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HomeMy WebLinkAboutPlans (7) OFFICE COPY R OFFICE COPY ECEIVEC PROJECT DESCRIPTION SITE NAME: POR TIGARD ;�Y 1 2022 J - VERIZON PROPOSES TO MODIFY AN EXISTING UNOCCUPIED TELECOMMUNICATIONS FACILITY WITH THE REMOVAL OF (1) verizon✓ EXISTING ANTENNAS,V(2)s AND OVP112sEANDATE ASSOCIATED6 AND CABLESHE ON ATALLATION OF (3)R ROOFTOP. PROPOSED (1) ANTENNA MOUNAS NTT (3)N (2)PANEL LOCATION CODE: 151420 p C �J I1Y OF T�IGAi�L ANTENNA MOUNT MODS TO BE INSTALLED PRIOR TO INSTALLATION OF PROPOSED ANTENNAS. PROJECT NUMBER: 16230251 BUN �II^I•C' I '1 ••••••' • ADDRESS: 10260 SW GREENBURG RD PROJECT INFORMATION verizon• TIGARD, OR 97223 SITE ADDRESS 10260 SW GREENBURG RD ZONING DISTRICT: MUE-1 SITE TYPE: ROOFTOP N TIGARD, OR 97223 EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY LATITUDE: 45' 26' 46.4244" N PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY CONSTRUCTION DRAWINGS LONGITUDE: 122' 46' 31.3500" W OCCUPANCY: N/A JURISDICTION: CITY OF TIGARD A.P.N. 1S135A803400 COREONE VICINITY MAP PROJECT CONTACT LIST - USA sob SECOND AVE. SUITE 1533 SEATT-E, WA 98104 RF DATA SHEET DIRECTIONS FROM PORTLAND INTERNATIONAL AIRPORT: HEAD SOUTHWEST ON NE AIRPORT WAY, USE THE RIGHT TWO LANES TO TURN SUGFILY RIGHT TO APPLICANT' SITE ACOIIISTION CONSULTANT' MERGE ONTO 1-205 5 TOWARDS I-84/PORTLAND/SALEM, MERGE ONTO 1-205 S, TAKE EXIT 218 TO VERIZON 'OLSON TECH DATE ISSUED: 05/28/2021 VERSION: T.B.D. MERGE ONTO 1-84 W/US-30 W TOWARDS PORTLAND, USE THE LEFT TWO LANES TO MERGE ONTO 1-5 5430 N.E. 122nd AVENUE 12801 N.E.AIRPORT WAY.BLDG 6 5 TOWARDS SALEM, KEEP RIGHT TO STAY ON I-5 S, FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM, TAKE PORTLWD, OR 9]230 PORTLANO, OR 9]230 PROJECT No 203oLA 045 EXIT 294 TO MERGE ONTO OR-99 W/SW ()ARBOR BLVD/PACIFIC HWY W TOWARDS TIGARD/NEWBERG, CONTACT: PAMELA TURNER MERGE ONTO 1-205 S, MERGE ONTO OR-99 W/SW BARBUR BLVD/PACIFIC HWY W (CONTINUE TO PHONE (360) 270-0043 FOLLOW OR-99W S/PACIFC HWY W, PASS CARL'S JR ON THE RIGHT), TURN RIGHT AFTER BURGER PROPERTY OWNER• oNAVVN er. W.T. DRAWING INDEX REV KING ON THE RIGHT, TURN LEFT ONTO SW OAK ST, TURN RIGHT, DESTINATION WILL BE ON YOUR LEFT. OR-LINCOLN TOWER LLC-A DELAWARE LLC I 1 SW COLUMBIA SUITE 300 ENGINEERING CONSULTANT* PORTLAND,OR 97258 CORE ONE CONSULTING USA CF£CKEO BY E.p, T-1 TITLE SHEET 0 - ^•W oan.ws.a��o mwm CONTACT: T.B.D. 506 SECOND AVENUE,SUITE 1533 ,,,111: R,.«, .nn,r„ PHONE: T.8.0. ON-i GENERAL NOTES 0 ®i"�'°',7 sEArnE, WA s61 Da SUBMITTALS CONTACT: LEE CAMPBELL GN-2 GENERAL NOTES II 0 _• PHONE (778) 605-2166 C-1 SITE PLAN 0 =© °n"'""'"""© e Tdr CONSTRUCTION MANAGEMENT 543poN C-2 ROOF PLAN 0 a P„sr.Ir^=® 5430 N.E. AVENUE t 9I= PORTLAND,OR OR 97230 C-3 NORTHEAST ELEVATION 0 ° °°"' o"`v QRrmA,' cw^""�"°"' ' CONTACT:E: ANTHONY ACCETTURO C-4 SOUTHWEST ELEVATION 0 „,"N,,,.,,,� PHONE: (z06pu-sets 1..,r,a„.�0 RF-1 EXISTING ANTENNA CONFIGURATIONS 0 ..o",xPA,rr^IO 70N ING AND PFRM(TTING CONSULTANT- RF-2 PROPOSED ANTENNA CONFIGURATIONS I 0 '. - '_ OLSON TECH P 12801 N.E.AIRPORT WAY,SLOG 6 " 29/22 FlN4 W's cR RF-2.1 PROPOSED ANTENNA CONFIGURATIONS II 0 C.,.V.'�,-.%..Na :„,,, PORTLAND. OR 97230 c APR 29/22 REVISED PER WMMENTs OR RF-3 RF & EQUIPMENT DETAILS 0 CAR 13/22 REVISED PER COMMENTS _cR RF-4 RF SCHEMATIC "v-wM"m0 CONTACT: PAUL SLOTEMAKER, ACP C IMP 12/21 REwsm PER COMMENTS wr p VERIZON SITE PHONE: (503) 421-2258 B.FES 12/21 REVISED PER WMMENS RAT A:JAN 28/21 ISSUED FOR BR CO. wr S-1 CONSTRUCTION DETAILS I 0 1 T.-A 1NFCPI ATION Co.RAWECry',Fs RET CM S-2 CONSTRUCTION DETAILS II 0 DOCLd.EN5i5 PPWFHETAM1,NATu,£ S-3 CONSTRUCTION DETAILS III 0 - USE aAo ,�HECLI1 RE ENT NAM S:6W-,- WHICH ,CHI ITEO. CLIENT NAMES:6 cT�v wa:rlercEa 4 ''REp PROFFr� LEGAL DESCRIPTION /��%/�clrvfF\oy\ ogle �r 93895PE ,r _ I OREGO APPROVAL / SIGN OFF OF JURISDICTIONAL •- SCALING DRAWINGS CONSTRUCTION DRAWINGS APPROVAL 4\ EL�E?`/ ' CONSULTANT SIGNATURE DATE EYPIRES:12/31/22 SUBCONTRACTOR SHALL VERIFY ALL PLANS. EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES SITE ACQUISITION SITE BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. PERMITTING CONSULTANT PERMIT p RM1� POP TIGARD IF USING 11"x17" PLOT. DRAWINGS WILL BE AT HALF SCALE RF ENGINEER VALIDITY OF f IT GRE O ENBURG RD. CONSTRUCTION MANAGER THE ISSUANCE OF A PERMIT TIGARD,OR 97223 OPS MANAGER BASED ON CONSTRUCTION DIG INFORMATION PROJECT MANAGER DOCUMENTS AND OTHER • DATA SHALL NOT PREVENT S Er,TLC 411REGULATORY REV. THE CODE OFFICIAL FROM TITLE SHEET UULC:_ UTILITIES UNDERGROUND LOCATION CENTER DEV. MANAGER REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4` 1.800-332.2344 OR 811 -L",,,eEP- W.EW.CALLBEFOREYOUDIG.ORG/OREGON REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH srTeE IT Know what's Ws, 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 1 — 'I Call before you dIp GENERAL NOTES: GENERAL NOTES CONT'D: GENERAL NOTES CONT'D: SPECIAL NOTES: 1. THE CONTRACTOR ARAI I NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, 22. ALL EXISTING CONSTRUCTION,EQUIPMENT,AND FINISHES NOTED TO BE Ia. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FELD BY MARKING 1. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT UNTIED TO ONE PLAN. OMISSIONS,OR INCONSISTENCIES AS THEY MAY BE OISCOJERED IN PLANS, REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE UP REDLINING THE APPROVED CONSTRUCTION SET AND SUBMITTING THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION (REDLINING) ��; - INCWDING,BUT NOT WAITED BY, DEMOLITION. THE CONTRACTOR SHALL BE REMOVED FROM THE SITE NOT THE BE FOLLOWING EXCEPTIONS: REDUNED SET TO TOYER NETWORK CARRIER UPON COMPLETION. THE TOCBIT S,WHETHERTHE THE PROJECT FOR PROD THEY EXTENSION ANS S EXECUTED OR NOT. THEY ARE RESPONSIBLE FOR CORRECTING ANY ERROR.OMISSION. OR INCONSISTENCY A PROPERTY NOTED TO BE RE VEDD TO THE OWNER. AGT EO NT USED BY THE W TH ON OPRA ERCOMPENSATION OMPE OT TH TOR HTTE T. EST PLANS ST AFTER THE START OF CON>IHUCTON WHICH HAS NOT BEEN BROUGHT TO THE B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 49. WITH POWER COMPANY AS REQUIRED.CONTRACTOR TO REPORT POWER AGREEMENTREDTO WRITING AND WITHO APPROPRIATE C BUILDING UT OTOR THE FOR IT. THESE WERE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER INSTALLATION COORDINATION SOLLION(5)TO NETWORK CARRIER PREPAREDA BE SUBMITTED TO GOVERNMENTAL SPIN IB AUTHORITIES FOR REVIEW FOR COMPUANCE MID STALL INCUR,VN1'EXPENSES TO RECTIFY THE SITUATION.THE YEARS OF 23. THE GOVERNING AGENCIES,CODE AUTHORITIES.AND BUILDING INSPECTORS REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. WITH MPUCABIE CODES M10 IT IS THE SOLE DESPONSIBIlfY OF THE OWNER AND/OR CONTRACTOR TO 4. SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, BUILD ACCORDING TO APPLICABLE BUILDING CODES. CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK MATERIALS.AND FINISHES USED THROUGHOUT THE PROJECT. TRADE CARRIER CONSTRUCTION PROJECT MANAGER. STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR 50, ANT SJESTIUT1ONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED 2. IF CONTRACTOR OR SUB-CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED 7_ PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL.VISE BY IORGH NETWORK CARRIER CONSTRUCTION MANAGER. ITAN EXCEEDING DESIGN REQUIREMENTS SHAM B USED FOR CATIONS ION. PLANS,THEN IS THE CONTRACTOR'S D THE SUB-CONTRACTOR'S RESPONSIBOIVY TO PROVIDE ME THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING 51. THE GENERAL CONTRACTORB SHALL RESPONSIBLE FOR AND SHALL REMEDY ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE PROPOSED PROJECT.CONTRACTORS PRIOR TO THE COMMENCEMENT OF 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY THE WORK. IN ADDITION THE CONTRACTOR AND SUE-CONTRACTORS SHALL BE RESPONSIBLE FOR CONSTRUCTION.THE CONTRACTOR RAVING BEEN AWARDED THIS PROJECT DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT IT/ Al FAR TY,FA INFERIOR,AND/OR IMPROPER MATERIALS. DAMAGED BEFORERIPR ALL NECESSARY APPROVALS FROM THE BLINDING AJITIUPo N FOR THE PROPOSED CHANGES M SHALL VISIT THE CONSTRUCTION SITE WITH DIE CONSTRUCTION/CONTRACT EXCEED THE DESIGNED EVE LOADS FOR THE STRUCTURE TEMPORARY AND/OR FAULTY WORKMANSHIP FOR ONE(I)YEAR AFTER THE PROJECT IS PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUB-CONTRACTORS SHALL B DOCUMENTS TO VERIFY FELD CONDITIONS MD CONFIRM THAT THE PROJECT SHORING AND/OR BRACING IS TO BE PRONGED WHERE THE STRUCTURE HAS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPEOAmS AND APPROVALS FROM BUILDING IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) AUTHORITIES WRING THE EXECUTION OF THE WORK. T I L 5 D N WILL BE ACCOMPUSHED AS SHOWN, PRIOR TO PROCEEDING WITH NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. CONSTRUCTION.ANY ERRORS,OMISSIONS.OR DISCREPANCIES SHALL BE THE ROOFING COSIGNEDRACTOR SHALL FURNISH A CONTRACTOCER, AGREEMENT 3. IN EVERY EVENT.THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN 25. PRIOR TO THE POURING OF ANY NEW SUB OVER AN DUSTING SLAB THE FOR ALLOWORK DONE, B THE GENERAL ERPERIOD OF T (2)MAINTAIN A MINIMUM ALCEPFABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR. WRITING. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS.CHASES.AND THE ROOFING IN A ION CONDITION FOR A COMPLETION OF TWO YEARS SUB-CONTRACTOR,AND/OR SXPPUER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB EQUIPMENT WHICH ME TO BE IMPLEMENTED INTO THE NEW WORK. ALL UNLESS AFTER THEEDATE IN SUBSTANTIALTHER COMPLETION THEOF THE PROJECT. WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO J. FOR f'TA I n^ATON SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND II MUSSED WITH UNLESS OTHERWISE WRITTEN THE CONTRACT BETWEEN OWNER AND PARTICIPATION IN BID WALK. THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER THE CONTRACTOR. EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE,ADEQUATE AND SAFE WORKING AS CONDITION. IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. 4. DRAWINGS ARE NOT TO BE VITA)FD,WRITTEN DIMENSIONS THE PRECEDENCE, PART OF THE AS-BUILT DRAWING PACKAGE. 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF FOR EXAMPLE.E,IF IF AN ITEMLAMER AND/OR PIECE OF EQUIPMENT REQUIRES A LAER WIRE SI2E(I.E. THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 26. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR THE OWNER'S EMPLOYEES,WORKMEN,AND Al TIMES DURING THE ELECTRICAL WIRE),STRONGER OR LARGER PIPING. INCREASED QUANTITY(I.E.STRUCTURAL ELEMENTS), PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S FIRE MNRSHML APPROVED MATERIALS IF APPI WAN E TO THIS FACILITY AND CONSTRUCTION OF THE PROJECT. REDUCED SPACING.AND/OR INCREASED LENGTH (I.E.BOLT LENGTHS, BAR LENGTHS)THEN T SHALL BE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT. OR PROJECT STE. DEEMED AND UNDERST000 TO BE INCLUDED IN THE BID/PROPOSAL THESE DOCUMENTS ARE MEANT COREONE ��`.�j LABOR.AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT 53. THE CONTRACTOR SHALL B REQUIRED TO PAY FOR ALL NECESSARY PERMITS AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. ® AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 27, BUILDING INSPECTORS VINO/OR OTHER BUILDING OFFICIALS ARE TO BE MID/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. Y CONSULTING USA NOR TED PRIOR TO ANY GRADING,CONSTRUCTION,AND ANY OTHER PROJECT BUILDING PERMITCONTRACTUAL.RELATIONSHIP OF ANY KIND Lk THE APPLICATIONS SHALL BE FLED BY THE OWNER OR HIS 4. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHE NOT BE CONSTRUED TO CREATE A 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN EFFORT AS MANDATED BY THE GOVERNING AGENCY. REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINK ARCHITECT AND THE CONTRACTOR. 506 SECOND AVE, SUITE 1533 THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF PAYMENT FOR SAD DOCUMENT. SPRITE, WA 98T04 WORK.CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS NOT LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL 54. THE ARCHITECT/ENGINEERNOT L EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND PORTIONS OF PROJECT AREA DURING CONSTRUCTION. AND/OR SPECIFICATIONS.GR IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE / BIDDER SHALL BEAR THE RESPORSIBIUTY OF NOTIFYING(IN WRITING)THE 29. THE PROJECT,WHEN COMPLETED,SHALL COMPLY WITH LOCAL SECURITY 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND ARCHITECT/ENGINEER OF ANT CONFLICTS.ERRORS, DR OMISSIONS PRIOR TO CODES MD TIRE-24 ENERGY CONSERVATION REQUIREMENTS. SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NLIRUHK PROJECT NO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES WHEN APPLICABLE) CARRIER PROJECT APPROVAL OF A SEPARATE ITEM S .NOT INCLUDE 2030LODA15 (TITLE-24 THE CONTRACTOR SHALL PRICE THE MORE COSILY OR EXTENSIVE WORK, APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. UNLESS DIRECTED OTHERWISE. 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. ORAVJN BY: W.T. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE.TOWER CONSUMER SAFETY COMMISSION-SAFETY STANDARDS FOR ARCHITECTURAL 56. AL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM GLAZING MATERIALS (42 FR 1428.CFR PART 1201)MD LOCAL SECURITY TOWER NETWORK CARRIER COMMUNICATIONS. THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN REQUIREMENTS. CHECKED BY: L_C, ON PLANS. 57, CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING AND TELEPHONE UNDERGROUND CONDUITS(/40 PVC)PER S.C.E. 7. OWNER. CONTRACTOR.AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT IMPROVEMENTS. EASEMENTS,PAVING. CURBING, ETC. DURING CONSTRUCTION. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFlCATOS UPON COMPLETION OF WORK,CONTRACTOR SHALL REPAIR ANY DAMAGE THAT SATISFACTION OF THE DISTRICTS INSPECTOR.REPLACE FINISH GRADE WITH SUBMITTALS PRIOR TO THE START OF CONSTRUCTION. MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. MATCHING MATERIALS (GRASS.ASPHALT,CONCRETE.ETC.) 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE 5B. CONTRACTOR TO PROVIDE HEAW STEEL PLATES AT OPEN TRENCHES FOR PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT DURING CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH. SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON EQUIPMENT UTUZED DURING CONSTRUCTION. THE PROPERLY OR PREMISES. STE SHIN_BE LEFT IN CLEAN CONDITION 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE 59. CONTRACTOR TO PATCH AND REPAIR L GROUND SURFACES WITHIN THE NORMAL HOURS TO AVOID DISTURBING BUSINESS. A CONSTRUCTION AREA MS NECESSARY TO PROVIDE A UNIFORM SURFACE AND 10. THE CONTRACTOR SHALL PROVIDE 1UWLn NGITTtNRK CARRIER PROPER 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN MAINTAIN EXISTING SURFACE DRAINAGE SLOPES, INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS OPERTOWLL FORM,TEXTURE. FINISH,MID IN MATERIALS EXCEPT AS NOTED IN THE PLANS INSURED,AND TOWER NETWORK CARRIER PROOF OF ER AS AND OIPE& AND SPECIFICATIONS. