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Plans (2) 00 NOT BOM E DRAW 149.CONTACTOR MUST VE W PY All OUSN"M AND ADMi CONSULTANTS OF ANY firinn OR OhOSSN"NOVATwT10N80RMOWFCATIONSTO m V BHOMSIW1 WWPLEIENT®VWDiOMPRCR\YRUREII �yg' APPROVAL ALL PREVCI18188UESOFTHIS ORAW1mARE V WPEPEEOm BY TIB LATEST REVISION.ALL dUWIN08 AND SPECIFICATIONS IFMA N TSB PROPERTY OF AODM CORPMTIOt. I`1A\( ► e;�ul ;mob-c. ?-73/ ' POR CASCADE - MW A �^ R verizonv 10185 SW CASCADE AVE r�'OF Ogg' TIGARDv OR 97223 NO. Deb Revbbn A 12WJIS POD REVIEW SET 0 12MMS 10D%FINAL CD SET 1 - 2 9 - VICINITY MAP PROJECT INFORMATION SCOPE OF WORK JURISDICTION: CITY OP TIGARD VERIZON WIRELESS PROPOSES TO INSTALL ANEW TEMPORARY MICROWAVE ANTENNA ON THE EXISTING TOWER �+.,/ .a,p• • •1'>m.'..a. 1, ZONING CLASS: MIXED USE COMMERCULLWITtI COAX ROUTING FROM THE VZW EQUIPMENT TO THE MW VIA EX18TN0 CABLE LADDER THE MICROWAVE L :, '' 3 e •• P OCCUPANCY GROUP. U EQUIPMENT TO BE INSTALLED IN THE EXISTING VZW EQUIPMENT CABINETS ¢"'' • •;� , ` � ''"�✓ ���- PROPOSED USE TELECOM v e r i z o n ' E it w TAX LOT ID: 1S1W35BB4XKM �+ LOT SIZE: 2.07 ACRES .1 ' LATITUDE: 46.28'47.5'N R LIST OF DRAWINGS LONGITUDE 122 4T 00.0'W SHEET DESCRIPTION GROUND ELEVATION: 181.431AMSL STRUCTURE HEIGHT: 11S4P(TOPOFTOWER) T-1 COVER SHEET aaE Teen,: T-2 GENERAL NOTES AND SYMBOLS c ) CODE COMPLIANCE � SITE PLAN l A-1 COMPOUND PLAN ALL WORK AND MATERULL9 SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONSULTING INC. CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THERE CODES: A-2 EXISTING&PROPOSED ELEVATIONS OREGON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE 2t A•3 MICROWAVE DETAILS P. wo: 2014 OREGON STRUCTURAL SPECIALTY CODE POR - 2015 OREGON ELECTRICAL SPECIALTY OWE RF-1 MICROWAVE DETAILS CASCADE r7 10185 SW CASCADE `�, '1•t y9 a 2014 OREGON MECHANICAL SPECIALTY CODE TIGARD,OR 97213 1•i.' �` "*+ 2015 NFPA 101 LIFE SAFETY CODE . � nOF 11"E COPS' 77 COVER SHEET DRIVING DIRECTIONS CONTACTS APPROVALS (FROM VERRON WIRELESS-PORTLAND,OR): PROP APPUJENT CONTACT: TITLE SIGNATURE DATE I c RVER SAMH BMNCHARD wCK� Project camber. Date: START DRIVING SOUTH ON NE 122ND AVE TOWARD HE WHTTAKER WAY.TURN RIGHT ONTO NE FREMONT ST.HE PGE ACOM CONSULTING,INC ACOM CONSULTING,INC REPRESENTATIVE 12AW15 FREMONT ST 19 JUST PAST NE BEECH S.TAKE THE 3RD LEFT ONTO NE 102ND AVE.NE 102ND AVE 18.1 MILES PAST 2213 SW 153RD DR 1125 SE CLATSOP ST 1125 SE CLATSOP ST HE 105TH AVE.MERGE ONTO 1-04 WNS30 W TOWARD PORTLAND,MERGE ONTO IL 8 VIA THE EXIT ON THE LEFT BEAVERTON,OR 97008 PORTLAND,OR97202 PORTLAND,OR 97202 DRIhr. Omw- TOWARD SALEWBEAVERTON.MERGE ONTO BE PACIFIC HWYIOR99W VIA EXIT 294 TOWARD TIGAROINEWBERG. PHONE:(503)48449= PHONE:(603)310-0844 PHONE:(428)209.8723 RE ENGINEER KM RM MERGE ONTO OR-217 NIBEAVERTON TIGARD FWY N TOWARD BEAVERTONISUNSET HWY.TAKE THE GREENBURG RD emeh.blenohaM@eoort oortsu n91nc.ODm Roknml"wastmmmTmAunglamoom EXIT,EXIT S.TURN LEFT ONTO SW GREENSURG RD.TURN RIGHT ONTO SW CASCADE AVE.SW CASCADE AVE IS JUST PmjSCt MalAw. P afee6bnm of Reowd: PAST SW SHADY LN.ARRIVE AT 10185 SW CASCADE AVE. SITE OWNER AM CS T�TWER CWVNER CONTACT: Reviebn No: Sheet No: ERICA ANDREW$ CROWN CASTLE PHONE:(412)963.9778 _ O L GENERAL NOTES LINE/ANTENNA NOTES 00 NOT rGLE0RAWNMOONTRACVMMUBTVE "F 0al[:N8"ANOAOV=cON8t0.TANT80FANTFAr "oR 0%assum NO VARMTNoNBOR Moo*'"Tw*o TO WORK 8110MN PW 19E VAP196N=WRNMff PNOR WRm91 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS.ALL 18. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL APPr YAL ALLPREvwua MGM OF MO OPAWM ME 9UPEREFOEa Ov ne tAMT FWM*N.ALL ORAWNW AND NECESSARY LICENSES,CERTIFICATES,ETC.,REQUIRED BY AUTHORITY HAVING CONFORM TO ASTM A307 OR ASTM A36.ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL WWF"T%M REMVN TM PROPEW OF A00A1 JURISDICTION SHALL BE PROCURED AND PAID FOR BY HE 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 00RPO1a1T1O" 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 HE 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. n THE INDEMNIFICATION,THE REMOVAL,OR ANY EFFECTS FROM THE PRESENCE OF THESE MAINTAINED AT ALL TIMES. MATERIALS.IF EVIDENCE OF HAZARDOUS MATERIALS B FOUND,WORK IS TO BE 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY �S SUSPENDED AND THE OWNER NOTIFIED.THE CONTRACTOR IS NOT TO PROCEED WITH 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. POWER IMMEDIATELY UPON AWARD OF CONTRACT.HE GENERAL CONTRACTOR IS CONSTRUCTION. I T. vEY REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, 3 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. NOTED.ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND POWER COMPANY,ETC. USE STAINLESS STEEL HARDWARE THROUGHOUT. WORKMANSHIP.HE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK D.ORE THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF 20. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF HE EXPECTED 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND 5262 TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, DATE OF COMPLETION OF HE POWER CONNECTION FROM THE POWER COMPANY. CONNECTIONS. ��F �v WHICHEVER IS GREATER. QP7� 21. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID SHARP BENDS. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED DATE,THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY ALL BENDS TO BE A MIN.OF 8"RADIUS. VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED.COSTS ASSOCIATED STARTED.NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS.USE A TWO-BOLT FORESEEN BY AN INSPECTION,WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, HOLE NEMA DRILLED CONNECTOR SUCH AS TSB 32007 OR APPROVED EQUAL. NO oero Revubn WILL BE ACCEPTED OR PAID. 22. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19,20 AND 21 ABOVE,THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY 7. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL A 12W16 PCD 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'SY DEARBORN VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE CHEMICAL COMPANY. 