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Plans ( 1 / \1 ile - - - - T • Mobile.O RECEIVED12920 SE 38TH ST BELLEVUE,WA 98006 T-MOBILE SITE NUMBER: P001339B CROWN CASTLE BU #: 874140 AUG 6 2018 810075 SW CASCADE BLVD CITY TIG��� CROWN NAME: TIGARD SITE ADDRESS: TIGARD, OR 97008 IIITDINGDIVISION a::•• CASTLE TYPE: MONOPOLE COUNTY: WASHINGTON 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 \ / TOWER HEIGHT: 116'-8" JURISDICTION: CITY OF TIGARD c LAT: 45° 26' 47.50" LONG: -122° 47' 0.55" INFINIGys P001339B _Tigard_874140CDL700FSA=TAEC07112018 FROM ZERO TO INFINIGY the solutions are endless C SITE INFORMATION \ C SHEET INDEX 1 C VICINITY MAP 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 PROPERTY INFORMATION: SHEET DESCRIPTION f :t;."Ce �� ` JOB NUMBER 516-001 -1 SITE ADDRESS: 10075 SW CASCADE BLVD T-1 TITLE SHEET - UC) � o T-MOBILE SITE: TIGARD,OR 97008 OSFr `q= T-2 SPECIFICATIONS&NOTES ■ CYO `• P001339B COUNTY: WASHINGTON U Ur an ropane 6 TIGARD LATITUDE(NAD83): 45'26'47.5CP A-1 OVERALL SITE PLAN 0- LONGITUDE(NAD83): -122°47'0.55' A-2 ENLARGED PLANS GROUND ELEVATION(NAVD88):±298.3'AMSL A-3 TOWER ELEVATIONS JURISDICTION: CITY OF TIGARD A-4 ANTENNA PLANS&RF SCHEDULES r' CROWN CASTLE SITE: 'APN: 1S135BB00300 BU#:874140 ZONING: MUC-MIXED USE COMMERCIAL A-5 EQUIPMENT DETAILS CITY OP!TIGAR4SITE WASHINGTON COUNTY OCCUPANCY CLASSIFICATION:U A-6 EQUIPMENT DETAILS CO-7 EQUIPMENT DETAILS ' RE C V!EwlD FOR CODE CONSTRUCTION INFORMATION: A-8 EQUIPMENT DETAILS c 4 10075 SW CASCADE BLVD AREA OF CONSTRUCTION: EXISTING/NO CHANGE A-9 PROPOSED PLUMBING DIAGRAM Approved›N l TIGARD, OR 97008 or y� TYPE OF CONSTRUCTION: TBD G-1 GROUNDING DETAILS L'T -!'•-'f.• [ �>q CITY OF TIGARD,OR PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN t HABITATION.HANDICAPPED ACCESS NOT REQUIRED. '" -L-. ,�(f ��� •1 8 V d� ��tii+.a 116'-8' MONOPOLE TOWER PROPERTY OWNER: A Q 1�}(f) Y ci COMPANY: PROPERTY GENERAL ELECTRIC ''y° t Q a I -St.i t-0 e- C r4 Gt —-, ADDRESS: P.O.BOX 3340 / 1 CITY,STATE,ZIP: PORTLAND,OR 97208 S••1tt #: / DRAWINGS ISSUED FOR: ` TOWER OWNER: f Sale By: DaDate: l A. /) �-s ^ REV. DATE DRAWN DESCRIPTION OA/QC COMPANY: CROWN CASTLE USA,INC. ernsj ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 • 0 07/27/18 DDB 100%CONSTRUCTION MAX CITY,STATE,ZIP: SEATTLE,WA 98109 DRIVING DIRECTIONS FROM-PORTLAND INTERNATIONAL AIRPORT: ' APPLICANT: • DEPART TOWARD NE AIRPORT WAY,BEAR LEFT ONTO NE AIRPORT WAY,TAKE RAMP RIGHT FOR I-205 SOUTH TOWARD PORTLAND/SALEM,AT EXIT 21 B, COMPANY: T-MOBILE TAKE RAMP RIGHT FOR 1-84 WEST/US-30 WEST TOWARD PORTLAND,TAKE RAMP LEFT FOR 1-5 SOUTH TOWARD BEAVERTON/SALEM,AT EXIT 294,TAKE ADDRESS: 12920 SE 38TH ST RAMP RIGHT FOR OR-99W TOWARD NEWBERG/TIGARD,KEEP STRAIGHT ONTO OR-99W/SW PACIFIC HWY,TAKE RAMP RIGHT FOR OR-217 NORTH TOWARD CITY,STATE,ZIP: BELLEVUE,WA 98006 BEAVERTON/SUNSET HWY.AT EXIT 5,TAKE RAMP RIGHT AND FOLLOW SIGNS FOR GREENBURG RD.TURN LEFT ONTO SW GREENBURG RD,BEAR RIGHT REPRESENTATIVE: CROWN CASTLE USA,INC. APPLICATION ID: 444030 — ONTO SW CASCADE BLVD,7-ELEVEN ON THE CORNER CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS / THE CONDITIONS ON ENGINEER IN WRITING OB SITE ANY AND SHALL IM SEDIATELBEFOR NOTIFY FINAL DESTINATION: 10257 SW CASCADE AVENUE,PORTLAND,OR 97223 1 PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. J D CODE COMPLIANCE PROJECT DESCRIPTION , ;1017. ` 1 c APPROVALS \ ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED Cta'-'..0,,,,, ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING TELECOMMUNICATIONS FACILITY AS FOLLOWS: 7:t« THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. PROJECT TEAM THE SUBCONTRACTOR TO PROCEED WITH CONSTRUCTION AS DESCRIBED HEREIN.ALL TOWER SCOPE OF WORK: CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT • REMOVE(3)EXIS I ING PANEL ANTENNAS &ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. CONFORMING TO THE LATEST EDITIONS OF THESE CODES. • REMOVE(3)EXISTING FRLB'S 8 01 18 ARCHITECTURAL&ENGINEERING • REMOVE(12)7/8"0 COAX CABLES .,dii C5 •i' 1. 