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Plans (252) N. O C) 0 lir' --, v --- -' 8960 NE ALDERWOOD RD rpr 0 0 E® T . ..mob-:- _- ,:..., ti \/ . .. ~ ! �' �`-•-.�� Y E� PORTLAND,OR 97220 JUL 31 2019 T-MOBILE SITE NUMBER: P001316D CROWN CASTLE BU #: 824674• anroFTIGARD CROWN T-MOBILE SITE NAME: 1-5 & HWY 217 SITE ADDRESS: 14020 SW 72NAV TIGARD, R97D224E BUILDING DIVISION CC CASTLE SITE TYPE: MONOPOLE COUNTY: WASHINGTON 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 TOWER HEIGHT: 98'-0" JURISDICTION: TIGARD COUNTY INFINIGY M LAT: 45 25' 11 .37 N LONG: 122° 44' 44.74�! W FROM ZERO TO INFINIGY P001316DHV VY& HY 217_L600 FCD_MD7 07.11.19 the solutions are endless i1 VICINITY MAP 50 116TH AVE SE,SUITE 210 SITE INFORMATION SHEET INDEX BELLEVUE,WA 98004 I ;,;_, i.i�; JOB NUMBER 516-001 PROPERTY INFORMATION: SHEET DESCRIPTION _ F The Collective Church - A-- SITE ADDRESS: 14020 SW 72ND AVE Burkhart Dental Supply 3 l T-MOBILE SITE: TIGARD,OR 97224 T-1 TITLE SHEET COUNTY: WASHINGTON T-2 SPECIFICATIONS&NOTES F P001316D LATITUDE(NAD83): 45°25'11.37"N(45.419825°) T-3 SPECIFICATIONS&NOTES 1-5&HWY 217 LONGITUDE(NAD83): 122°44'44.74"W(-122.74576111°) A-1 OVERALL SITE PLAN tel GROUND ELEVATION(NAVD88):±193.57'AMSL A-2 ENLARGED SITE PLANS C JURISDICTION: TIGARD COUNTY Tigard-Tualatina CROWN CASTLE SITE: APN: 25101DD00800 A-3 WEST ELEVATIONS School District 7 SITE-1 �� ZONING: 1-L A-4 ANTENNA PLANS&RF SCHEDULES . kru OS. BU#:824674 OCCUPANCY CLASSIFICATION: U A-4.1 RF PLUMBING DIAGRAMS elk . ,...54, 1-5.. 1 5&HWY 217 LEGAL DESCRIPTION: SEE SHEET A-1 A-5 EQUIPMENT DETAILS 0. CONSTRUCTION INFORMATION: A-6 EQUIPMENT DETAILS is 14020 SW 72ND AVE AREA OF CONSTRUCTION: EXISTING A-7 EQUIPMENT DETAILS O p ory Finlandia Sauna Products TYPE OF CONSTRUCTION: V-B G-1 GROUNDING DETAILS ` ��+ 1 '1&e Crowne Plaza TIGARD, OR 97224 PROPOSED USE: UNMANNED TELECOMMUNICATIONS a United Rentals 9 Portland Lake OS WASHINGTON COUNTY FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR arhead Garage9 0 `,,,,, Jacksons Food Stores HUMAN HABITATION.HANDICAPPED CITY OF TIGARD ry• N 96-0"MONOPOLE ACCESS NOT REQUIRED. lil 1 1 p9 PROPERTY OWNER: . A uya : i t i i V 5 r 9� Poly-Cast COMPANY: IS PROPERTIES,LP • lNilhems Conitai5 `_e:I ADDRESS: PO BOX 87908 Approved • _ DRAWINGS ISSUED FOR: CITY,STATE,ZIP: VANCOUVER,WA 98687 �+ TOWER OPERATOR: DTOTC:. .,,,,.E rl;.,.,r. ,� - •� - REV. DATE DRAWN DESCRIPTION OA/OC I - DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE(12920 SE 38TH ST,BELLEVUE,WA 98006):DEPART SE 38TH ST TOWARD FACTORIA BLVD SE,TURN LEFT COMPANY: CROWN CASTLE USA,INC. ONTO FACTORIA BLVD SE,76 ON THE CORNER,TURN RIGHT ONTO COAL CREEK PKWY SE,TAKE RAMP LEFT FOR 1-405 SOUTH TOWARD RENTON,PASS 0 07/11/19 ESQ 100%CONSTRUCTION PD ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 Permit# un 9 ^^ \ DENNY'S ON THE LEFT,ROAD NAME CHANGES TO WA-518 W.,TAKE RAMP RIGHT FOR I-5 SOUTH TOWARD PORTLAND,ENTERING OREGON,SITE WILL BE ON CITY,STATE,ZIP: SEATTLE,WA 98109 + lJTHE RIGHT:14020 SW 72ND AVE,TIGARD,OR 97224 Address: i qn.. 1 o 5k.., , „ h Ave APPLICANT: Suite#: COMPANY: T-MOBILEB�J. Duty: G' - J y�' ... J s.... J ADDRESS: 8960 ALDERWOOD RD. `' CITY,STATE,ZIP: PORTLAND,OR 97220 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS / 1 f1 REPRESENTATIVE: CROWN CASTLE AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY CODE COMPLIANCE PROJECT DESCRIPTION APPLICATION ID: 485005 THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE f� _ PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED g k�' E i i.'j J ` ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING TELECOMMUNICATIONS FACILITY AS FOLLOWS: r- +-` r N ' CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. � NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT TOWER SCOPE OF WORK: r 7Q93 E �' 1 APPROVALS 1 CONFORMING TO THE LATEST EDITIONS OF THESE CODES. • REMOVE(6)EXISTING PANEL ANTENNAS,(1)COVP,(3)TMAs,(3)FRIJs, - PROJECT TEAM (3)FRLBs,&(3)FHFBs. ARCHITECTURAL&ENGINEERING THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE 1. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) • INSTALL(3)NEW PANEL ANTENNAS,(3)AHLOA,&(3)AHFIG. 7/12/19 DOCUMENTS&AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH 2. 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) • INSTALL(1)NEW HCS 2.0 JUNCTION BOX 0 � w �,O� Q� 1C/ COMPANY: INFINIGY ENGINEERING,PLLC. CONSTRUCTION AS DESCRIBED HEREIN.ALL CONSTRUCTION DOCUMENTS 3. 2014 OREGON FIRE CODE(OFC) • INSTALL(1)HANDRAIL KIT n� cz„ ADDRESS: 50 116TH AVENUE S.E.,SUITE 210 _ CITY,STATE,ZIP: BELLEVUE,WA 98004 ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&ANY 4. 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) • REMOVE EXISTING COAX CABLES •"'•' t t` ` CONTACT: PAUL BUONO CHANGES OR MODIFICATIONS THEY MAY IMPOSE. 5. 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) ''..,Aja , :,k, PHONE: (303)219-1178 6. 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) GROUND SCOPE OF WORK: ,p EES ,' E-MAIL. pbuono@infinigy.com APPROVAL. SIGNATURE: DATE: 7. TIA-EIA-222-G OR LATEST EDITION •• REMOVE(1)BATTERY CABINET,(1)COVP,&(1)FXFB ` - ' " I 8. NFPA 780-LIGHTNING PROTECTION CODE • INSTALL(1)NEW EQUIPMENT CABINET,(1)NEW BATTERY CABINET,& TIO 0 SITE ACQUISITION PROJECT MANAGER 9. LOCAL AMENDMENTS TO THE ABOVE,WHERE APPLICABLE (1)HCS 2.0 JUNCTION BOX. COMPANY: CROWN CASTLE USA,INC. , SITE ACQUISITION 10. CITY/COUNTY ORDINANCES • INSTALL(2)AMIA,(2)ABIA,(1)ABIL,(1)ASIA,&(1)ASIK ADDRESS: 1505 WESTLAKEAVE N,SUITE 800 11. LIFE SAFETY CODE NFPA-101 6 CITY,STATE,ZIP: SEATTLE,WA 998109 CONSTRUCTION MANAGER DESIGN IS BASED ON:CROWN CASTLE APPLICATION ID 485005,REV.#1 /SHEET TITLE'. CONTACT: AMANDA NATIONS PHONE: (206)336-2889 SITE OWNER RFDS VERSION 2.2,DATED 6/4/2019 TITLE E-MAIL: amanda.nations.contractor@crowncastle.com RF ENGINEER �� CONSTRUCTION MANAGEMENT: DEVELOPMENT MANAGER THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN SHEET COMPANY: CROWN CASTLE USA,INC. w UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 m CONSTRUCTION MANAGER % T-MOBILE IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY CITY,STATE,ZIP: SEATTLE,WA 98109T-MOBILE,INCORPORATED IN THE PLANS BY INFINIGY.THESE PLANS ARE SHEET NUMBER' REVISION. OPS MANAGER CONTACT: STEVE HANDY Know what's below. NOT FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING �_ 0 PHONE: (503)729-7862 ~ REGULATORY REVIEW Call before you dig. STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND MOUNT E-MAIL: Steve.handy.contractor@crowncastle.com ` PROJECT MANAGER J ` www.col 811.corn j PREPARED BY A LICENSED PROFESSIONAL ENGINEER. J ` J N.IS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED'HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE':HE PROF ER,TY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE W RITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. f C A. GENERAL C. COATING SYSTEM SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED ARCHITECTS DOCUMENT A201"GENERAL CONDITIONS OF SUPERVISION AND DIRECT ALL WORK WHILE ANY PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING(SERIES B66)BY SHERWIN THE CONTRACT FOR CONSTRUCTION"ARE INCLUDED IN SUBCONTRACTORS OR WORKERS ARE ONSITE,USING A PLAN BOX AND SHALL NOT BE USED BY WORKERS.ALL UNLESS SPECIFICALLY NOTED OTHERWISE BY T-MOBILE. WILLIAMS CO.1MIL DFT PER COAT APPLIED IN TWO THESE SPECIFICATIONS AS IF COMPLETELY HIS OR HER BEST SKILL AND ATTENTION.THE CONSTRUCTION SETS SHALL REFLECT THE SAME rri COATS OVER DTM BONDING PRIMER(B66A50). REPRODUCED HEREIN. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND CONSTRUCTION MEANS,METHODS,TECHNIQUES, IN GOOD CONDITION,ONE COMPLETE SET OF PLANS ,-- APPLY APPLY ALL FINISHES PER LATEST EDITION OF 2. 100%ACRYLIC,LATEX COATING EQUIVALENT TO A-100 2. THIS FACILITY IS AN UNOCCUPIED PCS PROCEDURES,SEQUENCES,AND COORDINATION OF ALL WITH ALL REVISIONS,ADDENDA AND CHANGE ORDERS OD RD MANUFACTURER'S SPECIFICATIONS. (SERIES A-82)BY SHERWIN WILLIAMS 8960 NE ALDERWOOD CO.1 MIL DFT PER TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA PORTIONS OF THE CONTRACTED WORK. ON THE PREMISES AT ALL TIMES.THESE ARE TO BE PORTLAND,RWOR OD COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. ACCESS REQUIREMENTS. UNDER THE CARE OF THE CONSTRUCTION 7220 3. COMPLY WITH MANUFACTURER'S WRITTEN 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST SUPERINTENDENT. INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME D. PAINT&PRIMER 3. PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS QUALITY OF THE TRADE INVOLVED,AND SHALL MEET OR BETWEEN COATS WITH PROVISIONS AS RECOMMENDED PARTICIPATING SHALL VISIT THE JOB SITE WITH THE EXCEED THE FOLLOWING MINIMUM REFERENCE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND BY MANUFACTURER FOR EXISTING WEATHER ANTENNAS CONSTRUCTION AND CONTRACT DOCUMENTS TO STANDARDS FOR QUALITY AND PROFESSIONAL WASTE MATERIALS ON A DAILY BASIS,EXCEPT FOR THATCRO r p/N ^ CONDITIONS. PRIMER-KEM AQUA E61-W525 CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS CONSTRUCTION PRACTICE: SPECIFIED AS THE PROPERTY OF THE BUILDING ORale: Y� TOPCOAT-COROTHANE II B65W200/B60V22 DESIGNED HEREIN,AS WELL AS TO FAMILIARIZE PROPERTY OWNER AND SHALL EXERCISE STRICT CASTLE 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION CONTROL OVER SITE CLEANING THROUGHOUT SHALL MATCH EXISTING ADJACENT SURFACES UNLESS BTS CABINET THE PROPOSED PROJECT INCLUDING DEMOLITION, O'HARE INTERNATIONAL CENTER CONSTRUCTION AND FINAL CLEAN-UP UPON OTHERWISE NOTED BY T-MOBILE. PRIMER-KEM AQUA E61-W525 ELECTRICAL,MECHANICAL AND STRUCTURAL 10255 W.HIGGINS ROAD,SUITE 600 COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT IN A 1505 WESTLAKE AVE N,SUITE 800 TOPCOAT-COROTHANE II B65W200/B60V22 INSTALLATIONS PRIOR TO PROCEEDING WITH ROSEMONT,IL 60018-5607 BROOM CLEAN CONDITION AT THE END OF EACH DAY SEATTLE,WA 98109 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED CONSTRUCTION.SHOULD ANY ERRORS,OMISSION,OR THEN AT A VACUUM CLEAN CONDITION,FREE FROM TO THE T-MOBILE CONSTRUCTION MANAGER. COAXIAL JUMPER CABLES DISCREPANCIES BE FOUND,THE GENERAL CONTRACTOR SMACNA SHEET METAL AND AIR CONDITIONING PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE AT PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE SHALL IMMEDIATELY NOTIFY IN WRITING,THE T-MOBILE CONTRACTORS COMPLETION OF WORK. 6. SANDINGPREPARE PREVIOUSLY PAINTED WITH 400 GRIT ANDPAPERFADE BY LIGHT COAT OF KEM AQUA WATER REDUCIBLE PRIMER E61 W25 CONSTRUCTION MANAGER AND THE ARCHITECT. 4201 NAT1ONAL ASSOCIATION LA AYETTE CENTER DRIVE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK I N I N I G yg NON-HYDROCARBON WASH.PREPARE GALVANIZED REDUCED 25% 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE CHANTILLY,VA 20151-1219 DURING PROPERTY OWNER'S PREFERRED HOURS TO FROM ZERO T O INFINIGY SURFACES BY ACID ETCH OR SOLVENT CLEANING IN TOPCOAT-2 COATS COROTHANE II POLYURETHANE DRAWINGS,THE CONTRACTOR SHALL INCLUDE THE AVOID DISRUPTION OF NORMAL ACTIVITY. ACCORDANCE WITH SSPC-SP1. B65W200/B60V2 MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER the solutions are endless SPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE.IF A 820 TRANSFER ROAD 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED 50 116TH AVE SE,SUITE 210 7. FURNISH DROP CLOTHS,SHIELDS,MASKING AND OTHER RAW STEEL DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ST. PAUL,MN 55114-1406 GALVANIZED. BELLEVUE,WA 98004 PROTECTIVE METHODS TO PREVENT SPRAY OR PRIMER-KEM BOND HS B5OWZ4,DMT ACRYLIC PRIMER ARCHITECT ARE NOT NOTIFIED,THE GENERAL JCR NUMBER 516-001 DROPPINGS FROM DAMAGING ADJACENT SURFACES AND TOPCOAT-2 COATS COROTHANE II POLYURETHANE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS FACILITIES. B65W200/B60V2 COSTS INCURRED TO REPAIR OR CORRECT ALL LATEST EDITION OF THE MANUFACTURER'S WITH U.L.LISTED OR FIRE MARSHALL APPROVED T-MOBILE SITE: PROBLEMS THAT RESULT. INSTALLATION SPECIFICATIONS UNLESS OTHERWISE MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY 8. APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY GALVANIZED METAL INDICATED BY T-MOBILE,OR WHERE LOCAL CODES OR AND PROJECT SITE. POO1 316 D BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE REGULATIONS TAKE PRECEDENCE. IJ&HWY 217 SURFACES.APPLY MATERIAL TO ACHIEVE A COATING NO PRIMER COAT AND DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A THINNER THAN THE DRY FILM THICKNESS INDICATED. FINISH COAT(GALVITE HIGH SOLIDS OR DTM PURPOSES ONLY.FIGURED DIMENSIONS HAVE 15. THE CONTRACTOR SHALL VERIFY,COORDINATE,AND RATING OF NOT LESS THAN 2-A OR 2-A1 OBC WITHIN 75 PRIMER/FINISH) PRECEDENCE OVER DRAWING SCALE AND DETAIL PROVIDE ALL NECESSARY BLOCKING,BACKING, FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE CROWN CASTLE SITE: 9. APPLY BLOCK FILTER TO CONCRETE BLOCK DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL PROJECT AREA UNDER CONSTRUCTION. CONSTRUCTION AND ENSURE COMPLETE COVERAGE STAINLESS STEEL DRAWINGS.CONTRACTOR SHALL CHECK THE ACCURACY ITEMS. BU#:824674 WITH PORES COMPLETELY FILLED. PRIMER-OTM WASH PRIMER,B71Y1 OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER 1-5&HWY 217 TOPCOAT-2 COATS COROTHANE II POLYURETHANE NOTED,DO NOT FABRICATE ANY MATERIALS,OR BEGIN 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL NEC ARTICLES 250 AND 810. 