0 121wo 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 HERMO-WELDING.USE 1 WITH. THE PROPERTY OF HE 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 HE OWNER ON OTHER PROJECTS OR 2 8. 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 5 FOR STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,CIVIL,OR ARCHITECTURAL WORK. COMPENSATION TO THE ARCHITECT.THESE PLANS WERE PREPARED TO BE SUBMITTED TO ALL CONDUIT OPENINGS. GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS,CONTRACTOR TO COORDINATE clot 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 HE 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 ELEMENTS OR TO THE CENTER LINE OF ELEMENTS,UNLESS NOTED OTHERWISE.CRITICAL APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE v e r i z o n� DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE PROJECT INFORMATION RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND BUILDING AUTHORITIES DURING HE EXECUTION OF THE WORK. REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE.AT THE COMPLETION OF THE PROJECT,HE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING,SITE,AND ANY 25. IN EVERY EVENT,HESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE 1. THIS IS AN MANNED FACILITY AND HA 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 HE CONTRACTOR,SUB-CONTRACTOR,AND/OR SUPPLIER/MANUFACTURER 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED 2. VERIZON WIRELESS CERTIFIES THAT HIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO THE MINIMUM SPECIFICATION.IF ANY ITEMS NEED TO EXCEED THESE MINIMUM BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.THIS FACILITY TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES, SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING CONDITION, IS OCCUPIED AND IS DESIGNED FOR HUMAN OCCUPANCY.IT IS NOT OPEN TO THE PUBLIC. THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS.FOR A&E ream: 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 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT HIS LOCATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO HE EXISTING ELEMENTS),REDUCED SPACING,AND/OR INCREASED LENGTH(I.E.BOLT LENGTHS,BAR CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION.THE LENGTHS)THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE (�(�)� CONTRACTOR SHALL NOTIFY HE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR BID/PROPOSAL.THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY S. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. ANY ADJACENT STRUCTURES AROUND HE 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 B. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE, 28. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO VERIZON WIRELESS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE CONSULTING INC. 7. S CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE TRIP PER MONTH S ONE HOUR PER VISIT. 13, WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR CONTRACTOR SIMILAR CONDITIONS,EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS,UNLESS NOTED OTHERWISE. Project Irdb: 14. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, POR THE CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE STRUCTURE MALL HAVE A SMOOTH TRANSITION. CASCADE 10186 SW CASCADE 15. HE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER TIGARD,OR 97723 CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING,ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE HE EXISTING CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL,SYSTEMS Drq Tttl« ARE ADDED OR MODIFIED,HE GENERAL CONTRACTOR SHALL REPAIR,PATCH AND MATCH LEGEND IMPORTANT NOTICE ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS.WHERE RUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTIONO MACONCRETE MASONRY TCH L H E EXISTING B HOND.WHERE CONCRETE CONSTRUCTION IS HE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND GENERAL NOTES MODIFIED,THE THE CORRECTNESS NOR CONSTRUCTION.ALL WOOTOR RK SHALL BE COVERED UVERIFY THE NDER R T E GENERAL CONTRACT.CT DETAILS TO BE USED FOR BUILDING/WALL/DETAIL SECTION LARGE SCALE DETAIL INFORMATION PROVIDED BY OTHERS.ACOM COMPLETENESS OF THE EXISTING CONDITIONS SHOWN ANNSULTING DASSUMES NOT RESPONSIBILITY BIILITY THEREOF. AND SYMBOLS Detail Number 'a'aaaa9 CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS Detail Number A ; : 12 AS REQUIRED FOR PROPER EXECUTION OF PROJECT.REPORT ANY CONFLICTS OR DISCREPANCIES TO THE 1 CONSULTANT PRIOR TO CONSTRUCTION. P wemer Date: Sheet Number �....... A_1 12/00 4/15 Where Detailed Sheet Number D mmr Deegnor. Where Detailed KM RM REFERENCE Projerx Ma,mpar. Proreeeiorml of RecorO: c AM CS Mt Revlabn Na Sheat No: Relerenoed Drawing 0 T-2 O.EKN8gN ANDAMM CONO iMM an l°�EFROM OR OWIMOW.NOVARIATON•ORMODWMTNACITO W \\ \ eNOMN&4N aE•IPlOO=M®wn"o Tp ORWROIBI APPRGD ALL PFUMOlm GGLES OF TNIe ORIIWWOARE \ eUPERWIM SV THE tATEIFT REYWIOIL ALL DRAMMAND BPECIFNr\IIONe REMAIN THE PADPMM OF AODM CORPOR&TM /.00 �gED *C, // T. VEY a 0-1 5292 �( .000 ,// / NO. Dale ReNelon //• \` \ /\ \�` \ A 12/02/15 PCD REVIEW SET 0 12AW15 100%FINAL CD SET (E)VZW FENCED \ � 1 i COMPOUND i 9 077••77 i•• • \ MONOPOLE • verizonv kp ri\��7•rr••rj7•• � 1 ` \9\ \` \ \ A&E Teem: . •1r0j7•r A.1 I \ \ \ (00 APR 181 \ � \ CONSULTING INC. t AREA:2.07 ACRES � Plojaet trga \� ` ; \\• \ POR — CASCADE A 10185SWCASCADE \ \ TIGARD.OR 97123 11 \ / •// •/�''// \ SITE PLAN //' \\ Plojed Number. Deb: 12AW15 DIa}br DeeiW- //OpEF� lad RM //ANO \ P Abne9ar. Prufeselonel of Reom%L /• AM ca •//•/ `\ N ReNebn W. Sheet No: \ 0 A-0 W.WSCALE:1•-IW-W ��� / SITE PLAN 1 11kir SCALE:V-3074" 1 DD NOF SC&E ORMVNW.CONTRACTOR W9FVEAIFY Nl DNENWO NSI AOV=ODNSUMNT3 OF N ERRORS OR 9HOVM&B.ND VARNTSINB E T.m THOUT PRIOR TOvwAnT SNOYYNSTUTL 9ENRHEMmS OF TKtF PRAWNG ARE `. APPROVAL ALL 1$eLTESTUS F F9SM.ADRAWNDATaE / \ SUPERSEDED BY TF@ NTM PROPEIN.ALL DRUM Nos NSI / \ CCRPCiMT011 RFNAINTS?PROPf9TY OF ACM _ �•� \ o R D,ORE xi`� ` S \\ \\a •` 5252 \ \ \ (E)EQUIPMENT \ \ No Date Revlehn LEASE AREA A 121M6 POD REIAEWSET 1 HIG \` \ ; v \ \ o 1awas goo%FluL co sET (E)5'-0 (E)115'MONOPOLE FENCE •� \\ (" \ �� \ —�__ —`—a 1 2 \\ ✓ (E)VERIZON WIRELESS ` EQUIPMENT CABINETS MOUNTED \ s \\` ON CONCRETE PAD \ }1 \ v verizonv PROPOSED TEMPORARY VERIZON WIRELESS MW DISH 55'fY RAD CTR A&E Teem: CONSULTING INC. project Info: POR CASCADE TIGARD,OR arm o A (E)VERIZON WIRELESS \ H-FRAME WITH UTILITY (E)VERIZON WIRELESS CABINETS COMPOUND; 1 GENERATOR \ PLAN pmt m NuTTmm Dem: 12/(W15 \ DreRer. Dmdaror. KM RM 1 Prolem hknmw PTMessloml of Record: AM CS NRevlemn No: slTeet No: 0 A-1 COMPOUND PLAN 1 iimrSCweIre'-rc' o' T 2 r D• a W NOT SCALE DRAWSAS.CONTRACTOR WSTVE ALL OYSNSWNS ANDAOVDE CONSULTANTS OF ANY ERRORS OR OWING S.NO VAAUTIONSOR MCOMOATIONS TO YANK SHOWN WALL EE RAPLESEMm W THOUt PRIORWRIrtm ANTI APPRO A ALL PREVIWB ISOM OF THIS ORAWNOARE LliiY� SUPERSEDED SYTE LATEST REVISION,ALL ORAWRgSAND SPMFICAnoNS RENWH THE PROPERTY OF ACOM NO WORK SHALL COMMENCE CORPOPoITNN WITHOUT AN APPROVED STRUCTURAL LEITER PROVIDED BY THE LANDLORD.THE CONTRACTOR SHALL REVIEW THE APPROVED 7� ETTER AND Y APPLICABLE MODIFY, ROOF MEMBERS ANr ll r PRIOR TO INSTALLATION OF MW ANTENNAS AND COAX CABLES ,�.r1 I T. VEY` 0.ORE 5262 �Qy _TOPOOF EXISTING MONOPOLE _ � 1211 �O�j II_ gP-0 EXISTING MONOPOLE 1 II I III EXISTING ANTENNA ARRAY--� No. Dais Revision ' EXISTING ANTENNA ARRAY—' li A 12/0&16 PCD REVIEW SET l 0 12/04/16 100%FINAL CD SET r ii - - 1 2 EXISTING ANTENNA ARRAY �41 I � EXISTING ANTENNAARRAY IIp �it i Client EXISTING ANTENNA ARRAY EXISTING ANTENNAARRAY p i � 729'-0'HEIGHT OF VZW ANTENNAS 1 129'HEIGHT OF VZW ANTENNAS ii verizonv TIP Z-1 Eff u u PROPOSED TEMP MW RAD CENTER PROPOSED TEMPORARY ( VERRON WIRELESS V MW I ANTENNA ATTACHED TO A&E Tom: I NEW RING MOUNT 1 EXISTING 116'-0" Ir EXISTING 116-0" / MONOPOLE �— MONOPOLE �i 1 CONSULTING INC. I lil PROPOSED VERIZON WIRELESS MW COAX CABLE I� (FOLLOW EXISTING CABLE ROUTING) POR 'll CASCADE 10186 SW CASCADE 17 TIGARD,OR 97723 I Emommommunno I II liI I EXISTING VZW EQUIPMENT I EXISTING AND ON CONCRETE PAD EXISTING VZW EQUIPMENT 'I EXISTING&-0"HIGH CHAIN ON CONCRETE PAD I PROPOSED \\ /� ,I IENCE NIGH CHAIN LINK FENCE LINK FEELEVATIONS F'rojed Number: Date: 12!04/15 OeSv- (E GRADE I - — -- OralEer �E)ORADE IWI RM Pr*xg Wnner. PRKsss1wel of Ro=d: AM CS RevISImI NTX Shoot No: 0 A-2 SCALE:+W=0 4' 6 w 7 D" 6 EXISTING ELEVATION 2 �;;„�:a IS 0" IT PROPOSED ELEVATION Ll DO NOT SCATS DRAWINGS.CONTRACTOR MAT V WALL De1ENIONS AND ADVISE CONNAUM OF ANY ERRORS OR OkCSMONS.NO VARIATIONS OR MODIFICATIONS To WmU[ SHOWN 8H W S,1�WN/DNt FRO%WIVITEN APPROVAL ALL PREVIOLISGREG OF TILS WAWNO ARE SUPERSEDED BY THE LATEST REVISION.ALL OPAW"AND SPECIFICATIONS RENON THE PROPERTY OF AOOM CORPORATION PATH QUANTITY AZIMUTH TILT COAX TYPE COAX LENGTH TYCO 1 181.43° 0.78° TBD TBD FT T VEY a R D,ORE 5282 Q (N)FLUSH MOUNT ADAPTER �� No. Dery Revision KIT WITH LIGHTWEIGHT RING MOUNTS(VALMONT#FMA2, A 12MZM5 PCD REVIEW SET NOTE: #UGLM OR EQUAL) \ 0 12RW5 1W%FINAL CID SET COAX LENGTHS ARE BASED ON VZW SITE MODIFICATION REQUEST FORMS. CONTRACTOR TO VERIFY WITH RCC FOR ACTUAL LENGTHS PRIORI TO CONSTRUCTION. \� 2 REFER TO VZW SITE MODIFCATION REQUEST FORM FOR ANTENNA INFORMATION \� / s Cleat 0 s 0 q o