r'///I y��':3"m.•• "'="^` LONGITUDE: 122'4700.60w --— �, O % 0`', 7\+""/'17 15;'14 4r VERTICAL RE FERNCE DATUM: m •X s \ i \\ '°, !7a' 444x:-...-.11 t 11 'Lr •. I ^ \i ., ,,,-,..!,:_..........".,4,t ,ra' y" NAVD 88 GROUND ELEVATION AT _ ,$ 'f, j \jig 't }„-,-4.'' .wFs , ' BASE OF EXISTING TOWER: 181.43 FEET _ \ \ •\ \'' ,fi-� \ �1'7�n%h+: -. -"Y } t, • -,,,,,X,,--1.il •'7Fyi-,- ..°+ w'''t ) 111- STRUCTURE: 300.5 ATION OF TRANSMISSION \• Opp :L..35Y(; . pima I I T '�(``( LIGHTNING ROD: 305.5 FEET x $ •� \ ` A ( 1 y TOP OF TOWER STRUCTURE: 298.3 FEET \ \ 1y_� -T - (- l _ .T, •_ \• , �.• • •q 1 JJJ DATE: MAY 21, 2014 \'\\ \-/ kms.,.a••7}'::‘,,.%:::. 0 ' i y`.SI�_ (DERIVED FROM GEOID 12A) DESIGN: FDA `- - - 4,., . \ _ .\ • -- '\\ ' < � "7^' SURVEY REFERENCE DRAWN. ASI p • - - _ _ . _\ I _ 1 ._'{ :`" \:::.� _'lwtitir,.,4 REVISION NST \ ` / STE LOCATION \, \\t • _ I`— THIS PLAN DOES NOT REPRESENT A '" ?;-• BOUNDARY SURVEY. SUBJECT AND ADJACENT A, BILLBOARD TOP 1 .4•,.,-.71,,,,, \z�\ _T PROPERTY LINES ARE DEPICTED USING FOUND NUMBER: I "1 \•' MONUMENTATION AND RECORD INFORMATION - E a _ _ _ ,. \� ELEV 245]9' I -- ',N RECORD DATA USED WAS SURVEY NUMBER n.' \/ 1 :, },� \j\` SCALE:1-= 10' i"" 1 } 7),n�� 10737, WASHINGTON COUNTY SURVEY - - .::,•- •'---'-,1;,.;i ..•...,. ..-'eta- RECORDS. - -m - O'�0 x.,--' - 3 e` �� "- _ PROJECT NUMBER: - �`e - 1l i.. . I - _ UNDERGROUND UTILITY CAUTION ACOM0000-0001 m - _ _ • \ I_ - _ UNDERGROUND UTILITIES EXISTING IN THE AREA m 1 ♦2 AND UTILITY INFORMATION SHOWN MAY BE Sv" DRAWING FILE: 1 INCOMPLETE. STATE LAW REQUIRES THAT THE _ E ,` - CONTRACTOR CONTACT THE ONE-CALL UTILITY 003 ACOM0001 Cascade TZ•2\ 1t"r LOCATE SERVICE AT LEAST 48 HOURS BEFORE Ar N - ,- ,•'0,,t.2 --,........4-4-7,,,:,-,.'k" STARTING ANY CONSTRUCTION. SHEET N0. £''c j" ::m ' i ¢ �"S/f 18111FS:32 2344 )_�-VICI_NITY'MAPA , ' •A -'1 - ' /�-� 1 B BILLBOARD TOP ,=NOT TO SCALE . n� a� - 1 ELEV 245.38' i - -1°r----- '8. , .'" -J."`-T'.8 OF 1 T3!m I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR I OMISSIONS NO VARIATIONS OR MODIFICATIONS TO SSO SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS SSUEV1SUO THIS DRAWING ARE SUPERSEDED BV THE LATEST REVISION ElA ES E SION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ICOM CORPORATION ........................... . ................ ........... ............................ ................................... , .•.•••••••••••••.••••••••.............. ADJACENT PROPERTY , imisigiiimilt ,‘ /- \ ....••••.••••••••••••••••••••••.. ...,...,:.,::::;:;.,;.:,_.,:::;.,,...,:::::::.:..,....:;,;.,:.,...,.,..,;.,,.:,...„.,..„.:a,...:: \ APN:R1262920 ................................ -A ........ . ... 1 M \ ZONING: UC / M. C ` I _ ' \ _ /" \ V A crjiI0 rI / ,..5,•OR 5N782D GREG\ ' \ t VE • 9 v / \ T ti - R I\ \ -, OF 0 n \ \ No Date Revision I \ TC L A 02/25/15 90%PZD REVIEW SET L CNN a B 04/14/15 ISSUED FOR ZONING Z 0• I\ \ G C 05/15/15 100%CD REVIEW SET m Z 0 08/04/15 100%FINAL ADJACENT PROPERTY i 00 LCD SET APN:R2179984 \ `_, nj ZONING:MUC 1 z Q \ 3 \ m Z f •.0,== N� - \ Client: 2\ O\ \ \: VW ..rt. ....1...„....---s 85 s 9 3 i i El r N �R � s \ 4`1 G R � - erg n • wireless E � . � eles s P s� L O E- .TIN R � 6 P � R . N. m \ ` b \'a �'� - \U` \ \ Implementation Team: EXISTING 116' - ".•••-�� .:---:.........:.:......-. /�✓ ter. \ :> :<> `.>i7:-'tip:':> <: `s<::>'s;. �'"- MONOPOLE -_`'A!*:• I \ \ EXISTING 6'-0" \ HIGH C.L.FENCE ''.111'1_, -- # •:�. _�\ <,..\4_ T\\ \ \ CASTLE \ G \ • \ ___a--% EXISTING WIRELESS— •� •�\ •\q\ \ r COMPOUND • L•• - \ 'P 0 \ Oq \ \ t NEW VZW d'-0" C� • p, WIDE MAN-GATE \l• \ A8E Team: 1 % �. 1 s 4 ,______--,,.,.s.,` i \ EXISTING UTILITY V- \,, E \m :„.:::.,.:.:„,..„.:,:,:.,,,„„.:,.:::::::,..,:„..„).:::::,.:,:„.,,,:,...,„:::: .‘SUBSTATIONV1• \ x .‘ ".„......,.....,:.....:....:::.:.:.:.:::::„.....,„....:,..,:::.:,. l N� a \ CONSULTING INC. O SUBJECT PROPERTY ./ -0` TAX LOT:1S135BB00300 • / \ pt ZONING:MUC • • I \ Project Into: �'� `'-�-� \ POR ,\ i • CASCADE Zm /=-=''''. \ \ 10185 SW CASCADE '\ i/6421 • TIGARD,OR 97223 r\ /•P OP Rte! -•'�'/` .00.- �S•j\1,G R .\ Drawing Title. r ��,� \ PROPOSED ..-/�- • \ SITE PLAN .... Project Number. 08/0 1 \✓ ADJACENT PROPERTY 08/04/15 APN:R0273162 `\ N Drafter. •Designer ZONING:MEU-2 `\ RM RM /11 Project Manager - Professional of Record. AM CS \ Revision No: Sheet No. • 0 A-0 2234-SCALE:1-=30'-0 PROPOSED SITE PLAN 1 - 11'k1SCALE:1'=60'-0' 30 T ' 1�' 30' I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL I DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORE SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WAREN APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION I EXISTING 6'-0" HIGH C.L.FENCE I RED AR- C'''$' / EXISTING FENCED COMPOUND X ' M• -VEYCn EXISTING • 6''t / - Tti- •oR AND.ORE+ 9��OF Ogg' s'—z==xx=:=x\x—x x—x x—x—x—x—x—T--x—/MANGATE — - j No. Date Revision 1 EXISTING CARRIER / 12 2 i PROPOSED A 02/25/15 90%PZD REVIEW SET UTILITY H-FRAME " / 111 VERIZON WIRELESS I I , ,' CONCRETE EQUIP B 04/14/15 ISSUED FOR ZONING I- / / PAD / C 05/15/15 100%CD REVIEW SET EXISTING CARRIER EQUIPMENT/LEASE NEW CONC NEW CONC 0 08/04/15 100%FINAL CD SET I ( AREA / PAD PAD / 1 EXISTING CARRIER to EQUIPMENT 2 - - N EXISTING CROtNN —f I i _ ty-tffrEpfa CASTLE 116' 3 - EXISTING CARRIER I MONOPOLE ICE BRIDGE EXISTING CARRIER client. 1 EQUIPMENT Ii II \ NEW VZW 24"ICE BRID • ' 10,_0„ 12,_6 •RAYCAPSURGESUPPRESJ \\ • ver► wireless PROPOSED FUTURERF MOUNTED TO UNISTRUT(fYP1 ` CABINET 't - OF 4) / A 1" p 0 'i __ `N i a 1 l Implementation Team: o W ,0., _ - \ --- L--- o - " \ _r - j_ \ \ i� ` 1�- EXISTING 6'-0" --- -- uw- NEW VZW GPS 'i -=-�� ( HIGH C.L.FENCE • 'H PROPOSED f ` CROWN FUTURE RF Z ANTENNA ; 1 t POWER x - \ •-- , CASTLE d \ CABINET \ 1 CABINET I EXISTING UTILITY w \ w ¢ 1 IV - ` ,;,_1'%_,' 'f v 1— H-FRAME w Nd 0 �.�. - J,• • zca — �� 1 0 ,w a_ ry w w .: --'- nr- — cr O U - w - \ (T+.- -4' \ 1 w 1 t A&E Team: CO >cc II `\ .:,;.. .1.-2!-/-,L,---� NEWVZWATS >v / w 0 _ W 3"i.: PROPOSED/ i, (\(•�) ': �tr I — EXISTING 200A "` RF p m :-_ ;'a s' 1 II• POWER METER CABINET / A� L a w \y. I NEW VZW SAFETY \ O IS _o-i.-v:..- ,:,_ NEW VZW EQUIP. N "=-• o-=r..., ..... .=.----- - CABINETS-TYP. I ' K CAB •• �_ I I - - _: Y r-__i o\ ` CONSULTING INC W 9 • '`e, I > �F, • 1 NEW VZW FIBER _ I I / %s� (r=- I I ' / I I - i' rq \ ;III r='•..j,j —. ..•':;1 CAB ..1 FUTURE RF - Project Info: 1 OO P 1 j / EXISTING UTILITY CABINET L /' POR O H-FRAME \ 1CASCADE EXISTING I- L \ , = --+�=14-------� - - ,. 10185 SW CASCADE '-111--10,1-18 CONCRETE SLAB I TIGARD•OR 97223 N- q 1 NEW VZW 1 TO BE REMOVED II IN-----------:--. � ��II v st GENERATOR LI J EXISTING CONC.PAD TO 8'-0" 0'a L-�-r.�� \ BE REMOVED ,}I' PROVIDE PLACARD ON DIESEL TANK PER 1 o� _R a—� \ NFPA 704(HEALTH=1,FLAMABILITY=2, Drawing Trtle \ \ \ '-\ - .� ___ _— --.— INSTABILITY-0)VERIFY WITH MSDS 3'-6" 8'-0" wisp:• �� PROVIDED BY VERIZON WIRELESS / / PROPOSED NEW VZW 4'-0" •.� COMPOUND PLAN WIDE MAN-GATE 4 � •��i lois PROPOSED VERIZON WIRELESS SINGLE / PROPOSED VERIZON WIRELESS LEASE AREA / �`�7•,I�- 4 "1" ,/i-, -"' GENERATOR-AND DEPARTMENT OF v % : ySIDED 30kW EMERGENCY BACKUP DIESEL e. M,41'�-�� %____ � ENVIRONMENTAL PROTECTION APPROVED ,, _ %y/ SUB-BASE DOUBLE WALLED 210 GALLON Protect Number Dale: I 1,-Z---EXISTING 6'-0" -�-' �A_ DIESEL TANK-REFER TO MANUFACTURERS 08/04/15 HIGH C.L.FENCEA SPECS FOR INSTALLATION INSTRUCTIONS. N \ Drafter. Designer SEE NOTES ON THIS SHEET RM RM E^L ap„:LA�,- A•N ��N Project Manager ^Professional of Recons �,[1111c.�1U��-int�1T1� AM _CS IRevision No. Sheet No: 0 A-1 22'034'SCALE.3/8"116"-I- Illi PROPOSED COMPOUND PLAN 1 , 11'x17''SCALE'3/16'=1'-0' 2' 1' 0' 2' • DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO NORM SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRNARNGS MID SPECIFICATIONS REMAIN THE PROPERTY OF ACOM .. CORPORATIONNOTE - NO WORK SHALL COMMENCE WITHOUT THE I • APPROVED STRUCTURAL TOWER/ANTENNA MOUNT ANALYSIS PROVIDED BY CROWN CASTLE.THE CONTRACTOR SHALL REVIEW ,�1 nn(.' THE APPROVED CROWN CASTLE TOWER FY- `A'T STRUCTURAL ANALYSIS AND MODIFY,IF 1 .'�,. REQUIRED,ANY APPLICABLE TOWER C'-'., T.MB VEv Cn MEMBERS OR APPURTENANCE PRIOR TO (K Ili ,-3 INSTALLATION OF ANTENNAS AND COAX CABLES(REFER TO TOWER UPGRADE OR AND GREG DESIGN BY BAT GROUP DATED 04/08/15 FOR TOP OF LIGHTNING ROD TOP OF LIGHTNING ROD ,` - 5262 124'-0"AGL Z TOWER MODIFICATION DETAILS 124'-0"AGL 1' '7,7,,, H OF ORS' - (�'1I TOP OF EXISTING MONOPOLE _ S TOP OF EXISTING MONOPOLE .