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Plans (133) • -PLANS PREPARED FOR. • CITY OF TIGARD •T •Mobile• "Mobile. . MT . Approved Planning 1 :1 n 1/'a I s -PLANS PREPARED BY v7 ` INFINIGY8 P001316D_I-5 & HIGHWAY 217_L1900_FCD_MD7_10-09-2017 RECEIVE!) FROM ZERO TO INFINIGY the solutions are endless SITE NUMBER: P001316D50116THAVEW SUITE 210 CROWN SITE #: 824674 OCT 16 2017 BELLEVUE WA 98004 1 JOB NUMBER 516-001 SITE NAME : 1-5 & HWY 217 ADDRESS: 14020 SW TIGARD, OR 97D224E CITY OF TIGARD -MLA PARTNER SITE TYPE : MONOPOLE COUNTY: WASHINGTON BUILDING DIVISION TOWER HEIGHT: CRON 98'-O" JURISDICTION : CITY OF TIGARD ��CASTLE rdpe motetldl risen. lily V y. / { PROJECT SUMMARY: SHEET INDEX: —ENGINEERING LICENSE SITE ADDRESS: SHEET: DESCRIPTION: 14020 SW 72ND AVE TIGARD, OR 97224 T-1 TITLE SHEET T-2 SPECIFICATIONS & NOTES ;�'f S8T1dl]Ufg St r ,t�1 PROPERTY OWNER: A, - OVERALL SITE PLAN .�J r - - �L' `� 15 PROPERTIES, LP A-1 t `T9--� PO BOX 87908 A-2 ENLARGED SITE PLAN Burkhart Dental supply P VANCOUVER, WA 98687 _ A-3 WEST ELEVATIONS , $ �� t 7i+ 3PE A-4 ANTENNA PLANS& RF SCHEDULES TOWER OWNER: A-4.1 EF PLUMBING DIAGRAM V A-5 EQUIPMENT DETAILS Vigilant CROWNWESTLCASTLE A-6 EQUIPMENT DETAILS irt ,1505 KE UNION CENTER 4, �0-0? • 1505 WESTLAKE AVE NORTH, SUITE 800 OREGON ` t SEATTLE.WA 98109 ''W SandburgS{ & P APPUCANT: T-MOBILE Trgard-l'ualatin ""�'` 8960 ALDERWOOD ROAD - ___-_ T-- - _-_- _`°-.,,, _ OLLIL•• L —PTE� PORTLAND.OR 97220 _.. School District - _ _ _.. 6 REPRESENTATIVE: CROWN CASTLE PROJECT DESCRIPTION: APPLICATION ID: 395487 SITE yy (MilON OA •` p 7-MOBILE WIRELESS PROPOSES TO MODIFY AN EXISTING SITE AS FOLLOWS: ,an i l. •630-►� BUILDING SUMMARY: • RELOCATE (3) EXISTING PANEL ANTENNAS l l t • INSTALL (3) NEW PANEL ANTENNAS ' OCCUPANCY CLASSIFICATION: U • REMOVE (3) EXISTING TMA'S77a DRAWING NOTICE: TYPE OF CONSTRUCTION. TYPE V-8 • REMOVE(6) EXISTING DIPLEXERS qt' • RELOCATE (3) FRLB'S AND INSTALL(3) NEW FHFB'S AND (3) NEW FRIJ'S E THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE ZONINGN-1 • INSTALL(1) NEW COVP SOLE PROPERTY OF T-MOBILE AND MAY NOT BE AREA OF CONSTRUCTION: NO INCREASE AT THIS TIME. • INSTALL(1) NEW HYBRID CABLE United Rentals 0 REPRODUCED,DISSEMINATED OR REDISTRIBUTED ASSESSORS PARCEL NUMBER: R2144035 • REMOVE (2) FRIE, (1) FSME, &(1) FXFB; REUSE EXISTING (1) FXFB FOR GSM ® d WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. LATITUDE: 45.419825', 45'25' 11.37"N & (1) FBBC FOR L1900;AND INSTALL(1) FSMF INSIDE EXISTING FCOA CABINET e LONGITUDE: -122.74576111', 122'44' 44.74"W THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING n' /� —REVISIONS: CO UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T-MOBILE IN �'Y, � DESCRIPTION DATE BY REV ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY T-MOBILE. INFINIGY HAS , INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLANS ARE NOT '>a Jacksons Food Stores FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABIUTY ANALYSIS PREPARED BY A UCENSED STRUCTURAL ENGINEER. STRUCTURAL 7L Poly-Cast REVISED FOR CONSTRUCTION 10/09/17 TJB 2 ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT. N DESIGN IS BASED ON RFDS VERSION 2.1, CONFIGURATION 794A_Rxx_No U2100_Seotor Add ; ISSUED FOR CONSTRUCTION 10/03/17 T16 I DIRECTIONS: - - - REVISED FOR REVIEW 09/21/17 DEG 0 CONSULTING TEAM: FROM 8960 NE ALDERWOOD RD, PORTLAND, OR 97220; GET ON 1-84 W/US-30 W FROM NE ALDERWOOD RD, NE 105TH AVE AND NE 102ND AVE 8 MIN (2.7 MI); ISSUED FOR REVIEW 07/06/17 DEG A APPROVALS: HEAD SOUTHEAST ON NE ALDERWOOD RD TOWARD ALDERWOOD TRAIL 0.8 MI;TURN RIGHT ONTO NE 105TH AVE 0.6 MI;TURN RIGHT ONTO NE SANDY BLVD 0.1 MI; NRN LEFT ONTO NE 102ND AVE 0.9 MI;TURN RIGHT TO MERGE ONTO 1-84 W/US-30 W TOWARD PORTLAND 0.2 MI; FOLLOW 1-84 W/US-30 W AND 1-5 5 TO SW DARTMOUTH ST IN TIGARD.TAKE EXIT 293 FROM I-5 S 17 MIN (14.9 MI); MERGE ONTO 1-84 W/US-30 W 6.1 MI; USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD SALEM 0.4 MI; T-MOBILE SITE NAME: ARCHITECTURAL&ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND MERGE ONTO I-5 S 1.1 MI; KEEP RIGHT AT THE FORK TO STAY ON 1-5 S. FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM 7.0 MI;TAKE EXIT 293 TOWARD HAINES ST 0.2 MI; INFINIGY ENGINEERING AUTHORIZE THE CONTRACTOR TO PROCEED WRH THE CONSTRUCTION DESCRIBED KEEP LEFT AT THE FORK TO CONTINUE TOWARD SW DARTMOUTH ST 417 FT; DRIVE TO SW 72ND AVE 4 MIN (1.3 MI); CONTINUE ONTO SW DARTMOUTH ST 0.2 MI;TURN LEFT ONTO SW r 1-5&HWY 217 50 116TH AVE SE, SUITE 210 HEREIN.ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL 72ND AVE 1.1 MI; 14020 SW 72ND AVE,TIGARD, OR 97224 BELLEVUE, WA 98004 BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. PHONE: (425) 201-4215 x1603 T-MOBILE SITE#: CONTACT: PAUL OANNEBERG Ir P001316D SITE ACQUISTnON: PRINT NAME SIGNATURE DATE APPLICABLE CODES: PLAN CHECK COMMENTS: CROWN CASTLE r CROWN SITE 6 WESTLAKE UNION CENTER PROD. MANAGER ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE (A` L-4./(�/j C �7 I 824674 1505 WESTLAKE AVE NORTH, SUITE 800 WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY ( !�� SEATTLE,WA 98109 PHONE (503) 914-8977 CONST. PM. THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE f+" of ��Y��� CONTACT: PATRICK E8977 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. r 2C It JV `(�� CONSTRUCTION MANAGEMENT: RF ENGINEER SITE ADDRESS 1. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 3 �� 14020 RD 72ND AVE CASTLE 2. 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) oved Plans (A'\ CROWNKE UNION CENTER SITE ACQ. REP. 3. 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) I) 1505 WESTLAKE AVE NORTH,SUITE 800 4. 2014 OREGON FIRE CODE(OFC) �•y0,....., 49 TIGARD,OR 97224 WESTLASEATTLE,WA 98109 PLAN. CONSULTANT ( ) F : y��� D��� �/1 t1 PHONE: (360) 440-0003 5. 2014 OREGON ELECTRICAL SPECIALTY CODE (OEOC) V Aft �"' Py CONTACT:WILLIAM ZOEB 6. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE OEESC a ,-, `� SHEET DESCRIPTION: - EMAIL: WILLIAM.ZDEBOCROWNCASTLE.COM PROP. OWNER 7.8. LOCALA-222-G OR AMENDMENITS TO7EST THEEA ABOVE,WHERE APPLICABLE 311 `t � // 7 t-/�.,� ��7-MOBILE REP. 9. CFE/SAF TY ORDINANCES S l�C.� _v/("�7f,,, TITLE SHEET 10.LIFE SAFETY CODE NFPA-101 OFFICE COPY Know what's below. [SHEETNUMBER. Callbefore you dig. T- www www.call811.com j GENERAL SPECIFICATIONS PAINTING NOTES&SPECIFICATIONS -PLANS PREPARED FOR: 1.THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A. GENERAL A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"ARE TRADE INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE C. COATING SYSTEM SPECIFICATIONS • INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1M IL 2.THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS 517E AND IS UPON COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT IN A BROOM SPECIFICALLY NOTED OTHERWISE BY T-MOBILE. DFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER ® !/''�� ■ bPRACTICE: OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP f[ EXEMPT FROM ADA ACCESS REQUIREMENTS. NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION CLEAN CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN (B66A50). �.,,/ 11� O'HARE INTERNATIONAL CENTER CONDITION,FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE111 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES 3.PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SHALL 10255 W. ROAD,SUITE 600 AT COMPLETION OF WORK. PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 2. 100%ACRYLIC, LATEX COATING EQUIVALENT TO A-100(SERIES A-82) VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO ROSEMONT, IL 60018-5607 BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS ., CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS SMACA SHEET METAL AND AIR CONDITIONING CONTRACTORS OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS OVER SPECIFIED PRIMER. AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION,ELECTRICAL, NATIONAL ASSOCIATION RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH 4201 LAFAYETTE CENTER DRIVE 26. ALL EXPOSED METAL SALL BE HOT-DIPPED GALVANIZED. D. PAINT&PRIMER CONSTRUCTION.SHOULD ANY ERRORS,OMISSION,OR DISCREPANCIES BE CHANTILLY,VA 20151-1219 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL -PLANS PREPARED BY: FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED ANTENNAS MN THE T-MOBILE CONSTRUCTION MANAGER AND THE ARCHITECT. IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THISPRIMER - KEM AQUA E61-MATERIALS IF TRANSFERROAD FACILITY AND PROJECT SITE. BY-TMOBILE. TOPCOAT- COROTHANE II B65W200/B60V22 I N F I N I G Y 4.IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS,THE CONTRACTOR ST.PAUL, MN 55114-1406 SALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE BTS CABINET 8 T-MOBILE CONSTRUCTION MANAGER. PRIMER- KEM AQUA E61-W525 SPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE.IF A DISCREPANCY EXISTS 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED THE PROJECT AREA UNDER CONSTRUCTION. TOPCOAT- COROTHANE II B65W200 FROM ZERO T O I N F I N I G Y GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS BY T-MOBILE,OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 8. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 /B60V22 INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 GRIT SANDPAPER AND NON-HYDROCARBON WASH. PREPARE GALVANIZED the solutions are endless 15. THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY AND 810. COAXIAL JUMPER CABLES SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEM 50 116TH AVE SE,SUITE 210 5.THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED BLOCKING,BACKING,FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL SSPC-SP1. TO BE FOR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE ITEMS. 