10. CONTRACTOR SHALL CORRECT RUNS,SAGS,MISSES B65W200/B60V2 ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING GIVE ALL REQUIRED CONSTRUCTION NOTICES AND AND OTHER DEFECTS INCLUDING INADEQUATE DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF 14020 SW 72N D AVE COVERAGE AS DIRECTED BY THE T-MOBILE PRE-PRIMED STEEL DIMENSIONS. REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE CONDITIONED SPACES SUCH AS AT WALL AND ROOF CONSTRUCTION MANAGER.REPAINT AS NECESSARY TO TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM STATE DEPARTMENT OF INDUSTRIAL RELATIONS PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT TIGARD, OR 97224 ' ACHIEVE SURFACES THAT ARE SMOOTH,EVENLY BOND HS, 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID REGULATIONS,INCLUDING BUT NOT LIMITED TO THE INFILTRATION OF AIR AND MOISTURE. WASHINGTON COUNTY COATED WITH UNIFORM SHEEN AND FREE FROM SSOWZ4 ALL MATERIALS,EQUIPMENT,APPURTENANCES AND DIVISION OF OCCUPATIONAL SAFETY AND HEALTH BLEMISHES. LABOR NECESSARY TO COMPLETE THE WORK AS (OSHA). 31. UPON COMPLETION OF CONSTRUCTION,T-MOBILE ALUMINUM&COPPER INDICATED OR IMPLIED BY THESE DRAWINGS. CONSTRUCTION MANAGER SHALL CONDUCT A g$'-O" MONOPOLE B. PAINTING SCOPE PRIMER-DTM WASH PRIMER,B71Y1 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY WALK-THRU WITH PROPERTY OWNER OR TOPCOAT-2 COATS COROTHANE II POLYURETHANE 7. CONTRACTOR SHALL NOTIFY THE T-MOBILE FROM DAMAGE THAT MAY OCCUR DURING REPRESENTATIVE OF PROPERTY OWNER. 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS B65W200/B60V2 CONSTRUCTION MANAGER,THE PROPERTY OWNER AND CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING CHECKED BELOW WITH THE COATING SYSTEM THE ARCHITECT IF ANY DETAILS ARE CONSIDERED FINISHES,CONSTRUCTION,STRUCTURE,LANDSCAPING, 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INDICATED. CONCRETE MASONRY IMPRACTICAL,UNSUITABLE,UNSAFE,NOT WATERPROOF, CURBS,STAIRS,OR EQUIPMENT,ETC.SHALL BE MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN DRAWINGS ISSUED FOR: PRIMER-PRO MAR EXTERIOR BLOCK FILLER OR NOT WITHIN CUSTOMARY TRADE PRACTICE.IF WORK IMMEDIATELY REPAIRED OR REPLACED TO THE WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT PAINTING SCOPE TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN IS PERFORMED,IT WILL BE ASSUMED THAT THERE IS NO SATISFACTION OF T-MOBILE AND THE PROPERTY BY T-MOBILE. REV. DATE DRAWN DESCRIPTION OA/OC TO MATCH OBJECTION TO ANY DETAIL.DETAILS ARE INTENDED TO OWNER'S REPRESENTATIVE,AT THE EXPENSE OF THE COATING DO SHOW THE END RESULT OF THE DESIGN.MINOR CONTRACTOR. 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE 0 07/11/19 ESO 100%CONSTRUCTION PD SURFACE TO BE PAINTED SYSTEM PAINT NOT N/A CONCRETE STUCCO(EXISTING) MODIFICATIONS MAY BE REQUIRED TO SUIT JOB LATEST EDITION OF THE MANUFACTURER'S PAINT 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH CONDITIONS,AND SHALL BE INCLUDED AS PART OF THE 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY BTS UNIT X WORK. SHALL REPLACE OR REMEDY,ANY FAULTY,IMPROPER, OTHERWISE INDICATED,OR WHERE LOCAL CODES OR ALL EQUIPMENT&CABINETSX STUCCO OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY REGULATION TAKE PRECEDENCE. OTHER THAN THE BTS UNIT _ PRIMER-PRO MAR MASONRY CONDITONER 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER ANTENNA COVERS,TILT B-46-W21000 VERIFIED BY THE CONTRACTOR BEFORE THE COMPLETION AND ACCEPTANCE OF THE WORK BY BRACKETS,MOUNTING TOPCOAT-SUPERPAINT A-80 SERIES A-89 SATIN A-84 CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN T-MOBILE UNDER THIS CONTRACT. N... J BRACKETS AND ASSOCIATED SEE SEE GLOSS ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE HARDWARE,CABLE AND CABLE T-MOBILE CONSTRUCTION MANAGER AND THE 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL PLANS PLANS COVERS EXPOSED TO VIEW, WOOD ARCHITECT SO THAT MODIFICATIONS CAN BE MADE CONTRACTOR TO PROTECT AND LOCATE,OR CONTACT EXPOSED CONDUIT AND PRIMER-A-100 EXTERIOR ALKYD WOO9D PRIMER BEFORE PROCEEDING WITH THE WORK. AN OUTSIDE AGENCY TO LOCATE,ALL EXISTING _,,,,,,..71!....E, HANGERS,ETC. Y-24W20 UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN � FLASHING UNITS,METAL TRIMF_ G� A X TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE& HEREIN.THE CONTRACTOR SHALL BEAR ALL EXPENSES (Sr0 /4' A?-` a AND OTHER METAL SURFACES TO RADIO EQUIPMENT LAYOUTS,SPECIFICATIONS, FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR \' STUCCO,CONCRETE, MATCH ADJACENT SURFACES PERFORMANCE,INSTALLATION AND FINAL LOCATIONS OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE ,j 71098 t Lr. CONCRETE BLOCK AND X WITH T-MOBILE CONSTRUCTION MANAGER PRIOR TO EXECUTION OF WORK. CEMENTIOUS TYPE FINISH BEGINNING WORK.THE CONTRACTOR SHALL BE SYSTEMS. RESPONSIBLE FOR COORDINATING ALL WORK WITH 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLYWOOD,LUMBER AND WOOD r 7/12/19 [,- 1 ERICSSON RADIO SYSTEMS. COMPLETE SECURITY OF THE PROJECT SITE WHILE THE 3 TRIM INCLUDING THE BACK SIDE X JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED +� GC)'�1 OF ALL SCREEN WALLS 10. ALL SYMBOLS&ABBREVIATIONS USED ON THESE AND ACCEPTED BY T-MOBILE. I:fi o� A" -- - DRYWALL X DRAWINGS ARE CONSIDERED CONSTRUCTION Q �, _ METALCONCRETE PS ANSD X STANDARDS.IF THE CONTRACTOR HAS QUESTIONS 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, PHEFI METAL POLES AND METAL POLE X REGARDING THEIR EXACT MEANING,THE T-MOBILE POWER AND TOILET FACILITIES AS REQUIRED BY THE _ STAND-OFF CONSTRUCTION MANAGER AND THE ARCHITECT SHALL PROPERTY OWNER,T-MOBILE,AND THE CITY OR ` 9 BE NOTIFIED FOR CLARIFICATION BEFORE THE GOVERNING AGENCY. PINTt4N DATE:y-, O__•s?a CONTRACTOR PROCEEDS WITH THE WORK. 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REDLINING THE CONSTRUCTION DOCUMENTS TO ,,HEET TITLE ...\` PERMITS,LICENSES AND INSPECTIONS NECESSARY FOR ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE.THIS PERFORMANCE OF THE WORK AND INCLUDE THOSE IN SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED SPECIFICATIONS THE COST OF THE WORK TO T-MOBILE. FINAL INSPECTION BY THE RESPONSIBLE BUILDING &NOTES AGENCY.ONE SET OF RECLINED DRAWINGS SHALL BE PROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER. SHEET NUMBER: REVISION T-2 0 k 2 PAINT SPECIFICATIONS 1 GENERAL SPECIFICATIONS %.„. ,/J THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. i A. GENERAL C. CONCRETE 13. ANCHORING:ALL ANCHOR BOLTS,REINFORCING STEEL, DOWELS,INSERTS,ETC.,SHALL BE WELL SECURED IN 1. PRECEDENCE:UNLESS OTHERWISE SHOWN OR 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE.NO SPECIFIED,THE FOLLOWING GENERAL NOTES SHALL THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT REPOSITIONING DURING CONCRETE POUR IS ALLOWED. APPLY.INFORMATION ON THESE DRAWINGS SHALL HAVE AGE OF 28 DAYS: ■ - €_ THE FOLLOWING PRECEDENCE. 14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUND LOCATION STRENGTH WT. SLUMP IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS A. RD ALDERWOOD ALL DIMENSIONS TO TAKE PRECEDENCE OVER ADMIXTURE USED ON CONCRETE WHERE TILE OR FLOOR COVERING 8960 NE PORTLAND, SCALE SHOWN ON PLANS,SECTIONS AND DETAILS. SLAB&FOOTING 3000psi 150pcf 4" IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE NONE APPROVED BY THE TILE OR FLOOR COVERING B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE MANUFACTURER.KEEP SLAB WET FOR 7 DAY MINIMUM PRECEDENCE OVER GENERAL NOTES AND TYPICAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH PERIOD. DETAILS. GREATER THAN 2500psi SHALL BE CONTINUOUSLY CROWN INSPECTED DURING PLACEMENT BY A DEPUTY 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS C. MATERIAL NOTES AND SPECIFICATIONS ON THE INSPECTOR EMPLOYED BY A TESTING LABORATORY IT IS BEING PLACED WITH ELECTRICALLY OPERATED Cr CASTLE DRAWINGS SHALL TAKE PRECEDENCE OVER THE APPROVED BY THE BUILDING DEPT. VIBRATING EQUIPMENT. SPECIFICATIONS. 