2012 INTERNATIONAL BUILDING CODE • INSTALL(3)FFHH-65C-R3 ANTENNAS ,, � ,r ' J COMPANY. INFINIGY ENGINEERING APPROVAL: SIGNATURE: DATE: esJ f' �I`° ADDRESS: 50 116TH AVE SE,SUITE 210 2. 2012 INTERNATIONAL MECHANICAL CODE • INSTALL(3)AHLOA �t i „ CITY,STATE,ZIP: BELLEVUE,WA 98004 PROJECT MANAGER 3. 2012 INTERNATIONAL FIRE CODE • INSTALL(1)HI-CAP HYBRID CABLE(175'4) CONTACT: PAUL DANNEBERG 4. 2015 UNIFORM PLUMBING CODE "�_ r1`EH 3° PHONE (425)201-4215x1603 GROUND SCOPE OF WORK: E-MAIL: pdenneberg@infinigy.com T-MOBILE RF ENGINEER 5. 2017 NATIONAL ELECTRICAL CODE • INSTALL NEW EQUIPMENT INSIDE(1)PROPOSED FCOA EQUIPMENT CABINET 6. 2012 INTERNATIONAL FUEL GAS CODE • UPGRADE EXISTING SSC CABINET TO 400A EXPIRATION DATE.SITE AQUISITION SITE ACQUISITION 7. TIA-EIA-222-G OR LATEST EDITION • MOVE THE EXISTING FCOA CABINET AND CVOP TO THE OLD ULTRA SITE �-.• r 7. 0� a COMPANY: CROWN CASTLE USA,INC. 8. ASCE 7-10 LOCATION \ ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 CONSTRUCTION MANAGER 9. NFPA 780-LIGHTNING PROTECTION CODE • REMOVE AND REPLACE THE WORK LIGHT TO LED WITH TIMER CITY,STATE,ZIP: SEATTLE,WA 98109 CONTACT: AMANDA NATIONS PROPERTY OWNER OR REP. 10. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES, • INSTALL ICE CANOPY OVER ALL T-MOBILE EQUIPMENT TITLE. PHONE: (206)336-2889 MOST RECENT EDITION DESIGN IS BASED ON: E-MAIL: arnanda.nations.contractor@crowncastle.com T-MOBILE DEVELOPMENT MANAGER 11. LOCAL AMENDMENTS TO THE ABOVE,WHERE CROWN APPLICATION ID 444030,REVISION AtO TITLE CONSTRUCTION MANAGEMENT APPLICABLE RFDS VERSION 7.2,DATED 5/14/2018 SHEET COMPANY: CROWN CASTLE USA,INC. T-MOBILE CONSTRUCTION MANAGER 12. CITY/COUNTY ORDINANCES 811 (CONFIGURATION 6791A R4) ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 13. LIFE SAFETY CODE NFPA-101 CITY,STATE,ZIP: SEATTLE,WA 98109 T-MOBILE OPS MANAGER / THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF AN UNMANNED SHEET NUMBER. REVISION'. TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T-MOBILE IN ACCORDANCE WITH THE TJv1OBILE REGULATORY REVIEW Know what's below. SCOPE OF WORK PROVIDED BY T-MOBILE.INFINIGY HAS INCORPORATED THIS SCOPE OF WORK 0 IN THE PLANS.THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOPANIED BY A Call before you dig PASSING STRUCTURAL STABILITY ANALYSIS PREPARED BY A LICENSED PROFESSIONAL , K.-MOBILE PROJECT MANGER / ` www.co11811.corN I \ENGINEER.STRUCTURAL ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT. // \ / TH IS IS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,LLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,LLC.IT IS UNLAWFUL FOR ANY PERSON 10 AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. GENERAL A GENERAL 8 SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT BE FLOPPED 1 THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION T 1. ALL PAINT PRODUCT ONES SHALL BE SHERWN WILLIAMS UNLESS SPECIFICALLYTHROUGH REINFORCING STEEL(AS IN WALLS,COLUMNS,CAISSON,AND 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION-ARE INCLUDED IN DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE.THIS SHALL BE t. PRECEDENCE UNLESS OTHERWISE SHOWN OR SPECIFIED,THE DROP CAPITALS)SO AS TO CAUSE SEGREGATION OF AGGREGATES.USE THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. DONE AFTER THE SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE NOTED OTHERWISE BY T-MOBILE. FOLLOWING GENERAL NOTES SHALL APPLY.INFORMATION ON THESE HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT THE FREE BUILDING AGENCY.ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. 