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES AQUA WATER REDUCIBLE PRIMER E61 W25 REDUCED 25% BELLEVUE,WA 98004 PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS AVE SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR 7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 PRECEDENCE OVER SMALL SCALE DRAWINGS.CONTRACTOR SHALL CHECK THE 18. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT JOB NUMBER 516-001 ACCURACY OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY NOTED, CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPUCABLE LOCAL SURFACES AND FACILITIES. RAW STEEL DO NOT FABRICATE ANY MATERIALS,OR BEGIN ANY CONSTRUCTION UNTIL THE CODES,REGULATIONS, LAWS AND ORDINANCES.AS WELL AS THE STATE 31. UPON COMPLETION OF CONSTRUCTION,T-MOBILE CONSTRUCTION MANAGER PRIMER - KEM BOND HS BSOWZ4DMT ACRYLIC PRIMER ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCLUDING BUT NOT SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE B. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH TOPCOAT- 2 COATS COROTHANE I POLYURETHANE B65W200/B60V2 -MLA PARTNER: I FIELD DIMENSIONS. LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA). OF PROPERTY OWNER. SUCCEEDING ENAMEL COAT ON FLAT SURFACES.APPLY MATERIAL TO 8.THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS GALVANIZED METAL EHEIPMENT,APPURTENANCES NS AND LABOR NECESSARYRHER TO COMPLETE THE 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM INDICATED. ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. OOONSTRUDURI N,SNG TRUCTURE,OLANDSCAPN.ANY INGGCURBS,STAIRS,OR TO NEW AND EIQUIPMEINT,NG E PROJECT BY TEQUIPMENT IN AMCLEAN .WORKING ORDER UNTIL ACCEPTANCE OF THE FINISH COAT(GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND CROWN 7.CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION MANAGER,THE OF T-MOBILE AND THE PROPERTY OWNER'S REPRESENTATIVE,AT THE 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. STAINLESS STEEL PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED EXPENSE OF THE CONTACTOR. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY PRIMER -OTM WASH PRIMER, B71 Y1 CUSTOMICAL,UNSUITABLE,UNSAFE,NOT WATERPROOF,OR NOT WITHIN OTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 :0 CASTLE CUSTOMARY TRADE PRACTICEIF WORK IS PERFORMED,IT WILL BE 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR.AND SHALL REPLACE OR PRECEDENCE. INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE T-MOBILE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL DETAILS ARE REMEDY,ANY FAULTY, IMPROPER,OR INFERIOR MATERIALS OR CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES PRE-PRIMED STEEL INTENDED TO SHOW THE END RESULT OF THE DESIGN.MINOR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS,AND SHALL AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY T-MOBILE ROOFING &WATERPROOFING NOTES FROM BLEMISHES. SSOWZ4 BE INCLUDED AS PART OF THE WORK. UNDER THIS CONTRACT. 8.EXISTING ELEVATIONS AND LOCATIONS SHPLL BE VERIFIED BY THE B. PAINTING SCOPE ALUMINUM &COPPER CONTRACTOR BEFORE CONSTRUCTION.S THEY REDOTHOSE SHOWN 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTACTOR TO PROTECT 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS PRIMER - DTM WASH PRIMER. B71Y1 -ENGIN ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE T-MOBILE AND LOCATE,OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL EXISTING UNDER WARRANTY.CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 EERING LICENSE: CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN.THE ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING WITH THE COATING SYSTEM INDICATED. BE MADE BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT CONCRETE MASONRY OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE OF THIS WORK.IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS EXECUTION OF WORK. PAINTING SCOPE PRIMER- PRO MAR EXTERIOR BLOCK FILLER 9.THE CONTRACTOR SHALL VERIFY ALL TELEPHONE&RADIO EQUIPMENT INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND,THE SURFACE TO BE PANTED COATING 00 N07 TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM, SHEEN TO MATCH LAYOUTS,SPECIFICATIONS,PERFORMANCE, INSTALLATION AND FINAL LOCATIONS CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE T-MOBILE SYSTEM PALM PaNr NSA Y. WITH T-MOBILE CONSTRUCTION MAAGER PRIOR TO BEGINNING WORK.THE �• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY PROJECT MANAGER IN WRITING.THE CONTRACTOR WILL BE ULTIMATELY HELD BTS UNIT CONCRETE STUCCO(EXISTING) OF THE PROTECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE x CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH JOB IS COMPLETED AND ACCEPTED BY T-MOBILE. RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S ALL EQUIPMENT&CABINETS OTHER THAN THE /�!