�a •El c- 116'-0"AGL V7i I 1 116'-0"AGL EXISTING CARRIER I �EAXISTING CARRIER No. Date Revision • ��ANTENNA ARRAY yy ✓ ANTENNA ARRAY _j '_ (CRICKET) _i '._ (CRICKET) A 02/25/15 90%PZD REVIEW SET B 04/14/15 ISSUED FOR ZONING C 05/15/15 100%CD REVIEW SET —EXISTING CARRIER _ —EXISTING CARRIER / ANTENNA ARRAY ANTENNA ARRAY 0 08/04/15 100%FINAL CD SET (T-MOBILE) - 1` (T-MOBILE) • 1 2 ' ' z-EXISTING CARRIER ` • ,-EXISTING CARRIER - i ANTENNA ARRAY / ANTENNA ARRAY / (CLEARWIRE) I / (CLEARWRE) -3 I" '' PROPOSED VERIZON WIRELESS 'I / 4 RAYCAP SPLITTER/SURGE Client: SUPPRESSOR MOUNTED TO MONOPOLE [1 ��I I (TYP OF 4) II III PROPOSED VERIZON WIRELESS RRU/RRUA2 UNITS TOP OF PROPOSED VERIZON MOUNTED TO PROPOSED ANTENNA MOUNT(TYP [I - WIRELESS PANEL ANTENNAS S OF 16-12 PROPOSED;4 FUTURE) 7 79'-1"AGL ((¶¶ J q IIIHI I'll WLE IRESSPANEEANTE NAS 11. `f ,1-AGL ver��wireless 1I L7T ;111 AIN ° ■t: [IIS ''�'_ til. ( Implementation Team II.I" FUTURE VERIZON WIRELESS RRU/RRUA2 UNIT(TYP OF 4,1 • i PER SECTOR @ 700MHz) PROPOSED VERIZON WIRELESS s PROPOSED VERIZON WIRELESS CROWN ANTENNA MOUNT(VW HANDRAILS) ! PANEL ANTENNA(TYP OF 16,4au": b PER SECTOR) CASTLE i ■ ■ I ■ i 1 A&E Team 1 i ■ .-EXISTING CROWN 4 —EXISTING CROWN ((IeI) CASTLE 116'-0' - I CASTLE 116,0" MONOPOLE MONOPOLE • CONSULTING INC. ■ I PROPOSED VERIZON WIRELESS Pmjed Info: PROPOSED VERIZON WIRELESS CONCRETE 7 HYBRID CABLES MOUNTED ON POR EXTERIOR OF POLE 14W COAX PAD MOUNTED EQUIPMENT CABINETS(TYP HANGERS 8 STAINLESS STEEL BANDS CASCADE OF 6)(BEHIND EXISTING FENCE) (TYP OF 4 HYBRID LINES) 10185 SW CASCADE PROPOSED VERIZON TIGARD,OR 97223 WIRELESS ICE BRIDGE - • WITH(4)HYBRID CABLES Drawing Title: PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS EXISTING CARRIER EXISTING & SINGLE SIDED 30kW EMERGENCY GPS ANTENNA MOUNTED TO / EQUIPMENT BEHIND /-EXISTING CARRIER EQUIPMENT BEHIND BACKUP DIESEL GENERATOR PROPOSED ICE-BRIDGE LEG / FENCE PROPOSED FENCE / ELEVATIONS EXISTING 6'-0'CHAIN LINK / EXISTING 6,0"CHAIN LINK / FENCE W/BARBED WIRE ELEVATIONS FENCE W/BARBED WIRE '‘,,, i __ / ao='5, a'557..=_-'5, ='='5, - .. s.,„,,-,, _ _� '15,------ -25w..1—=_-'55,-, ,.----- --'5,--,,,\- '55,ir? -a�— i_a'=.-= =a i ;; • rYk"i :H` �, ' :L: Number. D8j04�5 >°' .» .:.F . . .> : y,yF.:a . ,, . . . ,+sl>sx>.,4xa...,:a..>:e >:,;.e.Fa<: r,.,bxe: .e.<aa > . .3: •, °� „ Designer..e;?>,:n:,.v,...?:e:A°>:F......<a.:::S?NOM :fie y>.�`��°tr.,w 9 EXISTING GRADE • =;.<;x.?o>,..:.un .,no. EXISTING GRADE ,x<u«,>, ..,,. a .�:,. ,.�s.�x,. MOM „ .,. .. ,o.:.o.�a?� sr 0'-0”AGL .... .. Y 0'-0•AGL EMS ... .. RM RM Projed Manager Professional of Record: AM CS Revision No: Sheet No 0 A-2 22'k34"SCALE:,/6"=''-0" r-ti'= EXISTING ELEVATION 2 22 SCALE:3/8"=1'-0" f.... PROPOSED ELEVATION 1 11'17"SCALE:1/16"-1'-0" 8' 6' 4' 2' 0" 8' 11-x17-SCALE:3116'=1'-0" 2' 1' 0" 2' 1.7 t 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 O APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND NOTE: SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION.;, ALL ANTENNA AND COAX AMENIA CABLE TO BE FURNISHED BY GPS ANTENNA SUPPLIED BY . „/":___>.... VERZION WIRELESS AND VERIZON WIRELESS(ATTACH INSTALLED BY CONTRACTOR PER MANUFACTURERS I RECOMMENDATIONS ICE BRIDGE PIPE LEG VERIFY MOUNTING HEIGHT W/ ll © J i�VERIZON WIRELESS CM 1-1/4'STD PIPE HEIGHT AS REQUIRED ��ED �'i., 0 ,{�; OS ':� ANTENNA MOUNT I 1 MULTIPORPOSE •v�'� y4 T M/ VEY t _ �- ADJUSTABLE CLAMP LC ,,// / 7 , YLAT 4Ys 54 a ND.PREG. GPSANTENNA BY COAX CABLE 5/62 I 'N 9��'Or' OR'� s i © VERIZON WIRELESS *� (,.a; \ © PLAN ELEVATION No. Date Revision 111 A 02/25/15 90%PZD REVIEW SET TQP BET 8 04/14/15 ISSUED FOR ZONING �+�^¢L C 05/15/15 100%CD REVIEW SET 0 08/04/15 100%FINAL CD SET 22x34"SCALE:NOT TO SCALE GPS MOUNTING DETAIL 3 , 11'x17"SCALE:NOT TO SCALE - O 2 `'O // it 3 / © Client: ( O © NOTE: 6%' MOUNT RRUS12/A2 UNITS © "3C ANTENNA PIPE MOUNT NEAR ANTENNAS .0144,01,-,, �i verb wireless �` F-I RRUS72-A2 .�_ 4 • ry %/ MODULE Implementation Team: 0 01 MOUNTING PIPE ■ O 0 ElOR TOWER LEG RRUS12 UNIT 1 11 OOMENCROW N BOT Driffilaffir1 Il11111111111111M �I MI a:464,0 CASTLE RAYCAP SURGE TOP VIEW SUPPRESSOR I - (OVP) ifi -, ANTENNA MOUNTING A&E Team: a PIPE RRUS12 UNIT ((CC) PARTS: ' • ITEM DESCRIPTION __ MOUNTING m '1) LINKAGE ARM,INNER �,• CONSULTING INC. uBRACKET,ANTI-ROT,TOP 1 USTRAP,POLE MOUNT7 HARDWARE - I ill _ � Project Info: 1._: LINKAGE,6MECHDEG,OUTER � •'��• �• —I- POR BRACKET TOP MOUNT,CELLULAR PANEL -- CASCADE... i.r=•101—_ •-j'6> BRACKET BOTTOM MOUNT,CELLULAR PANEL 10185 SW CASCADE ��--�� ^�I (/�) 1�I TIGARD,OR 97223 V BRACKET,SLIDER,6 DEG TILT (��D �vVJ O q - _ 48) BOLT HEX,HD U (�) I —1- II .. Drawing Title: 49) NUT,PLAIN HEX `J 44 BOLT,HEX HD F BRACM MOUNTING OVP CKET MOUNTING CKET CONSTRUCTION IC tb. f) FLAT WASHER DETAILS ,r�' SPLIT WASHER MODULE PIPE -I Project Number Date: ( SIDE VIEW 05/04/15 FRONT VIEW SIDE VIEW Drafter Designer. RM RM Project Manager. Professional of Record: AM CS OVP MOUNTING DETAILS RRU MOUNTING DETAILS Revision No: Sheet No: 0 A-3 2204'SCALE:NOT TO SCALE MECHANICAL TILT MOUNTING DETAIL 2 221134'SCALE:NOT TO SCALE RRU & OVP MOUNTING DETAILS 1 11'x17-SCALE'NOT TO SCALE 11N17"SCALE:NOT TO SCALE • DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR B2740'7/ OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK B 2/ PARTS LIST O SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRANANG ARE MARK DESCRIPTION OTY SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS ANO - 107689 CLIP ANGLE L CORPORATION SPECIFICATIONS REMAIN THE PROPERTY OF PCOM 108129 BACKING PLATE 4 - 97613 BACKING PLATE L TYP.16 PLACES _ 107662 MOUNTING PLATE 4 I. 107639 PLATE 8 1<• 107671 PLATE 8108118 107672 GRATING 2 2 3/8 00 TYP 107673 GRATING 2 TYP ail. i D VC��.a 107638 ANGLE, 14 4' L I -• -- -• - 107643 ANGLE,9 2' 4 //f 107670 ANGLE.61' 4 / V /i /•vEYa IJ MOUNTING PIPES ARE NOT • ,,I/A 107640 PLATFORM ARM 94' 4 1108119 4/540,GREG Tr PART OF KIT,THEY MUST • BE ORDERED SEPARATELY, 8282 HARDWARE LIST �� SYM OTY DESCRIPTION 1� 610 16 5/80 X 2 1/2 A325 BOLT.NUT,8 L W 9�i OF ICY?' FW 48 3/80 FLATWASHER +r -• ..... -- >T : 1 J7 106 5/80 X 1 3/4 G5 BOLT,NUT,&L W J32 24 5/80 X 8 GS BOLT.NUT.8 L W P7 48 3/80 X 1 3/4 SOCKET HEAD BOLT,NUT, ELEVATION PLATFORM P/N 1076381 AND LOCKWASHER REFERENCE DRAWING=C-107637 No Date Revision UB1 32 1/2 X 2 1/2 X 4 U-BOLT,F W,L W 8 NUT I82740 PLATFORM-14'SEPARATION) Z 48 GRATING CLIP A 02/25/15 90%PZD REVIEW SET TOTAL WT - ?750u B 04/14/15 ISSUED FOR ZONING C 05/15/15 100%CD REVIEW SET 0 08/04/15 100%FINAL CD SET 1 - - 2 - - SEE GRATING 3 ©TYP -•CONN.DETAIL EMU 4;11) 107672 0 © Client: 1 lirGRATING GRATING 07638 107670 rI� II I 644 TYP. Ill `1` \o, I CD TYP 8 PLACES IIII,�IGRATING CONN. DETAIL 107640 3_1_0veriVilwireless ' ® fir y 108129 ECM SECTION A A Implementation Team: I TYPICAL DETAIL "Y" _ TYPICAL 0 4. CROWN 107689• 11111 11076401CdC: CASTLE 1107689 EIMIll .7 1076381 107665 0 p SEE DETAIL 'Y' SECTION B-B - TYPICAL A8E Team 1 )♦'Not.Alllll Ill ..=___—= _ SHOWN WITHOUT (// a .1.1 III IIII I g=====.:=--,,,..., 09)) EivAm l II II 1._----I�rr— GRATING FOR Y.i�•�`UI.dilliTink 11 I CLARITY 107638 L11fl�M=o =oma , 1�mll' IIII �� U , '® CONSULTING INC. NOTES: '-1Il11mu1m■I ' ' 1.311 .IA�mIIMII. n I 107670 1 PLATFORM WILL SUPPORT 2-5 IAD10010A r ANTENNAS® 14'MAX SEPARATION GRATING iiIruAnIN • s� 0 TYP - PER FACE U-BOLTS ARE PROVIDED ,11010IMI AI■ • 107643 Project Info: 1 FOR 4 ANTENNAS PER FACE lA� � 1111. SEE DETAIL 'Z' 11 i.IlA�l,l lllil (11.1MD\\I . POR CASCADE oa •.m1u■IOA IN■ �.2 2 3/80 MOUNTING PIPES AND ;I IIII p��■ 10185 SW CASCADE OUAD-BRACKETS ARE NOT PART OF nl�MIMIN 107639 - THE KIT THEY MUST BE ORDERED I■00101■1W■I 1l 1W W1■Iu1u1■ / TIGARD,OR 97223 SEPARATELY iJh•AO1■u11u1■ DETAIL "Z" •1A1h�III�m1m■ �. �� i ' � N AOA001y,�A uul a I: mu mIlOh+O••0■ L 1'- T-0' TYPICAL Drawing Title: — •��°"I ANTENNA •Aa■mm■uA.. r •- H MIMI l�l Iw°1WIMU• MOUNT •Amami Ii1 IIII i , A■AANAOIII■1, •umunummim■1 , O11ur11111NI AI■mlm■uAm-. `7A0■AAm101W0 OUTSIDE HANDRAIL LAYOUT B-108120 4 AO■NIOIOAurI,=-_•- =s =sr e.•"�AILIMMII DETAILS �O la.l/__= _=� =h 1■1101101 •AO11■A4r" All,_ _S^c�B----2 CONCRETE: I DO NOT ONS DRAWINGS CONTRACTOR MUST VERIFY ALL 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318. A BUILDING CODE 18.CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR REQUIREMENTS FOR REINFORCED CONCRETE ' AND TO THE PROJECT DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. CONTRACTOR SHALL VERIFY NOTE: - OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SPECIFICATIONS. ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS AND EQUIPMENT PADS ALL ANTENNA AND COAX ANTENNA SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN WITH THE ELECTRICAL OPENINGS AND EQUIPMENT DETAIL AND SHOP DRAWINGS. SUPERSEDROVAL.ALLPREE LATEOUS ST RESSION.AL Of THIS DRAWINGS ARE GPS ANTENNA CABLE TO BE FURNISHED BY 3-1/2'0 SCA 40 HOT DIPPED SUPERSEDED BY THE LATEST RENGION.ALL DRANINGS AND 2. UNLESS OTHERWISE NOTED. ALL CONCRETE SHALL DEVELOP A MINIMUM IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL SUPPLIED BY vERZION WIRELESS AND GALVANIZED PIPE SPECIFICATIONS REMAIN THE PROPERTY OF ACOM COMPRESSIVE STRENGTH OF 4000 PSI IN U.O.N. OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. coRPORAnoN VERIZON WIRELESS INSTALLED BY CONTRACTOR - 3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF REINFORCING STEEL: VERIFY MOUNTING HEIGHT W/ • CONCRETE IN ACCORDANCE WITH ACI 211, " PROPORTIONING CONCRETE VERIZON WIRELESS CM MIXTURES AND ACI 301, ' SPECIFICATIONS FOR STRUCTURAL CONCRETE. 