2 THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT T-MOBILE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER FROM ADA ACCESS REQUIREMENTS. LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THIS T -. A ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 3. PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SHALL VISIT THE PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKERS.ALL 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING PLANS,SECTIONS AND DETAILS. DIAMETERS AND SECURELY WIRED TOGETHER.SPLICES OF ADJACENT JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO CONFIRM THAT CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION.THE CONTRACTOR SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN,AS WELL AS TO SHALL ALSO MAINTAIN IN GOOD CONDITION.ONE COMPLETE SET OF PLANS WITH ALL BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER FAMIUARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED REVISIONS,ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.THESE 12920 SE 38TH ST PROJECT INCLUDING DEMOLITION,ELECTRICAL,MECHANICAL AND STRUCTURAL ARE TO BE UNDER THE CARE OF THE CONSTRUCTION SUPERINTENDENT. GENERAL NOTES AND TYPICAL DETAILS. 10. REAR CLEARANCE MINIMUM COVERAGE FOR JOISTS,BEAMS,GIRDERS AND INSTALLATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.SHOULD ANY ERRORS. \ BELLEVUE,WA 98006 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH EXISTING COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES.UNLESS OTHERWISE OMISSION,OR DISCREPANCIES BE FOUND,THE GENERAL CONTRACTOR SHALL 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY / ADJACENT SURFACES UNLESS OTHERWISE NOTED BY T-MOBILE. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR IMMEDIATELY NOTIFY IN WRITING,THE T-MOBILE CONSTRUCTION MANAGER AND THE BASIS,EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE BUILDING OR TAKE PRECEDENCE OVER THE SPECIFICATIONS. SHALL BE AS FOLLOWS: ARCHITECT. PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL OVER SITE CLEANING \ 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE T-MOBILE THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP UPON COMPLETION OF WORK.ALL CONSTRUCTION MANAGER. 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS FOR ALL A. CONCRETE IN CONTACT WITH EARTH,UNFORMED 3" 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS.THE CONTRACTOR SHALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY THEN 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT DIMENSIONS NOT SHOWN. B. CONCRETE IN CONTACT WITH EARTH,FORMED 2' W INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS SPECIFICALLY AT VACUUM CLEAN CONDITION,FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY CROWN /�`-,N C. WALL,EXTERIOR FACE 1-1/2" DIRECTED OTHERWISE BY T-MOBILE.IF A DISCREPANCY EXISTS AND THE PROJECT NATURE AT COMPLETION OF WORK. (V K■V► l::, SANDPAPER AND NON-HYDROCARBON WASH.PREPARE GALVANIZED SURFACES MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE GENERAL CONTRACTOR SHALL BE BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPCSPI. 3, GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS D. WALL,INTERIOR FACE 1" HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PROBLEMS 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S CASTLE SPECIFICALLY SHOWN OR NOTED OTHERWISE.CONSTRUCTION DETAILS E. STRUCTURAL SLABS 3/4" THAT RESULT. PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTMTY. 7 FURNISH DROP CLOTHS,SHIELDS,MASKING AND OTHER PROTECTIVE METHODS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR F. JOISTS 3/4" TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND SIMILAR CONDITIONS. G. BEAMS,GIRDERS&COLUMNS 1-1/2' 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED TO BE 26 ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. FACILITIES. FOR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE PRECEDENCE OVER 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE 27 SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE 1505 WESTLAKE AVE N,SUITE 800 DRAWINGS.CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS IN THE MARSHALL APPROVED MATERIALS IF AND WHERE APPUCABLE TO THIS FACILITY AND SEATTLE,WA 98109 8. APPLY PAINT BY AIRLESS SPRAY,SANDING UGHTLY BETWEEN EACH SUCCEEDING INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY SLABS,WALLS AND COLUMNS,EXCEPT THOSE SHOWN ON THE PLANS. FIELD.UNLESS SPECIFICALLY NOTED,DO NOT FABRICATE ANY MATERIALS,OR BEGIN PROJECT SITE. \ ENAMEL COAT ON FLAT SURFACES.APPLY MATERIAL TO ACHIEVE A COATING NO OF THE WORK UNTIL IT IS COMPLETED.THIS INCLUDES UNDERPINNING CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAS BEEN / THINNER THAN THE DRY FILM THICKNESS INDICATED. EXISTING FOOTINGS WHERE APPLICABLE. ANY ADDITIONAL SLEEVES OR CHASES.ALL PLUMBING,ELECTRICAL AND VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR MECHANICAL OPENINGS SHALL BE SLEEVES.CORING IS NOT ALLOWED 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND ENSURE 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS,EQUIPMENT, UNDER CONSTRUCTION. 