�!r0` `.. ERICSSON RADIO SYSTEMS. SPECIFICATIONS. BTS UNIT X 2 COATS A-100 LATEX HOUSE&TRIM, SHEEN TO MATCH ANTENNA COVERS,TILT BRACKETS,MOUNTING 10.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,POWER AND TOILETBRACKETS AND ASSOCIATED HARDWARE.CABLE SEE PLANS SEE PLANS STUCCO a„ FACIUTIES AS REQUIRED BY THE PROPERTY OWNER,T-MOBILE,AND THE CITY 2. CONTRACTOR ALL USE METHODS AND MATERWLS SIMILAR TO AND AND CABLE COVERS ETC. TO VIEW,EXPOSED PRIMER - PRO MAR MASONRY CONDITSERIES A-R B-46-W21000 -- 7. � CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING OR GOVERNING AGENCY. COMPATIBLE WITH EXISTING MATERIALS&CONDITIONS FOR ROOF PATCHING, CONDUIT AND HANGERS,ETC. - THEIR EXACT MEANING,THE T-MOBILE CONSTRUCTION MANAGER AND THE NEW PENETRATIONS,ETC. FLASHING UNITS,METAL TRIM AND OTHER METAL x TOPCOAT- SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR 22, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE PROCEEDS WITH THE WORK. CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF&BUILDING STUCCO,CONCRETE,CONCRETE BLOCK AND WOOD .. ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL CEMEN10US TYPE FINISH SYSTEMS. X PRIMER-A-100 EXTERIOR ALKYD W0090 PRIMER Y-24W20 ��? 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND SITE.THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. PLYWOOD,LUMBER AND WOOD TRIM INCLUDING TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO Y,y " INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE DAWINGSNSHALL BE PROVIDED TO THEDTGM ULE CONSTRUY. ONE CTIONFMA MANAGER. DTHE BACK RWHALL SIDE of ALL SCREENWALLS X MATCH ADJACENT SURFACES OREtiON THOSE IN THE COST OF THE WORK TO T-MOBILE. 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR CONCRETE POLES •� , 12.THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING FINISHEMATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING X *9?. 48....R TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED MAINTAIN AND MATERIALS L LL,TaTU CONDITION.&FINISHES TSR SHALL METAL POLES AND METAL POLE STAND-OFF X >,i' G7 - WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS BY WORKERS.ALL CONSTRUCTION SETS SHALL REFLECT THE SAME THE ORIGINAL COLORS,TEXTURES& UNLESS SPECIFICALLY /�yyj�.u��^ OR HER BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE HELD INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITON, NOTED IN THESE DRAWINGS OR APPROVED BY THE T-MOBILE CONSTRUCTION V-J'T=r RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS.TECHNIQUES, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA AND CHANGE MANAGER IN ADVANCE. PROCEDURES,SEQUENCES,AND COORDINATION OF ALL PORTIONS OF THE ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE 5. AT THE T-MOBILE CONSTRUCTION MANAGER'S DIRECTION,THE CONTRACTOR 71�'N7 Vl�DAW:6' -i?) CONTRACTED WORK. CARE OF THE CONSTRUCTION SUPERINTENDENT. SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING.ON CONVENTIONAL ROOFING,THE WALK PADS SHALL BE"DUCK BOARDS"AS MANUFACTURED BY APC OR EQUAL.ON SPECIAL ROOFING SYSTEMS.SUCH AS SINGLE MEMBRANE ROOFING,THE WALK PADS SHALL BE AS NOTED ON PLANS OR AS REQUIRED BY NOTES 1 &2 ABOVE. DRAWING NOTICE. NOT USED THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. -REVISIONS: DESCRIPTION DATE BY REV REVISED FOR CONSTRUCTION 10/09/17 TJB 2 ISSUED FOR CONSTRUCTION 10/03/17 TUB 1 REVISED FOR REVIEW 09/21/17 DEG 0 ISSUED FOR REVIEW 07/06/17 DEG A r T-MOBILE SITE NAME: 1-5&HWY 217 T-T-MOBILE SITE#: P001316D r r CROWN SITE#: 824674 SITE ADDRESS: 14020 SW 72ND AVE TIGARD,OR 97224 SHEET DESCRIPTION: SPECIFICATIONS&NOTES /--SHEET NUMBER: T-2 E PLAN KEYNOTES -PLANS PREPARED FOR: EXISTING/NO CHANGE T—MOBILE \ • LEASE AREA WITHIN EXISTING CROWN 1 ���� . � COMPOUND (SEE SHEET A-2) 11EXISTING/NO CHANGE \ MT •� -v PROPERTY LINE \ EXISTING/NO CHANGE , N PRIVATE ACCESS DRIVEWAY \` -PLANS PREPARED BY: EXISTING/NO CHANGE I N F I N I G Y BUILDING (TYP.) APN: 2S101DD00600 .% EXISTING/NO CHANGE \ ONI TREE (TYP.) % p FROM ZERO TO INFINIGY y the solutions are endless \ 50 116TH AVE SE,SUITE 210 S` -7_i BELLEVUE,WA 98004 © \ 'O JOB NUMBER 516-001 -MLA PARTNER: 1r* �, x: CROWN GC .� CASTLE ilk 1 j 1 -ENGINEERING LICENSE: �,,p PR i 1.////ter//�//�////�///./.�//////.�./.�/� l1ff/fllflllf 'E 1 ..A 1 ES ; OREG V4 \ tj� Mg R 3 °phER 3 1 APN: 251010000800 /R2144035 DRAWNG NOTICE: ' ` THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE -- -- L ` SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF T-MOBILE. --- .; _____-1.