mdi.'SCALE:NOT TO SCALE MICROWAVE RF SPECIFICATIONS 3 EXISTING MONOPOLE „Y,7'BCALE:NOT TO SCJa.E verizon%/ N MIN MOUNTING PIPE MANUFACTURER:RADIO WAVES MODEL#SP1{,2 WIDTH:18" HEIGHT:18" DEPTH:&5" / Tow: WEIGHT:15 LBS MW MOUNT BY FREQUENCY:8.25-5.85 GHz MANUFACTURER \ / CONSULTING INC. 18" O Q PMJW BMo: POR CASCADE \\\ 10185 SW CASCADE TIGA\/\ TIOARD,OR 97123 Drawing m: cc m MICROWAVE DETAILS Projed NLNnber: Deft: (N)2'(MIN)MOUNTING PIPE 121WI5 (N)2-(MIN)MOUNTING PIPE (ATTACHED TO EXISTING o ane ANTENNA PLATFORM MOUNT) KM RM Prolm Mannef Professional of Reoonl: AM CS MW MOUNT BY Review No: Snell No: MANUFACTURER 0 A-3 22'x14 SCALE:NOT TO SCALE SCALE:MICROWAVE SPECIFICATIONS 2 ,'SCALE:rNCTT TO SCALE MOUNT DETAILS 1 11'O1T SCALE:NOT TO SCALE 00 NOT SCALE DRNNNGS.CONTRACTOR MUST YENIFYAL DMWE0 n AND ADVISE CONaATANTe OF ANY ERRORS OR �.NO VARATDNem1 MOdFi'ATDr®roYA]P( .. SHO"•ALL BE IMPLEMENTED writ/our PRIOR rMUTIEN APPROVAL ALL FR VAOUS MOLES OF THIS DRAWNO ARE SUPERSEDED SY TIE LATEST REVISION.ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF ACOM CORPORATON. radimwaves VS'V+A2 1-5:1 [raj T. VEY� a.7 a Ps Um Lcn s -I-I dE3 ( - - R D,GRED SPI-5.2 Mechanical Specifications OF og 0.3 in I t ft Standard Performance Parabolic Reflector Antenna,Single-polarized,525.5.85GHz w,,, Rlrervmu IA7)u nu:nt L10dl;9unas No. Dab Revision -•, A MOW% PCD REVIEW SET Fm EI nt nn+^."lusunenc 1-30(iLgr�s k� 0 12MM 6 100%FINAL CO SET M7dnLng R.1�Diameter,h1n 2 ux-h;5 08 cm 1 f.Lunting Rh.DAaweler Kid. 4.5 inch:1 1 d rn) Y 9 Net We'ght T5Ibs 15 8 kg ria Ibs 10 Kg witl1 RD mdome ' - Chart Wnd L Icic;iy C1)erallcvlal 90 mph 11,15 krn91 \Mm WcotySur it Mating 125 mph 1201 kmfi t•.hihai.ir;il C.,rr,figul:+Gon SP1 iVal Force IFA) 46 IDs 1204 N na Ibs(na hart wh,RD radon,e • v/ General Specifications Side F(acra(FSI 13Itrs158N NaIbs rnaNniWbRDreim,e verizon T.v':strng A4,rnery(AIT) 27 ft4t^-136 Nm a-,Ibs i na Nrn v Rol RD rldune C1-nnng emnsnRrre Tar 3 10 n. 60 C %,Lain Ty;K, Stind ird Parbrmamp Parahobr.RuleCsr kffi titva AtRr.plessure DSIy.pl.tn�.egrldelntedace) 5 Six nommal I it I()3 m ME Tenn: Pulaneabon Syng1e StanddrdRFCcmncx;k-w Typo, NFelrlaale Regulatory Compliance (((o)) Standard RF Connom Suffix NS(,i penct suffixto rra9el numbed CONSULTING INC. FCC unck:delrCts Electrical Specifications ETSI undrrlarrd ProJN3lnla POR RobiS-"Ipliant yes CASCADE Opera0rxgFaequanlyBancl 525-58SGK, 1MARD,OR 7E F4,li Prruer Bcanwe(ilh,li;>mm�4tl I I 1 degn��: Hill!PQ14ef BealIVAdIl1,W-=31 111degreeS Shipping Information DiaWrp rWo: (;ross•F��41n.ai;cx,las(xintit kdem 17(18 MICROWAVE Frnnt to&a&Ratio tFIB) 30 d8 P,-+p-mgr;Tw'e- QatakIcE1rd D DETAILS Gait,Luvr Frraueltcy 22 aBI Cross Nkight 18 the 18 1 kg Gain,htd Fregmn(y 22 5 dB Dmenstons,L x W x1-1 16 x 16 x 101n 140),40 r 13 ryn pialea Nimem 12AW15 Gam,High Frequency 23 dBi Shipping%dura. 1.48 cu 1i 1(1 Cwt ou In Drdi Dw KM RM 1 PM)w%Diaper: Pmfassimel of RaGDd: 2 AM CS ReVlebn NO. Shad No: 0 RF-1 24'xW SCALE:NOT TO SCALE ANTENNA DETAILS (RADIOWAVES SPI-5.2)1 1 11k1T SCALE:NOT TO SCALE