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. / ` COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR INFINIGyg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the solutions are endless CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY INADEQUATE OR TO ANY DETAIL.DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. 31. UPON COMPLETION OF CONSTRUCTION,T-MOBILE CONSTRUCTION MANAGER SHALL B. PAINING SCOPE IMPROPER CONDITIONS. 13. ANCHORING'ALL ANCHOR BOLTS,REINFORCING STEELDOWELS,INSERTS, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS,AND SHALL BE CONDUCTA WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY 50 116TH AVE SE,SUITE 210 INCLUDED AS PART OF THE WORK OWNER. 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH THE `ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. BELLEVUE,WA 98004 COATING S FOLLM INDICATED. B. STEEL NO REPOSITIONING DURING CONCRETE POUR IS ALLOWED. 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE CONTRACTOR 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT JOB NUMBER 516-001 J BEFORE CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS,THE IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY T-MOBILE. 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS SHALL 14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUND IMMEDIATELY CONTRACTOR SHALL NOTIFY THE 7-MOBILE CONSTRUCTION MANAGER AND THE CONFORM TO ASTM A-36 AND BE FABRICATED IN ACCORDANCE WITH THE AFTER FINISHING.CURING COMPOUNDS USED ON CONCRETE WHERE TILE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE SPECIFICATIONS OF THE AISC. OR FLOOR COVERING IS TO BE BONDED TO THE CONCRETE SURFACE WORK. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE T-MOBILE SITE: INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE. PAINTING SCOPE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE&RADIO EQUIPMENT LAYOUTS, POO 1 339B SURFACE TO BE PAINTEDCOATING PAINT DO NOT MA 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE NOTED KEEP SLAB WET FOR 7 DAY MINIMUM PERIOD. SPECIFICATIONS,PERFORMANCE,INSTALLATION AND FINAL LOCATIONS WITH T-MOBILE SYSTEM PMNT ON PLANS.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL BE BTSUNIT x ALLLL EQUIPMENT 8 CABINETS OTHER THAN THE BTS • 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS IT IS BEING RESPONSIBLE FOR COORDINATING ALL WORK WITH ERICSSON RADIO SYSTEMS. T I GA R D UNIT x 3. STEEL PIPE COLUMNS SHALL BE GRADE'S"CONFORMING TO ASTM A53. PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. ANTENNA COVERS.TILT BRACKETS,MOUNTING • to. ALL SYMBOLS 8 ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED BRACKETS AND ASSOCIATED HARDWARE,CABLE AND CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR CABLE COVERS EXPOSED TO VIEW,EXPOSED SEE PLANS SEE PLANS 4. STEEL TUBING SHALL BE GRADE"B" TO ASTM A500. D. TIMBER EXACT MEANING,THE T-MOBILE CONSTRUCTION MANAGER AND THE ARCHITECT SHALL CROWN CASTLE SITE: CONDUIT AND HANGERS,ETC. BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE FLASHING UNITS,METAL TRIM AND OTHER METAL x 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD.ALL I. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO.1 GRADE WORK B U#: 874140 SURFACES WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. 5TUCC0,CONCRETE,CONCRETE BLOCK AND DOUGLAS FIR.,S45,UNLESS NOTED OTHERWISE. 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND WAS H I N GTON COUNTY STUCCO.CEMENTI CO TYPE FINISH SYSTEMS. X SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH,EVEN SURFACES PLYWOOD,LUMBER AND WOOD TRIM INCLUDING WHERE WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL COMPLY INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE BACKSIDE OF ALL SCREENWALES x WITH THE LATEST AW.S,SPECIFICATIONS. 