- -REVISIONS:tKt. �. i `- - ' ---` -_ ---__------ DESCRIPTION DATE BY REV k.f)� © REVISED FOR CONSTRUCTION 10/09/17 TJB 2 lJZ ISSUED FOR CONSTRUCTION 10/03/17 TJB 1 Q REVISED FOR REVIEW 09/21/17 DEG 0 ISSUED FOR REVIEW 07/06/17 DEG A -7L r T-MOBILE SITE NAME I-5&HWY 217 T-MOBILE SITE#: P001316D r cRowN SITE#: 824674 APN: 2S112AA01000 x SITE ADDRESS: 14020 SW 72ND AVE TIGARD,OR 97224 SHEET DESCRIPTION: INFORMATION CONTAINED WITHIN DRAWINGS IS BASED ON PRONDED INFORMATION AND IS NOT THE RESULT OF A FIELD SURVEY. OVERALL SITE PLAN [- SHEET NUMBER: OVERALL SITE PLAN SCALE 22"x34"SHEET 1" = 50'-0" .25 o 25 so' ,oa' A SCALE: 11"x17"SHEET 1" = 100'-0" . n 1y ( IN FEET) RGED SITE PLAN KEYNOTES -PLANS PREPARED FOR: INFORMATION CONTAINED WITHIN DRAWINGS IS BASED ON PROVIDED INFORMATION AND EXISTING/NO CHANGE T MOBILE IS NOT THE RESULT OF A RELD SURVEY. e EQUIPMENT LEASE AREA �V� T ■ ■ ��rj1/Lo�l� ■ i � EXISTING/NO CHANGE 2 ■ MONOPOLE EXISTING CHAIN LINK FENCE (TYP.) 0, EXISTING/NO CHANGE -PLANS PREPARED BY: ACCESS GATE I N F I N I G Y 8 EXISTING/NO CHANGE T-MOBILE ICE BRIDGE T—MOBILE ANTENNA AREA KITH ASSOCIATED FROM ZERO T O I N F i N I G Y 6 EQUIPMENT(SEE SHEET A-4) the solutions are endless 50 116TH AVE SE,SUITE 210 EXISTING/NO CHANGE BELLEVUE,WA 98004 T-MOBILE COVP JOB NUMBER 516-001 EXISTING FRLB TO BE RELOCATED -MLA PARTNER: FROM GROUND LEVEL ((3) TOTAL) EXISTING DIPLEXERS TO BE I 9 REMOVED ((6) TOTAL) I I ; CROWN a:CASTLE 1 i ' FCOA CABINET SCOPE WORK—SEE REDS0' I I ©I -ENGINEERING LICENSE. • REMOVE(2)fR/E, (1)FSK &(1)FXfB FROM EX/SLING I ��` Q Q Q 0 x FCOA CAB/NET ` +' tt tt, . t tt , tt • REUSE EXISTING(1)fXFB FOR GSM do(1)fBBC FOR L1900 tt:*'t"```..t.. t;t< , :,.► "� 1 j • INSTALL (1)FSMF INSIDE EX/S71NG FCOA CABINET .•' `tts,; `•t<t`tt`,,t':`s:.W.. iO .••., (•1 tt4tt!t\tty t\ t \ mo o. E 1' ! 4 t t t k 1 �g+�y 4tt.t'"tt ttttt\tt cttt �� /'� j '►• rel '*T �1 r �_ ,iir Y f•; {may({,{{` irii i�{y/y� ... k:41;"/ ttt ttt t-.! / ���l111�� Sa`ii� �.i! �.�vv =; • ; %. OREG / • i ,r+�►'41 s'z•��r 0 . $ R 4111. NVi ' ■.�., xs .. a ► i. ie ' �� I 1 e 4 .. . _ � Int _ :-.:. 1 4, ` *owzrir 0.4111" ! DRAWING NOTICEir I THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE rlluWI,:""glirMiStt, © SOLE PROPERTY OF T-MOBILE AND MAY NOT BE ++iiREPRODUCED,DISSEMINATED OR REDISTRIBUTED .11 '"40,%,' t'+"++ + .,. WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. it#+H##,"!##+#ri#00,,t#"y00##++iip+1 /V,' -REVISIONS: #�r�f#rrt4#;"• #"+ rt"##"`" �� DESCRIPTION DATE BY REV #;+i##"t"#j,;illi{%."4,00"+ I # "fk"+E"#k"+��t+"114/ REVISED FOR CONSTRUCTION 10/09/17 T1B 2 �• " �x� {1t"�#F;F ISSUED FOR CONSTRUCTION 10/03/17 TJB 1 � i1 4i'+I+i I REVISED FOR REVIEW 09/21/1'7 DEG 0 I ix 111 #.4" ISSUED FOR REVIEW 07/06/17 DEG A ,I< T-MOBILE SITE NAME 1� i i I I-5&HWY 217 X`-x-z-x-z-x-x-x-z-z-z-x-x-x-z-x-x-x-x-x-z-z-x-x- xek� II 'x�.x -x-x_I T-MOBILE SITE#: x`x `�" r P001316D 11 `x x _ 0 '''''''Sr 1_x-* -x 0 rCROWN SITE#: • ' I 824674 • SITE ADDRESS: N 14020 SW 72ND AVE TIGARD,OR 97224 I SHEET DESCRIPTION: ENLARGED SITE PLAN r SHEET NUMBER: A ENLARGED SITE PLAN SCALE: ?1'x : SHEET 1/2" = 1'-0" 6 ° /� _� ( IN FEET) a • EXISTING ELEVATION KEYNOTES -PLANS PREPARED FOR: PROPOSED ELEVATION KEYNOTES NOM 1 EXISTING T-MOBILE PANEL ANTENNAS MOUNTED RELOCATED T-MOBILE PANEL ANTENNAS • ALL MOUNTS MUST REMAIN FREE AND CLEAR OF SAFETY TO EXISTING MONOPOLE TO BE RELOCATED MOUNTED TO EXISTING MONOPOLE CLIMB LANYARD. IF NEEDED A MASTHEAD EXTENSION • ! ATCH rowER. 2 EXISTING/NO CHANGE SHOULD BE PUT IN PLACE 70 CLEAR ALL MOUNTS. ■ ■ ■ IMO/311e f� 311e III MONOPOLE 1 A PROPOSED T-MOBILE ANTENNAS WITH ASSOCIATED EQUIPMENT • NEW musr BE PAINTED roTOWER IS PAINTED. ALL CARRIER EQUIPMENT EXIS77NG& {�JJ�,/ O MOUNTED TO EXISING MONOPOLE- SEE SHEET A-4 • FAA OWER LIGHT MUST NOT BE OBSTRUCTED OR EXISTING/NO CHANGE OTHER 3 0, EXISTING/NO CHANGE NESTED. CARRIER ANTENNAS (TO REMAIN) 2 MONOPOLE EXISTING/NO CHANGE -PLANS PREPARED BY: EQUIPMENT AREA CARRIER/NO A TENNAAS NGE(TOTREMAIN) INFINIGY8 ® (111/4S4(E CHANGE MOBILE CABLE EXISTING/NO EQUIPMENT A NGE REA FROM ZERO TO I N F I N I G Y NJ the CHANGE the solutions are endless FAA LIGHTING T-(MOBILE CABLE CHANGE 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 TOP OF EXISTING FAA LIGHTING $ SA NEW T-MOBILE HYBRID CABLE 70 BE ROUTED TOP OF EXISTING FAA LIGHTING JOB NUMBER 516-001 0 LEV. = ±104'-4" REF., ±104'-10" AGL ALONG EXISTING CABLE- SEE SHEET A-4 0 LEV. _ ±104'-4" REF, ±104'-10" AGL -MLA PARTNER: TOP OF EXISTING T-MOBILE ANTENNASai, EXISTING/NO CHANGE p ELEV. = ±104'-0" REF., ±104'-6" AGL 0 FAA LIGHTING TOP OF EXISTING T-MOBILE ANTENNAS lb ELEV. = ±104-0" REF., ±104'-6" AGL CROWN TOP of PROPOSED T-MOBILE ANTENNAS arg::CASTLE ELEV. =1102'-2"REF, f102'-8"AGL 41 OF EXISTING T-MOBILE ANTENNAS $ , OF EX/S7)NG/PR�OSED T MOB/LE ANTENNA$ ELEV. _ ±102' 2" REF., ±102'-8" AGL ■ q r� ELEV. = t100'-0"REF., 1100-6"AGL LI -ENGINEERING LICENSE TOP OF EXISTING MONOPOLE 6 ELEV. = ±98'-0" REF., ±98'-6" AGL !I TOP OF EXISTING MONOPOLE ELEV. = ±98'-0" REF., ±98'-6" AGL $ t PR 0 i. OI �aTErn�� .1-111 7, 0"3PE 111 ► I. II-11 • IIIP II * 0 oa�c o u R r.