1. REINFORCING BARS: ASTM A625, GRADE 60, DEFORMED BARS. PLAN GPS ANTENNA SUPPLIED BY GRADE 2. WELDED WIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. VERIZON WIRELESS(ATTACH .geee�,r.sw 4. READY-MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. - -. - -m-- e--+�a:3=na,- FLED AIS VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. PER MANUFACTURERS H v.� creyeyes • jrv2y Z;ssyew.- �'�, 5. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP RECOMMENDATIONS ICE BRIDGE PIPE LEG '//,\/ / �,‘ 1 ,A 5. OF 4 INCHES. MAXIMUM AGGREGATE SIZE 3/4 INCH. 3. REINFORCING STEEL TO BE DETAILED, FABRICATED. BENT AND PLACED ��/ •°, °a ��\�/ LV- •• T_M,,,VES.Cn IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND 1-1/4'STD PIPE \/X /y, ACI 315. HEIGHT AS REQUIRED L *ti 7 6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. _ . OR/ANO.OTEc. 4. SUBMIT SHOP DRAWINGS FOR FABRICATION. BENDING AND PLACEMENT I ° ;n s - 7. DO NOT USE CHLORIDE-CONTAINING ADMIXTURES. OF ALL CONCRETE AND MASONRY REINFORCING STEEL SHOW ALL • ANTENNA MOUNT ' MULTIPORPOSE ° 18"0 CONCRETE BASE H7. (.' 8. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. WALLS AND BEAMS IN FULL ELEVATION. �,!_!�' ADJUSTABLE CLAMP o OF OOR e .1 9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR S. THE CONTRACTOR SHALL FABRICATESALL REINFORCEMENTRAND FURNISH I ' CONCRETE COVER: ALL SSA ACCESSORIES, URE THE CHAIRS,FOSPACER BARS AND SUPPORTS COVER. NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED COAX CABLE INCHES OTHERWISE. Num No Date Revision CONCRETE CAST AGAINST AND 6. WHERE INDICATED, REINFORCING BARS SHALL BE WELDED IN PERMANENTLY EXPOSED TO EARTH 3 ACCORDANCE WITH AWS D1.4 "STRUCTURAL WELDING CODE - A 02/25/15 90%PZD REVIEW SET <D CONCRETE EXPOSED TO EARTH OR REINFORCING STEEL ELEVATION - WEATHER: 7. IN REINFORCED MASONRY WALLS. COLUMNS AND BEAMS, REINFORCING I 18„ I B 04/14/15 ISSUED FOR ZONING #6 THROUGH #18 BARS 2 SHALL BE HELD IN PLACE WITH "DUR-O-WALL' REBAR POSITIONERS, x X ;ES BAR OR SMALLER 1 1/2 OR APPROVED EQUAL, PRIOR TO GROUTING. C 05/15/15 100%CD REVIEW SET CONCRETE NOT EXPOSED TO WEATHER • 8. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, 0 08/04/15 100%FINAL CD SET OR IN CONTACT WITH GROUND: PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO 22Y34"SCALE:NOT TO SCALE 2Yk34'SCALE NOT TO SCALE SLABS AND WALLS PRINCIPAL REINFORCEMENT. trotTSCALE:NOTTOSCALE GPS ANTENNA 5 22034-SCALE NOT TO SCALE CONCRETE DETAIL 4 1 114 AND #18 BARS 1 1/2- #11 BAR AND SMALLER 1 LAP SPUCES:. 2 COLUMNS PRIMARY REINFORCEMENT, a) SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR APPROVAL. 3 TIES, STIRRUPS, SPIRALS 1 1/2 b) CONCRETE: PROVIDE CLASS B TENSION LAP SPICES U.N.O. Client: I 10.UNLESS OTHERWISE NOTED, PROVIDE A MINIMUM BEARING LENGTH OF 4 INCHES c) MASONRY: LAP SPLICE BARS A MINIMUM OF 40 BAR DIAMETERS FOR ALL REINFORCED CONCRETE SLABS. U.N.O. 11. PROVIDE CHAMFERS. REVEALS. REGLETS, RECESSES AND THE LIKE AS SHOWN d) WELDED WIRE MESH - MINIMUM LAP 8 INCHES, MEASURED ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. BETWEEN OUTERMOST CROSS-WIRES OF EACH SHEET. 12.NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK OTHER 10.ENSURE THAT A MINIMUM OF 2 - /5 BARS ARE PROVIDED M THAN THOSE INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL CONTINUOUSLY AT ALL SLAB EDGES BY ADJUSTING BAR LENGTHS OR vertu wireless OF THE STRUCTURAL ENGINEER. PROVIDING ADDITIONAL TOP/BOTTOM EDGE BARS AS REQUIRED. 13. PROVIDE CAST-IN-PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DMSION 11.PROVIDE 1 - #5 NOSING BAR FOR ALL SILLS. LEDGES, CURBS. PADS M�' INCLUDING BUT NOT LIMITED TO: EQUIPMENT BASES. HOUSEKEEPING PADS, S AND STEPS UNLESS OTHERWISE INDICATED. 0 O G .� CURBS, PRS, UNDERGROUND DUCTBANKS. 8' ,I v' �`n�, Implementation Team: I FOUNDATIONS: .° 1 " ..w`�vw�o.,>�- 14. ALL FORMWORK OFFSET TOLERANCES (PER ACI 117) TO BE CLASS A 1. SHELTER: ALLOWABLE BEARING PRESSURE USED IN DESIGN 2000 PSF. �F ��_� 15. FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIED OVERALL MINIMUM VALUE 2. ABOVE PARAMETERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE VERIFIED \� OF FLATNESS Fr=25 WITH LOCAL MINIMUM Fr=17, AND MINIMUM VALUE OF BY SOIL ENGINEER IN WRITING TO ACOM CONSULTING PRIOR TO FABRICATION 3-1/2'0 SCH 40 HOT DIPPED ^�.^. +.:.��'� _ LEVELNESS FL=20 WITH LOCAL MINIMUM FL=15. MEASURE FL AND Fr WITHIN 72 AND CONSTRUCTION. .;c`w " y401111°.- CROWN GALVANIZED PIPE FOR ICE BRIDGE" HOURS OF SLAB CONSTRUCTION. _ �"�'M SUPPORT WITH END CAP -�y-'��y.� ` , DESIGN DATA 2010 OREGON STRUCTURAL SPECIALTY CODE y •'N"r;; .0-- 106. CASTLE 16. ALL EXPOSED EXTERNAL CORNERS OF CONCRETE TO BE TOOLED EDGE. UNLESS WIND SPEED: BO MPH "�.•y`...444"y..�`•�e"~' OTHERWISE NOTED. (3 SEC. GUST) • N4 M �iMrWr- � HOT DIPPED GALVANIZED STEEL GRATING EXPOSURE: B l�b --4411 by a .. 17. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR IMPORTANCE FACTOR= 1.00 �7s/" y��ti.`ywa„w ..iii FROM EQUIPMENT TO YONDER DRAWINGS FOR EMBEDDED ITEMS AND RECESSES. 'W`_ .'y„vw !'.• �` 22'k34'SCALE:NOT TO SCALE ��` �•' A&E Team: I 11'k1TSCALE.NOT TO SCALE CONCRETE AND REINFORCING NOTES 3 �� 41111 (((•)) X AS REQUIRED • ,,yy .�_ �BRIDGALV PIPE(OR ICE , ;;, BRIDGE POSTS)WITH TOP CAP RAYCAP OVPS(TYP OF 4) CONSULTING INC. 1- MOUNTED TO UNISTRUT - i 1 "Al}"GALV UNISTRUT ANCHORED TO PIPE WITH 3}' Z ® ® ® g ® Project Into: I I PA'�1 n /REOUIREO). GALV U-BOLTS(LENGHT AS - )I�= TSP - POR \ I� - ..,...i., ,-;-• - i!I! 1 it s1 1h'- se t7 3/4"LIQUIDTIGHT FLEXIBLE Co CASCADE fD b 7j _ - -S NONMETALLIC CONDUIT 10185 SW CASCADE i0 j, MT-- I_ W/MYERS HUBS END TIGARD,OR 97223 /0gi -_ __ " -'_ '` _ " �v_'- CONNECTIONS(TSP OF 12) io ® 8.03,77 NEMA 3R WIREWAY s J I L (B.LINEI8B72 GRT NK) 7 I ] 1$k1 g GALV UNISTRUT TO I Dravring T41e: iSUPPORTHYBRIDCABLES (HYBIRD CABLES NOT SHO(M4 a ICE BRIDGE SUPPORT isi N/ONMETALLCCONDUITLLl JCONSTRUCTION PIPE FOINDATION .. ;I-1 A� a� ,n C YEAS HNS(TSP ) _A a /N` CO CONNECTIONS OF 3) DETAILS ,/:/ I I Project Number. Date. ( \moi • 1 • L_,, f_,- ,.I •,//\///\\ I LOWER - ` - 08/04/15 GROUND BAR 48"DEEP x 18' Drafter. Designer: 48'DEEEP x 18"CONCRETE CONCRETE AUGER I• RM RM TSP. '1 :; -AUGER(TSP) L J I Protect Manager. Professional of Retold: AM CS 1 T Revision No. Sheet No: 0 A-4 22k34'SCALE:NOT TO SCALE RAYCAP MOUNTING DETAILS 22-x34•SCALE:NOT TO SCALE ICE BRIDGE DETAIL 1 - „NIT SCALE.NOT TO SCALE 11'Y1 T SCALE:NOT TO SCALE DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL 1'4" MANUFACTURER-RAYCAP MANUFACTURER ERICSSON DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR MODEL RCMDC-3315-PF-48 1-7" OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK --- 'y MODEL RRUS 12 SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN HEIGHT:1,8" APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE HEIGHT.1'-T 1'-3" WIDTH:1'-4" / / 'y I WIDTH:1-T SUPERSEDED 8V THE LATEST REVISION ALL DRAWINGS AND DEPTH'10" SPECIFICATIONS REMAIN THE PROPERTY OF ACOM WEIGHT.26.9 LBS(WITH MOUNT) \ DEPTH:6" CORPORATION WEIGHT:58 LBS COLOR'DARK GRAY \ _ COLOR:OFF-WHITE ■ f t I 11 11 ID 1 \ \ •• -• PLAN VIEW PLAN VIEW N'S'' � 1C,o �C ` c...