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN D. TIMBER 1505 WESTLAKE AVE N,SUITE 800 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS PREFORMED BARS CONFORMING TO ASTM A615 AS SEATTLE,WA 98109 FOR ALL DIMENSIONS NOT SHOWN. FOLLOWS: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS - SHALL BE NO.1 GRADE DOUGLAS FIR.,S45,UNLESS 3. GENERAL UL L DETAILS SP AND NOTES ON WNTHESE NOTED SHALL #4 &SMALLER BARS GRADE 40 NOTED OTHERWISE. INFINIGyg e .. � - - - ... �-APPLY UNLESS SPECIFICALLY SHOWN OR NOTED #5 &LARGER BARS GRADE 60 isomi OTHERWISE.CONSTRUCTION DETAILS NOT FULLY ALL BARS AT CAISSON FOOTING...GRADE 60 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHALL BE NO.2 GRADE DOUGLAS FIR,S45,UNLESS SHOWN FOR SIMILAR CONDITIONS. 4. FOUNDATIONS&SLABS:TYPE V,LOW ALKALI, NOTED OTHERWISE. FROM ZERO TO INFINIGY CONFORMING TO ASTM C-150.PIER/CAISSON FOOTINGS: the solutions are endless 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE TYPE V,LOW ALKALI,CONFORMING TO ASTM C-150. 3. STRIPPING,BLOCKING,BACKING AND OTHER 50 116TH AVE SE,SUITE 210 CONTRACTOR TO INSTALL ALL TEMPORARY BRACING NON-STRUCTURAL LUMBER SHALL BE NO.2 OR STD& BELLEVUE,WA 98004 AND SHORING TO INSURE THE SAFETY OF THE WORK 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS SHALL JOB NUMBER 516-001 UNTIL IT IS COMPLETED.THIS INCLUDES UNDERPINNING TO ASTM C-33.USE ONLY AGGREGATES KNOWN NOT TO BE D.F. STANDARD&BTR. -- EXISTING FOOTINGS WHERE APPLICABLE. CAUSE EXCESSIVE SHRINKAGE.THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED T-MOBILE SITE: 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED FOLLOWING: WITH CROWN SIDE UP. P001316D STRUCTURE.UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. A. FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD 1-5&HWY 217 B. PIER/CAISSON FOOTING:1"GRAVEL. SHEATHING WITH A SPAN INDEX RATIO 32/16.EDGE NAIL 6. WATERPROOFING:WATERPROOFING AND DRAINAGE WITH8d AT 6"O.C.UNLESS NOTED OTHERWISE ON PLANS. DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS FIELD NAIL WITH 8d AT 12"O.C. CROWN CASTLE SITE: DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS,ALKALIS,ORGANIC MATERIALS AND BU#:824674 PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN T-MOBILE CONSTRUCTION MANAGER AND THE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES 1-5&HWY 217 ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM STAGGERED,UNLESS NOTED OTHERWISE ON THE CONDITIONS. TO ASTM C-94.NO MORE THAN 90 MINUTES SHALL PLANS. ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE 14020 SW 72ND AVE B. STEEL PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA,TECO,OR TIGARD,OR 97224 PTL AND SHALL CONFORM TO PS 1-83. 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT WASHINGTON COUNTY MEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL(AS IN 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS,COLUMNS,CAISSON,AND DROP CAPITALS)SO AS SHALL NOT EXCEED 24%AT THE TIME OF INSTALLATION. OF THE AISC. TO CAUSE SEGREGATION OF AGGREGATES.USE 98'-0"MONOPOLE HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT BUILDING CODE.ALL NAILS SHALL BE COMMON WIRE OTHERWISE NOTED ON PLANS.HIGH STRENGTH BOLTS EXCEED 5 FT. NAILS. SHALL CONFORM TO ASTM A-325 / DRAWINGS ISSUED FOR: "s, 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS 3. STEEL PIPE COLUMNS SHALL BE GRADE"B" MINIMUM OF 30 DIAMETERS AND SECURELY WIRED UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH REV. DATE DRAWN DESCRIPTION QA/OC CONFORMING TO ASTM A53. TOGETHER.SPLICES OF ADJACENT REINFORCING BARS WOOD. SHALL BE STAGGERED WHEREVER POSSIBLE. 0 07/11/19 ESO 100%CONSTRUCTION PD 4. STEEL TUBING SHALL BE GRADE"B"CONFORMING TO 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOT ASTM A500. 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS, DRIVEN.LAG BOLTS SHALL BE INSTALLED IN BEAMS,GIRDERS AND COLUMNS SHALL BE TO FACE OF PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC STIRRUPS OR TIES.UNLESS OTHERWISE NOTED, DIAMETER OF BOLT. METHOD.ALL WELDERS SHALL BE PROPERLY QUALIFIED CONCRETE COVERAGE FOR REINFORCING BARS TO AND BE PRE-APPROVED.SURPLUS METAL SHALL BE FACE OF BAR SHALL BE AS FOLLOWS: 12. CONNECTORS:ALL SHEET METAL FRAMING DRESSED OFF TO SMOOTH,EVEN SURFACES WHERE CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG J WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL A. CONCRETE IN CONTACT WITH EARTH,UNFORMED CONNECTORS AS MANUFACTURED BY THE SAMSON COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. 3" COMPANY.SUBSTITUTIONS MAY BE MADE WHEN B. CONCRETE IN CONTACT WITH EARTH,FORMED 2" APPROVED BY THE STRUCTURAL ENGINEER. 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: C. WALL,EXTERIOR FACE 1-1/2" d<1540' P11 A. 250 AMP WELDERS. D. WALL,INTERIOR FACE 1" 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT tG / B. ROD OVENS. E. STRUCTURAL SLABS 3/4" WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED ��+- '? ` C�' lJ C. GRINDERS. F. JOISTS 3/4" PRESSURE TREATED LUMBER ORA NATURALLY DECAY ,*s` G. BEAMS,GIRDERS&COLUMNS 1-1/2" RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. .1 7' I'33E ,r 7. NO BUZZ BOXES SHALL BE USED. - 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS 8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS,SLABS,WALLS AND COLUMNS, A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(AC.) ,____ 7/12 19 CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS.CONTRACTOR CONFORMING TO 20F-V12419 THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF B. STRENGTH PROPERTIES: P- GON ,,z, 14 ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES.ALL PLUMBING, Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. • % '''�4 j 13. 4" ELECTRICAL AND MECHANICAL OPENINGS SHALL BE Fb TOP FIBER BENDING STRESS 1000psi MIN. .•- Op-� R-- ''t ' 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR Fv SHEAR STRESS 190psi MIN. HER J• CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL Fc COMPRESSION STRESS PERPENDICULAR TO THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. GRAIN 560psi MIN. C. MODULUS ELASTICITY 1400ksi MIN. r RATt0N DDTEi- ..a 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE D. CAMBER TO RADIUS OF 1600°U.O.N. THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB.CONDUIT SHALL GLUE. SHEET TITLE: NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK,UNLESS SLAB IS LOCALLY THICKENED.MINIMUM UBC. SPECIFICATIONS FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH NOTED"FULL STRESS"AT END OF WELD SYMBOL. INCHES. ANSI/AITC A190.1 AND ASTM D3737. &NOTES SHEET NUMBER: REVISION T-3 0 `2 NOT USED 1 STRUCTURAL SPECIFICATIONS •• J THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. x \ 8960 NE ALDERWOOD RD PORTLAND,OR 97220 SUBJECT PARCEL \ CROWN APN: 25101 DD00600 ZONING: TBD \\ \ CASTLE \ 1505 WESTLAKE AVE N,SUITE 800 9� SEATTLE,WA 98109 g— — — = \\ INFINIGYg \ FROM ZERO TO INFINIGY EXISTING PROPERTY LINE, \ the solutions are endless — TYP.