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS TIAMAIWO DUE TO CONSTRUCTION,AND TO MODIFY REMAINING IRRIGATION LINES TO PD INSURANCE. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING,BLOCKING, OPERATING CONDITION,PROVIDING FILL COVERAGE TO IMPACTED AREAS. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIGURES, B NIA2I/22 ERA,t95 cR MECHANICAL EQUIPMENT, PLUMBING. HARDWARE.AND FINISH ITEMS TO 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA E IOW SI/22 ROMS PER omens OR THE CONTRACTLEFOR ALLLECOS THE TIONTMEANS. SHALL BE SOLELY TECHNIQUES, ENSURE A PROPER AND COMPLETE JOB. FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE SEQUENCES, CONSTRUCTION NEWS, METHODS, RTIONSOFB NV 15/62 PER cavorts RR SEQUENCES,AND PROCEDURES FOR COORDINATING ALL PORTIONS OF TE GENERA CONTRACTOR SMALL COORDINATE WITH BUILDING OWNER AND WORK UNDER THE CONTRACT. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH,MDG MR Wu REMISED FEB COMMENTS Wr I STRAIGHT,AND TRUE ACCORDING TO THE PLANS,THE CONTRACTOR SHALL REPAIR OR ANY AUGMENTATION TO THE ROOF, HAVE THE WORK B RIB 12/2I R WT S)PER COMMENTS 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING COMPARE THE LIES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE A JATI 26/21 ISSUED FOR VOW DM TAT TO MANUFACTURER'S/VENDOR'SCAL. SPECIFICATIONS UNLESS NOTED OTHERWISE SHOWN ON THE PLANS PRIOR TO THE START OF ANYCONSTRUCTION.TOWER PENETRATION OR MID OTHER FUTURE BREACH OF ROOFING INTEGRITY. LOCAL OR WHERE LO CODES OR ORDINANCES TAKE PRECEDENCE. NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS,OMISSIONS.OR INCONSISTENCIES PRIOR TO SOLUTIONS CONSTEUCION. 62. IN THE CASE OF ROOFTOP WITH THE INSTALLATION OF ANTENNAS TYR PIPOPINATIONCZNTAURorvrwe ANTES 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL WITHIN CONCEALED (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL AMUSE CS EA Rf,ECISE arc THAN nI BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS,,MAD 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES °xV"�oAn TO m CLIENT AN P1 CONTRACTOR SHALL COORDINATE WITH THE AMU TNC(11R/FABPoCAIOR TO STRICTLBurE£RmrHE ctENrIYWEpp ORDINANCES.NCES, S SHALL GIVE ALL NOTICES AND COMPLY WITH ALL FROM PHYSICAL HARM, NOISE,MAST, DIRT,AND FIRE AS REQUIRED BY THE ENSURE THAT THE FINAL FRP SHROUD IS MA (IN APPEARANCE) STRICTLY ioii1i e-' LAWS.ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY GOVERNING AGENCIES. DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS ILXIURES,MD PUBLIC AUTNIORTY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION.WHEN 0...0 PROFF THE WORK. AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY PHOTOSIMULATIONSONSTR ME PROVIDED,THE CONTRACTOR SMALL ENSURE THAT 14. GENERAL CONTRACTOR SHALL PROVIDE.AT THE PROJECT SITE,A FULL SET RESPONSIBLE FOR RECORDING THE RESULTS. FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PNOTOSIMRATK)N. 1F/./ SS OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND SHOP DRAWINGS SHALL BE ,AND A ERECT GENERAL CONTRACTOR,ABRIA / G)N f /p ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED MATH �' SHALL NOT THE CONTRACTOR RESPONSBLE FOR W STORAGE Of AU.THOUT A PERMIT TO DOOSSO AND CONSTRUCTIONSTIR COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND �C1 SVa fE p THE PROJECT. THIS BET IS A VALID CONTRACT DOCUMENT ONLY IF THE FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. v C THE SLEET IS STAMPED'FUR CONSTRUCTION'AND EACH SUCCESSIVE SHEET 83. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA 93895PE BEARS TIE ARCHITECT'S SIGNED WET STAMP. 39. GENERAL NOTES MD STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED. 19. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A BE USED IN CONDITIONS WHICK ARE NOT SPECIFICALLY SHOWN OTHERWISE. CONTRACTORS SHALL CONFIRM(PRIOR TO SUBMITTING BID)WITH CONSULTING OREGOE PLACE SPECIFIED BY THE GOVERNING AGENCY,MID BY LAW, SHALL BE CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST AVAILABLE FOR INSPECTION AT ALL TIMES.THE PLANS ARE NOTTO BE USED 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN TENSOR TENDONS W11XIN THE ROOF SLAB- RESULTING FROM AN H �-e BY THE WORKMEN.ALL CONSTRUCTION SETS SHALL REFLECT THE SAME CUTTING,FITTING,PATCHING,ETC.,SO AS TO BE RECEIVED PROPERLY BY THE UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING'AS-BUILT 4 +���.y�✓ INFORMATION AS GOVERNING AGENCY APPROVED PLANS.THE CONTRACTOR WORK OF OTHER TRADES. T-DRAWING SE HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF SHALL ALSO MAINTAIN ONE SET OF PLANS,IN GOOD CONDTNTON, COMPLETE REINFORCED CONCRETE W/EMBEDDED STEEL REHEAR. INTHE EVENT POST A EL LE`- Q WITH ALL REVISIONS, ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES TENSION SLAB SOLUTION IS PRESENT. CONTRACTOR SHALL INCLUDE ALL TINES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE AND SHALL BE LEFT IN A CLEAN(BROOM FINISH)CONDITION AT ALL TIMES PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION BY EACH TRADE AS THEY PERFORM THEIROWN PORTION OF THE WORK. PENETRATION AREAS WHERE ANCHORING OCCURS EXPIRES:12131/22 PROJECT MANAGER. WITH A COPY OF ALL REVISIONS,ADDENDA,AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE 42. TOWER NEINVRK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, 84. GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING ens AS-BUILT DRAWING RECORDS. AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER.GUARANTEE TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TE DOWNS lfi. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY (WHERE APPLICABLE).PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OR MANUFACTURER PROVIDING1U THE PRODUCT,FI% RE AND/OR EQUIPMENT ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL POR TIGARD OTHERWISE. ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE BE: PANDUT CORP. METAL LOCKING TIES MODEL NO. MLT45-CP UNDER 10260 S.W. CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. SERIES-304(OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRARC. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL ELECTRICAL,MECHANICAL, GREENBURG RD. DIIMMENSIONSNG MID ALLS AND CROSS CHECK REQUIREMENTS PRIOGTTORTHE START OfANY WORK UTILITY 43. YIIFORMATION SHOWN MAY DIG!! CALL BEFORE YOU BURIED BE�COMPLETE.UTILITIES EXIST AREA AND 85. ALL EXCLUDING K roHOLIDDg BE DONE BETWEEN HOURS OF 8:00 AM AND 5:DU PM, TIGARD,OR 97223 ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO IB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF CONSTRUCTION. 1-800-424-5555. THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 44, CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND TB. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING AL EXISTIN0 UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL.CONSTRUCTION TREE UTILITIES WHETHER OR NOT SHOWN ON THE PLANS,AND TO PROTECT THEM 45. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE n FROM DAM4 THE CONTRACTOR.OR SUBCONTRACTOR AS SPECIFIED IN THE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL AGREEMENT BETWEEN SUBCONTRACTOR MD CONTRACTOR,SMALL REAR THE NOTE/6 ON THIS SHEET. GENERAL NOTES I EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK, 46. SEE CML DRAWINGS FOR ADDITIONAL SITE INFORMATION. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND .. SHALL NOT UNIT THE APPUCATION OF ANY DRAWING OR DETAIL SUBMIT TO TOWER NETWORK CARRIER ALONG WITH RETUNED CONSTRUCTION Sr-SET NUMBER SET. GN- 1 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (NOS.)UNLESS NOTED OTHERWISE (O.N.O.). GENERAL NOTES; SPECIAL INSPECTIONS NOTES: 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE TRH THE LATEST I. A WAISTED INDEPENDENT TESTING UBORATCRY,EMPLOYED BY THE OWNER AND VERSION OF APPUCABLE LOCAL/STATE/COUNTY/CRY BUILDING CODES,AS APPROVED BY THE JURBOCTIOE,SNAIL PERFORM INSPECTION AND TESDNG IN ve■M 'zon WELL AS ANSI/TIA-222 STANDARD.AWWA-D100 STANDARD.NOS.NEC.MSJC, ACCORDANCE W11H THE THE WANING BUILDING GOOF APR/CAME SECDON(S)AS AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, REQUIRED BY PRGECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK: UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. 2. NE CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD 0. STRUCTURAL WELDING(CONTINUOUS INSPECTION OF FIELD WELDS ONLY). CONSTRUCTION PRACTICE. N. HIGH STRENGTH BOLTS(PERIODIC INSPECTION OF 0.325 AND/OR M90 BOLTS) 3. AL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY TO BE TIOHIENED PER'TIARA-OF-TIE-ARC METHOD. QUALLFIED CONTRACTORS EXPERIENCED IN SIMILAR CONSTRUCTION. 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDIHONS.IF OBSTRUCTIONS c. MECHANIC&AND EPDXIED ANCHORAGES. ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING T I L 5 0 N 4. FIER REINFORCED POLITER. 5. ANY CHANGES OR ADDITIONS MUST CONFORM 10 THE REQUIREMENTS OF • THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED THESE NOTES AND SPECIFICATIONS.AND SHOULD BE SIMILAR TO THOSE ON THE APPROVED OESE1N DOCUMENTS 5 EKING INSTALLED. SHOWN.ALL CHANGES OR ADDITIONS SHAD.BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND/OR CONSTRUCTION. • THE SPECIAL INSPECTOR MUST VERIFY THAT NJ.CUT EDGES AND DRILLED NOES NE PROPERLY SEALED USING A NMI.ESTER SEALING KIT SUPPLIED 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL BY THE MANUFACTURER. MISCELLANEOUS SHORING,BRACING,TEMPORARY SUPPORTS.ETC. NECESSARY TTIA-10 -A-2011 IS MI APPROPRIATE REFERENCEO PROVIDE A COMPLETE AND STABLE STRUCTURE DURINGTHOSE DESIGNS CONSTRUCTION. SPECIAL NSPLLIIKLMUST VERIFYMEETING TA STANDARDS.THE ENGINEER OF RECORDFMAY PROVIDE FORMAL • ACCACCOMNICE WAIN THE APPROVED DESIGNAT THE STRUCTURE N DOCUMENTS IS BUILT IN . COREONE RIGGING PLANS AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. CONSULTING U S A 2. THE MSPECTON AGENCY SHALL SUBMIT INSPECTION AND TEST REPOTS TO THE 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR BIEDMG DEPARTMENT,THE ENGINEER OF RECORD AND THE OWNER UNLESS TIE 506 TN A SUITE 15FROM ANY EXISTING OR PROPOSED OPERATIONAL ANT/SAFETYEQUIPMENT. SE4TE. WA iABROATOR IS APPROVED BY THE BALDING ORIGIN.TO PERFORM WORK WITHOUT M 8. CONTRACTOR SHALL FIELD VERIFY DUSTING FIELD CONDITIONS AND ALL SPECIAL INSPECTOMS. DIMENSIONS PRIOR TO ANY FABRICATION OR MODIFICATION.CONTACT CORE ONE CONSULTING IF ANY DISCREPANCIES EXIST, MAXIMUM ALLOWABLE ANGLE CLIP: PFOJ[CT NO 2O3OIJOOA&S STEEL CONSTRUCTION NOTES: IDRANRJ BY: W.T. • 1, STRUCTURAL STEEL SHALL CONFORM TO THE AMC MANUAL OF STEEL CONSTRUCTION 14T4 EDITION,FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. [PECKED BY: L.C. .. NU 2. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES.AND GROUND SURFACES WHERE DUSTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED SUBMITTALS WITH(2)BRUSHED COATS OF ZRC GALIAUTE COLD GALVANIZING COMPOUND PER NOT TO ENCROACH ASTM A760 AND MANUFACTURERS' RECOMMENDATIONS. ON BOLT HOLE 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD HOLES,AS DEFINED BY ASC.UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: ANGLES, CHANNELS,PLATES AND BARS TO BE ASH.Fy.36 KSI, U.N.O. W SHAPES TO BE A992. Fy.5O KSI,U.N.O. RECTANGULAR HSS TO BE A100,GRADE B. FY.46 KSI. U.N.O. ROUND ASS TO BE A500.GRADE B.FY.42 KSI. U.N.O. o AM SA/22 FINAL CON cR STEEL PIPE TO BE A53.GRADE B.Fy-35 KSI,U.N.O. E APR 2R/22 RDASSII PER RDMIENrS TR DOLTS TO BE A325-X.Fo-120 KSI.U.N.O. o DANR ty22 REM2PR PER=DERM CR U-BOLTS AND LAG SCREWS TO BE A307 GIN A FU-130 KSI,U.N.O. G MAR ss/st REVISED PER WMIETIS E 6. ALL WEDDING SHALL RE DONE USING EBOXX ELECTRODES,U.N.O. B FEB 12/ WEED PER E, WT A YN 2A/2I ISSUED FOR got We A 7. ALL WELDING SIGN I CONFORM TO AISC AND AVIS DI.1 LATEST EDITION. TIE I M:MA.4 .CCNTAM¢NTRoTOF GOCV+IMF SPILT PETPAY ST NATUFO. 8. ALL HILTI ANCHORS TO BC CARBON SI EEL U.N.O. aw uex OR r.,ng•IRE CThERTww THAT • MECHANICAL ANCHORS:KICK BOLT-R.U.N.O. WKH FEI.ATEE TORE CLENT NA`.ED Et ETSCTLY exar®Ire¢ • CHU BLOCK ANCHORS:ADHESIVE- HY120, U.N.O. • CONCRETE ANCHORS: ADHESIVE- HY150, U.N.O. • CONCRETE RESAR:ADHESIVE- RES00,U.N.O. 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4'-20 LOW CARBON STEEL ��REO FNO/'FS,/ . COPPER-FLASH AT 55 KSI ULT/60 KSI YELD, U.N.O. ��� Nil 1D. BOLTS SHALL BE TIGHTENED TO A'SNUG TIGHT'CONDITION AS DEFINED BY AEC. 4 93895PE r 11. MINIMUM EDGE DISTANCES SKULL CONFORM TO NEC TABLE J3.4. • OREGOI �/ FSIF FQ AEL LE-Es EXPIRES:12/31/22 BITE POR TIGARD 10260 S.W. GREENBURG RD. TIGARD,OR 97223 GENERAL NOTES II PFEET NLT.EER GN-2 FAT ' " '. `"-A" II NOTES: I,0 I.INFORMATION OBTAINED FROM DRAWINGS PREPARED HY 1 ilk% ` A 0 III APPROXIMATE VECTOR ENGINEERS DATED 01/11/2015. verizon 7..vi \ A P oLOCAnERTY ON CUNE.TYPE 2.CONTRACNSIONS AND CONDITIONS TO PRIORNTO VERIFY YRUCTIDONE REPORT ANY ,��+�'�� DISCREPANCIES TO THE ENGINEER. !� µ80 D.CONTRACFTOR NRAN RE RING CO STR CTi PROTECTION TRUE NORTH ARROW SHOWN ON \ �J i�B' / \ Im ANY fWAAGE TO PRE CO°JNSTRUCTION CCIXIDRIOPISS.NR THIS DRAWING IS APPROXIMATE —' / \ I$ ONLY AND MUST BE VERIFIED �.' / \\ / TILSON Q� \, C-2 It. A I // \ \ 0 ; \\ \ look \ o n 0 s OCOREONt I ..A I , \\\ s a - 0 Ss E D • CONSULTING L. o + Y tl \\\ ,p p +. a y b. v� SC6 SECOND AVE.SUITE 1533 y F. ."\ ` \\ O SEAT(LE WA 98104 I ti4 \` .A 0. 1003 I \ \ ♦ ♦ zar oLaoas 20.00 \ C ----\ ` PROJECT N6 • 0 6 ? \\ +`_ 01 4` • \\\ CROWN BY. WT. 6 p 6 A a0 r A \\\ •y• ....... \\\ I CHECKED BY: L.C. \\ �v `\ suennlTreLs •\ > ISB.aB • ti I \ 4%..., '0 / — H • N. K Cr IQ6 a za _ FA • \\\ / O // O 0 eI A D 0 \ / .D 4 '�A/: 0 \\ X •m d "'\ 0 APR 1M/12 RMAL D PER DR .D Q .� \\ '�.r��-�/�/� APR 10/12 REVISED PER mwm�ls OR `:( 3300 0 MAR 10/E1 REM=PER COMMEM! CR n'vn \\\ // I Q�'' C MM 11/11 DENSER PER WMMEWS Mr I \ / 6 A..MN 10/11 MED FOR BOX co'. Mr 9 /./ I �w TYE IFCMMTIDN CCNTArED ElM T5SET OF OI \\ // !Y 4 V\ �LMY•RS DPECERIETARY 9v Hartw. AN,LEE OR\ / WI-C A N iE •E9 TOOTLE CLEW NN S v£O THAT \\ // STRETLY PAOFERE° I , i t�RED PRol- '...0 e ^ W(0 c, GINEFL /�2 BHOI 93895PE 1 D 3400 I —— f._ i 0 . OREGo 008, J 6 I �yr X7iNGP INGLO ...0 d EAe � �I El I 3302 EXPIRES:12/31/22 I SITE I POR TIGARD I I II e E 10260 S.W. GREENBURG RD. eo sa 66 C .9 d TIGARD,DR 97223 J. . A.1 0. 4d ^^;P.D /.. ^5.7 — —_ e-E�r Tr-ILL.T� OAK STREET OAK STREET ()ACCESS SITE PLAN 0 SITE PLANs, ET 0 Q' 1¢ 32' C— 1 SQUARE FOOTAGE CHART: NOTES: �� Dam PROPOSED PROPOSED GIBE TOTIL 50 FT ,.IVEC OR ENGRJEERON RS DATED O/II2018.NED FROM DRAWINGS PREPARED BY 1/eriZ01°1 1 ANTENNA SQ FT AN7EN°M SO FT TWIT SO FT ALPHA SECTOR 7 SO IT 11.2 9O R 13 SQ FT 4.2 SQ FT 2.GONTRACTN TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY BETA SECTOR ] SO FT 14.2 50 FT 13 90 FT 27.2 9O FT DISCREPANCIES TO THE ENGINEER. GAMMA SECTOR 11 SO FT 76.2 FT 13 60 FT 292 SO FT OF ROOF 3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION TRUE NORTH ARROW SHOWN ONANY OANAGE TMEMOwPRE E DURING CONSTRUCTOR. SNR THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED STRUCTURAL ANALYSIS MID DESIGN TO BE COMPLETED PRIOR TO FINAL CONSTRUCTOR DESIGN COMPLETION TILSON 1911 rj COREONE 506 SECOND AVE. SUITE 1533 SEATTLE, WA 98104 SAFETY SIGNAGE ©©NERIZON ANTENNAS ®®INSTALATONEN(ALPHA SECTOR) AND CHAINS,1YP. INSTALLATION(BETA SECTOR) Par,srT Na 21030 p045 IXISTING DRAWN BY: W,T, .,, REPAIR EXISTING RITE ROOFTOP7 BARRIERS IN ALL SECTORS // c �YERIZN ANTENNAS ' VERI20N ANTENNAS CHECKED BY: L.C. INSGLIA1TON(ALPHA SECTOR) - — ` F-2. INSTALLATION (GAMMA SECTOR) � ■ p■ I' \ SUBMITTALS ' .1 r�III�CII�NMIn�OOp'�I��Y �����EN1®IT.