-.iff T M. VEY'' e�; PLAN VIEW ci / 1 7 / 6 (ID,'OR AND,OREG� / 1 3 /3 / v y ��OF ORS' No. Date RevISSUED ison . r a o?;-. in ._ ', ,.., A 02/25/15 910°5‘0%7D 0%PZD REVIEW SET ® — B 04/14/15 FOR ZONING _ , , _ ,,.., \ C OS/15/15 100%CD REVIEW SET \ \ 0 08/04/15 100%FINAL CD SET 1 - - 2 - - FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW 3 Client: I 27x34"SCALE:NOT TO SCALE ,1"x17"SCALE'NOT TO SCALE RAYCAP SPLITTER DETAIL 6 11"x1T SCALE NOT TO SCALE SCALE.NOT TO SCALE ERICSSON RRUS12A2 DETAIL 5115x17'SCALE:NOT TO SCALE 27x34"SCALE:NOT TO SCALE ERICSSON RRUS 12 DETAIL 4 • MANUFACTURER:ANDREWS MODEL:RBA72 00000000 HEIGHT:84' 32^ MANUFACTURER:CHARLES very ►Lonwireless WIDTH:36' MODEL:PM63922RF DEPTH:39- HEIGHT:73' 1111 WIDTH 32 WEIGHT:4400 LBS(POWER CABINET FULLY LOADED) DEPTH 32' 3900 LBS(BATTERY CABINET.FULLY LOADED) WEIGHT:807 LBS Implementation Team: • • COLOR-OFF-VIMITE l COLOR:OFF-WHITE cn • • "VERIFY PROPER VOLTAGE 0 0 PRIOR TO ORDERING Ela"' CROWN 2 \ • • • . CASTLE / 36"• / ME PLAN VIEW PLAN VIEW ABS Team 1 36" / 39^ / CONSULTING INC. / / • \ / 32" / / 32" / L Project Info: \ LIPOR :� CASCADE -- - - --� % y • 10185 SW CASCADE - _ ,�a .. — TIGARD,OR 97223 F. Y r Drawing Title: . . I) m • p • co 0 �— EQUIPMENT Q n F DETAILS © — • • • . Project Number. Date: 1 0 08/04/15 O Drafter. Designer •r - . i RM RM . o Project Manager. Professional of Record \ lin I. AM CS \ Revision No. Sheet No FRONT VIEW SIDE VIEW LE FRONT VIEW SIDE VIEW 0 A-5 22"x34"SS N TTOSCALE ANDREWS RBA72 CABINET DETAIL 3 17:1347". E:NOT TO SCALE CHARLES ENCLOSURE DETAIL 1 DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR STUB UP 12"ABOVE SLAB OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK (MIN)COORDINATE IN SHOWN SHALL BE IMPLE MENTED NITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAINING ARE FIELD 3/4'CHAMFER EDGE-TYP SUPERSEDED BY THE LATEST REVISION ALL DRAWNGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATON REINFORCED CONTRACTOR TO GRADE AND - CONCRETE ,o, BLEND INTO EXISTING SITE SLAB I GRADE j �/V V / j //�/�/. '"VV / ///j<j// // �,, /,'', �jT� � -3 5262 I CM 2 12,), $C) MIN 4"OF#57 WASHED STONE VAPOR BARRIER UNDER SLAB, BED @ PERIMETER ON LANDSCAPE - 6 MIL POLYVINYL WEED BARRIER No Date Revision CONDUIT SWEEP PREPARE SUBGRADE BY REMOVING A 02125/15 90%PZD REVIEW SET • EXISTINGTOP SOIL AND COMPACTING EXISTING GRADETO 95%RELATIVE B 04/14/15 ISSUED FOR ZONING DENSITY USING CLEAN COMPACTED FILL MATERIAL AS REOD C 05/15/15 100%CD REVIEW SET 0 08/04/15 100%FINAL CD SET 22-x34" NIT SCALE:NOT TO SCALE NOT USED 6 225134" 1"17-S ALE:NOT TO SCALE ALE•NOT TO SCALE NOT USED 5 22"x34" 1 7-SCALE:NOTTOS ALE ALE:NOT TO SCALE TYPICAL CONCRETE PAD SECTION 4 , - - 2 - NOTE: 1/2'0 BOLT WI HILTI HIT-RE 500-SD ADHESIVE VERIFY LOCATION OF GENERATOR (ICC ESR-2322)WI 4 PER BOX FRAME. 3 POWER STUB-UPS WITH MANUFACTURER COORDINATE WI CABINET OR GENERATOR - PRIOR TO CONCRETE POUR MANUFACTURER Client: 1 /-/ 3" d . I- z \ \ — 10"THK CONC SLAB CI verlaM wireless .#5 @ 12"OC @ MID \ SPAN O, ✓ f —f —i< ED • 1 f f fI Implementation Team: 1 \ I-1- T1 r f fir = I I o r/ If f / 1 I f I f/ = 14"THK OF SLAB OWI C ' CROWN \ O OUTLINE OF GEN I = BASE FRAME `. I LAYERS OF#5 12'OC 1 -(TOP&BOTTOM) f = 1 f = 1 CASTLE F. _ O 01 i< I f 1 I n ly f 4W/ _ 14"THK CONC.SLAB 2 isr fl 4 , ` LAYERS OF#5I 12'DC • 9 (TOP&BOTTOM) NEW CONCRETE { < i • f • _ f TOTAL OF(6)ANCHORS: SLAB d) 5/810 HILTI HAS ANCHORS v 11.4 f— I A&E Team. o \ -0WHIT-HY750 MAX EPDXY, 1= • SSB'EMBEDMENT INTO �O0 \ 4 f II r i • Am/CO CONCRETE _ 1\ I _____4 'j 1"CHAMFER EDGE - f---A----4. 1 f 1"CHAMFER EDGE ' f =f 1 7-TYP = ` TYP. iv 4 f CONSULTING INC .. ( ,f f. Ir A-6 f , • 1c if 1 _I �- f Jf I-0 PIAN VIEW . I f I, 4 Project Info: i. NOTE: —T' r POR 11 VERIZON WIRELESS EQUIPMENT ( ' I f J 1 1. A-6 CASCADE CABINETS TO BE MECHANICALLY 1_` f f ' = 4 1 1/2'0 BOLT W/HILTI HIT-RE 10185 SW CASCADE ATTACHED TO CONCRETE PAD 500-SD ADHESIVE aL \ I \ -L 1 1 J PER MANUFACTURER RECOMMENDATIONS (ICC ESR-2322)VW 4 PER TIGARD,OR 97223 BOX FRAME.COORDINATE 12" - O) WI CABINET OR GENERATOR /--/ 113"MIN TYP. \ \ W MANUFACTURER Drawing Title.. NECONCRETE SLAB / 4'-0" / 4'-0" / 4'-0" IIIV GALV.BOX FRAME FOUNDATION PART OF CABINET / / / / OR GENERATOR 31/2" 31/2" DETAILS Project Number. Date: ( • 08/04/15 Drafter. Designer RM RM Protect Manager: Professional of Record: AM CS Revision No. Sheet No SECTION VIEW 0 A-6 22-x34"SCALE:NOT TO SCALE 1 14"SCALE:NOT TO SCALE CONC. GENERATOR PAD DETAIL 3 22 2 -0 CAB ATTACHMENT DTL 2 SCALE:NOT TO SCALE 22.'64-SCALE: CONCRETE PAD DETAIL 1 11Y1TSCALE:NOTTOSCALE 11.17-SCALE:1/4.=1,0" 2' 1�_ 2' I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF AN,'ERRORS OR MANUFACTURER'S SPECS. OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN •' MANUFACTURER MTU FUEL TANK NOTES: APPROVAL VIOUS ISTHWISUPERSEDEDALLBYPRETHELATESTSUESREVISIONOFA IS DRAL ORAVNNGSANGAREND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATION DIMENSIONS 110.13"x 40"x94"(LxWxH) POWER STANDBY Kw(Hz):30 (60) VERIZON WIRELESS FUEL TANKS WITH SECONDARY CONTAINMENT • FUEL DIESEL(210 GAL TAN 1 MTU FUEL TANKS ARE REGISTERED WITH U.L.TO MEET OR EXCEED U.L.142 RATING TOTAL WEIGHT 3500 LBS - FUEL TANK BASE CONSTRUCTION: NOISE DATA 67 dB @ 23 FT. • BE CONSTRUCTED IN ACCORDANCE WITH U.L.STANDARD 142 AV' ARC • BE CONSTRUCTED IN ACCORDANCE WITH NFPA 30,NFPA 37 AND NFPA 110 `j �'- NOTES. INCLUDE REINFORCED STEEL BOX CHANNEL FOR GENERATOR SUPPORT,WITH cU:.••T •M• -VEY� / 110" / • LOAD RATING OF 5000 LBS PER MOUNTING HOLE LOCATION-FULL HEIGHT cz '�j GUSSETS SHALL BE PROVIDED AT GENERATOR MOUNTING HOLES. f 1. REFERENCE MANUFACTURER BASE DRAWING: • T- •On ND OREG� • BE SHIPPED WITH CERTIFICATE STRUCTURALJMECHANICAL INTERGRETY, V./', SzsZ VER30_JC6DT4(4024TF)CQE-MS-15 CERTIFYING THAT IT HAS MET STANDARDS THROUGH RIGOROUS TESTING AND 1: \ 2. WEIGHT INCLUDES THE GENERATOR SET(WET),ENCLOSURE, HAS DEMONSTARTED SPECIFIC CAPABLITIES �'4OF Os • '� `` ;` ILII` SILENCER AND TANK(NO FUEL) T 11 1 6 6 ' ' 3. VERIZON WIRELESS SHALL UTILIZE ALL INTERNATIONAL FIRE SUB BASE TANK TESTING: 11 I „",;I:11410.114 j I CODE(IFC)FUEL CONTAINMENT MEASURES SUCH AS ENGINE '11 I .I J IIIIIIII -- U'^ 1 FLUID CONTAINMENT,ALARMS ON ALL GENERATOR LIQUIDS PRIMARY TANK AND SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE 1 •1 "j 1-ii-1,, :I (O V AND DOUBLE WALL FUEL TANKS. No. Date Revision i 1 1.#I I �'•' 0 PRESSURIZED AT 5 PSI AND LEAK-CHECKED TO ENSURE INTEGRITY OF SUB BASE n •tw 4. GENERATOR MUST BE SCHEDULED TO COMPLETE WELDED SEAMS PER UL 142 STANDARDS I I ; I '•I I'1I 11 'r — • . IUIIIIir a,-,p :,>n. --® ' ' ' ' `'; MAINTENANCE OPERATION DURING DAYTIME HOURS A ovzsns 90%PZDREVIEW SET 1 • 1il 1 i' 1 i 1 = 3 r'i 5. SOUND LEVEL 67dB 23FT 'NW r`O� p, I � @ FUEL CONTAINMENT BASIN(WHEN REQ'D) h'I __, N 6. GEN-SET IS OFF-SET 1-7/8”TO LEFT SIDE OF BASE B 04/14/15 ISSUED FOR ZONING 11 I I. I t- a. I _ /ENCLOSURE SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASE,SIZED AT A C 05/15/15 100%CD REVIEW SET E I lI 1 ::1-1A :Ili — s I1 1=� 7. ENCLOSURE&EXHAUST SYSTEMS ARE NOT SHOWN IN TOP MINMIMUM OF 125%OF THE TANK CAPACITY TO REVENT ESCAPE OF FUEL INTO THE .I I 1 I ) _ [ tiG -L ® VIEW ENVIRONMENT IN THE EVENT OF A TANK RUPTURE 0 08/04/15 100%FINAL CD SET lir H1 ::1 `fit • —_ h illII��/ 72 1 I !if; .1 • 11. LEAK DETECTION SYSTEM: {I I a I .i• "(II e • A FUEL CONTAINMENT BASIN LEAK DETECTOR IS SUPPLIED AND WIRED FOR ALARM z CONDITION VISABLE FROM GENERATOR CONTROL PANEL.A REMOTE ALARM IS ALSO �` PROVIDED FOR REMOTE MONITORING _3 TOP VIEW _ _ SUB BASE TANK VENTING: Client: I NORMAL AND EMERGENCY VENTING:NORMAL AND EMERGENCY VENTING SHALL BE Lo.,0n_\ SIZED PER UL 142 SPECIFICATION FOR WETTED SURFACE AREA OF TANK O OVERCRANK O PRESSURE'. / I 1 O SPCEDUNOER O g.,,, M ,1 LEVE ODOLRA END-R ^«sN I DIESEL STORAGE NOTES: verI gnwireless 110" \ V caoHIGH wnr O LOW FUEL/ 42" 7 j\ TEMPERATURE / / / (210 GALLON UL 142 LISTED DOUBLE WALL SECONDARY CONTAINMENT TANK) 1 A A 1 .._ •, / Implementation Team: DIESEL FUEL IS A CLASS II COMBUSTIBLE HAZARD t I I VISIBLE HAZARD IDENTIFICATION SIGNS SHALL BE PLACED ON STATIONARY I VIA ABOVE GROUND TANKS AND AT ENTRANCES TO THE LOCATIONS WHERE CROWN ''' ' r AV HAZARDOUS MATERIALS ARE STORED,DISPENSED,USED OR HANDLED. erl% II T 'tom SIGNS SHALL BE PROVIDED AT SPECIFIC ENTRANCES AND LOCATIONS AS CASTLE I f + _I , DESIGNATED BY THE FIRE MARSHALL IN ADDITION TO THE HAZARD IDENTIFICATION SIGNS REQUIRED BY LOCAL ' 1.dlll1 11111111 AND STATE CODES,ADDITIONAL HAZARD IDENTIFICATION AND WARNING SIGNS SHALL BE PROVIDED AS FOLLOWS: ±1_,____,_ A8E Team: I r —� I 1 STATIONARY CONTAINERS AND TANKS SHALL BE PLACARDED WITH AY - ��',+ I I •• �` • j HAZARDOUS IDENTIFICATION SIGNS FOR THE SPECIFIC MATERIAL (((.)` I.I�IIIsit 0 a��; CONTAINED SIGNS PROHIBITING SMOKING SHALL BE PROVIDED IN THE `1 I _ A.\ ! "L,14 ,'r,iP e: / FOLLOWING SITUATIONS:IN ROOMS OR AREAS WHERE HAZARDOUS ��1 l8 �>—:�AI,1' 'I � • MATERIALS ARE STORED,DISPENSED OR USED IN OPEN SYSTEMS r C� �HE Ju �� r'b'II o WITHIN 25FT OF OUTDOOR STORAGE,DISPENSING OR OPEN USE ,�'' I. 11 i� .I +pl( r11,:I 1 -„.„,,, tt _ AREAS,SIGNS SHALL NOT BE OBSCURED OR REMOVED.SIGNS SHALL CONSULTING INC. 'i• pL �' '� TV'__ \ BE IN ENGLISH AS THE PRIMARY LANGUAGE OR IN SYMBOLS 4/I , FJ�=1� �r E r� -�L \ I {I ALLOWED BY LOCAL AND STATE CODES.SIGNS SHALL BE ALUMINUM R 's - .. � = lhi [1111 —�' 'v • I gi p .41 o `pj'� - !!�! a WITH RED 3”LETTERS WITH 1/2"STROKE IN ACCORDANCE WITH ji1 ��Uq]�I8. III IIS la , rTh0• RECOGNIZED STANDARDS — Project Info' D D ata �I" R I II u / POR �~ ISI iAVE_ z="� SPECIAL FIRE EXTINGUISHERS SHALL BE PROVIDED AS DETERMINED BY THE CASCADE o "Ti_" FIRE MARSHALL t �t-I r 10185 SW CASCADE ",� p1 i I SPILL CONTROL AND SECONDARY CONTAINMENT SHALL BE PROVIDED IN TIGARD,OR 97723 ' �I I I II (—� ACCORDANCE TO LOCAL AND STATE FIRE CODES Iv 0 STYLE:WARNING SIGNS SHALL BE ALUMINUM WITH RED LETTERING ON A Drawing Title- GENERATOR rtle / WHITE BACKGROUND AND SHALL READ,"DANGER-FLAMMABLE LIQUIDS". G E/'+N E RATO R LETTERS SHALL NOT BE LESS THAN 3"IN HEIGHT AND 1/2"IN STROKE. SPECIFICATIONS ;:r FUEL TANKz/ / FUEL TANK NORMAL AND EMERGENCY VENTING FOR UNPROTECTED ABOVE GROUND TANKS SHALL BE PROVIDED IN ACCORDANCE TO LORAL AND STATE FIRE (REFERENCE ONLY) CODES FLAME ARRESTORS:APPROVED FLAME ARRESTORS OR PRESSURE VACUUM Project Number. Date: 1 - BREATHER VALVES SHALL BE INSTALLED IN NORMAL VENTS 08/04/15 i r , - .. Drafter. Designer. * Jr + - I SECONDARY CONTAINMENT:PROTECTED ABOVE GROUND TANKS SHALL BE - - - - - • •-' -',1 PROVIDED WITH SECONDARY CONTAINMENT,DRAINAGE CONTROL OR RM RM CONCRETE -.