(APPROXIMATE) 50 116TH AVE SE,SUITE 210 — — +;a`'.'`�o — — — — .'3 -_--- - - - - - - — gk 's. - - _. BJORLNUMBERWA68004 x�°"" �- A � ' T-MOBILE SITE: L = P001316D I I-5&HWY 217 EXISTING BUILDING,TYP. EXISTING T-MOBILE LEASE AREA WITHIN EXISTING CROWN CASTLE COMPOUND CROWN CASTLE SITE: r (SEE SHEET A-2) BU#:824674 I 1-5&HWY 217 i 14020 E TIGARD, OR 972 4 ~ WASHINGTON COUNTY uu purl il�pi�iiu�Ijlpp�ill�'lli�iiiliii/ii�uil jii SUBJECT / EL APN: 2S10 DD00800/CR2144035 / 98'-0" MONOPOLE ZONING:TBD I / DRAWINGS ISSUED FOR: l REV. DATE DRAWN DESCRIPTION OA/QC 0 07/11/19 ESO 100%CONSTRUCTION PD I I I A — — — �d EJ' k cdAht 61-4 il 4m _ - - - - `�` - - 7/193 E z_r:-.._ _ _ _ _ _ — — � A 7/GO .` eER ` t SUBJECT PARCEL ..-�' r'2Q APN: 2S112AA01000 II (ttTtONr� ;y_ ZONING:TBD cl\ SHEET TITLE: NOVERALL SITE PLAN INFORMATION CONTAINED WITHIN DRAWINGS IS BASED ON PROVIDED INFORMATION AND IS NOT THE RESULT OF A FIELD SURVEY. SHEET NUMBER REVISION A- 1 0 k 1 OVERALL SITE PLAN 22'x34" 1'=40-0' _ / 11'x17"SCALE:1'=80'-0' 40' 20' 0' 40' s. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. / N EXISTING GROUND LEVEL RF EQUIPMENT PROPOSED GROUND LEVEL RF EQUIPMENT INSIDE OF CABINETS OUTSIDE OF CABINETS INSIDE OF CABINETS OUTSIDE OF CABINETS QTY. TYPE MFR. MODEL QTY. TYPE MFR. MODEL QTY. TYPE MFR. MODEL QTY._ TYPE MFR. MODEL ■ ■ ■ . -) e 3 BASEBAND NOKIA FSMF 1 COVP RAYCAP COVP 1 BASEBAND NOKIA FSMF 1 J.BOX NOKIA HCS 20 .� / 3 SUBMODULE NOKIA FBBC 2 SUBRACK NOKIA AMIA 8960 NE ALDERWOOD RD 1 RADIO NOKIA FXFB 2 SUBMODULE NOKIA ABIA PORTLAND,OR 97220 1 BASEBAND NOKIA ESMB 1 SUBMODULE NOKIA ABIL 1 SUBMODULE NOKIA ASIA -"' 1 SUBMODULE NOKIA ASIK - CROWN (:::41."‘ CASTLE 1505 WESTLAKE AVE N,SUITE 800 I SEATTLE,WA 98109 INFINIGY8 . FROM ZERO TO INFINIGY rx -x x x -x -x -x x x x x -x -x -x -x -x -x x -1 rx —x —x —x x x —x —x —x —x —x —x —x —x —x —x —x —x —1 the solutions are endless x I x 50 116TH AVE SE,SUITE 210 — x x I BELLEVUE,WA 98004 __-- JOB NUMBER 516-001 J EXISTING EQUIPMENT x I EXISTING EQUIPMENT x x x - PROPOSED T-MOBILE BY OTHERS EXISTINGT-MOBILECOVP BY OTHERS T MOBILE SITE: TO BE REMOVED x , HYBRID JUNCTION BOX x x EXISTING T-MOBILE I " EXISTING T-MOBILE I P001316D 15&HWY 217 I CONCRETE EQUIPMENT PADx I CONCRETE EQUIPMENT PAOs I x I CROWN CASTLE SITE: ►—♦��1��•4��7��•��7 EXISTING x I �� • �•� ♦••♦��•� EXISTING x x ��•t �� ♦:� H-FRAME I I � ��A� ��• ��♦• H-FRAME I B U#: 824674 ��r— l� 1-5&HWY 217 — 1 ��i►��.=IA.��-��i��14---• ' �� .. 1 EXISTING T-MOBILE x I I x I FCOA CABINET °° ° po x °° ° O° x ° ° X4%44 EXISTINGT-MOBILE x ° ��,,s,1p••�•� 14020 SW 72ND AVE ■ ° ° ��4rj�4�Q�� .� BATTERY CABINET °► ♦. ��j TI GA R D, OR 97224 ��+ ��. /�xC TO BE REMOVED I ° ° ,._♦•� `�.� . . _ x x I °°.• ♦��♦ x °.° � .A.�. -- i WASHINGTON COUNTY x \ \ 98.-0"MONOPOLE EXISTINGT-MOBILE ( I IIII EXISTING T-MOBILE ICE-BRIDGE EXISTING T-MOBILE x ICE-BRIDGE PROPOSED HPL3 \ FCOA CABINET BATTERY CABINET DRAWINGS ISSUED FOR: EXISTING CROWN I EXISTING CROWN CASTLE MONOPOLE EXISTING T-MOBILE " x CASTLE MONOPOLE PROPOSED REV. DATE DRAWN DESCRIPTION QA/QC EQUIPMENT CABINET I I LB2 CABINET TO BE REMOVED 0 07/11/19 ESQ 100%CONSTRUCTION PD x x x I I I x x x x L-- x- x- x- x- x- xthx- x- x- x-1- x- x- x-.. -- x�- x- xJ I- x- x- x- x- x- x--kx- x- x- xi- x- x- x-*_ x� - x- xJ X X EXISTING CHAIN-LINK X X EXISTING CHAIN-LINK X -X I L X X FENCED COMPOUND X —X J L X X FENCED COMPOUND EXISTING ACCESS GATE EXISTING ACCESS GATE w y:.:- 7' •93-E 7/12/19 , 4.9,.4,4"13-FGOw:1:f;,447, , z,4fiN 1 \L1 N SHEET TITLE: ENLARGED SITE PLANS SHEET NUMBER: REVISION: ` A-2 0 `2 EXISTING ENLARGED SITE PLAN 22%34' 3/8"=1'-0" 1 PROPOSED ENLARGED SITE PLAN 22'x34"SCALE 3/8"=1'-0" 111 //1J 11'X17"SCALE:3/16"-1'-0" 2' 1' 0" 2' 11"x1 T'SCALE:3/16"=1'-0" 2' 1' 0" 2' / THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,FLLC.ITIS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. I,.TOP OF EXISTING LIGHTNING ROD ,..,TOP OF EXISTING LIGHTNING ROD 1 ELEV.=±104'-4"REF.,±104'-10"AGL r, ELEV.=±104'-4"REF.,±104'-10"AGL TOP OF EXISTING T-MOBILE ANTENNAS -' - fn.TOP OF PROPOSED T-MOBILE ANTENNAS/ I I. • ELEV.=±104-0"REF.,+104'-6"AGL / I ELEV.=1104'-0"REF.,±104c6"AGL — I 1 TOP OF EXISTING T-MOBILE ANTENNAS • ELEV.=±102'-2"REF.,±102'-8"AGL �+II' ■■•I� T -: a- OF EXISTING T-MOBILE ANTENNAS / .�I _�EXISTING T-MOBILE ANTENNAS WITH PROPOSED T-MOBILE ANTENNAS / =��III PROPOSED T-MOBILE ANTENNAS WITH ELEV.=±100'0"REF.,±100'-6"AGL 4 ASSOCIATED EQUIPMENT MOUNTED TO LEV.=±100'-0"REF.,±100'-6"AGL 1 ASSOCIATED EQUIPMENT MOUNTED TO / 1 f' / I 8960 T ALD,OR RD TOP OF EXISTING MONOPOLE MONOPOLE-SEE SHEET A-4 TOP OF EXISTING MONOPOLEMONOPOLE-SEE SHEET A-4 PORTLAND,OR 97220 ELEV.=±98'-0"REF.,±98'-6"AGL ELEV.=±98'-0"REF.,±98'-6"AGL o, m O Oo CROWN I FT - EXISTING DISHES BY I: EXISTING DISHES BY 1CC CASTLE = OTHERS MOUNTED TO OTHERS MOUNTED TO { A I EXISTING MONOPOLE,TYP. 1505 WESTLAKE AVE N,SUITE 800 3Ao EXISTING MONOPOLE,TYP. o SEATTLE,WA 98109 ' . I I EXISTING PANEL ANTENNAS EXISTING PANEL ANTENNAS BY OTHERS MOUNTED TO BY OTHERS MOUNTED TO EXISTING MONOPOLE,TYP. z EXISTING MONOPOLE,TYP. I N F I N I G Y 8% ..,. _.,s,,x FROM ZERO TO INFINIGY "LOOK UP"-CROWN CASTLE USA INC.SAFETY CLIMB REQUIREMENT: the solutions are endless c¢ = THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF 50 7 76TH AVE SE,SUITE 210 a THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES BELLEVUE,WA 98004 r W OF DESIGN,INSTALLATION,AND INSPECTION.TOWER MODIFICATION, JOB NUMBER 516-001 MOUNT REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF o THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING T-MOBILE SITE. m m FACILITY ON THE STRUCTURE.THIS SHALL INCLUDE,BUT NOT BE P001316D A LIMITED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE 0 ROPE FROM ITS SUPPORTS,DIRECT CONTACT OR CLOSE PROXIMITY 1-5&HWY 217 o TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR,IMPACT n TO THE ANCHORAGE POINTS IN ANY WAY,OR TO IMPEDE/BLOCK ITS s Zr INTENDED USE.ANY COMPROMISED SAFETY CLIMB,INCLUDING CROWN CASTLE SITE: CO mEXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO BU#:824674 YOUR CROWN CASTLE USA INC.POC OR CALL THE NOC TO oGENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR 1-5&HWY 217 x NOTICE TICKET. j = 14020 SW 72ND AVE TIGARD, OR 97224 x WASHINGTON COUNTY I EXISTING CROWN CASTLE NOTES: EXISTING CROWN CASTLE - 98'-0"MONOPOLE 98'-0"MONOPOLE. THESE DRAWINGS ARE NOT INTENDED TO BE A m 98'-0"MONOPOLE G VERIFICATION THAT THE STRUCTURE OR o MOUNTS ARE ADEQUATE TO SUPPORT THE EXISTING T-MOBILE COAX TO BE PROPOSED LOADING.VERIFICATION THAT THE EXISTING T-MOBILE CABLING-SEE o REMOVED-SEE ANTENNA EXISTING STRUCTURE AND MOUNTS CAN ANTENNA SCHEDULES ON SHEET A-4 DRAWINGS ISSUED FOR: iii SCHEDULES ON SHEET A-4 SUPPORT THE PROPOSED LOADING SHALL BE _ PERFORMED BY A REGISTERED PROFESSIONAL EO REV. DATE DRAWN DESCRIPTION OA/OC o ENGINEER PRIOR TO CONSTRUCTION. o o • CONTRACTOR TO REFER TO THE STRUCTURAL 0 07/11/19 Esq tool CONSTRUCTION PD y ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS i PRIOR TO CONSTRUCTION. m o 0 > x I _ I p pq gq tcA ti gtr, y A°o`,`-tea p 1j o „___.1....... 