\Y\O . 1 �,�13 SO FT _ —. .—M—I—.�OIII,i 0 O �/� J I . . 5 PROPOSED VERIZON Fr 18._6. CABLE TRAY, P. REFER I IB'-8"TY 70 S-3 FOR OETARS I MR 24/22 ANAL 0D'S at (/f A AAA 20/21 ISSUED TM 00.2 CO'E A ,. ^ _ TIE f.POTAiiI?N CQYIMED w THE SG"OP `,. J 11. . ❑ O�1 ❑ MY IS Pprm.p..c YES THAN T. ] 1 e. PNy I@E DN�IIA mDIIEF THAN TIMT II N'NCXFELA-IES TDTFE CLEW NAMED B D :: STRICTLY PR0HERECI �VERQON ANTENN45 INISTALUTION(GAMMA SECTOR) - ��AI // �R60 PROFfS .. " It [IXSTINO :. ��i/G IIJEe -j0 !Jm,VERI ON ANTENNAS GAMMA Sw1 .� R��O/ VERIZON ANTENNAS 7�a �� T� 71 ( UN) MI tioe INSTALLATION(GAMMA SECTOR) 93895PE 0 in No®IIIraimmuilemMIIIIh%NO Y OMl rOO\NhmiY OREGO P 4 A EL TEE--'� EXPIRES:12/31/22 Ai ® E POR TIGARD 10260 S.W. GREENBURG RD. TIGARD,OR 97223 51EET-I-LE ROOF PLAN O ROOF PLAN 11 r D a' I6' I L� I SHEET NI..uR C-2 NOTES: 1.ELEVATION IS DIAGRAMMATIC ONLY.2.PAINT AU..ANTENAS,CABLE TRAY AND VISIBLE ANTENNA CABLES TO MATCH EXISTING BOLDING. verizon WWIV!RIZON ANTENNA ©©W}yW VERIZON ANTENNA ®'Vi' INSTALLATION(GAMMA SECTOR) ®'Aii' INSTPL3ATION(GAMMA SECTOR) y0 P20POSRI WRRTEI I-W ANTENNA I I Vi r I Yi T 1 L 5 0 N 144'-3'AG.L I I III II J II11L11111.11 LIII11111,111111 11 1I1Il1I11111 EXISTING wuZON ANTENNA RAD CENTER 1 M- j II I i ' 1 11 1 1 1 pRAPOSED VERITON 1-SuA6 ANTENNA RN)CENTER ,, I l... I Ili: ,43'-0'A.G.L I 1 1 1 : 1 11 1 1 1 I 1 1 T.D.ERSTNG PARRET �/ T.O.PROPOSED BERZON'm 0112 ANTENNA 0.-N) I I I / :I I "I I ;1 1 1. ; f I. 138'-2'AG.L 1 0 D J PBDP0.4T1 VGPITfIN N rAh ANIIMIA RID Mori - �, C , �` � ^ - . COREONE 135'-4'AG.L 11 11 1` ,� CONSULTING USA P$(ICK ROOFTOP(REF) / ..._. _. _-- ��. _--_ ;:_- 7/' 7-1 -_.. __. _._ I- _._. _. 1 1 131'-8 AG /{Y �� �I in ����'��n n ;�l 1 I� �� �� 1 -._���� 506 SEATTLE.ECOND AWA 98104 VE. SLATE T533 �� 1 - 1111-i r .� LL _gnnn-1 Innni Juno -- INSTALUTI VERIZON AOH(GAMMA SECTOR) 1ENNA // __ �_I N// �� /% r�� .. -_ _1:i�h� f_ -__I f.._�� TJa_ a LJ __�L-���..JJ/ ��1 �Jf�f/ ��• �, r^ - __ Er PROJECT NO 203IX.00a5 1 /�//// �!n I OD DRAWN BY: W.T. r� 71 1 1T 'I ,AY r __��1`�� �1'�' 11 III --_.1--. I ___l—f 1 ULJ L��f l) II CFECI�O BY, L.C. .J4 I=LJ I SUBMITTALS I l' ' 1' _( ILL LLJJ� 'L[ L._�� J�-LL 1 [ .IL1�JL_J_,__J f II 1 JUL J_�— II IL J1—if 11`_ C � ��r 1 E :I J I 1�I _ �1L TI ���[' J a LI 1 I � 7 uLJ� 1 n — I -Ii o on 2E/22 sm.WE al 71 �r 1 ` �' 11 Ji_-JC J1 Tu �J f LlL J'1 rmANCR I II I7._Jf B FEB 12/21 RFAS[D PER 0%008S WT A ANI 2E/21 (SEED FDR 90%WY WI .....0 __r/r � -L,_-- 'I 11I it 1 - r-�— - _ 71-E On a arr� iTO l� IG� l_ r JC 1;,�T� L 1L1 �Ih11. 1 1 I[ , 11 I l� 1�_1��I I -_� 1 1L1L l� I_ICJ III ��.�9� EaE� o� I�I 91i1ICELYROFW3RE6 c.I( 11 JL f J_J IL I !r J[JCJI I Fr FP - I� _ J_JC_LJr l _II J J�_J�_ Cl J _IL_ �I 1 11 �5����°;K�F�ssiay9 93895PE JLll f I n 1 — _[ _I JI Ti OREGO1 • of _ I��^ Ih b ./•1 . . A r▪ "_ or may. ar 9f p�■'7 �� ecc TT y a •$ `�I I T _ — "�� JI 11 I L I, J I EXPIRES:12/31/22 �4 t> max.; <. �'« a+� Xra, rr <: tu's' �v$ -;,,R �, LJ.__L.-.UL J�I I II II I—JL......— -rc I " ,e... POR TIGARD r �1 r ��"& gd rfi sl q (' t 10260 S.W. ' �'�}.3� I i 6� GREENBURG RD. 1y Y % rek 414.4 yA 4 2 % fir` �``+.* ',,. �. k'' d TIGARD,OR 97223 [..41"E � �,t A,...-r, vA i tti :Jr , 8 ���I_-_ �� Jl � JI J I I f ��Il ll°.' ••i,i' t i1/ I " .k S'4: Eq-EET TITLE gtgl NORTHEAST ELEVATION - O PROPOSED NORTHEAST ELEVATION _ zl.�i2.._,,'-0• 3/64._,. 1. 11•I7 9,EET NUMBER 0 3 ' C-3 NOTES: 1.ELEVATION IS DIAGRAMMATIC ONLY. ■ 2.PAINT ALL ANTENNAS,CABLE TRAY AND VISIBLE verIz�on ANTENNA CABLES TO MATCH COSTING BUILDING. ©©S�}�� VERIZON ANTENNA QQ�19S VERIZON ANTENNA 9R�'ANL ®'.LF INSTALLATION(BETA SECTOR) ®'AIi INSTALLATION(ALPHA SECTOR) 1/8'-II'AO.L ''LF ',li �— PROFORFII VGF9]DN 9H GNz ANTENNA RAO VENTER 1 - — 148'-1'A.C.L. I I I 1 TA PROPOSE")vEM20N -RAH ANTENNA TIL50N , I I 1M'-Y AG T— I • V IX6TIN0 VFRI20N ANTENNA.RAG GAMIER 0 1 I I ') I T � FRANKED ViBONIN I-4092 ANTENNA RA➢rM1ER 1 ) 1q'-O'AO.L. T.O.EXISTING PAd'Ef I I 1 III I 1 T.O.PROPOSED VERIZON 28 GIM ANTENNA ;^N) 11 I I ! I I I I I I� il11 / III I I'. I I I'I I. �-� 136I-2'AG.L 0 T �2 \ Q / EXISTING ROOFTOP(REF1 PROPOCEG VFRI7GN 9R GIh ANTENNA RAI CFNTE ■ CORECINE SA 135'-4'AG.L / �� --� I - 131'-le CONSULTING I31 1_ --- - —, 606 SECOND AVE, SUITE 1533 —in PI 1 F1=1- -ffJ Jf I1�' ///I(_,'[JI� J, I 1 I 1 �ILJLAL3 lL_LJLlLJr 11 ILJu �( sumE,WA saloa F 2 INSTZALATION(BETA SECTOR)ON ANTENNA - �Y� �� ��/� -[ i // / , �I I I_ L I1 I in r� —Z°N A NENM ll L__lr _ 1. L_ILJ -2. INSTALATON (ALPHA SECTOR) Il 11. I 1 DRAWN BY. W.T. - [i �, ILL //1i' _I - ) 1 , ''' :: ,, nl n 1 I n! 11 nn In n1- _ [ 11-I n rn_I i 111H! CHECKED BY: Lc. SUBMITTALS f -]��J��� �Jl ",L. .. .. .. . 1- _I-_JLI1. 1[ � J_J_J= Cll�f_JU� -�[ J [ 1 �f�� lU�_1��'L_ �I InII 7 - 0 APR 29/12 FOOL CO'S CR ,4�%,; / / ___ E PER 18/11 REVISED PER COMMONS CR o AWN 15/13 IIGYYFD PER C9111eM9 CA L� AID/ I�J�I Li-n- _ [ IL1t II �n�J G «�1 . ) II lO 9 FEB 12/21 RLMEE9 PER WWIFM9 NT A AN 20/21 ISMS FOR 99X en NT -_._..._ _..__.-p .__ --_ 1 _ /;1 ' �' . iI p IL PSI I� Fir I� — I 1 11 iI I I7LLIJ �_ P 1 nenwwm rroNLvvweso wr��rff/ I- if (� r1 .-_._ ANY USE OR ECLCAUPIE OiverwnuE 4%/; • / 'I / 1 L_ - _ _. ,.� 1� ANY OR�+cl�>RP or�R*vwnar 1_ I // ,_� 1__. �� WICM iEUIES TO Re CLIENT nANO]B STRICTLY PFCIgREp �� �REp PROFFS U L �CJI 4� S 93895PE r- - I I I ___LJ __ ��''�_.1 . I =_ I_— — L Li L__ n��__. OR EGO , 1 1 1Li EXPIRES:12/31/22 ILJ TI 11 il �I I f ERE ,- ,,, [-II -F-1 �`� =I , 1 r L i t 1 _ h 1� 1 L,/ 1 1 1' 1 f _..._ TIGARD P0260 S.W. 6 GREENE3LIRG RD. TIGARD,OR 97223 n I GRADE SFEET Trrix Cr-0' SOUTHWEST ELEVATION 1j PROPOSED SOUTHWEST ELEVATION 1 6'-1._O. _ Le _ O A. �. I, ereer N eEa L. C-4 EXISTING ANTENNA CONFIGURATION AND SCHEDULE EQUIPMENT SECTOR DI (ALPHA) AZIMUTH CENTER NUMBER NN4S PROPOSED VENDOR MODEL TILT TLT COUNT RRU MODEL NO. MARTIN CABLE. EQUIPMENT (SHELTER) NOTES: 700 MHZ LTE 7 5 I.EXISTING ANTENNA LAYOUT INFORMATION OBTAINED (E) ORA WIRELESS MXOBFRO840-02 7 5 N/A 1 RRU 4449 FROM DRAWINGS PREPARED BY VECTOR ENGINEERS verizon 850 MH2 LTE 0 113'-0' 1 (3) EXISTING SURGE PTCTR. /2018_ PCS LTE 0 0 1 RRUS32 B2 OVP6 BOXES(RX%OC-3315) CONSULDATED OTING IUSA LTD.DATED 12/03/SITE PHOTOS2020. 2 CORE ONE / /2020. 700 MHZ LTE 2. 5 (1) EXISTING MLCH 6/12 (1)COSTING SURGE RRU 4449(SHARED) PTCIR. OVP BOX(OVP6) 2.CONTRACTOR TO SITE VERIFY AU DIMENSIONS AND - 850 MH2 LTE 0 143'-UT 1 (E) JMA WIRELESS MXOBFRO840-02 7 5 N/AISCRER D CONDITIONS PRNO TO CONSTRUCTION. REPORT ANY SCREPANCIES TO THE ENGINEER. AWS LTE ELEC.0 5 1 RRUS32 BMA SECTOR 02(BETA) AZIMtffH C R'N NUMBERNAS EXIS OF PROPOSETINGD VENDOR MODEL LT C WARRU RRU MODEL N0. CABLE CABLE EQUIPMENT STRUCTURAL ANALYSIS AND DESIGN TO BE ENTER ANTEN TILT TLT COUNT PANTRY TYPE COMPLETED PRIOR TO FINAL CONSTRUCTION 700 MHZ LTE 7 10 DESIGN COMPLETION 85D MHZ LTE 90' 143'-0" 1 (E) JMA WIRELESS MXO6FR0840-02 2' tO N/A 1 RRU 4449 PCS LIE CT 0' 1 RRUS32 B2 TILSON 700 MHz LIE 2' lO (1) EXISTING AILCH 6/12 (1)EXISTING SURGE 850 MHZ LIE 90 143'-UT 1 (E) JMA WIRELESS MX06E80840-02 2' 10 N/A - RRU 4449(SHARED) PTCRR. 