-141* NII II °pHL�R II to '110 OM : -30_o .. Ia II DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED I I WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE .. V -REVISIONS: SA DESCRIPTION DATE BY REV r II REVISED FOR CONSTRUCTION 10/09/17 TJB 2 ISSUED FOR CONSTRUCTION 10/03/17 TJB 1 5 REVISED FOR REVIEW 09/21/17 DEG 0 ISSUED FOR REVIEW 07/06/17 DEG A i I I T-MOBILE SITE NAMEU I : II 2 I I-5&HWY217 r T�NOBILE SITE#: ISI I P001316D ICROWN SITE#: TI I 824674 1100 a SITE ADDRESS• Illb : 14020 SW 72ND AVE I II I TIGARD,OR 97224 fi$ BOTTOM OF TOWER STEEL II SHEET DESCRIPTION. 1 LEV. = 0' 0" REF., 0'-6" AGL I. I / I :I IBOTTOMOF TOWER STEEL WEST ELEVATIONS / LEV. = 0'-0" REF., 0'-6" AGL .. I_, ..., r. GROUND LEVEL II J i._ � , . .....I .. ....: ,rI F � GROUND LEVEL SHEET NUMBER: EXISTING WEST ELEVATION SALE: 22'x34"SHEET ;g,,_ ,'-0" 2 PROPOSED WEST ELEVATIONA-3 SCALE: 11"x17" SHEET 1 16" = 1'-0" SCALE: 22"x34"SHEET 1/8" = 1'-0" SCALE: 11"x17" SHEET 1/16" = 1'-0" —PLANS PREPARED FOR. EXISTING ANTENNA/CABLE SCHEDULE A NOTES SECTOR ANTENNA RRH TMA AND/OR DIPLEXER HYBRID CABLE (HCS) COAX 1. CONTRACTOR IS TO REFER TO T—MOBILE'S MOST CURRENT RADIO + MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH FREQUENCY DATA SHEET(REDS) PRIOR TO CONSTRUCTION ® ■ ■ a.��^ 11 �e• 2. COAX CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY A A2 -- -- __ __ __ __ — CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION A3 SBNHH-1 065C 96.6" 30' 100'-0" -- -- 2 ETM 19V2512U6 OF CABLES 3. BOW �- -- 81 — -- -- —_ -- -- INDICATES PROPOSED EQUIPMENT B2 —PLANS PREPARED BY: _ __ __ B B3 SBNHH—iD65C 96.6" 150' 100'-0" -- -- 2 ETM I9V2S12UB 1 ATCB—BO1 (5/16") ±148'-0" 16 LDF5-50A (7/8") ±148'-0" I N F I N I G Y 8 C C2 FROM ZERO TO INFINIGY C3 SBNHH-1 D65C 96.6" 265' 100'-0" -- -- 2 ETM19V2S12UB the solutions are endless 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 JOB NUMBER 516-001 PROPOSED ANTENNA/CABLE SCHEDULE SECTOR ANTENNA RRH TMA AND/OR DIPLEXER HYBRID CABLE (HCS) COAX MODEL —MLA PARTNER: SIZE AZIMUTH RAD CENTER Q . MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH TY Al SBNHH-1D65C 96.6" 30' 100'-0" 1 FIAT -- __ A A3 1MZ00Y-6516—AIV 51.5' 50• IQ0'-0• 2 RRYA RV 1 ETM19V2S12UB El 6.6 -- -- -- -- al:CROWN Bi SBNHH—iD65C 96.6" 150' 100'—O" 1 Flea CASTLE B B2 -- -- -- -- -- -- -- -- ATCB—B01 (5/16"), ±148'—O" B3 1MZq'X-6518—AW 51.5• 150" 100'—Q 2 FRIA FR/J 1 ETM 19V2S12UB 2 A5U9J25T)?OI &150.-0" 16 LDF7-50 (1-5/8") ti48'-0" Cl SBNHH—iD65C 96.6" 265' 100'-0" 1 FNfB C —ENGINEERING LICENSE: C3 1IZNOi-6516—AW 51.5' 265' 100-0• 2 77E5 PR1/ 1 ETM I9V2S12UB D f 7, '3F'E 6:‘,....---- /0O"REO r if SCALE: 3 s RAs t. RF SCHEDULES NONE ,s, 449 EXISTING ANTENNA PLAN KEYNOTES PROPOSED ANTENNA PLAN KEYNOTES © eR ot EXISTING T MOBILE PANEL ANTENNAS MOUNTED 0 r DAN: -30_t, @ RELOCATED T-MOBILE PANEL ANTENNAS h �(" 1 TO EXISTING MONOPOLE TO BE RELOCATED �• �i P 0 MOUNTED TO EXISTING MONOPOLE ��O MONOPOLE CHANGE Ile*;,y �./ NEW T MOBILE PANEL ANTENNAS •.' Q ��4 * �� P 0.MOUNTED TO EX/SUNG MONOPOLE '4►�� .' DRAW NG NOTICE. t- THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE EXISTING NO CHANGE . Q ,\ / x`max:,`r 0 EXISTING/NO CHANGE 4. #/' *`xxxx \ QP SOLE PROPERTY OF T-MOBILE AND MAY NOT BE T-MOBILE TMA'S x\.,`! , x.,,\\,\ ! �:; 2 „�x x \, © REPRODUCED,DISSEMINATED OR REDISTRIBUTED \`t�"!�\!j x'"x k \ \ x �. ; Q MONOPOLE ' a!,,!`=xx`'.,....,,,,,,,,,:,,,,o., - • WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. \L":7‘ EXISTING T-MOBILE 't� ,\<,`\\`,,�x:.��\,.,..4.t.,`*tet� '4.Noliiii . , EXISTING/NO CHANGE x''''::::,-:::::::2,:,,,;;;;;;:.-?"... ;x` `\� k�x,�,`x�\,xx � #' Ilb TM A'S TO BE REMOVED © �. x.��xx\`\xx�.x�\x`!`!t,` IftI�lr , �3 -� st x`,x x,�`,,`,,.`,, x, '�' -REVISIONS. *�` x�\!,\ \xj� „ t T MOBILE TMAS \ \`,x`x`'t,x��, '• i1 t • DESCRIPTION DATE BY REV EXISTING/NO CHANGE �h,�,,l,lti,\\cit , I� t`�1�� �� / V400.1'':,ite ' ' �1��!FALIGHTING �`�,„ ,,t;\�" `,y., � EXISTING NO CHANGEj � �:;:\ , i""x�`x v�y''' #,. % FAA LIGHTINGx`x�`.v` �� ��+/� \*���� A� %+ � + , �. xx�x,�xn" ,� +�' x "itilifit4E:::,,,'::-77::=7,1?„.7ts-!::...;--.;:-,--.. � REVISED FOR CONSTRUCTION 10/09/17 TIB 2 ti, *+7� RELOCATEDT MOBILE fRLB, 1 ,!,�'.. :`" � ' ISSUED FOR CONSTRUCTION 10/03/17 TJB 1 ' �; PERSECTOR SEE DETA/L 3 A-61 REVISED FOR REVIEW 0921/17 DEG 0 �: - llattk�1 � SA SNEW ECT�2MOBlLE fNfB 1 PER © '. ' / ; 4} ISSUED FOR REVIEW 07/06/17 DEG A �� (SEE DETAIL 2/A-6) .. T MOBILE SITE NAME: `� o NEW T=MOBILE FR/J, 1 PER 2 `` IN �l !