7/12/19 — o <' 0 0 1 .?f'8FR•n.;�kv' � o n ,.. EXISTING CHAIN LINK FENCE co ca5 m 0 X SHEET TITLE: ■ WEST isl�:�i3i�i:i:3��ii71�'�::ii:ii:�i`` :i: ai>�i� :��2�i ': :•:r. I --i-::i?-- �:Sn :iti: % i`V$4.. ::' '. ?_;:I,::: :::::::::_.x:i;i i;i:ii:1 :_:_:i1 ii i::::Sr'S:t BOTTOM OF TOWER STEELBOTTOM OF TOWER STEEL '�= • ELEV.=0'-0'REF.,O'-6"AGL I I 1 I ELEV.=0'-0"REF.,O'-6"AGL •i I ELEVATIONS •GRADE LEVEL \ ' I -I ----------------- -I s GRADE LEVEL \ _________ _________I ___.__-__ s....___ _________ SHEET NUMBER REVISION 2 EXISTING WEST ELEVATION 22 N34" 3/,6"-"°" 1 PROPOSED WEST ELEVATION 22"x34"SCALE'3/,6"="°" RE1 „-3 0 ` i i"x17"SCALE:3/32"=1'-0" 4' 2' 0" 4' 11"x17"SCALE.3/32'-1'-0" 4' 2' 0" 4' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. / - 1 EXISTING ANTENNA/CABLE SCHEDULE NOTES MOUNT MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE(HCS) COAX CABLE 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST SECTOR POSITION POSITION MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH CURRENT RADIO FREQUENCY DATA SHEET(REDS) A tee Al Al SBNHH-1D65C 96.6" 30° 100'-0" 1 FHFB - - PRIOR TO CONSTRUCTION. ALPHA8960 NE ALDERWOOD RD A3 A3 TMZXXX-6516-A3M 51.5" 30° 100'-0" 1 FRLB,FRIJ 1 ETM19V2S12UB 2. CABLE LENGTH IS APPROXIMATE.CONTRACTOR TO PORTLAND,OR 97220 A4 - - - - - - - - _ FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, Bl Bt SBNHH-1D65C 96.6" 150° 100'-0" 1 FHFB - - FABRICATION,OR INSTALLATION OF CABLES. BETA B2 2 ASU9325TYPO1 ±150'-0" 18 LDF7-50(1-5/8") ±148'-0" 3. PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT. B3 B3 TMZXXX-6516-A3M 51.5" 150° 100'-0" 1 FRLB,FRIJ 1 ETM19V2S12UB CROWN • B4 - - - - - - - - - v, Cl Cl SBNHH-1D65C 96.6" 265° 100'-0" 1 FHFB - - 0::0 CASTLE C2 - - - - - - - - - GAMMA C3 C3 TMZXXX-6516-A3M 51.5" 265° 100'-0" 1 FRLB,FRIJ 1 ETM19V2S12UB 1505 WESTLAKE AVE N,SUITE 800 C4 - - - - - - - - , - , SEATTLE,WA 98109 NOTE:MOUNT POSITIONS ARE CLOCKWISE(LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS) PROPOSED ANTENNA/CABLE SCHEDULE I N F I N I G Y MOUNT MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE(HCS) COAX CABLE FROM ZERO T O INFINIGY SECTOR POSITION POSITION MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH Al Al FFHH-65C-R3 95.9" 30° 100'-0" 1/1 AHLOA/AHFIG - - the solutions are endless 16TH AVE SE, TE ALPHA A3 _ - - - _ - - 50 1BEL EVUE WA 9810 4210 JOB NUMBER 516-001 A4 - - - - - - - - - El Bt FFHH-65C-R3 95.9" 150° 100'-0" 1/1 AHLOA/AHFIG - - T-MOBILE SITE: BETA B2 - - - - - - - - - I 12#6AWG ±125'-0" - - _ B3 - - - - - - - - - 1 HCS 2.0 JUMPER CABLE ±135'-0" P001316D B4 - - - - - - - - - 1-5&HWY 217 Cl Cl FFHH-65C-R3 95.9" 265° 100'-0" 1/1 AHLOA/AHFIG - - GAMMA cs _ _ _ _ _ _ _ _ = CROWN CASTLE SITE: C4 - - - - - - - - - I BU#:824674 1-5&HWY 217 14020 SW 72ND AVE TIGARD, OR 97224 3 RF SCHEDULES SOTTO SCALE WASHINGTON COUNTY 98'-0" MONOPOLE 4- .4- Al co 1 Al sr 22° ` �° 1 I i.�o, �� DRAWINGS ISSUED FOR: 0 �U REV. DATE DRAWN DESCRIPTION OA QC ' `� �` A2 QP Ciiliik;k QP0 07/11/19 ESQ 100°/CONSTRUCTION PD *14 �'AskAs\��ss•A s`\\ �� . ,• A3 � ��\\\�\�\\�`\�� IS' . PROPOSED HANDRAIL KIT Iii � ` �''� � ►. i C3 ��\ :.``\,`4,� � �' i ' �\ks !III - A3 `�� `` ` ` ` � � �' „` , "• �`:\�`�.`�.``c:��``\ � �' ,��lA\ ,�; NG T-MOBILE PLAI TFIORM MOUNT ��. EXISTING T-MOBILE �``\\a\ ��. ' \`„""„` _ PLATFORM MOUNT ••\`\•\�`•• ..••,,,,,,• ,�' `�""` - PROPOSED T-MOBILE ` '�I• \„ ,-_ _ \ ',V 4` I`�' _ '\ AHLOA(BELOW)(1 PER • _l IXIST/NG T-MOBILE FRLB .,.` '� ,,� ,"Q", SECTOR,3 TOTAL) .� TO BE REMOVED(1 PER ,`i' ' , \"„""„`' w. SECTOR,3 TOTAL) t��:;r �•\ \,"""„" I ;�♦� PROPOSED T-MOBILE _-�� y,�..- '' — IXISTING T-MOBILE FRIJ i �r\��"` AHFIG(ABOVE)(1 PER ish Alit„"” .�, TO BE REMOVED(1 PER � � � I �� \ v—� ...4_, SECTOR,3 TOTAL) ; `. """"", SECTOR,3 TOTAL) r Lrt �. L, ��'� \``""""` `�� B 1 EXISTING T-MOBILE PANEL �'' ""„""` PROPOSED T-MOBILE PANEL ..;fes risr m_ `` „"` -O ""„ - ANTENNAS(PENH-65C-R3) 7' w "E ' " > \"` 92 ANTENNA TO BE REMOVED _ - O � "" Bl (1 PER SECTOR,3 TOTAL) 4- �- \� `g1ti - , (SBNHH-1D65C) (1 PER PANEL ANTENNAS C" i \"``` + ,",\ PANEL ANTENNAS"C" �i.1 ,,",""",; •w AZ=265° C2 `�„"�„ 9 SECTOR,3 TOTAL) • AZ=265° C2 01 9 _7/12/19 ,s.1- 0.1.- /9 ` 0 9y� I b 3. - '��444��144p�ry�te�e4�/!:�6SSi5,•„ •,,,Q0,00,00,•0; „ii �irR 3iiiilllll�l1 �j��il" ��1��11 ° -. �i�l�illii�i�iilili 4�4�444�+�N11 'ri B2 t - !C!} i��ll"ii 4I�14�41/10444�41�1 4440 .410 V.'''illlili i�i�l 01 4•�1111ii4,5%ii',�� i B2 •3.r1�i'1:Iit - ''i44444.i011414i414�00 4400r '1144r,, OVP OBE REMOVED EXISTING T-MOBILE Ilii ,iii��'f�l�0�liii0lll�i"ii0,‘,i�.. t:J ' r3! .. '',.. 1, 0°Ol(ill 1444 0•V V o•iiiioi iOi 0°•;, " EXISTING FAA LIGHTING �$0,i!toiritis( r EXISTING FAA LIGHTING iidili$ ,,, ,l 'El i�,,444�44j.0:0ttil�� ..,$(4144�11414�V' SHEET TITLE: 4��1'4 0'i, EXISTING T-MOBILE TMA i�.( 4 .+ C1 �„,„,,,;„,4' FHFB EXISTINGT-MOBILE C1 (yt �iw'Jy�i444��4NI ��411/i4!,r' ��FHFB TO BE REMOVED(1 TO BE REMOVED(1 PER - tGj��iri4�� ANTENNA PLANS f-. '44','<- PER SECTOR,3 TOTAL) SECTOR,3 TOTAL) * _t l''I� .J &RF SCHEDULES # - ---------EXISTING T-MOBILE PANEL I ' 133 I B3 ANTENNAS(TMZXXX-6516-A3M) SHEET NUMBER: REVISION TO BE REMOVED(1 PER SECTOR,3 TOTAL) A-4 0 �2 EXISTING ANTENNA PLAN sEE° 1 PROPOSED ANTENNA PLAN s EG i„... �J THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN FART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. e Configuration 6791A SR H .1 Beta & Gamma) 8960EALDOR972OD RD r PORTLAND,OR 97220 t.MbOtto aGorterbarld {�Q • NSN Configuration 792A(with 02100 Only used in Dallas,Atlanta tir} L 00— M ISL CROWN N Seattle.Detroit) 1600—10 MHzCASTLE Weft*Si%'.Se Consguous PCS Spectn,m t.7arkots 1A1 ..8 ca 4r0 ofsr st!e9dr s`oanfor defy{ ' eL7r:N ' 1.11 f16 — 10 m Ht 1505 WESTLAKE AVE N,SUITE 800 NI SEATTLE,WA 98109 bill ill.mai M dt33nd INFINIGY0 , , F ` i1900— 2MHz FROM ZERO TO INFINIGY &AA _.- 3 the solutions are endless r„;.', 1�t r S3 5 M I Iz 50 116TH AVE SE,SUITE 210 ' Lis ' —rs - BELLEVUE,WA 98004 ,,M 1 ;_ m _- AN SM-UNIT ra r}_, ; F4 � - - JOB NUMBER 516-001 `1. — T-MOBILE SITE: P r �� P001316D ` � _ `.1• `_ a s- - t 15&HWY 217 P. 1 ,—...