0JP BOX(OVP6) AWS LTE 0' 10' 1 RRUS32 1666A 850 MHZ COMA 75 143'-0• 1 (E) CSS ANTENNA INC. XDU04-85-0C 0' 8' N/A - (2) EXISTING 1-5/8•COAX SECTOR OS(GAMMA) AZIMUTH CENTER RAD NUMBER or' PROPSTING OSm VENDOR MODEL EEC' MECH. TMA RRU RRU MODELCABLE CABLE NO. EQUIPMENT ANTENNAS EXI ,TILT, TILT COUNTQUANTITY TYPE 700 MHZ LIE (''� L��cc 850 MHZ LTE 180 143'-UT 1 (E) JMA WIRELESS MX06FRO840-02 2' 10 N/A 1 RRU 4449 �,�. t�OREONL CONSULT1WS USA PCS LTE 0' 0 1 RRUS32 B2 "v.: 700 MHZ LTE 7 10' (I) EXISTING MLCH 6/12 (1)EXISTING SURGE +FS. 850 MHZ LTE 1B0 143'-0' i (E) JMA WIRELESS M%OBFROB40-02 T 10 N/A - RRU 4449(SNARED) PTCTR, GYP BOX (OVP6) - y. A \GO) 506 SECOND AVE.WA 9 70 1533 SEATTLE, WA 98104 6... V'. ABS LTE 0 10 _ 1 RRUS32 BBBA T,�S 850 MHZ COMA 175 14S-0. ' 1 (E) ARIEL BM-40404080CF 0 10 NIA _ - (2) COMING 1-5/8T COAX •" .,1 . �� •'• ^ ♦ vy 850 MHZ COMA 310 143'-0' 1 (E) ANTI BXD-404040BOCF 0 /0 N/A _ _ (2)EXISTING 1-5/e'COAX PROJECT NO 5 EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS * i* ♦♦ im i■ l]RAVVN BY: WY,OBTAINED FROM VERIZON RE DATA SHEET (DATED 05/28/2021) M11111.11 ■■ ilkI` 7 SO FT CHECKED BY. LC, I �' EXISTINGC RRU SUBMITTALS '(X�r�$ PCS LTE RRU (t. EXISTING VERIZON 700 ii IF) 4' %L ( LYE/850 LTE RRU 4I EXISTING VERZON TRUE NORTH ARROW SHOWN ON 4'134t AXIS EXISTINGLIE RRU THI DRAWING IS BE VERIFIED <�$ RGEPROTECTORN ONLY AND MUST BE VERIFIED ' SURGE OVPB TO BE 4111.611,/ RELOCATED 0 APR RPM illIN.COI ER �i EXISTING ANTENNA CONFIGURATION (BETA SECTOR) E APR 20 REAM PER 81O'S ER O 0 mom f6/22 86.1a9 PLR mxMBGl3 CR 1/2"=,'-0"IMIBIBIIIMEIMEIlli I/4_T'-Q• C —2=/Y1 MIMED PER CONIMNIS WI 25.,4 ,1.12 B 10 1=/21 BE, PER COMERS WR 750R 0 1' 2' 4' A JAM 26/21 MUER FOR ROM CO'R WI TFE NfGw.4AT®N-oVIMCO N T1i89ETCP mAlhl.,1 5 PF{AgEIAAYSV NNTI.fl <NYL9!GR 0ECL0aJP8 UTTER TI-W THAT WHICH f£LAIE9 TO THE CLEAT WA£aB EXISTING WALL HT9GTLY PPa-enEC MOUNTED FLOOD UGHTS EXISTING VERIZON SURGE PROTECTOR �4E0 PROFfy, REMOWEo� ��a G I N E£,R`S/py7 AEXw RRuzDN 93895PE ` O EXISTING ANTENNA CONFIGURATION (ALPHA SECTOR) EXISTING VERZON 700 OREGO 1/•-1-0" 1/4"=1'-0" LTE/850 LTE RRU "I ' FA / - COSTING VERIZONEX/5111Wa VERIZON �/ AWS LTE RRU PCS LIE RRU il, 9 SO FT A EL lE5- % EXISTING VERIZON 700 F. EXTsnNc vTs6zoN EXPIRES:12/31/22 LTE/850 LTE RRU - I. _ • PANEL ANTENNA,TYP. 1'-5' EXISTING VERIZON - - /�40 sire PCS LIE RRU EXISTING VERIZON 1)4*, , POR TIGARDsu rnoTEcraft � ri "9 o. 10260 S.W.a50 OVP6 TO REMAIN ,g GREENBURG RD. 1 'r .. a7 TIGARD,OR 97223 f. 2 SO FT �, �:^, 910ET TRLE EXISTING ANTENNA CONFIGURATIONS EXISTING ANTENNA CONFIGURATION (GAMMA SECTOR) Ora+ 1 2, 100 a-rtTrs..sa �' RF- 1 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE EQUIPMENT NOTES: PAD NUMBER OF PROPOSED SECTOR D1 (ALPHA) AZIMUTH CIIffFR PMENN45 EXISTING ELEC. MAT. COUNT CABLE �Y TYPE EQUIPMENT (, I _L.''-LP.) VENDOR uoDFi rMA RRU MODEL NO. CABLE "� )0'1 M-Z TE > 1.EXISTING ANTENNA LAYOUT INFORMAT2N OBTAINED ■ 85J N N TE e' 145'-0" I /E` - + RP.I 4449 Z E<6T,,II LR.. -TCTR. DATA DRAWINGS 18 AND BY VECTOR BYCORERO ����� C _ .+Fo 7Vl- %Dt-)3'S COTEDNS TING USA MID SITE 20TOS3/ 2CORE ONE a PCS LTE _ U e , PRUS32 82 CONSULTING USA LTD. DATED 12/03/2020. /OD MHZ LIE - — ,�Ma WIkf LEA MX06FNp840-UL- 4 _ (Z) F%IRil^!f, MI CH 5/' IIV EX TII UP (2)PROPOSED SURGE pCICIR --- - PPU 4.1 9 (SHAR=D1 PTDTR O P 90 v 6; 12 BOXES 2.CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND 00,) v.0 EIL _ 0' 143' 0" 1 (E� N%A (1) EXIST VG EL Cai,:O ( OC-6�T-�-46) CONDITIORDISCREPANC PRIOR IES TO TO CONSTRUCTION. REPORT ANY AW,LIE 1 RRUS_ BE5> FROM EL A SURGE PIC IIR L-ALB O 143'-0' 1 (P) ERICSOn L-Sub6 ANTENNA d 4' N/A - - ETEDPATED 14, =0% (45/Pe)_ SCOPE OF WORK STRUCTURAL ANALYSIS AND DESIGN TO BE 2SOBa 0136'-i N• 1 (P) ER ----- VS 9 d N/A MEOWED 16T01 TB - 4' ----_ - -- _ - - COMPLETED PRIOR TO FINAL CONSTRUCTION DESIGN COMPLETION SECTOR D2(BETA) AZIMUTH AAD NUMBER OF PROPOSED VENDOR MODEL ELEC. MECH. RRU CABLE CABLE • REMOVE(1) EXISTING OVPB BOX CENTER ANTENNAS, EXISTING TILT TILT COUNT �' OL4INTTTY TYPE EQUIPMENT FOR GAMMA SECTOR T I L 5 N Z0MHZ ,TIE 4 - :1 1 RRJ 41449 • REMOVE(1)EXISTING OWE BOX 850 MHZ UE PO' 143.-0' I (E) :NA WIRELESS MX06F1308,10 0, 2' a' N/n FOR DAHLIA SECTOR TN SHELTER PAS LSE I NR1 12 BJ FROM TE 700 MHZ JP i PROPOSED AEON 12/24 (1) O TO P BOX SECT BETA SECTOR TO ALPHA F'liU 44 a I ea,� (PTCIR.OW BOX(OVP72) 650 MHZ TE 9U' ta3'-0" t (E) IRA wIRELESs M / SECTOR m _ : AWS LTE ._ • RELOCATE (1)SECTOR TO owe BOX L-Sub6 120' 143'-0• -. 1 (P) -.....ERICSSON -.. l-Sub6 ANTENNA 6 6 NIA - INTEGRATED - SECTOR FROM BETA SECTOR N ALPHA (GAMMA) CENTER _ 1 -... (�_ ERICBBON -_- _.. . VZ-SM6T01 TB -6 6 N/A INTEGRATED - SECTOR IN SHELTER • INSTALL(3)VII8ZOV L-SUDS COREONE 260Xx 120' 13S'i• _ ETOR MHZ (GCOMA Zu' 14R 0" NUMBER OF EX � S., YJUMODEL (EEO MECH. COUNT -I N� ' + CONSULTING USA I I, CSS AN ENNA INC. . 0 " ANTENNAS,7YP.OF(1)PER SECTOR 0 SECTOR 03 GAMIM AZIMUTH PAD VENDOR MODEL TILT TILT TVA RRU MODEL NO. LE CABLETMP EQUIPMENT 508 SECOND AVE.SUITE 1533 • INSTALL(3)28 CHZ VERQON SEATTLE. WA 96104 LIE ANTENNAS,TYP.OF(1) PER SECTOR 850 MHZ LIE 180' 143'-0" I '., JNA WIRELESS MX06FRO840-02 2' a' N�A RPL .141: -- • INSTALL(2)OVP12 BOXES,TIP.OF PCS LTE 0' 4' I R4U532 e2 1 PROPOSED ARCH 12/21 (1)PER SECTOR BETA AND CAWS 700 MHZ LTE --. - - 2 4" --_-- -O (1)PROPOSED'GROW) • INSTALLPER SECTOR BETA GAMMA PRCIJECT NO 850 MHZ LIE 180' 143'-0" I (F) :MA WIRELESS MXORFPOI40 02 2' 4' N/A - kRU <aa9 (,Fps', POR CAR BOX OVP12 (1)PE (2)TOR1B AND TAM OF �'30LJm4s AWS LTE 0' 4' I RRU532 BBF: IN SHELTER OPINVVN BY. __ _ INSTALL(2) MOUNT MOD'S,TYP.OF W.T. L-Sube 240' 143'-0• 1 (P) -.. ENCSSON L-Sub6 ANTENNA d Y N/A _ WIEORATEE -... 2MR12 — 24O 136'-4' 1 (P) ENC990N _..-VZ-9M6701 TB -d d N/A - MIEGRATED - _ _.. _-.- _ (1}PER SECTOR ALPHA AND BETA 850 MHZ COMA 175' 143' 0 () SS as EONS AFC. 735 < 65 l:. * I. - r. • INSTALL 1)WALL MOUNT FOR ,x.• 'AT CA-EC/CEOCA-EC/CEOBY. LG. SECTOR 850 MHZ COMA 310' tq3'-0" 1 1, „3S ANTENNA INC. xDUG4 65 C� - --- -:,. �y r • INSTALL(3) PARAPET MOUNT FOR 'P 4 a SUBMITTALS ,S EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS x ANTENNAS c 4a�' 4 OBTAINED FROM VERIZON RF DATA SHEET (DATED 05/28/2021) 3� i" { cF •� � , 13 60 FT .Sr ` • �� `=1 !� ., 4./ --•--' •• 1 v,•, MA 26/22 Awl cos CR A //R 21/22 Ammo PER CGYBIR CATYR EXISTING VERG:ON WA 1 MR 15/22 MOOT PER WYIOR3 i OR TRUE NORTH ARROW SHOWN ON PCS LIE RRU THIS DRAWING IS APPROXIMATE 2�21 REREMTs O PER WY1maBITS Er FF8 2R/21 REWEm PER comma Art NN UM solo FCR ma EVA NI ONLY AND MUST BE VERIFIED EXISTING WRIZON 700 (.> LTE/B60 LTE RRU PROPOSED VERSON PANEL 28*3. A he rsaV.urw CONTAINED IN T•As�r a ((LL rai G/W INTEGRATED RRU. OGAIel OR a PFLYPIAATY BY NATI.TE. ,�1 (4, SWING VERSON RT7pE RF-3 FOR SEALS ANY USE Rnoan maaE 44050114 v TrwT rJT'i '•�` Y AWS LTE RRUTPICTLY I �✓T'ee TlEla oc+.lc CLIENT A i �f�T ' //'10 m FT SURGE PROTECTOR OOPS 10 REPLACE EXISTING HORIZONTAL A /�9 /,�/ NAIL AND REPLACE WIM LONGER TO A'r?Sr�b f� i % REFER m°a�R3¢E°NOR°wDEnis ACONAMODATE rand s.. R TO S-2 `fy(LFD PROFESS i # I �VFOR DETAILS �� ��G I N£F9�Q� EXISTING WALL �� EXIISSTING�IZON MOUNTED FLOOD UGHTS O PROPOSED ANTENNA CONFIGURATION (BETA SECTOR) '' 93895PE r REPLACE DOTTING VERIZON 1 2'=1'-0 1/4"=1'-0" ''' EXISTING VERISON 100 SURGE PROTECTOR OJP6 0 i' 2' n.v ( OREGO' ____ � '�% LTE/860 LTE RRU WAIN PROPOSED VEI1120N 0 4' �2.REFER TO RF-3 FOR I I + - /A F P BELp� EXISTING RELOCATED EXISTING VERIZON EXISTINGAEL 1-F-' VERIZON '/1/ �. PROPOSED VERIZON PANEL ANTENNA VERIZON SURGE PROTECTOR PCS LTE RRU (l-Ssbl)C/N INTEGRATEDINTEGRATEDD RRU. OVP6(FROM BETA) ill LTE RRU REFER TO RF-3 FOR DETAILS 2 BO A suRCE PR�m IEeTOR LTE/850S EXPIRES:12/31/22 ?, Rau 700 �I RETRACE LONGER PIPE TKO ZACOONMpWiE EXISTING 8 I PROPOSED ANTENNAS.REFER TO 8-2 850 COMA r PROPOSED ANTETNIA WALL 9 30 FT acre FOR DETAILS IN 31O R'Hi 1'-6" • _ �:'`I■ �� YOMOUNTL/W E1 FOR PLATE EXISTING VERIZON L J REFER TD s- roR DETAILSPL5 LTE RRu �'I POR TIGARD 10260 S.W. PROPOSED ANTENNA CONFIGURATION (ALPHA SECTOR) N I-' EXISTING VANTENNA GREENE3URG RD. O1 ', I 1I`� � t . PANEL ANTENNA TW TIGARD,OR 97223 5La-11.0 Z. j I/4=11+C' 1 4 I �4 80 FT _" r kd L I I.