2. ALL FRAMING LUMBER FOR DCRAFTERS AND JOISTS SHALL BE NO.2 GRADE THE COST OF THE WORK TO T-MOBILE. DRYWALL x DOUGLAS FIR,S45,UNLESS NOTED OTHERWISE. 72 THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL WORK CONCRETE POLES x 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: STRIPPING,BLOCKING,BACKING AND OTHER NON-STRUCTURAL LUMBER WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE,USING HIS OR HER BEST 10075 SW CASCADE B LV D 3.METAL POLES AND METAL POLE STAND-OFF X A 250 AMP WELDERS. SKILL AND ATTENTION.THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL B. ROD OVENS. SHALL BE NO.2 OR STD&BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES,SEQUENCES,AND TI GA R D, OR 97008 C. COATING SYSTEM SPECIFICATIONS C. GRINDERS. SHALL BE D.F. STANDARD&BTR. COORDINATION OF ALL PORTIONS OF THE CONTRACTED WORK 7. NO BUZZ BOXES SHALL BE USED. 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SIDE 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE CITY OF TI GA R D,O R 1. DTM ACRVOC COATING(SERIES 666)BY SHERWIN WILLIAMS CO.1MIL OFT PER INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER(B66A50). UP" STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: 8,A ALLSTRUCTURALSTEELSHALL HAVEMILL CERTIFICATION.MILL 5 ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A 116'-81 MONOPOLE TOWER 2. 100%ACRYUC,LATEX COATING EQUIVALENT TO A-100(SERIES 82)BY SHERWIN S CERTIFICATION SHALL BETHEEXAMINATION S. NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION LL KEPT ON JOB SITE FOR BY THE WILLIAMS CO.1 MIL OFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED DESIGN ENGINEE _ SPAN INDEX RATIO 32/16.EDGE NAIL WITH8d AT 6"O.C.UNLESS NOTED O'HARE INTERNATIONAL CENTER PRIMER. OTHERWISE ON PLANS.FIELD NAIL WITH Bd AT 12'O.C. 10255W.HIGGINS ROAD,SUITE 600 ...19. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION.MILL ROSEMONT,IL 600185607 D. PAINT&PRIMER PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS IFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE INSP TO SUPPORTS AND WITH THE EDGES STAGGERED,UNLESS NOTED NATIONAL ASSOCIATION ANTENNAS OTHERWISE ON THE PLANS. 4201 LAFAYETTE CENTER DRIVE / DRAWINGS ISSUED FOR: 111 PRIMER-KEM AQUA NE II 525 B65 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN THE FIELD SHALL CHANTILLY,VA 201 51-1 219 TOPCOAT-COROTHANE II B65W200/060V22 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA TECO,OR PTL AND SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. BTS CABINET CONFORM TO PS 1-83. IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER REV. DATE DRAWN DESCRIPTION OA/OC [13PRIMER-KEM AQUA E61-W525 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE HALF OF S , $114-1406 NR ROAD TOPCOAT-COROTHANE II B65W2SSB60V22 ALLOWABLE CODE STRESSES UNLESS NOTED"FULL STRESS'AT END OF 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED ST.T.PAuLAUL MN0 07/27/18 DDB 100%CONSTRUCTION MAK WELD SYMBOL 24%AT THE TIME OF INSTALLATION. 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE COAXIAL JUMPER CABLES MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED BY PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEM C. CONCRETE 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING CODE. T-MOBILE,OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% ALL NAILS SHALL BE COMMON WIRE NAILS. TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 1. STRENGTH,CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING 15. THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY RAW STEEL ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR BLOCKING,BACKING,FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL ITEMS. PRIMER-KEM BOND HS B50WZ4,DMT ACRYLIC PRIMER NUTS WHERE IN CONTACT WITH WOOD. 