-- 1 E. r ' CROWN CASTLE SITE: 1 BU#:824674 1 I H3 15&HWY 217 + I R $ R1 14020 SW 72ND AVE FSS6 _ 3 . : 1 EMI A L A AH FI TIGARD, OR 97224 WASHINGTON COUNTY Ali7-304,0 , AW .P CS 1 -, 98' 0" MONOPOLE Tay Li' 'lam_ __._.COM Ravi MAN / DRAWINGS ISSUED FORrtpra : REV. DATE DRAWN DESCRIPTION 0A/OC Cos. ' rt 6* ``� 0 07/11/19 ESO 100%CONSTRUCTION PD ,� rSY .� Greiff -4i il z. ._. Tce . ..... _ ,.. _. __ __ __ _L. _ . „„ . . //fumninuoimut maw I1C J `- ..._ er "" TOi F_. ii" t.R s w t _t_.,, I_ ✓� + 1 . 1 I_ 7"9 SG A1rG31,tt` f rarw ----e„.___. z a -, 712719 veesK. :1 IASIK + IABIL }. it ti-',Esa ,.d •- Gt)N1 0j'� 1F .—s LTE Alrs e1 I -,rtij. It41tfr= t:L 3U-�?j • IASIA + 2ABrA SHEET TITLE: RF PLUMBING DIAGRAMS SHEET NUMBER: REVISION. A-4. 1 0 `2 EXISTING PLUMBING DIAGRAM sAE 1 PROPOSED PLUMBING DIAGRAM SCA LEO N /J THIS DOC,HMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN FART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. e e Section 9:FE-16148.OVP-B12 Junction Boz Wiring Diagram MANUFACTURER:COMMSCOPE GENERAL GROUNDING NOTES: MODEL:FE-16148-OVP-B12 j4 x oaaee.c malarnetaeragee.e�uerang=11..1,1 W.", ,.\ DIMENSIONS:14.0"x8.0"x16.0" ,, Fberoea"arbors Olt 1. TO ENSURE PROPER BONDING,ALL CONNECTIONS SHALL BE WEIGHT:15.2 LBS NN�� AS FOLLOWS: mn e"9 4 4 4 - _ - - -#2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD "°o°"'"" TO RODS OR GROUND RING - 8960 NE ALDERWOOD RD J RR L� LL PORTLAND,OR 97220 LUGS AND BUS BAR(UNLESS NOTED OTHERWISE): SANDED ® l j t j lu ji L II� CLEAN,COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER ...------ ` (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK i WASHERS FOR ALL MECHANICAL CONNECTIONS FOR I C( CRoWN GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE ANTENNA ANTENNA ANTENNA THROUGHOUT. ../ t t t t i t44' 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS b b trarb ower cano w" au: CASTLE SHALL BE IN 3/4"PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT SHALL BE USED ASSOCIATED ASSOCIATED ASSOCIATED n �_ 1505 WESTLAKE AVE N,SUITE 800 ANTENNA ANTENNA ANTENNA FOR GROUNDING CONDUCTORS. EQUIPMENT MAST EQUIPMENT MAST EQUIPMENT MAST _ SEATTLE,WA 98109 (I.E.RRH/TMA) (I.E.RRH/TMA) (I.E.RRH/TMA) 3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND _ I19 * — CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 I In ttI N OHMS RESISTANCE IS REQUIRED. .11 #6 AWG(TYP.)-0 0—#8 AWG(TYP.) 4 1 1 11 1 Y � 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS 1 POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8"RADIUS AND NO GREATER THAN 90 DEGREES. - - - - FROM ZERO TO INFINIGY 5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION GND BAR GND BAR GND BAR °^d° (CIGBE) (CIGBE) COVP (CIGBE) it . ^ °^ 1 1 1 I 1 the solutions are endless MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. *NV - - - �� '°"'�� 50 116TH AVE 210 THE CONSTRUCTION MANAGER SHALL INSPECT THE NEAR NEAR NEAR ® / BETH AV E,SE,SUITE 8004 GROUNDING SYSTEM. ANTENNAS ANTENNAS ANTENNAS �N" - �� r P i II JOB NUMBER 516-001 6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT ww THE BASE OF THE TOWER PRIOR TO THE COAX BEND. Power cords are labeled per sector T-MOBILE SITE: The power labels can be lost it ine length is significantly reduced during �] B NDIN 1 H WN N THE ICE BRIDGE DUE T DIFFI UL INSULATED GROUND(TYP.) installation.Always re-label conductors before cutting off excess. POO1 316D WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER GND BAR AT TOP OF TOWER -z as o' 1-5&HWY 217 PRIOR TO PLACING CIGBE ON ICE BRIDGE IF MOUNTING TO (CIGBE) WITHOUT INSULATORS0 - TOWER LEG IS POSSIBLE. \ 0.sw^ 0 0 __, 7. BONDING OF THE GROUNDED CONDUCTOR(NEUTRAL)AND 0 ,.. CROWN CASTLE SITE: THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE \ :k \ BU#:824674 INSTALLED PER N.E.C.ARTICLE 250-30. \ 0 0 0 1 1-5&HWY 217 14020 SW 72ND AVE TIGARD, OR 97224 5 ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES s°A LTE0 4 HCS 2.0 JUNCTION BOX DETAIL I NOT E°SCAWASHINGTON COUNTY - l '% 98'-0t'MONOPOLE i s; MECHANICAL / DRAWINGS ISSUED FOR: ...1,MANUFACTURER:COMMSCOPE 252„ DOWNTILT 93" MODEL:FFHH-65C-R3 X /BRACKET ,t, I DOWNTILT ANTENNA MOUNTING WEIGHT:127.6 LBS,BRACKETS.14.6 LBS \ BRACKET AND HARDWARE BY REV. DATE DRAWN DESCRIPTION GA/DC DIMENSIONS 95.9"X 25.2"X 9.3" FREQUENCY.REFER TO RE DATA SHEET . �— ANTENNA MANUFACTURER 0 97/11/19 ESO 100%CONSTRUCTION PD c4 Tr 1 ry T-MOBILE RAD/O r*,al I IMOUNTED TO PIPE MOUNT WITH MANUFACTURER �I1sI SUPPLIED HARDWARE rI �� ; * H �� II '' II �: n DP y U \ I I MOUNT PIPE e1 r-Q-•� I Y tlK I �� / i�..., I t l" 1 T-MOBILE ANTENNA ��:•,�^ G dAS_ /, I' W - --_ �� ' �~fir, 1� `� STAND OFF ARM �'�i� / 7'tes3 /.� i r te ii I �'M' OR PLATFORM [(� r i �` - r}. 7/12/19 ' i BOTTOM II ':. ,•\v 4716 �� H pr n.�,Cx. RF CONNECTOR,TVP _ 44p � 1;�.; n n U ANTENNA MOUNTING I Q� s;`= "- ns1l I I U KIT BY ANTENNA ��i HER J MANUFACTURER I-� �� ,--__-� I ( I I I I I I I MANUFACTURER:SITE PRO 1 _J MODEL:HRK12 JUMPER CABLE RF CONNECTOR.TYP NOTE:HANDRAIL KIT INCLUDES PIPE FRONT SIDE ATTACHMENTS FOR UP TO(12)PIPES; SHEET TITLE \ 1 H I I H H PIPES NOT INCLUDED IN HANDRAIL KIT EQUIPMENT Li 11 LI u DETAILS SHEET NUMBER REVISION NOTE:ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. A_.5 O `3 ANTENNA DETAIL 'MT 2 HANDRAIL KIT DETAIL NOT TO 1 MOUNTING DETAIL "OT TO ` ,/ SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. / 1 MANUFACTURER:NOKIA MANUFACTURER:NOKIA MANUFACTURER:NOKIA MODEL:FSMF(MODULE) MODEL:ABIA UNIT MODEL:ABIL UNIT WEIGHT: 33.0 LBS DIMENSIONS:8.6"x14.2"x1.1"(UNIT ONLY) DIMENSIONS:0.9"x8.6"x14.3"(UNIT ONLY) DIMENSIONS:19.3"x5.25"x22.0" WEIGHT:4.4 LBS(UNIT ONLY) WEIGHT:4.7 LBS(UNIT ONLY) ------T. 8960 NE ALDERWOOD RD PORTLAND,OR 97220 \�\\�\`�\ � \\\\\\\\\` \ RF1 RF2 RF3 RF4 RFS RF6 CO)sce143,,t orev l000c!!!® be Otlr r _Ike "s m �-sr,[ . o va 40i,i8ct@O$3tel1�0eib ®O 1■II■III p 1 lI!I I!I II!i a■I 01E110 ° __ X0000000°000 4006 .� :ei i � 00000, °° `.:oo Loa oo�-moo _,-off - -- __ ___•_-_— CROW N _ II■ I! Oil 1�I MI ,_I MI 1 II!I•I !I,!thllllliw± —s oo oo M oo Mi 88511.88 M o ).,'d - - oo'- oo oo M. S-RF1 S RF2 (1-RF1 CI-RF2 CASTLE � �� ,_„nnnOrxln nn nnn°nnnna°aaana aaana�OOaaa°acx�n-, air: 1,1, ‘ llomikvill,�llral sora�111a111� 0 SFP28 QQSFP28 -Thu---",",-.a �-- - "W- " - r' 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 9 FSMF DETAIL s E° 8 ABIA DETAIL 1 NsE° 7 ABIL DETAILN°TT° I N F I N I G Yg SCALE MANUFACTURER.NOKIA FROM ZERO TO INFINIGY MODEL:AMIA UNIT MANUFACTURER:NOKIA MANUFACTURER:NOKIA the solutions are endless DIMENSIONS:5.1"x15.7"x17.6" MODEL:ASIA UNIT MODEL:ASIK UNIT 50 116TH AVE SE,SUITE 210 ------ -- DIMENSIONS:8.6"x14.2"x1.7"(UNIT ONLY) DIMENSIONS:1.9"x8.6"x14.8"(UNIT ONLY) BELLEVUE,WA 98004 WEIGHT:11.2 LBS(UNIT ONLY) e - WEIGHT:6.6 LBS(UNIT ONLY) WEIGHT:7.05 LBS(UNIT ONLY) JOB NUMBER 516-001 - -, SYNC IN SYNC OUT EIF3 T-MOBILE SITE: e DC IN EAC SRIOI EIF1 EIFS s - _.£ -7-@ �7.- P001316D ,I:_--1;1--;:.:--,.--,,...-.