`"' ,....-.:,'.. `:_;_-_ Project Man er. 'Professional f - - - o Record DIKINGINACCORDANCE AN � CCO D CE WITH LOCAL AND STATEFIRE'. ' ..: ,:...:'•'. '.'- . .. CODES .._. .. - .. .. -.. - .. FOUNDATION' AM CS Revision No: Sheet No: SIDE VIEW END VIEW 0 A-7 GENERATOR SPECIFICATIONS (MTU 30_JC6DT4) 1 , • I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK „Prow**�� A▪naal�a A to TIr.W Amy praa.e.• SHOWN SHAH BE IMPLEMENTED WITHOUT PRIOR WRITTEN u APPROVAL ALE PREVIOUS ISSUES OF THIS DRAWING ARE Hon*.O,rtmna Nan...or Thos Am_q O roam aa.Y. SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM M copy at Ms pogo ant M Y.Mroa a Ww at.Om.Mora panto a4 CORPORATION Pa n a an STAINLESS STEEL#8 HEX e Sons.loo Sol Ina n g.not ,m ID AIR> ate .lst nolo.e • HEAD DRILLER(TYP OF 4) menee • • STAINLESS STEEL#8 HEX STAINLESS STEEL#8 HEX REQUIRED RED , IIr.Ia iN,A,n mal, 1 HEAD DRILLER(TYP OF 4) HEAD DRILLER(TYP OF 4) BACKGROUND s a.aa • a e.a gra b a Mona ren.ow o.n.o.stns.Mer Hpnt.,H Ta.no Nation not won prae,co a on.ald laal•Maar Woo, 'gED A p .X.aa,.an e.n.Iaa loo hal n/ANDS but e..IN as looks h I.MN ` ' is J , ., • Ga to nolo CJ so a VET�1 € aoolonstosena*r H wear... �,�T s s �� REQUIRED YELLOW bo• ron• o �...••• •nom r.ate...a not A.�.a '/ s BACKGROUND • ea cooling r, a poss.� • O b O - • tit,W AT n M.IvrJw•.In.hm 1M 6nia.wnY NN•at OR ND GREG•jt Do Not c° .II IA Rol aura*.Man au. uara e°°• a by 00 17, s2s2 /C, ..°.e TAN R..paa.a tr..g.Pna—n.tn yawn PAINT..ma. �OF O at Gaaa,.a ea.aea Nan a...... NO p DANGER j�" 1 Flammable ° > No Data Revision SMOKI C7 r THERMAL RUNAWAY PROCEDURE 6 A 02/25/15 90%PZD REVIEW SET Liquids B 04/14/15 ISSUED FOR ZONING D D D D w i IN CASE OF C 05/15/15 100%CD REVIEW SET REQUIRED BLUE BACKGROUND 3"HIGH BLACK LEI WIRING 0 08/04/15 100%FINAL CD SET \- WITH Ai"MIN.STROKE EMERGENCY - - 1 2 r 3"HIGH BLACK LETTERING 3-HIGH BLACK LETTERING REQUIRED WHITE CALL N.O.C.C. WHITE ALUMINUM SIGN -WHITE ALUMINUM SIGN 3 PER JURISDICTIONAL 8 WITH A i"MIN.STROKE PER JURISDICTIONAL 8 WITH A}"MIN.STROKE BACKGROUND VERIZON WIRELESS VERIZON WIRELESS REQUIREMENTS REQUIREMENTS 1-800-264-6620 Client: 1 NOTE: NOTE: INSTALL PER MANUFACTURER INSTALL PER MANUFACTURER VeriZonwireless SPECIFICATIONS,FCC AND SPECIFICATIONS,FCC AND VERIZON WIRELESS GUIDELINES VERIZON WIRELESS GUIDELINES - Implementation Team: . GENERATOR SIGNAGE 5 N.O.C.C. SIGNAGE 4 a: CROWN CASTLE :.T.:_.,,,,,,--------,-,-_-4,--,, 44h4fl•,t1' _ _ - 1 � L1 NOTICE • :.,&,..-- -_ NJN..Tr�,R� } _ E. _ _ 3 ABETeam: jyrli 8:'� F- ! - GUIDELINES FOR FtADIOFREQUENCYENVIROINMENTS �((�)) 1 a All;mama d'HLI Iarvl:o•r: r,•.c•,#nda, R•.tBAE1 .� S l ro -4—,11p n d I y11 1 •]W 9 s[ ; Aft •••• _ - I Y.Obeytsoa#nc ,'a',+.. A Aa of t .0 rM - - NOTE: ____ -_ .... "�rh,w `meter.,nwfy - dd.satie apppppnd:'' CONSULTING INC. ti' INSTALL PER MANUFACTURER �-eflaraatn raltantm3 feet eeara";xe lane al antennas- P ' y SPECIFICATIONS,FCC AND 3.notletrep t4ndaingms�..=, Y VERIZON WIRELESS GUIDELINES b N E. 3.UseneoenelRF van.vreewartmg ant 1 v>x - -- - �' Project Info: nd ra_ich.arirg r .§.Dr@alw..ut :tat.tati-t-a:.,i_iRiginuad'arra ^gin rndyrv,dun _ CORROSIVE LIQUIDS ____. -- _�.._ POR CASCADE Beybrid this point: ,0185 Radio freglaea y WEAR PROTECTIVE WGA D CASCADE . .actio frequency fields at this site cyiields'be and TIGARD,OR 97223 ex•cced the-.FCC rules for'hurrtan this-point m8yy exceed the Fol EQUIPMENT _, _ exposaire: general public exposure limit. DrawingTa e. 1 Fill:mid so c4;ny-a11 polledf:rghs-and[.int. 0126e 41 Pvs1cd stgnsalcd slie s-i tdsltinos. gu)eDt,r(ss �.tar,4rork In radio traqunncy fcmw ik,1,&p r,dlp erpgretlr Y - .CefVir.erR}ents could rtsult in SC71OD5 LttiL".ry_ o Po.nmc-Ail. SIGNAGE � -� . : Daa �F as INFORMATION NOTE: NOTE: INSTALL PER MANUFACTURER INSTALL PER MANUFACTURER SPECIFICATIONS,FCC AND SPECIFICATIONS,FCC AND Project Number. Date. l VERIZON WIRELESS GUIDELINES VERIZON WIRELESS GUIDELINES 08/04/15 Drafter Designer RM RM Project Manager Professional of Record: AM CS Revision No Sheet No. 0 A-8 22'x34"SCALE:NOT TO SCALE RF WARNING SIGNAGE 3 CORROSIVE LIQUIDS SIGNAGE 2 RF NOTICE SIGNAGE 1 - 11'x1 T SCALE:NOT TO SCALE , NOTES: DIM 2 DIM 2 DIM 3 1 1. INSTALL ANTENNAS PER �` �` �` QTY DIM 1 DIM 2 DIM 3 PROPOSED ANTENNA AND COAX SCHEDULE OO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL Hi, : I DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR MANUFACTURER SPECIFICATIONS SECTOR ALPHA NUMBER OF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL OMISSIONS.NO VARIATIONS OR MODIFICATIONS TO WORE SECTOR ALPHA AZIMUTH TIP HEIGHT VENDOR MODEL EQUIPMENT SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WHIITEN 2. CONTRACTOR TO TORQUE ALL �' t ANTENNAS TILT TILT FEEDERS TYPE LENGTH WBX045T19X000-T02 2 51.4 16.0 3.7 APPROVAL ALLPREVIOUSISSUESOFTHISDRAKINGARE MOUNTING HARDWARE PER SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND AWS 55° 79'-1• 1 AMPHENOL WBX045T19X000.T02 2° 1' RRURRUA2 MANUFACTURER SPEFICATIONS X7C-FRO-840.V-04 2 9g 5^ 1B 6'• 91^ SPECIFICATIONS aEMA1N THE PROPERTY OF ACpA 700 55° 77•.1- 1 CSS X7C-FRO-840.V-O4 1• 3° RRUR2RUA2 coaPoannoN 1 HYBRID TBD • 700 55' 77'-f 1 CSS X7C-FRO-840-V�M 4• 3° FUTURE PCS 55• 79'-f 1 AMPHENOL WBXO45TI9X000.T02 2' I' RRURRUA2 I NUMBER OF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL SECTOR BETA ADMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH SECTOR BETA EQUIPMENT WBXO45T19X000.T03 2 51.4 16.0" 3.7" AWS 145' 79'-1" 1 AMPHENOL WBXO45TI9X000.T03 3' 1° RRURRUA2 .¢'D A/? 0 0 o X7C-FRO-840.V-06 2 98,5" 18.8" 9.1" 700 145• 77•q^ 1 CSS X7C-FRO-840-V-06 6' 2° RRURRUA2 ti� � 1 HYBRID 780 �U,- '�T ,�, 700 145° 7T-1' 1 CSS X7C-FRO-840.V-06 6• 2° FUTURE /p a PCS 145° 79'-1" 1 AMPHENOL WBXO45TT9X000.T03 3° 1' RRURRUA2 NUMBER OF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL oR AND oREc• SECTOR GAMMA AZIMUTH TIP HEIGHT ANTENNAS VENDOR MODEL TILT TILT FEEDERS TYPE LENGTH EQUIPMENT Z 5 - SECTOR GAMMA AWS 220° 79'-1" 1 AMPHENOL WBX045T19X000.T03 3' 0° RRURRUA2 ��y OF OI? WBXO45TI9X000.T03 2 51.4 16.0" 3.7" 700 220° 77'-1" 1 CSS X7C-FROV-02 2° 2° RRURRUA2 4 X7C-FRO-840-V-06 2 98.5" 18.8" 9.1 700 220° 77'-1" 1 CSS X7C-FRO-B40-V-02 2' 2° 1 HYBRID TBD FUTURE PCS 220° 79•-1" 1 AMPHENOL WBX045T19X000-T03 3° 0° RRURRUA2 FRONT BACK SIDESECTOR DELTA AZIMUTH TIP HEIGHT NUMBER OF VENDOR MODEL ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL No. Date Rev Sion ANTENNAS TILT TILT FEEDERS TYPE LENGTH EQUIPMENT 'I DIM 2'I AVE 305° 79'-f 1 AMPHENOL WBX045T19X000-T03 3° 1' RRURRUA2 700 305° 77'-1" 1 CSS X7C-FRO-840-V-04 4° 3° RRURRUA2 A 02/25/15 90%PZD REVIEW SET O 700 305° 77'-1' 1 CSS X7C-FRO-04S- 1 HYBRID TBDV-04 4' 3° FUTURE B 04/14/15 ISSUED FOR ZONING TOP PCS 305° 79'-1" 1 AMPHENOL WBX045T19X000-T03 3° 1° RRURRUA2 C 05/15/15 100%CD REVIEW SET 0 08/04/15 100%FINAL CD SET 22'04'SCALE.NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 4 - - 11'Y1 T SCALE:NOT TO SCALE 1 PROPOSED VERIZON WIRELESS AWS PANEL ANTENNA MOUNTED 2 TO PROPOSED ANTENNA MOUNT 2-12"0 GALVANIZED SCHEDULE 40 2-1/2"0 GALVANIZED PROPOSED VERIZON WIRELESS 4; 3 PIPE x 96' i SCHEDULE 40 PIPE x 96" PCS PANEL ANTENNA MOUNTED J TO PROPOSED ANTENNA MOUNT 4 Client: i iff MECHANICAL DOWN TILT KIT DEC Tq r! QQ ZON WIRELESS 700 PANEL ANTEINNA MOUNTED TO BY ANTENNA MANUFACTURER lo • _-MECHANICAL DOWM TILT KIT '�IMUTy.3 ° �{{r- `, PROPOSED ANTENNA MOUNT .,o y.. - BY ANTENNA MANUFACTURER 45 �, N PROPOSED VERIZON WIRELESS w '.!r; very nwireless til 700 PANEL ANTENNA MOUNTED TO ,1.`--T-. PROPOSED VERIZON WIRELESS PROPOSED ANTENNA MOUNT ` - '.'w.y Q> ANTENNA MOUNT ANTENNA MOUNT BRACKETS ANTENNA MOUNT BRACKETS �•� -=r O �Z 'r 1 BY ANTENNA MANUFACTURER BY ANTENNA MANUFACTURER :!!!::s,,/1.///' q r` v �� PROPOSED VERIZON WIRELESS Implementation Team: PROPOSED VERIZON W RECESSII PCS PANEL ANTENNA MOUNTED RAYCAP SPLITTER/SURGE `• / n � TO PROPOSED ANTENNA MOUNT SUPPRESSOR MOUNTED TO /// TOWER(T'P OF 4) >;(/J __ :PANEL ANTENNAPANEL ANTENNA / .wT i--,- -.. NopCROW N rl7_.. sl. ' n\I ��I PROPOSED VERIZON WIRELESS i -, \�� `� al: CAST L E I MP AWS PANEL ANTENNA MOUNTED '''---- --.0=‘ i • - PIPE 0 GALVANIZED SCHEDULE 401 --� TO PROPOSED ANTENNA MOUNT - � / � II • \\\ '® r _ :- _�EXISTING 116.0" PIPE z 96' MONOPOLE ANTENNA MOUNT BRACKETS TOP VIEW ,C.-•- .=:.. ,- \ �/ 1 ~ BY ANTENNA MANUFACTURER " i . ' ��, AiSE Team: I . PANEL PANEL ANTENNA (c ) C,,17.4.7:-...49t- . '?