�i 0 p 5B to, 0 �., fit1 x`11: - © I-5&HWY 217 4F ���� � SECTOR(SEE DETAIL 4/A-6) ���� � ry 1 / t w1 T MOBILE SITE#: �`_r f '" NEW T-M08/LE COUP 1 •. © X f �� fit ��� �6 �� y X11 1� 0,-z. (SEE DETAIL s/A-s) © 4100477�4i 1► �'z P001316D �� CROWN SITE#: (J/) r114' '7� ithr 4 f�+tjltettA fk} ! l �y ,,.(�,; �ttt„ ® P''''''; r s ��, t 824674 If''ttit tel/t e fee, • , ,��/!� �kt tet i�it�tli,tit,+llTril€i,�'trrltyrt FSI Itry p �I '.� 1eRPe i,'tti' ,,11 ite a t+ Tey�iittttttfitl ereeterfrelet. 1 r5T20 ill tom,. U� © SW 72ND AVE t rote ' NAS .1.4+00,0,,,,i104',001'4,4,' ' t0, + TIGARD,OR 97224 AZ= 265 tF N ANELENS ,,,`,ioittt,ltiitittiti „iis',+ i,itt�'rit \\ AZ 0,”oiiltttr¢ii,41,,e" {l 'WO"T� "�iiitl�liti,�pit rSHEETDAPNS •� 0 -"8' * &RF SCHEDULES SHEET NUMBER: EXISTING ANTENNA PLAN SCALE: 2 PROPOSED ANTENNA PLAN SCALE: 1r A-4 NONE NONE -PLANS PREPARED FOR: ;- • •mobile• ii.........:::: -PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY NSN Configuration 792A(with U2100 pnty used In Dallas,Atlanta. the solutions are endless Seattle.Detroit) Rooftop Spas fpr Contiguous PCS Spectrum Markets50 116TH AVE SE.SUITE 210 COnflguratlGtt 703�'�( � e (Antenna 8 cabling done sectorsho n'fordanTy) BELLEVUE,WA 98004 (1 58CfC F Gf Cabling ShOWD fCIF CiefllY JOB NUMBER 516-001 M. RC ettl -MLA PARTNER: Legend CROWN reS nu Xs 1. CCCASTLE �� � �,` �[ _ -ENGINEERING LICENSE: 151 ....- ''''"*1/4......1:' y MI a_ , 4' .-0, Q 1 [ re F tit i ��if„ }.t„ : .„ „: �I 7, ..3PE • A g sures ( C �p—�!?•''r 9n 1® r® 1W Arrestors [ Ft#FB /�/��� :. . 9f 1 tai m a4 [mill' tit F �! it (ARE ( wut) ®1 rat iffii 151 ( fi" 4,13 it ,p r ._. r GOPHER 3.` {R Upgraded 1� 1® t 1� s, a( o. 6...,, q ��y� equipment f i rrut4°ME:6'30—f? �.. �. Resonfgiured . S, equipment U «. / �1 �B ICI �& F3har8N.: -__ ,....r_ ......,.,,,__._, .w. ' =' ,>; < -11r y,,,,f„r DRAWING NOTICE: zn ®� care THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE Previoux Modernized Cooliedi was a wa SOLE PROPERTY OFT-MOBILE AND MAY NOT BE 11-36-008 - ° **** REPRODUCED,DISSEMINATED OR REDISTRIBUTED al 1` WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. A } com uN. Y -REVISIONS: DESCRIPTION DATE BY REV ..„,e ..... ._,, _ FSIE488C 10/09/17 T.111 2 LTE AWS Sttto ye I, '. rtb ✓ REVISED ISSUED POR CONSTRUCTION FOR N 10/03/17 TJB l ivrasr ��• REVISED FOR REVIEW 0921/17 DEG 0 tom- ewr� ts L*.. tai : Fbn - o c .°O ° (d: f01 ° ,�t e 07/06/17 Dec A xg 1 8.d gawtt , o f41 ©lOI o olo x - ears ISSUED FOR REVIEW r§T9rtti rl11 E4Ftrftenmitti lir a 6sr I (9931999'L11F 19191F1'.tlf{I 00: c 81 t is a nue 6.1.01900 H. r T-MOBILE SITE NAME: y� I I-5&HWY 217 t .. # . 101 lot G1 . t !Willi )/. t y )i�AtU ,,(CI , rO 4oI 1 **PCS ® ! ���� A i C uylYfiil Minh C s.S I _ c T-MOBILE SITE#: i '�" 4h1IINI9* III5'k tV191u,yV11.11t•rr _ zr- � : 1....",r • a F P001316D rPi FSw+1 00w1009 . a ° .� ... . I FBBC pow `"°�_'`._ mµ»"az. rCROFNSIIE# ht�A FM 824674 6sq FUkiTS ,# -"" Mah Power8 Fiber SITE ADDRESS: 14020 SW 72ND AVE �F1ber TIGARD,OR 97224 SHEET DESCRIPTION: r Man Pacer 8 Fiber RF PLUMBING DIAGRAM SHEET NUMBER: EXISTING RF PLUMBING DIAGRAM NONESCALE2 PROPOSED RF PLUMBING DIAGRAM SCALE: 1 r A-4. 1 NONE ENERAL GROUNDING NOTES: —PLANS PREPARED FOR: 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE FOLLOWS: 'I'® ® i Pvllobile • •? 2. - #2/0 BARE TINNED SOLID COPPER CONDUCTOR: � CADWELD TO RODS OR GROUND RING 3. - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): ' SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BEdi di lb 1 9.7 -PLANS PREPARED BY: MANUFACTURER: ANDREW - PERMITTED). PROVIDE LOCK WASHERS FOR ALL ... I N F I N I G Y 8 MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. MODEL: TMZXXX-6516-A3M USE STAINLESS STEEL HARDWARE THROUGHOUT. WEIGHT: 38.4 LBS a' " DIMENSIONS: 51.5" X 19.7" X 3.5" roc 4. ALL GROUNDING CABLE IN CONCRETE OR THROUGHASSOCIATED ASSOCIATED ASSOCIATED FREQUENCY: REFER TO RF DATA SHEET FROM ZERO TO I N F I N I G Y WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL A EQUIPMENTANTENNAEQUIPMEthe solutions are endless LLIAROUND CONDUIT THROUGH WALLS. NO METAC (IEQUIPMENT.E. RRH/TMA) AI.E. MAST a MASTa CONDUIT SHALL BE USED FOR GROUNDING ( RRH/TMA) (I.E. RRH/TMA) 50 116TH AVE SE,SUITE 210 CONDUCTORS. _ 19,7 BELLEVUE,WA 98004 5. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS JOB NUMBER 516-001 AND CONDUCT MEGGER TEST PRIOR TO BURIAL. #6 AWG (TYP.) 0 0 #6 AWG (TYP.) .. lc-z MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. —MLA PARTNER: r „, 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND GND BAR GND BAR GND BAR rl DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL (CIGBE) (CIGBE) COVP (CIGBE) BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. NEAR NEAR NEAR 24e CROWN 7. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION ANTENNAS ANTENNAS ANTENNAS CASTLE MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE HE:1 GROUNDING SYSTEM. INSULATED GROUND (TIP.) 8. THE PREFERRED LOCATION FOR COAX GROUNDING IS �� AT THE BASE OF THE TOWER PRIOR TO THE COAX GND BAR AT TOP OF TOWER —ENGINEERING LICENSE: BEND. BONDING IS SHOWN ON THE ICE BRIDGE DUE (CIGBE) WITHOUT INSULATORS I! I I! I�I 'll TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER PR LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE ON ICE BRIDGE IF FRONT SIDE �? `9 y MOUNTING TO TOWER LEG IS POSSIBLE. / 9. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) RF CONNECTOR, TYP 7 +,$PE AND THE GROUNDING CONDUCTOR SHALL BE AT THE ,, SERVICE DISCONNECTING MEANS. BONDING JUMPER REMOTE ELECTRICAL SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. DOWNTILT ACTUATOR, TYP l OR&%. O1 RE A 2 GROUNDING SYSTEM NOTES & SCHEMATIC NONE 4 ANTENNA DETAIL SCALE: - Me R I , a NONE T44 D MER J. RAYCAP: ASUTYPO1 (RNSNDC-7771—PF 48) BACK NOTE: NOTE: NOMINAL OPERATING VOLTAGE: 48VDC ANTENNA PIPES NOT TO EXCEED 8'-0" I ANTENNA PIPES NOT TO EXCEED 8'-0" XPIRA'FIIOM:j-3Q-al NOMINAL DISCHARGE CURRENT: 20kA 8/20ms if- mil Nor9 AND ALL CARRIER APPURTENANCES AND ALL CARRIER APPURTENANCES MAXIMUM DISCHARGE CURRENT; 60kA 8/20ms MUST NOT EXTEND OUTSIDE OF MUST NOT EXTEND OUTSIDE OF NEW DOWN77LT ANTENNA MOUN7/NG MAXIMUM CONTINUOUS _ CARRIER'S VERTICAL LEASE AREA. CARRIER'S VERTICAL LEASE AREA. BRACKET AND HARDWARE BY DRAWING NOTICE: OPERATING VOLTAGE: 75VDC VOLTAGE PROTECTION RATING: 400V _ EXISTING ANTENNA _ ANTENNA MANUFACTURER THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE ' •I I• I NEW T MOBILE RADIO MOUNTING BRACKETS III SOLE PROPERTY OF T-MOBILE AND MAY NOT BE CLEARANCE: FRONT: 36" NEW T-MOBILE RAD/0 a',"MOUNTED TO EXlS7TNC P/PE MOUNTED TO EX/SITNG P/PEfit, REPRODUCED,DISSEMINATED OR REDISTRIBUTED TOTAL WEIGHT: 19 lbs. WITHOUT THE EXPRESS WRITTEN CONSENT OF T-MOBILE. DIMENSIONS: 20.38"x18.86"x5.83" MOUNT WT7H MANUFACTURER MOUNT WT7H MANUFACTURER pi 'IISUPPLIED HARDWARE SUPPLIED HARDWAREII /� —REVISIONSMOUNTING DESCRIPTION DATE BY REV BRACKET X.��I�u _ REVISED FOR CONSTRUCTION 10/09/17 TSB 2 MI=I �$�1 m'i=1 EXISTING/NO CHANGE EXISTING/NO CHANGE ISSUED FOR CONSTRUCTION 10/03/17 TJB 1 MOUNT PIPEMOUNT PIPE REVISED FOR REVIEW 09/21/17 DEG 0 ISSUED FOR REVIEW 07/06/17 DEG A EXISTING T-MOBILE NEW T-MILE ANTENNA T MOBILE SITE NAME: _ NEW PIPE MOUNT CANTENNA 18.86" BRACKECOVP T EXISTING/NO CHANGE // EXISTING/NO CHANGE (1111J 1 r I 5&HWY 217 101 STAND OFF ARM / STAND OFF ARM T-MGBILESITE#: atm FRONT OR PLATFORM r POR PLATFORM �� I P001316D o �.� (2) 3/8" NEWT MOB/LE RADIO - _ I MOUNTED TO E)7SI1NG PIPE II ' _, U—BOLTS MOUNT W17H MANUFACTURER I,�; CROWN SITE ft: i SUPPLIED HARDWARE 11111 I 824674 I = I �. 101 SITE ADDRESS: a NEW ANTENNA MOUN17N6 NEW JUMPER CABLESr EXISTING ANTENNA o ,I �- Moil KlT BY ANTENNA 14020 SW 72ND AVE N I MOUNTING KIT MANUFACTURER TIGARD,OR 97224 1COVP r __ IIO SHEET DESCRIPTION: ® CI e UM I IN — 1061 EQUIPMENT DETAILS -''I` £xisnNc/lvEw JUMPER CABLES NOTE ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE SHEET NUMBER: SCALE: MOUNTING DETAIL SCALE: COVP DETAIL NONE 5 3 MOUNTING DETAIL SCALE: NONE NONE —PLANS PREPARED FOR: FRIJ RADIO MODULE FHFB RADIO MODULE HEIGHT: 23.12" FRIJ RADIO MODULE HEIGHT: 23.03" oblle WIDTH: 12.60" TOP VIEW WIDTH: 12.60" 111 • 1-4-. • DEPTH: 4.84" DEPTH: 7.87" WEIGHT: 44.1 LBS = WEIGHT: 51 LBS y 4... 1.1 ' II v —PLANS PREPARED BY: FRONT VIEW 14.02" I l+\�•6• INFINIGY8 , iii 4, FROM ZERO I \ the solutionsTO areNFIendless `I 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 JOB NUMBER 516-001 ■ U. -MLA PARTNER: In C _o CROWN • N ✓v CASTLE %1411H1 _ENGINEERING LICENSE: I ' V.1 71.11I FHFB RADIO MODULE W. _l � 711:*41-..: 14.02" 4 SCALE: SCALE: SCALE: 'O CiRE Alk M NOT USED NONE 2 ON .. 4$ Ft 3 ` NONE NONE �' 0 HERD• r RA`FI.N OA :6-3D-I a FRLB NSN LTE 700MHz RADIO MODULE HEIGHT: 15.75" WIDTH: 15.75" DRAWING NOTICE: DEPTH: 5.9" THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE WEIGHT: 59.52 LBS SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OFT-MOBILE. 15.75" 15.75" X X X f —REVISIONS: -I -I •I DESCRIPTION DATE BY REV \ \ REVISED FOR CONSTRUCTION 10/09/17 TJB 2 ISSUED FOR CONSTRUCTION 10/03/17 TJB 1 LP In REVISED FOR REVIEW 09/21/17 DEG 0 Ln ISSUED FOR REVIEW 07/06/17 DEC A rT-MOBILE SITE NAME: I-5& HWY 217 T MOBILE SITE P001316D FRONT SIDE I r CROWN SITE#: 824674 T SITE ADDRESS: a 14020 SW 72ND AVE TOP � ;, � / TIGARD,OR 97224 } SHEET DESCRIPTION: EQUIPMENT DETAILS r SHEET NUMBER: SCALE: SCALE: SCALE: w NOT USED NONE FRLB DETAIL NONE 3 NOT USED NONE II A-6