---e*4T-eT - -- a __� -.r - - - 1`� I 1•J E 4 t�1 t 1 _ 15&HW16D 1 II ooS o y., Q ,= ° otl {�� { 1 - CROWN CASTLE SITE: 9t : i�' r W� = W— - BU#:824674 0, �--- o ° °oQ°QQ Q° -' - -- GROUNDING SEI1 EIF2 LMP :�—' sz` r{� I-5&HWY 217 1 a ° SEI2 SR102 EIF4 0•.mEAc SIN sour LMP s�I Att.. 14020 SW 72ND AVE TIGARD, OR 97224 6 AMIA DETAIL "SCALE 1÷,,f-A-E.5 ASIA DETAIL "OTTOE 4 ASIK DETAIL INOT TO SCALE WASHINGTON COUNTY 98'-0"MONOPOLE AHFIG RADIO MODULE 1 HEIGHT:27.56" AHLOA RADIO MODULE WIDTH:13.39" HEIGHT:22.05" / DRAWINGS ISSUED FOR: DEPTH:5.59" WIDTH:12.13" WEIGHT:79.4 LBS DEPTH:7.44" REV. DATE DRAWN DESCRIPTION QA/QC WEIGHT:83.8 LBS - - 0 07/11/19 ESQ 100%CONSTRUCTION PD 13.39" 5.59" f f f 1" 12.13" � � 7.44" J in Ls, oN f•c„:Y°: s N N N N q:F` ,.1,,&41144_fi & 1 \li 7/12/19 c,. FRONT SIDE L•6E. `1r ' � / FRONT SIDE �_ pHER,s. 13.39" ( RATION DTE: 12.13" (SHEET TITLE: EQUIPMENT DETAILS TOP SHEET NUMBER REVISION TOP /� 6_ 0 3 AHFIG DETAIL s�A E° 2 AHLOA DETAIL SEA E° 1 NOT USED s E° 'N /`.� V JN. J THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. ' / 1 T . __ _ 8960 NE ALDERWOOD RD PORTLAND,OR 97220 CROWN v CASTLE 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 _Y____�____ _ . 1 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 JOB NUMBER 516-001 T—MOBILE SITE: PO01316D 1-5&HWY 217 CROWN CASTLE SITE: BU#:824674 1-5&HWY 217 14020 SW 72ND AVE TIGARD, OR 97224 7 NOT USED nrLTE0 6 NOT USED I NOT E° WASHINGTON COUNTY 0 r , z'-6' 2'6" 98'-0" MONOPOLE MANUFACTURER:DELTA EQUIPMENT CABINET �� 1MANUFACTURER:DELTA MODEL:ESOF015-ECV02 aMODEL:ESOA600-HCUO1 CONCRETE SLAB - !, BATTERY CABINET(LB2) I I POWER CABINET(HPL3) U I ® WEIGHT(EMPTY):509 LBS WEIGHT(EMPTY):595 LBS / N s ` 1 DIMENSIONS.30"x35"x72" DRAWINGS ISSUED FOR: W/DOOR:30"x41"x72"ill ! DIMENSIONS:30"x35"x72" MOUNTING TO PIPE MOUNT W/DOOR:30'x41'x72" _ 8 a `a/ - - REV. DATE DRAWN DESCRIPTION QA/OC ad a `: ==O N 1 0 07/11/19 ESO 100'%CONSTRUCTION PD EXPANSION ANCHORS PER ` / I_?•• —_I PENDANT INCLUDES A GROUNDING STUD. STRUCTURAL DESIGN EMBEDDED A 2-6 AWG WEATHERABLE CONDUCTOR INTO CONCRETE(TYP.OF(4)) •• SHOULD BE RUN AS STRAIGHT AND — SHORT AS POSSIBLE TO AN ADEQUATEGT T 5 CABINET ATTACHMENT SNOT CALE FRONT PROPERLY. NT(CONTRACTORTC PERFORMSU SCALE PROPERLY. SUPPLIED) TOP VIEW \ TOP VIEW ` / 8 = J MANUFACTURER:COMMSCOPE ^ \ L�J MODEL: FD21206-48S55-XXX 2'-11" 2'-11" Q WEIGHT: 1.71 LB/FT -- � "--...- -14:;\ --‘t.d �,+� DIMENSIONS: 1.55"0 - r� 7 + MOUNTING KIT: 71 93 ,-- BOTTOM RIGHT MOUNTING KIT PROVIDED , NOTE: COVP PENDANT MOUNTING ON UNISTRUT A0 .1` /2/te F' PER MANUFACTURER'S SPECIFICATIONS " �' "''(•J�cLJ ! ADDITIONAL 1."'7-7-___ � `r-q'` HOSE CLAMP TORQUE VALUE RANGE: IF REQUIRED) 6+/5NM 53+/-41N LBS) o 0 0 qz li - -- SHEET TITLE: � EQUIPMENT - DETAILS HARDWARE INSERT ANGLE ADAPTER SHEET NUMBER: REVISION SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW 7 0 `4 NOT USED s�ALE 3 HYBRID W/ PENDANT DETAIL NOT TO 2 LB2 CABINET DETAIL NOT TO NOT TO ` ` J SCALE 1 NI I3 NET DETAIL SCALE .01 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. NOTE: ` #6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF CABLE GROUND KITTOWERS/MONOPOLES SHALL \A ONLY USE EXOTHERMIC WELDS. r GROUND BAR ON I 1I 8960 NE ALDERWOOD RD - WALL,ICE BRIDGE, — I I PORTLAND,OR 97220 CONCRETE,OR ON ANTENNA TOWER CROWN 0000 � •O : CASTLE 5 0000 O2 • 00 1505 WESTLAKE AVE N,SUITE 800 OSEATTLE,WA 98109 *TSED WO WITH#2 HOLE LUG ORGBCW EXOTHERTOMIC WELDSERVTO BE INHNIGY UBUILDING ICE \\\_GROUNDORGROUNDRING I FROM ZERO TO INFINIGY GROUND CONDUCTOR SHALL BE ELIMINATED the solutions are endless WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 OALE 11 TEST WELL NOT SALNNOT TO JOB NUMBER 516-001 12 GROUND RING BONDING S I ETO 10 GROUND ROD SN 9 GROUND WIRE INSTALLATION I SCALE T-MOBILE SITE: 1.) COPPER GROUND BAR,1/4"x 4"x 20",NEWTON INSTRUMENT CO. P001316D CAT.NO.B-6142 OR APPROVED EQUAL.HOLE CENTERS TO MATCH 1-5&HWY 217 NEMA DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 2.) 5/8"LOCK WASHERS,NEWTON INSTRUMENT CO. CROWN CASTLE SITE: CAT.NO.3015-8 OR APPROVED EQUAL 3.) WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. BU#:824674 CAT NO.A-6056 OR APPROVED EQUAL 1-5&HWY 217 4.) 5/8-11 X 1"HHCS BOLTS,NEWTON INSTRUMENT CO. CAT NO.3012-1 OR APPROVED EQUAL © 0 14020 SW 72ND AVE TIGARD, OR 97224 `a"" / ~ WASHINGTON COUNTY 7/16" (Ii 3/4" ° p 2" ° ° ° ° �V. 98'-0"MONOPOLE ��faa„r,N • 0 ° 0 00 I. 0 ��• o °° ° • ° ° 0 © �® ° DRAWINGS ISSUED FOR: „ REV. DATE DRAWN DESCRIPTION QA/OC NOTES: 0 07/11/19 ESQ 100%CONSTRUCTION PD GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER STRUCTURE;NO INSULATORS USED.GROUND BAR AT BASE OF TOWER STRUCTURE TO BE ATTACHED WITH INSULATORS.CONNECTION TO TOWER STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 8 GROUND RING TRENCH SCOAT LE° 7 FENCE & GATE GROUNDING SCCA° 6 SUPPORT POST GROUNDING I s E° 5 TYPICAL GROUND BAR I NOT SCA E° 1 TO ANTENNAS NOTES: (TYPICALLY) MONOPOLE n*j5 1. DO NOT INSTALL CABLE c 12"TQ 24" 46,4i1 ANTENNA CABLE GROUND KIT AT A BEND 'd lar MAX. AND ALWAYS DIRECT I "' RX2 Y Y TX1/RX1 GROUND WIRE DOWN TON��! RF CABLE TO ANTENNA �� "'—'4.11._ �� y ■ ■ ANTENNA GROUND BAR. 1w �� STANDARD *111111.li ANTENNA GROUND BAR793%, �` ` COAX JUMPER , ` GROUND KIT(TYP) -- � WEATHERPROOFING KITWITHOUT INSULATORS,2. WEATHERPROOFING (SEE NOTE 3) BONDED DIRECTLY TO THE (TYP) i MONOPOLE AT RAD CENTER 7/12/19 TYPE TA TYPE VN TYPE NC TYPE SS SHALL BE TWO-PART TAPE KIT.COLD SHRINK CABLE GROUND KIT CABLE #6 AWG(PROVIDED CONNECTOR • WITH GROUND KIT TYP) •4> - SHALL NOT BE USED. CONNECTOR ANTENNA GROUND BAR . GC3 4 �� drj _ WEATHERPROOFING �l` <r `.* _� KIT(TYP)SEE NOTE 2 #6 AWG STRANDED COPPER WITH INSULATORS,AT dam' _+�8ER A '' '�I r., y _` WEATHERPROOFING GROUND WIRE(GROUNDED TO RF CABLE(TYP I1 BOTTOM OF MONOPOLE �� m `M KIT(TYP) GROUND BAR).SEE NOTES 1&2 FOR ALL) h'I I F f� _ _ GROUND KIT(TYP) EXOTHERMIC WELD s � TYPE W TYPE VS TYPE VB TYPE PT RF CABLE TO ( sa^^ { y � ANTENNA CABLE Ii Ilii )1 E irtsKii.t � f 3U- p TO EQUIPMENT(TYP) .lit w, #6 AWG NOTES: TRAYUIOR ICE BRIDGE MONOPOLE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND • i _ FOUNDATION --,,,ii, K��, �� ANTENNA GROUND BAR, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. (SHEETTITLE: `'' \�'�` WITHOUT INSULATORS. GROUND RIN "wit BONDED DIRECTLY TO 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS /' GROUNDING TYPE GT TYPE GY TYPE GR TYPE GL _ MONOPOLE OR TOWER SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 0#2 AWG BCW SOLID DETAILS • ! AT ANTENNA LEVEL. _ �I_ j_TINNfED(TYPICAL) 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. SHEET NUMBER/: REVISION: 10 TO GROUND RING / __ 1 O `4 EXOTHERMIC CONNECTIONS SN 3 CABLE GROUND CONNECTIONS SC°A E° 2 CABLE GROUND KIT s°ALE 1 RF CABLE GROUND SOA E° l`�/f1 J� THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,PLLC AND ARE NOT TO SE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT 0- .ESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.