-TI" �'.� " PROPOSED VERIZON WIRELESS 27x34"SCALE:NOT TO SCALE PROPOSED ANTENNA DIMENSIONS 3 `� - ___,,/ • • 0/J} TO PROPOSED AE ANTENNA NT 11"x1T SCALE:NOT TO SCALE �'S'i.... , /� TO ANTENNA MOUNT PROPOSED VERIZON WIRELESS ° ;!.%4Ffl.�. �..:""♦Y /!y .%...i.:1 CONSULTING INC PCS PANEL ANTENNA MOUNTED p t { r �.. TO PROPOSED ANTENNA MOUNT ry� �' ♦ /27 4*4111allk. �J 99° Project Info 1 Q ".. PROPOSED VERIZONANTENNA WIRELESS POR .fie 1 , \ ,, 700 PANEL ANTENNA MOUNTED TO �� R �.9 /� PROPOSED ANTENNA MOUNT CASCADE I ..- _,_,,._-....i.;_ 10185 SW CASCADE TIGARD,OR 97223 w PROPOSED VERIZON WIRELESS ...1.,.. 4_ 700 PANEL ANTENNA MOUNTED TO `• `�'ri'f�i PROPOSED ANTENNA MOUNT ` - PROPOSED VERIZON WIRELESS RRURRUA2 Drawing Tale: ) UNITS MOUNTED TO PROPOSED MOUNT(T,'P PROPOSED OF 16-12 PROPOSED;4 FUTURE @ 700MHz) • PROPOSED VERIZON WIRELESS ANTENNA PCS PANEL ANTENNA MOUNTED CONFIGURATION PROPOSED VERIZON WIRELESS TO PROPOSED ANTENNA MOUNT AWS PANEL ANTENNA MOUNTED TO PROPOSED ANTENNA MOUNT Project Number. Date. I■■■^ 08/04/15 Drafter Designer N RM RM Project Manager Professional of Record: /111 AM CS Revision No: Sheet No. 0 RF-1 2Tx34'17-SCALE NOT TO SCALE NOT USED 2 ;;;;;=SCALE:;:-;0- 2' 1v" 2' PROPOSED ANTENNA CONFIGURATION 1 , 11'x1 T SCALE:NOT TO SCALE E M GENERAL ELECTRICAL NOTES LEGEND DI ENTONS AND ADVISE CONSULTANTS OF STVERIFY ERRORS I DIMENSIONS AND ADVISE COOSULTANTS ANY ERRORS OR OMISSIONS NO VARIATIONS ORMOLMICATIONS TO WgME SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR N THI SYMBOL DESCRIPTION APPROVAL ALL PREVIOUS ISSUES OFS DRAWING ME SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ICOM 1.GENERAL 4.RACEWAYS AND BOXES _^ CIRCUIT BREAKER CORroRATION 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER D+ NON-FUSIBLE DISCONNECT SWITCH - WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK 1 ALL CONDUIT SHALL BE UL LABELED. C+ FUSIBLE DISCONNECT SWITCH 1 SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. SHOWN AND SYSTEMS OF OTHER TRADES. SURFACE MOUNTED PANEL BOARD 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1;CAST-METAL BOXES SHALL CONFORM TO H TRANSFORMER gt✓D 41 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 OTHERWISE. ('S� C. TO BE PERFORMED UNDER THIS CONTRACT. ® KILOWATT HOUR METER ,...,ti' 4 cn DENOTES CABLE OR CONDUIT '.4-%'T T�vEY 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND -0 TURNING UP IN PLAN VIEW a if / COMMENCING CONSTRUCTION.ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. 5.GROUNDING ND.oREG. • 7 DENOTES CABLE OR CONDUIT 4 OBTAIN ALL PERMITS,PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. TURNING DOWN IN PLAN VIEW Szsz 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 9r''OF OY T SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS AND l JUNCTION BOX ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION VERIZON WIRELESS STANDARDS OF THE OWNER. pg PULL BOX TO NEC/TELCO STANDARDS _ 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". _°,,,_ OVERHEAD UTILITIES No. Date Revision 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 WITH THE LOCAL UTILITY COMPANY AS IT SUCH AS NO-OX,NOALOX,PENETROX OR KOPRSHIELD. -� -� MAY APPLY TO THIS SITE.ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED --w--I�- UNDERGROUND POWER A 02/25/15 90%PZD REVIEW SET 4. GROUND ALL EXPOSED METALLIC OBJECTS ON EQUIPMENT ROOM EXTERIOR, 0-..--- B 04/14/15 ISSUED FOR ZONING 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS DENOTES REFERENCE NOTE WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL • EXOTHERMIC WELD CONNECTION C 05/15/15 100%CD 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 08/04/15 100%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. Il)--• GROUND ROD 1 - - 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, '11-0 GROUND ROD WITH INSPECTION SLEEVES 2 - - DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. T1- GROUND BAR 3 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 AWG __________ I 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 Client: 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 verI�onwireless 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. I Implementation Team: 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 CROWN DAMAGED BY EXOTHERMIC WELDING.USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL#15-501. AFG ABOVE FINISHED GRADE 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW.MATERIALS AND EQUIPMENT SHALL BE THE STANDARD AIC AMPERE INTERRUPTING CAPACITY a4:.„0 CASTLE 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 RINGBEFORE IT IS BACKFILLED APPROVAL OF THE CONSULTANT AND THE OWNER. WITH SOIL. C CONDUIT 3. ARRANGE CONDUIT,WIRING,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 CU COPPER LOCATION WITHOUT SUBSTANTIAL ALTERATION.WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD EXOTHERMIC WELD CONNECTION TO POST.GROUND ALL FENCE POSTS WITHIN 6'OF EQUIPMENT. A&E Team I CNV COMPLETE WITH CONDITIONS OR OTHER CAUSES,PREPARE AND SUBMIT DETAILED DRAWINGS 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 KOPRSHIELD ON ALL CONNECTORS. G GROUND TO THE CONDITIONS. GE GROUNDING ELECTRODE 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. GEC GROUNDING ELECTRODE CONDUCTOR CONSULTING INC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE BUILDING WHERE 6.OVERCURRENT&SHORT-CIRCUIT/CND 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 SERVICE MTS MANUAL TRANSFER SWITCH BUILDING/SHELTER. TO MONITOR&ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY.RECORDS SHALL BE PROVIDED NEC NATIONAL ELECTRICAL CODE Project Into: 1 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 POR DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION&INSTALLATION.ELECTRIC 0/I-I OVERHEAD CASCADE SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES&REGULATIONS OF THE UTILITY CO.ELECT. RNC RIGID NON-METALLIC CONDUIT(SCHEDULE 80 PVC) 10185 SW CASCADE 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 .R FAULT CURRENT LEVELS.FUSES IN SERVICE SWITCHES SHALL BE CLASS"RK1",CURRENT LIMITING SE SERVICE ENTRANCE I 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 1 ` THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION SN SOLID NEUTRAL Drawing Title: INDICATED THAN N ELECTRICAL EQUIPMENTSNT &PROTECTIONSTO.kSHALL BE STANDARD RIN GENERAL 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 SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. ELECTRIC MOTORS FAULT CONTRIBUTION.CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL TEGB TOWER EXIT GROUND BAR THIS MANDATORY REQUIREMENT IS MET. ELECTRICAL TR 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY& TRANSFORMER WHERE NOTED. CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EQUAL TO(125% TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR NOTES MAX.DEMAND+NEW LOAD)<80%SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT 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,IDENT 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 OTHERWISE ON DRAWINGS. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE- U/G UNDERGROUND 08/04/15 PHONE UTILITY COMPANIES. PPC POWER PROTECTION SHELTER Drafter. Designer. 4 UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER,TWO-HOLE,LONG BARREL, RM RM COMPRESSION TYPE. Project Manager Professional of Record: 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES AM CS ARE NOT ACCEPTABLE.IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE Revision No: Sheet No: OBTAINED 0 E-1 I • DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIALTIONS OR DMODIFlCATIONS TO NORM • AP PRO SHALLBE EV IOU ISSUES TF THIS PRIORNG ACEN I APPROVAL.ALL PREVIOUS ISSUES OFN S DRAWING ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACO - CORPORATOR • I M 1 N • 1 ISI1 .gED mac, I � U �jl T. ._, • ✓' OS 567 E i 1 9�.4 OF Ogg' I I _ fI No. Date Revision 1 1 A 02/25/15 90%PZD REVIEW SET B 04/14/15 ISSUED FOR ZONING 0 1 C 05/15/15 100%CD REVIEW SET 0 08/04/15 100%FINAL CD SET 1 • 1 1,i 0,-...,..._ � 7 2 ��k 3 1 1 1 Client �.-^ PROVIDE BRANCH CIRCUIT WRING TO �� 1ii PANEL"A"PER EQUIPMENT __I ,. MANUFACTURER REQUIREMENTS. I - • • _1."4:, 4 •�r I L COORDINATE WITH VERIZON WIRELESS y --- r-I- 1 1 1 N I I1 1 veriLonwireless COORDINATE LOCATION OF OF 8 k I 4"CONDUIT W/PULL STRING TO FIBER CONDUIT STUB-UPS HATH EQUIPMENT \ -. I rMal\`LI__ --r-� __J 1 DEMARC FOR FUTURE USE MANUFACTURER(TYP) —�• ill I E:f I--- ----T� J 4 E�i -I I N N I ' Implementation Team 1 \ EEEeI 'I \ 1 ' I II Ems; • Gni, -a /I __ ��/,-. ' 1 I'' I I ,: SECONDARY POWER SERVICE(SEE CROWN ;J l ` 1 - I ELEC RISER DIAGRAM SHEET E-3) a: CASTLE Gni u:'' \ mai r PROVIDE(1)2"SCH 40 CONDUIT WITH N - .O-- 1 EE9I "- "• - c' PULL STRING FROM PRIMARY CABINET '1 / EMI& 1 ri '�,� I i PROVIDE(1)4"SCH 40 CONDUIT W/PULL TO FIBER CABINET _[_ _ �I I STRING I 36"BELOW GRADE FOR FI FIBER 1 { - Com' I I \ p I I 1 4"CONDUIT W/PULL STRING AND(3) A8E Team STUB UP AND CAP 4"SCH 40 _ .