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED TOPCOAT-2 COATS COROTHANE II POLYURETHANE 865W200/B60V2 LOCATION STRENGTH WT. SLUMP ADMIXTURE CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, SLAB&FOOTING 3000psi 15Gpd 4" NONE 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOT DRIVEN.LAG BOLTS REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE STATE DEPARTMENT OF GALVANIZED METAL SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO INDUSTRIAL RELATIONS REGULATIONS,INCLUDING BUT NOT LIMITED TO THE DIVISION ` J ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH GREATER THAN JS%DIAMETER OF BOLT. OF OCCUPATWNAL SAFETY AND HEALTH(OSHA). FINISH COAT(GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) 2500pBi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY OCCUR 12 CONNECTORS:ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY DURING CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING FINISHES, ,���IppYIab�^# STAINLESS STEEL THE BUILDING DEPT. PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE CONSTRUCTION,STRUCTURE LANDSCAPING,CURBS,STAIRS,OR EQUIPMENT,ETC. .•d"- �{,'p i� PRIMER-OTM WASH PRIMER,B71Y1 SAMSON COMPANY.SUBSTITUTIONS MAY BE MADE WHEN APPROVED BY SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF T-MOBILE Vii` �S-1/�4„'.�ra,yy TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 THE STRUCTURAL ENGINEER. AND THE PROPERTY OWNER'S REPRESENTATIVE,AT THE EXPENSE OF THE viCW r` • 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN PREFORMED BARS CONTRACTOR. pp(�gypp PRE-PRIMED STEEL CONFORMING TO ASTM A615 AS FOLLOWS: �y EY11' 13 ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR ��11'' � TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR.AND SHALL REPLACE OR REMEDY,ANY SSOWZ4 #4&SMALLER BARS GRADE 40 FAULTY,IMPROPER,OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE t°� *'9p'�'-- #5&LARGER BARS GRADE 60 NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE 7, G ALUMINUM&COPPER ALL BARS AT CAISSON FOOTING...GRADE 60 OF THE WORK BY T-MOBILE UNDER THIS CONTRACT. -- ... PRIMER-DTM WASH PRIMER,871Vi 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/860V2 4. FOUNDATIONS&SLABS:TYPE V.LOW ALKALI,CONFORMING TO ASTM C-150. A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(AC.)CONFORMING TO 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT AND - 20E-V12 LOCATE.OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL EXISTING UTILITIES „, T I PIER/CAISSON FOOTINGS:TYPE V.LOW ALKALI,CONFORMING TO ASTM8-�l- 8 REGARDLESS OF WHETHER OR NOT SHOWN HEREIN.THE CONTRACTOR SHALL BEAR CONCRETE MASONRY B. STRENGTH PROPERTIES: . C'A<'. C-150. ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY _ ��� 'J �" PRIMER-PRO MAR EXTERIOR BLOCK FILLER Pb BOTTOM FIBER BENDING STRESS 2000psi MIN. DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK • Gag 5/' ` TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH 5. AGGREGATE USED IN THE CONCRETE SHALL CONFORM TO ASTM C33.USE Fb TOP FIBER BENDING STRESS 1000psi MIN. 1'rV,_ / ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE.THE Fv SHEAR STRESS 190psi MIN. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE ,I.l� O �,ER n y1'l • CONCRETE STUCCO(EXISTING) MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE Q. Fc MODULUS ELASTICITY STRESS PERPENDICULAR MIN. TO GRAIN 560psi MIN. PROJECT SiTE WHILE BY T-MOBILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED ANDA. V-� r1 s+>;• �.e 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH FOLLOWING' �p I D. CAMBER TO RADIUS OF 1600°U.O.N. +� STUCCO E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,POWER AND TOILET FACIUTIES PRIMER-PRO MAR MASONRY CONDITONER B-46-W21000 A FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL AS REQUIRED BY THE PROPERTY OWNER,T-MOBILE,AND THE CITY OR GOVERNING TOPCOAT-SUPERPAINT A-80 SERIES A-B9 SATIN A-84 GLOSS B. PIER/CAISSON FOOTING:1"GRAVEL. F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE USC. AGENCY . ( y �• d' G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSIlAITC A190.1 1C!EXWRAT1ON DATE: - 111'JJJ,,, WOOD 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, AND ASTM D3737. PRIMER-A-100 EXTERIOR ALKYD WOO9D PRIMER Y-24020 ALKALIS,ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO CONSUMPTION. MATCH ADJACENT SURFACES SHEET TITLE'. 