• E111111111/* ,•,l�;A e,'2e f(LR Saib6) /�RITVER INN PANEL ANTENNA / A 92f Tm-e GA'-3 GRATED L u , •Ia.���y � N,b PROPOSED ANTENNA ii, ., CONFIGURATIONS I 1, O PROPOSED ANTENNA CONFIGURATION (GAMMA SECTOR) < i p,"-,•-0" I/4".1._O" eT rxAseA PROPOSED ANTENNA CONFIGURATION AND SCHEDULE EL U I P11 PN- SECTOR 01 (ALPHA) AZIMUTH RAD NUMBER OF PROPOSED VENDOR MODEL ELEC. MECH. .TIARA RRU RRV MODEL N0. CABLE CABLE EQUIPMENT l ''_L Lh� NOTES: CENTER ANTENNAS EXISTING TILT MT COUNT Lu.MTIY TYPE l- ]fJ N > TE I.IXISTMIG ANTENNA LAYOUT INFORMATION OBTAINED R 9 M Z LIE U 143'-0' ; (t) ())3.AIR( _ MX061R0840-C2 e 4' N/AE-1 RRU 4449 (2) FXIS'IN SURGEFTCCR_ FROM DRAWINGS PREPARED BY VECTOR EN LDINEERS ����� OW 304E (R00x0C-33%5) DATED 01/11/201 AND SITE PHOTOS BY CORE ONE F S LTE ' I PPU534 ❑2 CONSULTING USA LTD. DATED 12/03/2020. 703 49Z LIE < y. ----- -- --- (2) EXISTING MI CH E/1Y (I) FXI%U .SURGE pRcCOSED SURGE MOM ERG 4449 (SPARED) PI P_ 0 P 30X(Owe) 12 BOXES 2.CONTRACTOR TO STE VERIFY ALL DIMENSIONS AND 3 J wL ..m v 1y' E' E) -Az;. L_LSs M4O6FR0840-Gv 2' m N/A Woo' �27-PF-4B) CONOMONS PRIOR TO CONSTRUCTION. REPORT ANY Avb C;` 0 a 1 -- ARU BEG, (I) FASTING E,JCAT A DISCREPANCIES TO THE ENGINEER. FROM BEE SURGE PIC-R. L-Saba 6 143'-D' 1 -- EROSON L-Sub6 ANIENFN IF 6 N/A - INTEGRATED_.--- - _ rve ens (OVPE) - - SCOPE OF WORK STRUCTURAL ANALYSIS AND DESIGN TO BE 2B•M 6 146•-1' 1 (P) ERESSON VZ-086701 TB -6 __.i N/A - INTEGRATED ..- - STRUCTURALCOMPLETED PRIOR TO FINAL CONSTRUCTION RAO NUMBER Oi PROPOSED CABLE . REMOVE 1 EXISTING OVPB BOX DESIGN COMPLETION T I L 5 N SECTOR D2(BETA) AZIMUTH VENDOR ELEC. MECH. RRU CABLE CENTER ANTENNA4 EXISTING ��' MT TILT TWA COUNT fEtU MODEL�• DUMMY EQUIPMENT FOR GAMMA SECTOR ]OD M42 LIE 2' a. 1 RR.I 4449 REMOVE(1 ECTOR OVPB TER P5] MHZ TIE 9G' 143'-0' (E) .4A WIRELESS N%0'FR^,84J-IJ'L 2' 4' IJ/A - • FOR GAMMA SECTOR N SHELTER P S I Tr 0' 4' I PR11532 E1 _ 703 MF it (1)PROPOSED MI.C4E 12/24 (1) PROPOSED SURGE • OMBETA(SECTOR TO ALPHA r n MHZ 5 . 149 n° IF) Aa maF c;2 ro f,F - rz2u ca<9 l'. -- l SECTOR . PTCTR.OVP BOX (OVP12) pW5 LT- . • RELOCATE(1)EXISTING O/PB BOX L-Sub8 120' 143'-0' 1 (P) ERICSSON L-Sub6 A 1ENNA 6 4' N/A - INTEGRATED - _ SFROM ECTOBEINA SECTOR TO ALPHA • + COREONE 26 0HR 120 146-1• 1 (P) ERICSSON VZ-SM6701 TB -6 6 N/A - INTEGRATED - - ..,d MHZ Ctlno - _. _—.0. 8. -. ,.; • INSTALL(3)VERIZON L-SUD6 CONSULTING USA (4 LY3,I d ,.- -003 PAD NUMBER OF PROPOSED CEO. MECH. RRU ANTENNAS,TIP'OF(1)PER SECTOR SECTOR 0.3(GAMMA) AZIMUTH VENDOR MODELCABLE CABLE CENTER ANTENNAS EXISTING TILT TILT TMA COUNT MU MODEL N0. QUANTITY TYPE EQUIPMENT INSTALL(3) 506 SECOND AVE,SUITE 1533 • 28 GHZ VERIZON SEATTIF, WA 98'.04 700 MHZ LIE ANTENNAS,TYP.OF(1)PER SECTOR 850 MHZ '_TE 'SO' 143'-0' I (E) .4A WIRELESS MX06FR0545-U2 2' N/A 1 RRIJ 4449 4 • INSTALL(2) OVPT2 BOXES.TOP. OF PSIS LT 0' 4' 1 FROGS? D2 (I PROPS NL0H 12/24 (1) PER SECTOR BETA AND GAMMA 700 MHZ LIE 2 < __ (1)PROPOSED 53110E COARE 4449 (SHAZ- - INSTALL(2) OVPT2 BOXES,YTP.OF PRI-I r'T NQ 2E30120045 850 MHZ _TIE ''80' 143'-G" ,NA WIRELESS VXODER0840-52 2' a' N/A MIR.OVP BOX(OP12) (1) PER SECTOR BETA AND GAMMA AWE Ill IS 4• 1 RRJ532 HE6n IN SHELTER I DRAWN BY W.T. 'L-Saba 246 14V-0" 1 _..- (P) ERICSSON - L-Saba INIENNA -._ 6 4' NfA - INTEGRATED - _ • INSTALL(2) MOUNT MODS,TYP.OF Mks 246 146•-1• 1 _—(P) _ -- ERICSSON K-9/6701 TB -6 6 N/A _ INTEGRATED - -__ (1) PER SECTOR ALPHA AND BETA 853 MHZ COMA '79' 14T T-, XDU04 65 0: - 1 " 2 EXISTING I 5 8"COAX • INSTALL(1)WALL MOUNT FOR (CEIEGIO:D BY: Lc. DSO MNZ COMA 31V ta3 <35 ANTE,/ - XUUO< 05-03 - , I F+6TING 15.8"CCA, SECTOR GAMMA • INSTALL(3) PARAPET MOUNT FOR SUBMITTALS EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS SG ANTENNAS OBTAINED FROM VERIZON RF DATA SHEET (DATED 05/28/2021) 4 MIEB \' ,I 0 MR 20/22 RNA.cob CR E APR 2•/22 RENSED PER COMMENTS CR 0 APR 13/22 R[LR=PER GARMENTS CR TRUE NORTH ARROW SHOWN ON C NM 22/21 Remo PER mums or THIS DRAWING IS APPROXIMATEFEB A AM!B(WI 12/2, IRNSFD PER COMYENR YR ONLY AND MUST BE VERIFIED 2e/A MUM FOR 90P ro'A W1 TIt INFORIVATICttl EO4TANEDN THIS MTff GQLI ENTS IS remcY NATL R ANY LEE On E@GtffiRE°THER rF W J Ti4T PROPOSED NEPo20N 6' WHCH FELATEE TOM CUNT NAMED RI CAME MAY,TOP.REFER a'TRcrIV PFJIlrTEq / TO S-3 FOR DETAIN ,2 SOFT 135QFT 112111/40111/411/ F,D PROF es DIETING ry / ` .410 . us 0°i/, Ltv 93895PE �i�:i. [Exlsnnc P/ ,^ ,,... . RODFTDP/BERZON PANEL . OREGOA PROPOSED VERIZON�PANEL T' pp��� ROOFTOP/ :.,:�p .. ('MOVp�,p AT RFNN-i(F208R VEI REFER F`REFER TO 8-3 FOR REFER TO S-3 FOR A ♦ PROPOSED VER1ZON PANEL 12 m FT ��/ MOE/NA( � /J �� DETAILS PROPOSED VERIZON 6' 13 SO FT MOUNT DETAILS , VI GO. a C A El l.4F'e me TABLE TPAY, DETIP.AILS REFER FOR OE( a, t `aq► MOUNT oT°E'TMLS - IRES:12131/22 _ TO 3-3 FOR OETARS 13 SO FT PROPOSED VERIZON 6' bl CABLE TRAY,TYP. REFER / 12 SM fT V 10 5-3 FOR OETNL9 / 1P BITO _i//////I/// 11I1I///�/�I POR TIGARD 10260 S.W. GREENBURG RD. II :" TIGARD,OR 97223 ”6,-,-1-TITLE 0 PROPOSED ANTENNA CONFIGURATION (ALPHA SECTOR) 2 PROPOSED ANTENNA CONFIGURATION (BETA SECTOR) O PROPOSED ANTENNA CONFIGURATION (GAMMA SECTOR) PROP(ra-D ANTENNA i�2=l _o ;�.:_i_D• CONFIGURATIONS II 0 t/4'=i'11Or - xiw�1-0 n.•v v„.. _ D 1. 2' I 4 0 1' 2' 4' 111361113116311 I. RFEETI•I-NBEP RF-2. 1 verizon till 7.9 � F,.9' TIL50N M RF CONNECTOR,TV 1 n 'MI N -_ g m I 13 COREONE CONSULTING USP E �.)}. t 506 SECOND AVE.SUTE 1533 �,J SEATTLE, WA 98'04 18.1' 18.1' 1 _ 10.6' _ _ y Kali tBOM 5@E MECVWIICAL DOWNTILT °2 .-�. BRACKET I MCI1FCT Pia .. 2030UL'iC145 Illlllllllllllllllt 0 MANUFACTURER: ERICSSONMODEL W.T. _I=' DIMENSIONS: STRE220.5" MACRO.9. AIR X 8' DRAWN BY,T.�.T 01YENSIONS: 20.5"X 4.9'% 7.9' TOP CH2:CKED BY: LC. g g n SLISIUIITTALS RF CONNECTOR.TYP �_ O 28 GHz ANTENNA SPECIFICATIONS . tllinnumumt ' I. G �■ BOTTOMMI o,w 2Y%22 P8W.COI cx FROMI � E APR 2E/22 REAM PER OOERIFli15 CR D,MM 16/22 REP=PER COMMEMS CR o'MR 22/21 REVHED PEA CCMIIENTE -WI B FEW 12/21 REMEED PER SLIMENR WI MANUFACTURER: OEC220N A ON 28/21 MNE➢FOR OMCD'P Sr. MODEL: AIR 6449 (V2E01) f 18.5' f WEIGHT: 88.0 1Hs TIE RFOFN TEN CCNTAINEO N TH9 ELT OR DIMENSIONS: 30.8 % 16.1'% 10.8' �/I �'/ mx�.E CE a PROPRWTAAT DT NATURE ANY USE\ WHC TLY PF EB TO hE HEM NAMED a MANUFACTURER:RCMOC aTPW.TLV ProieREn MODEL RLMDC-6627-PF-4B 11 WIDTH:HEIGHT: 16.5' ^I DEPTH: 12.6 ,i6.9 PROF& WEIGHT: 32.0 LBS '`CC S'f O L-SUB6 ANTENNA SPECIFICATIONS ` l - ! ,5. sNGIN£(S/p9 NTS. -- - 93895PE r OREGO III % I �i A f � EXPIRES:12/31/22 In. , EAT P N POR TIGARD 1111611 0 f�i1ll 1I■i�11� 10260 S.W. !u2 Wir u�E� GREENSURG RD. I0 TIGARD,OR 97223 • 6FEET TITLE 0 SURGE PROTECTOR OVP BOX DETAIL PF&EQUIPMENT N rs. DETAILS S-RET NI A..R RF-3 verizon TILSON (005220,305220)POR TIGARD-[3 Sectors-4x4 RET RRH (700,850, PCS,AWS1,AWS3)+850 NR+850 CDMA+L-Sub6] [5G-3 Sectors-28GHz] SECTOR 1 SECTOR 2 al COREONE SECTORS CONSULTING USA 75.] (3* QR I175° 90° 120° 120° 310' 240° 240e 506 SECOND AVE, SUITE 1533 oO LTL af] H Rrl. 850 LTE ® ! Bt 1 II( '1�° SFAITLF. WA 98104 �.