� 4IU I I iI 1i t ) /---1 I- -T_5, II I _ CONSULTING INC. ' I' GENERATOR CONDUIT ROUTING,1 I - _ (SEE TO ELEC RISER DIAGRAM rI PANEL"A"MOUNTED ON H-FRAME(SEE - 1 SHEET E-3) I I `. ELEC RISER DIAGRAM SHEET E-3) Ilii IN N Protect Info • 1I / '1 7- )I PROVIDE GALV.STEEL H-FRAME I 1 � \ CASCADE �� = I WITH CONCRETE BASES.SIZE AS LI \ !,,� REQUIRED FOR INTENDED J \ 10185 SW CASCADE 11 EQUIPMENT 1 TIGARD,OR 97223 K x-x-x - Z. . '-SIT ",t . - ...,k' .".5 -T.'.. x z H x 1 PROVIDE WP GFI RECEPT.ON Drawing Tale: • 'H-FRAME.CONNECT TO20A,120 CKT ELECTRICAL 1 IN PANEL"A",1/2"C,(2)#12 CU,(1)#12 m CU GRD COMPOUND 1 I PLAN Protect Number Date: I • 08/04/15 Drafter. Designer RM RM Project Manager Professional of Record: AM CS Revision No Sheet No: 0 E-2 22'x34"SCALE:3/8"=1'-0" 11x17"SCALE:3/16.1'-0" z' 2' PROPOSED ELECTRICAL COMPOUND PLAN 1 - I ' DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL NOTES: DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR PANEL"A"IS INCORPORATED INTO THE INTEGRATED LOAD CENTER OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK BUS VA BUS VA SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN (ILC) LOAD MIRE OND GOND AMPS BUS AMPS GOND ONO MIRE LOAD APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE A I B AB A I B SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS MID ('-)CIRCUITS TO BE EQUIPPED WITH A GENERAL PURPOSE CURRENT 1400 RECTIFIER 1 /10 /1O 3/i 30 1 -9--- 2 SPECIFICATIONS REMAIN THE PROPERTY OF ICOM TRANSFORMER(CT)WITH(2)#16 AWG LOW VOLTAGE CONDUTORS / (••) 60 t' /to /6 HVAC/1(••) 3336 CORPORATION • FOR FUTURE LOAD ANALYSIS SYSTEM CONNECTION 1400 3 ---Ii- 4 3336 1400 RECTIFIER#2(••) #10 #10 3/4" 30 5 -411-- 6 60 1' #10 /6 HVAC/2(••) 3336 1400 7 ---II- 8 3336 1400 RECTIFIER/3(••) #10 #10 3/4' 30 9 -•— 10 60 - - - FUTURE HVAC/3 1•9 - 1400 11 —9- 12 _ . ED 4 1400 RECTIFIER#4(••) /10 /10 3/4' 30 13 -IF--14 60 - - - FUTURE HVAC/4(••) _ 1 Ili 1600 IS —1111-16 _ [U'./y,4•T M.I.VEV77� 1400 RECTIFIER#5(••) /10 /10 3/i 30 17 -O— 18 20 1/2" /12 /12 INTERIOR LIGHTS 420 •(K al/ • 1400 19 —I,20 20 1/Y #12 /12 EXTERIOR LIGHT 109 DRI ND ORE• 1400 RECTIFIER/6(••) /10 /10 3/4" 30 21 -111--22 20 1/2" #12 /12 TOWER LIGHTS 620 5242 1400 23 —4-24 20 l/2" /12 /12 HEAT DETECTOR 180 'C'OF ORS' VERIZON WIRELESS LOAD SUMMARY - FUTURE RECTIFIER p(••) - - - 30 25 t-26 20 1/2• #12 /12 CORD REEL k RECEPT. 540 - 27 --28 20 1/2" /12 #12 GFCI RECEPTACLE ' 180 DESCRIPTION: KW _ - FUTURE RECTIFIER/8(••) - - - 30 29 -O—30 20 1/2" /12 #12 EXHAUST FAN 180 EQUIPMENT 24.50 KW• - 31 —II-32 20 1/2" #12 #12 EXTERIOR GFCI RECEPTACLE 180 I No. Date Revision RECEPTACLES&MISC 3.84 KW - SPACE - - - - 33 -.—34 20 1/2- /12 #12 GEN RN LIGHTS(OPTION) 140 _- TOTAL 28.34 KW@ 240V.10=118084 - SPACE - - - - 35 --IV 36 20 1/Y p2 p2 vESDA SYS (OPTION) Iso A 02/25/15 90%PZD REVIEW SET - SPACE - - - - 37 -.---•-38 20 I/2' #12 /12 GEN.BLOCK HTR(OPTION) 1200 •CONNECTED LOAD OF 19.60 KW x1.25 FOR CONTINUOUS LOADS - SPACE - - - - 39 —4.-40 20 1/2. p2 /12 GEN.BATT,CHARGE(OPTION) e00 B 04/14/15 ISSUED FOR ZONING - SPACE _ _ - _ 41 -66--42 20 1/2" /12 /12 GEN RM CORD REEL(OPTION) 360 TOTAL VA BUS A 18392 BUS B 16701 CONNECTED VA 35093 AMPERES: BUS A 153 BUS B 139 TOTAL 146 C 05/15/15 100%CD REVIEW SET NOTE. RATED VOLTAGE: 0 120/208 ■ 120/240 0 277/480 1 PHASE.388RE I BRANCH PIES 012 018 020 024 030 036 ■42 0 08/04/15 100%FINAL CD SET COORDINATE NATH POWER COMPANY TO OBTAIN AVAILABLE RATED AMPS: 0 too ■ 200 0 400 I CABINET. SURFACE 0 FLUSH FAULT CURRENT INFORMATION.VERIFY THAT AIC RATINGS ON ALL OVER CURRENT PROTECTION DEVICES ARE SUFFICIENT FULL NEUTRAL BUS I ■GROUND BUS I ■HINGED DOOR I■KEYED DOOR LATCH I ENCLOSURE TYPE NEMA-1 I - TO WTHSTAND MAXIMUM BRANCH DEVICES 0 FUSED ■ORCUIT BREAKER I M MAW LUGS ONLY I MAIN D WREAKER 0 FUSED 588101 I 2 - - ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT OF 9114909 10.000 AMPS SYMMETRICAL ACCEPTABLE 9ANUFACIIRZER/MOOEL INTERSECT MODEL:AA300-1-458-2-688/GENERIC uODEI:004877 -, 22-x34"SCALE:NOT TO SCALE ELECTRICAL PANEL SCHEDULE 2 Client: I 11Y17"SCALE NOT TO SCALE ROVIDE WP 200A,120/240V,10 42 CKT PANEL'A'.COMPLETE W/DUAL MAIN BREAKERS.42 ROVIDE IAP SERVICE CKT LOADCENTER,INTEGRAL AUTOMATIC TRANSFER RATED METER/DICONNECT/P SWITCH WITH TIME DELAY TRANSFER AND DUAL ENCLOSURE PER UTILITY CO INTEGRAL FUSS V er��wireless REQUIREMENTS BRANCH BREAKERS OORDINATEMPANYO WITH POWER / 22K AIC RATED Implementation Team COMPANY TO SET UP AND —/// __ ENERGIZE NEW SERVICE. -_-- _ __ • CROWN © • I •1 •�� 1 I ' • /1 =.UIP. EQUIP. CI% . 302 • 0— I fBINETS. CABIN- CASTLE PROVIDE ENGRAVED i i AUTOMATIC I • • • O-�NSSI I NAMEPLATE TO READ I I ROVIDE 200A/2P CIRCUIT TRANSFER SWITCH 302 I 'VERIZON WRELESS' BREAKER AIC RATING TO �� i I MATCH EXISTING DEVICES I __•) • •)• OH NSSI I AT SITE I 1 =— --1----- DUAL 200A/2P • • 13 a GROUND PER MAIN BREAKERS -- -- - --J A&E Team: NEC REQS42K AIC RATED / COORDINATE INCOMING • (((0)) POWER WITH POWER A . COMPANY 2'C. GENERATOR AUX RELAY FOR (3)#3/0 CU CONTROLS FUTURE ALARMS ,'„/ (1)#4 CU GRD CONSULTING INC. — 1"C. TO MW/FIBER 1 1"C. CABINET Project Info: (3)#14 CU FOR START/STOP. POR COORD W/GENERATOR OUTPUT BREAKER CASCADE SUPPLIER 10185 SW CASCADE 2"C. ENERATOR FURNISHED BY TIGARD,OR 97223 (3)#3/0 CU VERIZON WIRELESS,INSTALLED ,. • (1)#4 CU GRD r-- ----'-I BYE EAND LECTRICAL CONTRACTOR OMPLETE -.I •0 0 1 Drawing Title: I ELECTRICAL . ID O - I RISER ENERATOR BLOCK HEATER AND DIAGRAM BATTERY CHARGER • GENERATOR CONTROLS Project Number. Dale: 08/04/15 STUB CONDUIT UP AT 1"C. Drafter. Designer. MW/FIBER CABINET W/NYLON PULL ENCLOSURE FOR CORD RM RM FUTURE ALARMS Project Manager Professional of RecoTII: (2)20A,120V PANEL 1"C. AM CS "A'CIRCUITS (4)#12 CU Revision No: Sheet No: (1)#12 CU GRD 0 E-3 22Y34'SCALE:NOT TO SCALE ELECTRICAL RISER DIAGRAM 1 - 11 Y1 T SCALE:NOT TO SCALE I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR ! OMISSIONS.NO VARIATIONS OR MODIFICATONS TO WORK I SHOWN SHALL BE IMPLEMENTEDS OF THIS PRIOR WRUTEN J © APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND r O PROVIDE(1)#2 SBTC EXTERNAL GROUND RING(EGR), ow................___-71,.., SPECIFICATIONS REMAIN THE PROPERTY OF ICOM MINIMUM 36'BELOW,OR AS SHOWN,FROM THE PAD , \ CORPORATION • FOUNDATION AND ALL FOOTINGS,24'MINIMUM RADIUS. ( /// \\ IBOND TO GROUND RODS. \ OEXISTING TOWER GROUND RING(TGR) -� O3 PROVIDE 5/8'X 8'-0'LONG COPPER CLAD,STEEL GROUND / ED ROD DRIVEN TO 30'BELOW GRADE,MAX SPACING 15,0". I I I �'Gg t',� MIN SPACING 8'-0'.(ALTERNATE FOR ROCK-THOMPSON" I I I O �� l� #223,18'X 18'X 20GA COPPER PLATE,MAX SPACING 10,0" ( Alr Lr_7 1-1::T M, •�. OO C.)TYPICAL ' �No./ a 4 PROVIDE SERVICE GROUND PER NEC \\ _ / I •oR OREG•i OPROVIDE(1)#2 SBTC GROUND CONNECTION FROM I // �\_`� ///L- \ "�.?'�OF O�GC, METER/MAIN HOUSING TO EXTERNAL GROUND RING. / / V Co PROVIDE TIN PLATED COPPER EXTERNAL GROUND BAR / ./� // ``�-"�.� \ \ ``\\ (EGB)ON EQUIPMENT PAD VERIFY LOCATION WITH / // / \ \ \ - VERIZON WIRELESS FCM HARGER#T-GB1-14420-J,OR _______________��I-----L�- ---/- \}T----- ;^--- EQUAL.PROVIDE(4)#2/0 GREEN CU.,FROM EGB TO EGR. r_ I / / \ \ \ I No. Date Revision I PROVIDE SEPARATE 1-1/4'SCHEDULE 40 PVC CONDUIT 1 / / /' \ \ 1 SLEEVES AS REQUIRED TO ISOLATE AND PROTECT I / / /' I \ CONDUCTORS.CONNECT#6 WAVEGUIDE SHEATH © I / / / \ I A 02/25/15 90%PZD REVIEW SET GROUNDS AS REQUIRED. I I 1 I / I \ \ 1 ] PROVIDE TIN PLATED COPPER EXTERNAL GROUND BAR \ I / / I 0 I B 04/14/15 ISSUED FOR ZONING O (EGB)AT 136.ON TOWER.VERIFY LOCATION WITH I I \ __I / ,/ I \1 I VERIZON VIRELESS FCM HARGER#T-GBI-14420-J,OR 1 I _4) I C 05/15/15 100%CO REVIEW SET EQUAL.PROVIDE(2)#4/0 GREEN CU.,FROM EGB TO EGR �� \-/ - ( I OR TGR.PROVIDE SEPARATE 1-1/4'SCHEDULE 40 PVC I - / _ I Imo_ _ 0 08/04/15 100%FINAL CD SET CONDUIT SLEEVES AS REQUIRED TO ISOLATE AND L; / - " rt- - -Mr I I 1 PROTECT CONDUCTORS.CONNECT#6 WAVEGUIDE / I - /I L-_-_J- e_- 1 SHEATH GROUNDS AS REQUIRED r I 1 - I r I 1 I I N __� O PROVIDE(1)#2 SBTC FROM EGR OR TGR TO EACH 1 T--__--.__-_'�• I I I\ - --_ 1 — 2 _ - WAVEGUIDE BRIDGE SUPPORT LEG PER GROUNDING \ \ I STANDARDS TYPICAL. I I \\ � - I i \\ m \ I 3 O1 }- -- \ _�� 1 9 PROVIDE GROUND INSPECTION WELL PER GROUNDING -'`•� ® I \ - ---STANDARDS. I I \N. I Client: l 111 1 O BOND NEW EGR TO EXISTING TGR PER VERIZON WIRELESS GROUNDING STANDARDS TYPICAL. I - - ( r-----, -l L---_J I ( --- ' _- - - - 1 11 REFERENCE DETAIL 8/E5.0,PROVIDE THREE(3)6'TIN 1 `` r PLATED COPPER EXTERNAL GROUND BARS(EGB),ONE i I _ 1 PER SECTOR ON TOWER AT ANTENNA PLATFORM LEVEL 11 ~- -_7----- -/ \1 I\ 1i -1 --- X - �T - VERIFY LOCATION VITH VERIZON WIRELESS FCM. i HARGER#T-GBB-1426-G,OR EQUAL.BOND DIRECTLY TO II \\ - - " �\ F I \\ ~\\ I I wireless MONOPOLE(NO ISOLATION)PER GROUNDING I ..