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING SPECIFICATIONS AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. &NOTES SHEET NUMBER: REVISION. �3 PAINT SPECIFICATIONS 2 STRUCTURAL SPECIFICATIONS 1 GENERAL SPECIFICATIONS T-2 O ` J THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATE&HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,LLC A,:.808 NOT TO BS USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY,LLC,IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. LEGAL DESCRIPTION: / \ LEGAL DESCRIPTION UNAVAILABLE UPON ISSUANCE OF THESE PLANS T S o jay4k. \ 12920 SE 38TH ST = ° K Q t .> BELLEVUE,WA 98006 J t� \N +i; ilk.. ,,,,!'. , \ , , �Ny CROWN .,, EXISTING TREE \ 7 \ZG� _. v CASTLE (IYP.) ,,,,,.. \ 0 ° 1505 WESTLAKE AVE N,SUITE 800 �, \ s : y ` SEATTLE,WA 98109 kirhilit , ,, .,_ _, \NQG l \ \ , •-.••• ° •-' \ \ \ vy�'a I N F I N I GY� :. ADJACENT ZONING:MUC \ �� s �� FROM ZERO T O I N F I N I G Y EXISTING o •g • the solutions are endless BUILDING(TYP.) 'Y �, a 50 116TH AVE SE,SUITE 210 o t��` �, ‘110 A. BELLEVUE,WA 98004 i',: V ��y ' JOB NUMBER 576-007 +' \ \\ \` c T-MOBILE SITE: t< \ ° • ° ° 4� \� \ P001339B ,- . \ \ TIGARD " -,.,, x /� EXISTING T-MOBILE LEASE a \\ \ o :.' t��: t% � '. AREA WITHIN EXISTING \ CROWN CASTLE SITE: ° ' x �/ CROWN CASTLE COMPOUND .4 \ \ a BU #: 874140 o ° x /x n .00 ` \ , t, 9 WASHINGTON COUNTY . .-- .2' - - _ . ,` it t�, 3 • `' � x / ;; •ai -> \ \ 'r 10075 SW CASCADE BLVD x tifie , ` . �° �. \ ° TIGARD, OR 97008 p�R 0�NE hz` / ,.► % ° 'S \ \ ° #r+j'�'p > CITY OF TIGARD,OR PRO x / ` r '. F Q " �, t...,,,. : /x 116' 8"MONOPOLE TOWER . \ \ ,, „ , 4zirf> „. ,,,,,.. c + °- x �O \ `++' 4,...._•_. ` / DRAWINGS ISSUED FOR: \ o_y_i _ \...;....,..„.....„ ��\ \ ,�1 O ° ' LL �s REV. DATE DRAWN DESCRIPTION QA/OC .., ...„.. ,,, _______ ZONING:MUC \ ! L + ir. \ AP N: 1S135BB00300 x 2tn t2 ��„,,kJitatO 4, O t 0 07/27/76 DDB 00/CONSTRUCTION MAK -.,,-1-,.-,w-1.1.-1,;!...T-1r1 11 V..:,,,..,i..-,.,)0:4-,.,A,..,...,1-. -., x /' R P R ! .a 4 I...r....k...: +y ' ,'E‘'.N.';L.7.r.-* c +} x o : O t _\ \ \ 8 01-18 dik" 111fit1 *li \:..;.,tz......°.,, 1\ :4 �9 o .:l V x ° t' " t ... \ •CEO1k SL'qe zor. iiii k leibik° !‘-'; \ o 0 \ EXISTING2 \:: \ ` l t': >; ° ADJACENT ZONING:MUCIlk \ PARKING ARE \ n I _•\a' N ',SHEET TITLE: &fie- - ` \ \ 1 OVERALL �::' \ SITE PLAN INFORMATION CONTAINED WITHIN DRAWINGS IS BASED ON PROVIDED INFORMATION AND IS SHEET NUMBER REVISION: � � NOT THE RESULT OF A FIELD SURVEY. 0 OVERALL SITE PLAN 2T',o'"SCALE- "=60,0" \ 11"x17"SCALE:1"=30'-0" 30' 30' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THEE PROPEERTY OF INFINIGY,LLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJEC'U is ...0 T THE WRITTEN AUTHORIZATION OF INFINIGY,LLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. rFCOA CABINET SCOPE OF WORK-SEE RFDS INFORMATION CONTAINED WITHIN DRAWINGS • REMOVE(2)EXISTING ULTRASITE CABINETS IS BASED ON PROVIDED INFORMATION AND IS • INSTALL(2)ABIA,(2)AMOB,(1)ASIA,(1) NOT THE RESULT OF A FIELD SURVEY. ASIK,(1)FSMF AND(1)ESMB INSIDE(1) PROPOSED FCOA CABINET 12920 SE 38TH ST EXISTING/RELOCATED EXISTING T-MOBILE ` BELLEVUE,WA 98006 / CVOP CONCRETE EQUIPMENT PAD 1 / 'r CRON ir aa: CASTLE __)- (2) 0 1505 WESTLAKE AVE N,SUITE 800 O . �• •.: EXISTING/RELOCATED • ��t� ` SEATTLE,WA 98109 �� ,\ FCOA CABINET ;=•.'. �- .. 1\ , , �� — : ,�:, INFINIG Y I EXISTING ULTRASITE x x \ FROM ZERO TO INFINIGY CABINETS TO BE REMOVED / -� the solutions are endless I (TYP.OF(2)TOTAL) ——x ? \ 50 116TH AVE SE,SUITE 210 L — — x • \ BELLEVUE,WA 98004 \ J / ( EXISTING CONCRETE ` JOB NUMBER 516-001 \ _ — _ — ;\ 1- EQUIPMENT PAD \ / T-MOBILE SITE: rPROPOSED T-MOBILE FCOA \ EXISTING T-MOBILE \EQUIPMENT LEASE AREA Ark -3" I 1CABINET(SEE NOTE ABOVE) TIGARD 1' (TYP.OF(1)TOTAL) , WITHIN EXISTING CROWN ® CASTLE COMPOUND CROWN CASTLE SITE: OUND 1 PROPOSED T-MOBILE ACICESS GASTING OTEPTYP) BU#:874140 LED WORK LIGHT x \ I WITH TIMER x '�Illi � %` WASHINGTON COUNTY h. \ EXISTING PURCELL CABINET(UPGRADE \----is•� .,` \ m x O ��\ \ 10075 SW CASCADE BLVD (E)POWER BAY WITH A 400AMP RETRO ��l TIGARD,OR 97008 FIT KIT IF(E)=200 MAX) EXISTING T-MOBILE ICE r> \ O I�,•.