� BSo LT[ Illiffiffil p tSLfE II� µ< ® Illlllilii: pCS LTE 700 MHZ ]BU MH(. Sa ® IOD MHZ IOU MHZ SPOOL 3x.1ot 321-POL MO'MIMC __ L iN-POL 3R.POL 3X-Pol MWMIW RWtr I�,.�f gy.pt L[-POL MJ-MILfI }Bf# IPROJECT NO st l3-I HI4 LNI1INiLIN1IX5�X6 RLIM1OLIPAAIRW Li`ILhfx3IEl.rl[rlrI IRLIRMIdNIRBL resets W01 14.1 L1INR11x4Ix5,INFIRM1kjzeIAW L1°IU.IRAI14.4'+''-I ELIIIaLIRNICP 8101 ArOI U�1L7.L�'1N4 IM5� ldLIIWLIENIRN lI�IL3-Ir�M0.�H5�HEIdLpNtIPBNIRN ma1 `�T QEi L. 3.I°. NBB�x u `I U 1 1 a R fl R HIYI,.I6 MR BNB li tIJ 11]i El LI LV W CI Ltl III ICROWN BY. r W.T. ♦JBIR > BIR nl0 Cl p1R Al IB 111 41 B1M1 •IB C UTA II IIBIR AI BI CI DIR ICHECKEDBY. LG. E13 Ili ei. . in1le RIM MNOtBi wawa. M tl19B$_ lil lil°I w LI Ir I°I�II°I Lid Loi W ^L. J SUBMITTALS III • el0lclDIR- A B I III, NNaMIl<B1. MC°R9=Ml-:', L U AIB CI-1,, w L*Awsl wu_ ww 1111°1°1313 11 B1.3141 16 11z1a1°I sl Bl'I BlA11a11a112 = n a ° s B , I e =0 ows OWE -- I I 1 I I 1 I I==I 0 APR BBe/Maz MAL CEPS PER COMMENTS CR �, Y I NYB 0 LLN 15/22 RIB=PER CONBNIa OR STRUCTURE/SHELTER STRUCTURSNELTER STRUCTURE/SHELTER STRUCTURE/SHELTER STRUCTURE/SHELTER STRUCTURE SLIER PIO a FEB 12/2A REVISE/PER COWERS RT FIR A AM 20/21 ISSUED FOR 90R CON WT 113I''I:I:IB '121,141,1' onu L I aI a1°1s l BI OJBlsi9I1111B 1j it Bl°I°I 0 I t7I al Bl la l all 12 TM N48-1 NB IVTw—TVTCr /wr use OR OISCLOBURE or£R 8984N rEMT wr°CH RELATES TO TN!CLEW NAV=18 STPY_TLV E IeIrEO a GIN p RET Control Path Note: RRU Fand5' 93895PE All Smart BiasT's ISBTI/Internal BiasT's,or 700 Band 13 OREGOL External AISG RET Controllers are driven by the AyyS Band 4 BOLD coa5/lomper.athwa0. PCS —Band 2 .. ..1• A850 Band 5 ntenna.port'1' ®::79 II1��."°r PANS•1/3—Band66A / AE BOOM: RRHen by port'q' CBRS BandaB EXPIRES:12/31/22 ([OKRA) LIO0©0 IJIA Bend 4s BII7 MI CI BPS POR TIGARD 10290 S,W. GREENBURG RD. TIGARD,OR 97223 .MEET if_E RF SCHEMATIC SEET 88-8919131 RF-4 NOTES: 1.REFER TO DN-1 TO GN-3 FOR SPECIFICATIONS. ■ 2.CONTRACTOR TO SITE VERIFY ALE DIMENSIONS AND veri CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. TILSON ©PROPOSED STANDOFF v WALL MOUNT,TYP. • , ► COREONE ��* CONSULTING USA IS� 506 SECOND AVE. SUITE 1533 SEATTLE.WA 98104 , PROJECT NO 2p3oupogs DRAWN BY. W.T. fClfr"KFO BY. LC. PROPOSED 1/2'BACKER PLATE TO SUIT SUBMITTALS PROPOSED 2.315'O.D.SCH. ' 40 PIPE zB'-0'LONG \,1111fr. IPA 29/22 MR COY S. PROPOSED 5/8'ON. AMW 29/92 RENEER PEA ROWEKM CR THREADED ROD.UP. MN Ie/]3 pLN9m pm COMNENls CR A1N 22/21 RENEW PER OSAEMID wr �I'. fEB 1Y/21 RA16m PFR WMNEIiIS AR -2E/21 eSLFD FEn SON 09* 35 PROPOSED COMMSCOPE 'MC-SAI2-B'STANDOFF WALL rE NM.4ATOVCQITAAEOWTH9 EMT OF`. 0.C1A VITS IS PROPRIETARY BY MATURE. MOUNT OR APPROVED EQUAL aw IEE OR OECLmiRE OTER-MAN THAT WFICH uTES TO THE CLIENT NAMED IS STPCTLYPPCHeREC ,4E9 PROFFS O � aG1NEe per STANDOFF WALL MOUNT DETAIL 93895PE 'f N1..S. OREGO I'1 g EL • ,• EXPIRES:12/31/22 SITE POR TIGARD 10260 S.W. GREENBURG RD. OPROPOSED ANTENNA MOUNTING DETAIL TIGARD,OR 87223 N.T.S. e.EET TITLE CONSTRUCTION DETAILS I SE.ETNLE-BEF • S- 1 • NOTES: I.REFER TO GN-I TO GN-3 FOR SPECIFICATIONS. ■ 2 CONDTDONSOR TO PRIOR SITE CONSTRUCTION.REPORT ANY SIONS MID r'�n DISCREPANCIES TO THE ENGINEER. PROPOSED 2.875'0.D.SCH. 40 PIPE x4.-0'LONG.TYP. PROPOSED 2.375"OD.SCH. 40 PIPE x10'-0' LONG,TYP. MOUNTING EG PIPE ANTENNA �MOUNRNG PIPE I ; —:> PROPOSEDROVED EQPRO UAL SC7X45-10 T I L S O N 11i^ VITUZE EXISTING ANGLE � . WALL MOUNT,TYP. ���I4111, ((y(���„ '1 3 COREONE .■� �ikir, v�u CROSSDIER �� / CONSULTING L3 "� �\ \� PROPOSED 2.875'0.0.SCH. ISA 505 $FATTLE,ECOND AWA 98ID4VE,SUITE 1533 40 PIPE x4'-0' LONG.IMP. I I'i FIRM/FrT ND 2030L0045 LYx3'x1/2'x3' Mk CROSSOVER PLATE DETAIL LONG CUP ANGLE lir CONNECTION DETAIL O PROPOSEDDRAWN 9Y w.r. /i n 1/2'DK / \ A307 THREADED ROD PROPOSED 2.375"O.C. CHECKED BY: Imo, SCH.40 PIPE TIE BACK TO EXISTING ANGLE WALL \ / PROPOSED 1/2' MOUNT. LENGTH TO SUIT SUBMITTALS PROPOSED 2.375' OD. SCH. \ / Obt A38 BOLT 40 PIPE x10'-0'LONG, TYP. PROPOSED 2.375K O.D. SCH. ■lam. 40 PIPE TIE BACK TO \ EDNG ANGLE WALL XS �� WALL ` MI OUNT.LENGTH TO SUIT —■— SOFA. 4 PROPOSED 2.375E O.D. WAIT Illb \ SCH. 40 PIPE TIEBACK / \ �TO EXISTING ANGLE SUIT O PROPOSED PLATE ADJUSTABLE MOUNT.LENGTH TO SUR _ D/PR Y9/]Y FlIML G9'S CR E WPR EWE REMISE)PER O WEMB DR PROPOSED 1/2'Ell J FIELD DRILL D LIM 1B/5 IMBED PER mWMKo rA U-BOLT,TYP. 1 __..___ A tm NNG WALL c uw 22,21 ARMED PER commas Wr ANGLE TO SUIT B FEB 1Y/Y1 REWISED PER C9MMERB ER � I UTILIZE EXISTING A PA 2B/21 RUED rat ISI COL RT ,^ / / \� ANGLE WALL MOUNT ' . ti-E xFIXYMTICN I%x•?A✓�p�THIS MT6 mowvulsavnwncr WO-LAW, \ ,�� B , NxiCM�TE9iO TKBCLEMNVVIEOW[MEP THAN T 1A. T`' ��I O4 CONNECTION DETAIL r° ^� Y N.T.s. V�ii� PROPOSED SEE PRO I D PROp S "PUCK'OR APADJUSTABLE vmPueouu �vh�RINf 9S�0v r93895PE � • ��" PROPOSED 2.375E O.D.SCH 40 OREGO' _ ' / PIPE z10'-0"LONG.IMP, E'I 33 ADJUSTABLE CLAMP PLATE DETAIL N.rs. EXPIRES:12/31/22 'W' POR TIGARO 10260 S.W. GREENBURG RO. TIGARO,OR 97223 0 EXISTING ANTENNA MOUNT MOD DETAIL - N T.S. CONSTRUCTION DETAILS II Ei•EET NUMBER • S-2 NOTES: 1.REFER TO GN-1 TO GN-3 FOR SPECIFICATIONS.• 2.CONTRACTOR PRIOR CONSTRUCTION. REPORT IAO 11�riZOn DISCREPANCIES TO THE ENGINEER. OR APPROVED EQUAL f I ,It .,-,-A. TILSON I :mow.) ► ,.....,.r C 9z s J, ,. ,., ,0A* COREONE At a CONSULTING U: ' 0 506 SECOND AYE,SURE 1533 x�� ,1 :_ SEATTLE,WA 9610a PROPOSED 2-3/8"0.0. EXISTING BRIOK PARAPET. PIPE r2'-0"LONG CONTRACTOR TO SITE VERIFY PRQ.ECT MCI Lppg6 EXISTING PARAPET HEIGHT PROPOSED VERIZON 5G DRAWN BY: W.T. — I ANTENNA MOUNT As O WALL ANGLE DETAIL I�RER MANUFACTURER'S S N.T.S. RECOMMENDATIONS CI-ECKEO BY: L.C. 1/2"DIA.THROUGH 10 ROD.TIP. _"A I I IiiImo-:, SUBMITTALS PL 1/2"s3"024"BACK 1 11 : PLATE,TYP. 1/2"DR. U-BOLT. TIP. I II I1 22/21 REVISED A O PROPOSED WALL 11 11 1l. IANGLE.I YP. ,"I — T\ I l® i/ 1! L 0 APR WIT RR.col CP DUSTING ROOF - u1 I APR 2P/22 RDAYD PER(LMYENIE CR * WIDTH AS NOTED 0 MMI 1E/22 REA O PER TMMw19 CR ON DRAWINGS c MM1 PER r..EN15 R1 IyI B PEB 12/21 REUSED PER COMIDRS WT 1/4"DIA KWIK BOLT 3 CONCRETE I A ART 22/21 6EIRD FOP 20s en WP ANCHOR, EMBED 1.25".TYP. TIE N.CF ATGN CENTAPEo w T,6 SET CIF -- 12"s12"x2'CONCRETE �UNENTS E3 PFCPPIETAR"BY NATURE. PAVER AT 10'-0"0/C� wwN .TvvANY.USE OR�o C BPY NAMEDY3R THAN T BTRILTLYRdIREQ 14. 1/2"RUBBER MAT EXISTING ROOF _ . V . d a e •c,' PROFESS /�V�� F�G i N£F� �w 93895PE O PARAPET MOUNT DETAIL °REGO. CABLE TRAY DETAIL N.T.S. 4. pf " n N.T.S. A 11 1 .-C;C EXPIRES:12/31/22 errs POR TIGARD 10260 S.W. GREENBURG RD. TIGARD,OR 97223 CONSTRUCTION DETAILS III S S-LET r&t. . S-3 OFFICE COPYa . • • CITY OP TIGARD, REVIEWED FOR CODE COMPLIANCE Approved OTQ . Penult* Pi1p -nn Address: ielac) ,Svo. Crre_ryviliges . Suite 1k Date g J , . . LUfRED State ,)f • '64:,eciaity Code Concrete anJ FiftOr6i19 St801 O E3c,ts Insted in Concrete E3 Special Mornent-FlesIsrm, Frnne, r Reinforcing Ste i Prest Steei Terz1/41012 1 • , Structurs,\I‘leing :4 n e d sj High-Slrungtli&cling 0 Structurai Masofwy ReinfrYce:.i Gypsu; C crete Ei insulating Concrvte Fiii 0 Spray Afr,71icd Matetithe Piiir,mr:, Ud Piers ani CaiszonS sh(:t.:'.fete arid Filuag rns ED other Ift,30,-::