-_ \ \ \ x..--i \ STANDARDS.CONNECT#6 WAVEGUIDE SHEATH N. ® \ \ - ----- \ I -' 40 GROUNDS AS REQUIRED 1 -- r u \ \ \_ - -- j \, i\\\ Implementation Team: 12 PROVIDE(1)#2 SBTC GROUND LEAD FROM EGR TO IICI I-._ it -I - \ H-FRAME PER GROUNDING STANDARDS.BOND BOTH I F L----_I 1 \ POSTS. 0 II I I) \0 " ' I \ 13 PROVIDE#2 SBTC BOND FROM EGR TO FENCE POST 111---_________ 8 \ (CORNER POSTS,GATE POSTS AND PERIMETER POSTS, I I \ \\ 1 \ CROWN MAX 20'-0'0 C)TYPICAL I '\,..........._____-..-- \ ll a:2 0. PROVIDE#2SBTC BOND FROM EGR TO GENERATOR 1 t - Ii \\I CASTLE FRAME.TYPICAL 2. I \ " r 1 S BATTERY REFERENCE GROUND I I L ---J-- 0 NOT USED I 1 n ' 1 N. 1I O I I I 1 4 mPROVIDE(1)#2 GREEN CU.GROUND LEAD FROM THE4"---'17--.--------'-'1 1 © I A&E Team EQUIPMENT GROUND LEAD AND BOND TO THE I I I r \\ _ /- - EQUIPMENT CABINET PER THE GROUNDING STANDARDS . 1 TVPICAL. 1 \\ _I 1 \ �\ 1 ® (o� II 1 I I / (( I 11 O CI 1 \ 1 CONSULTING INC. .I \\ 1 Project Info- ] nfo I I \-0 © \\ II \ I CASCADE \ 10185 SW CASCADE TIGARD,OR 97223 ,7' lI vv1 1 a - r# 1 L— 1 Drawing TRIe. I m II m 1 \\\\ \ GROUNDING 9 II © I • ® PLAN/NOTES O L� • —. J \ I I \ \ •1 I I 1 Project Number. Date: I re - �, I N.N. \ \ I �_ —x—x—x—x—x� Drafter. Designer --------------------- - - - --� .r x — x — — — — — — —x—x x—x—x— = -x=x—x x=x=�ic—x—x=x—x—x—x—x—x—x—x—x—x_ RM RM Project Manager Professional of Record AM CS Revision No. Sheet No: I I 0 E-4 nd7" SCALE:NOT TO SCALE PROPOSED EQUIPMENT PAD GROUNDING 1 - Ind 7"SCALE.NOT TO SCALE ... DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO YORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRTTEN ,. NOTE:CONTRACTOR TO USE APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ME KOPR-SHIELD,PENETROX TYPE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND "EAT THESE CONNECTIONS SPECIFICATIONS REMAIN THE PROPERTY OF AEON CORPORATION U 1 HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS �n METALLIC BOX,CABINET �4t• D Nit, EW COAXIAL GROUND KITS W LONG HOUSING,ETC TO END OF ICE BRIDGE#2 AWG BARREL COMPRESSION LUGS BRASS TWO HOLE MECHANIQAL STRANDED JUMPER W/SHORT LUGS)TO BE INSTALLED BY ANTDENNA ,&�A-I 11 T.M...vee• '' CONNECTOR WITH STAINLESS BARREL COMPRESSION LUGS(T&B CONTRACTOR WITH HEAT SHRINK Y/' 9 HARDWARE "TEE"TYPE EXOTHERMIC WELD TO #54205 OR 5407),TO GROUND BAR '/ #2 A BARE TINNED SOLID GROUND BAR NEW 4"x 24"x 1/4"thk COPPER GROUND COPPERBY oR WIRE(UNIT BOND) AND.DREG. CABLE GROUND BAR 7 W x 1/4"D x • #6 STRANDED JUMPER BAR.CONSTRUCTION MANAGER TO 5262 LENGTH REQUIRED FOR#OF TO WAVE GUIDE PORT VERIFY EXACT LOCATION AND CABLES USED,SOLID COPPER W/ INSTALLATION IN FIELD 9�OF�g�U i 2 PRE-DRILLED 3/8"HOLES @ 2"OC TO GROUND KIT 1. LENGTHWISE.COORDINATE HOLE \\ SEPARATION W/DIMENSIONS OF 11 PARALLEL EXOTHERMIC WELD _, -- TWO HOLE CONNECTOR USED \ O TO EXTERIOR GROUND RING t��II1 r��i CONNECT ANTENNA CABLE O O D-.-C--(;:'-i7 C COO 0 0 100 0 0 0 0 0 0 0 O O No Date Revision War *H4444+11 GROUNDING SHEATH - / 0025 C O O OO ((,":)0 OO O O OO 00 OO OO OO OO 0O \ /•. I♦ ► ♦ CONDUCTORS TO GROUND A 02/25/15 90%PZD REVIEW SET BAR USING TWO HOLE 0 0 0 0 0 0 0 0HS CADWELD 0 0 0 0 0 0 0 0 0 CONNECTORS-TYPICAL BY B 04/14/15 ISSUED FOR ZONING ANTENNA CABLE INSTALLER 0 \ TYPE CABLE SUPPORT-TYP `#4/0 SOLID TINNED CU--.--''''....--................--.... C 05/15/15 100%CD REVIEW SET 2To34"SCALE'NOT TO SCALE CABINET GRD DETAIL 9LEAD TO GROUND LOOP t I1 k1 T SCALE:NOT TO SCALE 0 08/04/15 100%FINAL CD SET #2 AWG SOLID BARE TINNED i #6 AWG SOLID BARE TINNED COPPER CONDUCTOR TO 'a COPPER CONDUCTOR TO 24 1 VERIFY IN FIELD TRENCH GROUND CABLE.USE GROUND RING EACH POST / / MECHANICAL SPLIT BOLT TYPE FINISHED GRADE.IF ASPHALT, • 2 CONNECTION - - PATCH TO MATCH EXISTING MATERIALS NOTES 3 1 ALL HARDWARE 8-88 STAINLESS STEEL INCLUDING BELLVILLES \--,v v v v,--;.v,-v v v.- COAT MATING SURFACES WITH KOPR-SHIELD BEFORE ATTACHMENT ..ti4.7..A�1.A�.^OANIPtiPtale. `.04.1�OA� 2.FOR GROUND BOND TO STEEL ONLY:INSERT A TOOTH WASHER Client: I AP AP I4 I I I I 11 I I BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH KOPR-SHIELD Alli 111.al ex 4111 Ilir it eir..VP.Vir all 111.4.11:111,Cr el•••allex 4111 Or 3 ALL HOLES ARE COUNTERSUNK 1/16" \,C - 4.ALL LUGS ARE DOUBLE HOLED 5 HEAT SHRINK ALL OUTSIDE LUG �. UNDISTURBED SOIL CONNECTIONS 6 vers wireless Y COMPACTED BACKFILL 22"534"SCALE NOT TO SCALE ICE BRIDGE GROUNDING DETAIL 8 22 z34"SCALE'NOT TO SCALE 11"x17-SCALE NOT TO SCALE 11'517"SCALE NOT TO SCALE MAIN GROUND BAR DETAIL 7 - H UTILITY WARNING TAPE Implementation Team: I E1 El:T ELECTRICAL SERVICE CONDUIT CROWN Ti:4"TELCO SERVICE CONDUIT FINISH GRADE CASTLE NOTE: FOR SERVICE CABLE INSTALLATION INSTALL TOP OF GRAVEL PULL STRING IN EACH CONDUIT 30"DEEP INSPECTION WELL OR A&E Team: I 7 EQUIVALENT EXTERIOR GROUND EXOTHERMIC WELD(THERMOWELD OR 2‘ RING,#2 SOLID,BARE EQUIVALENT)PARALLEL,#T(90")WELDS (((e)) TINNED COPPER ALLOWED N Z 11=111=111=11 f- `O -I 1= GROUNDING 1 I—III—� CONDUCTOR NO SLAG OR DEFORMITIES ALLOWED .�♦ —111111=1I 1 111 11=1 11=1 I I- 0 11,P 22'534"SCALE.NOT TO SCALE b I IIII—III—I I.oo o00 >o Doo—III=I 1 1—III=1 115,1T SCALE.NOT TO SCALE SERVICE TRENCH DETAIL 6 0 _T_I—WTI—_°�oQo� s�°°i=I�=_Ti-� - 11.1----T- CONSULTING INC. Z 1 1 1-111 oo°c°000°poo=111-1 �- _ 1t I 1—oo go 3%4"CRUSHED STONE OR EQUAL FILL '_ ." -I I 1-Opgo080 TEST WELL TO WITHIN 8"OF TOP / o p -Door 0o MINIMUM BENDING J s + 1 11111111111 OUTSIDE CABINET/SHELTERLjoopc°ogo W RADIUS-45',TYP1 Project Info: Dp 000° pore#2 SOLID TINNED COPPER POR ll °Po°o 4�U.L.APPROVED GROUNDINGJUMPER,#2 SOLID,BARE, CASCADE CLAMP,TIP EA CONDUITI #2ONNETION(T P EDBARETINNED COPPER GROUNDINGs - 1TIGARD,OR 97223 0185 SW CASCADE ,_ CONDUCTOR# #2AWGBARETINNEDSOLIDCOPPER WARE EXOTHERMICL COPPER HARE(EXTERIOR WELD CONNECTION TO GROUND Drawing Title: GROUND RING) ROD 5/8"x 8'COPPER CLAD GROUND PARALLEL TYPE EXOTHERMIC• ROD CADWELD CONNECTION WELD TO GROUND RING (TYPE PT) GROUNDING DETAILS EXTERIOR GROUND RING Protect Number. Date. 08/04/15 Drafter. Designer. RM RM " Project Manager Professional of Record: AM CS Revision No: Sheet No: 0 E-5 11T SCALE:NOT TO SCALE TYP MULTIPLE CONDUIT GRD DETAIL 111-x1T SCALE:NOT TO SCALE GROUND ROD WITH ACCESS 111-x1T SCALE:NOT TO SCALE TYP GRD CONNECTION 1 <, • • I 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 U APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS MID 1 "'''''''''.%3,. ? SPECIFICATIONS REMAIN THE PROPERTY OF ACOM ....,`,..B.,,,,„ \ CORPORATION li —74610.bish, 'IIHH'rioNi, "t-, Ill*ig 9 4.... — I. rwRED Alit, TYPE TA TYPE VN TYPE NC TYPE SS \ -A ` 't%T.9 E 5 L•OR 1ANO.ORE ilk 5262 9r�'OF ORLV ♦ ♦ _ 1I �` �� `�= No. Date Revision 1 IIII A 02/25/15 90%PZD REVIEW SET TYPE VV TYPE VS TYPE VB TYPE PT B 04/14/15 ISSUED FOR ZONING C 05/15/15 100%CD REVIEW SET 0 08/04/15 100%FINAL CD SET 1 - - 1111111114111 4�I � Client: 1 TYPE GT TYPE GY TYPE GR TYPE GL veruwireless 6 Implementation Team 1 117"SCALE NOT TO SCALE NOT USED 11'kT SCALE'NOT TO SCALE CADWELD GROUND CONNECTION DETAILS 4 CROWN a: CASTLE GRADE-\ ABS Team: 1 0.2273 DIA.MAX. a W/ 7/4/Y W. / Vr•'y 12"TO 24" UJ ((I.)) ANTENNA CABLE I Z W .� TO ANTENNAS __=� = I�=' EXOTHERMIC WELD ,1,,' W Cr) CONSULTING INC. RX2 1 TX1/RX1 WEATHERPROOFING KR(SEE NOTE 3) WEATHERPROOFING f/, KIT(TYP.) . CABLE GROUND KIT J RING GROUND,#2 AWG BCW 1 COAX JUMPER GROUND KIT(TYP.) SOLID,TINNED Project Info: (TVP.) 11 4131 #6ATHWNINSULATION(GROUNNDED CU WRE VATH DED TO POR GROUND BAR-SEE NOTE 1 8 2) CASCADE I I ' F6 ANG CONNECTOR J/ ■. A' I 10185 SW CASCADE TIGARD,OR 97223 WEATHERPROOFING ,L _ L ISOLATE FROM TOWER HALO w/#2 KIT(TYP.)SEE NOTE 2 TO LOWER TOWER BUS BPR i II Drawing Trtle: ANTENNA CABLE "11 COPPER ANTENNA GROUND BAR, GROUND ROD COPPER CLAD TO BTS EQUIPMENT WITH INSULATORS NOTES- STEEL ROD WITH MIN 5/8•x 8'-0' (TYP) IGROUNDING TO MASTER GROUND BAR 1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS NOTES DIRECT GROUND WIRE DOWN TO GROUND BAR DO NOT WIDETAILS INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND RE DOWN TO 2.GROUNDING KIT TO BE TYPE AND PART NUMBER AS SUPPLIED OR ANTENNA GROUND BAR. RECOMMENDED BY CABLE MANUFACTURER • 3.WEATHER PROOFING SHALL BE(TYPE AND PART NUMBER AS _ WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COW SHRINK SHALL NOT BE USED. SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER NOTES: Project Number. Date: 1.GROUND LINE TO BE A MIN.OF 30"OR BELOW FROST LINE, 08/04/15 WHICHEVER IS DEEPER 2.GROUND ROD SHALL BE DRIVEN VERTICALLY,NOT TO EXCEED 45' Drafter. Designer FROM VERTICAL RM RM Project Manager Professional of Record AM CS Revision No' Sheet No 0 E-6 127k T SCALE:NOT TO SC GROUND CABLE CONNECTION 711-x17-SCALE:NOT TO SCALE CONN OF GRD KIT TO ANTENNA CABLE 1 17'SCALE:NOT TO SCALE GROUND ROD DETAIL 1 -