�` 0 Mr ID. BRIDGE(TYP) ��•► CITY OF TIGARD,OR 1%...,,',r;,.. \\4,tc), 116' 8"MONOPOLE TOWER i( ` EXISTIN\ ® EXWERGMONOPOLE. \ \---A R'-+. Y4 Y.I. ,, �0 Imo►'= EXISTING ICE '` O DRAWINGS ISSUED FOR: I I BRIDGE(TYP.) \ • , L+ -. REV. DATE DRAWN DESCRIPTION QA/OC E .4.Tif.t:: 1 0 07/27/18 DDB 100%CONSTRUCTION MAK • EXISTING FCOA __ I.x CABINET TO BE EXISTING H-FRAME(TYP.) / RELOCATED TO LOCATION OF OLD I I ULTRASITE CABINET I I , 7 93,p_t_r- 8-01-1 0��Q GO Z.... 1 L — — ,� FM E€R1'� R. ..-L----_-___ = A i An J EXISTING CVOP TO BE RELOCATED TO NORTHWEST 1 \.. CEX'iRATl!®1�IDA'k :�,-,�U^t2°1/ PROPOSED T-MOBILE ICE CANOPY POST / G! N (SHEET TITLE: I ENLARGED PLANS CANOPY TO COVER ALL AI EXISTING T-MOBILE T-MOBILE EQUIPMENT NOTE: ICE BRIDGE(TYP.) INSTALLED ON EXISTING NOTE: REPLACE BATTERIES CONCRETE PAD ANTENNA EQUIPMENT NOT SHEET NUMBER: REVISION: SHOWN FOR CLARITY V ENLARGED EQUIPMENT PLAN max'°"SCALE 1"_1'- - 22"x34"SCALE 7"='0'-0" -2 0 11"x1T'SCALE:12"=1,0" 1' 5' D" p 1 ENLARGED SITE PLAN „ T x, SCALE_, 20 D ,D ,D THIS LOCUM EN:ANG'HE{UEASANU DtSiGNSINCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,LLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS lMHOLT'uc�Jf�r-.�A�r:.�,.17J,ivN CF I'VFIhIGv,L��i:!S UViAW.. r"�R NvP-aC •"7 P - - _ .. ANY � .O'v AMEND A>:Y AS ., v HESE DRAWINGS WI hJ.;:THE ARi;T_N APPROVAL 05'.c PRGrESSIpNA05 RECORD / NOTES: r ` 1 • THESE DRAWINGS ARE NOT INTENDED TO BE A VERIFICATION THAT THE MONOPOLE OR MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED LOADING. TVERIFICATION THAT THE EXISTING MONOPOLE AND `� MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL 12920 SE 38TH ST ENGINEER PRIOR TO CONSTRUCTION. BELLEVUE,WA 98006 / • CONTRACTOR TO REFER TO THE MONOPOLE STRUCTURAL ` ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCTION. / TOP OF EXISTING LIGHTING ROD TOP OF EXISTING LIGHTING ROD CROWN 0 ELEV.=±124'-7"AGL ELEV.=±124'-7"AGL TOP OF EXISTING MONOPOLE aa: CAST L E TOP OF O ELEV.=±117-5"AGL ELEV.=±117 EXISTING-5"AGLMONOP LE i 1505 WESTLAKE AVE N,SUITE 800 I I SEATTLE,WA 98109 i TOP OF EXISTING T-MOBILE ANTENNAS TOP OF PROPOSED T-MOBILE ANTENNAS 'INFINIGY8 � 6i, ELEV.=±103'-9"AGL \ w'ELEV.=±104'-0"AGL \ FROM ZERO TO INFINIGY OF EXISTING T-MOBILE ANTENNAS E OF PROPOSED T-MOBILE ANTENNAS '_' the solutions ore endless ELEV.=±1000"AGL w•ELEV.=±100'-0"AGL �j ^ '- 50 116TH AVE SE,SUITE 210 !�(,�. f I BELLEVUE WA 98004 '■ I it �I,� II if 1' ` JOB NUMBER 516-001 PROPOSED T-MOBILE ANTENNAS ., IXISTINGT-MOBILEFRLB TOZI V j IlTr 0 WITH ASSOCIATED EQUIPMENT T—MOBILE SITE: OBE REMOVED(TYP.) I MOUNTED TO EXISTING TOWERI I PO01339B _ II© IXISTINGT-MOBILE ANTENNAS '-I� "'-(- TIGARD UV 1 EXISTING ANTENNAS BY PROPOSED T-MOBILE AHLOA TO BE REMOVED(TYP.) 1 w I EXISTING ANTENNAS BY j OTHERS (TYP.) M WITHOUNTEDASSOCIATTO EXISTDIEENG TOQUIPMWER ENTR i OTHERS (TYP.) CROWN CASTLE SITE: "Fa !! Li T-MOBILE GENERIC 1_■i i,_! i,_�, BU#: 874140 TWIN STYLE 1A PCS_TMA WASHINGTON COUNTY 10075 SW CASCADE BLVD TIGARD, OR 97008 CITY OF TIGARD,OR EXISTING MONOPOLE EXISTING MONOPOLE 116' 8" MONOPOLE TOWER } / \ DRAWINGS ISSUED FOR: ` ---- _-_-._ REV. DATE DRAWN DESCRIPTION OA/QC O (18)EXISTING 7/8"0 COAX CABLES INSIDE 6 EXISTING 7/8"0 COAX CABLES INSIDE 0 07P27/18 DDR 100%CONSTRUCTION MAK 0 I EXISTING MONOPOLE TOWER.REMOVE(12) ( ) j UNUSED COAX CABLES AS REQUIRED. EXISTING MONOPOLE TOWER TO REMAIN. 11t EXISTING LO-CAP HYBRID CABLE TO BE REMOVED 0 (1)PROPOSED T-MOBILE 175'LONG J HI-CAP HYBRID CABLE ROUTED ALONG ` EXISTING CABLE PATH INSIDE EXISTING 1 t ` MONOPOLE TOWER TO PROPOSED A-6 ikf • . . T-MOBILE TOWER-MOUNTED EQUIPMENT , r',+t' , i ti. 7 93-q..:e\ R f -1H Iv O 6�'a41:V1+,�,� TOP OF FENCED �j' 0e, „•" ,4' TOP OF FENCED 5 EQUIPMENT COMPOUND ^} ji,EQUIPMENT COMPOUND dRa�F R ELEV.=7'-0"AGL \ I / w.:❖:M:O'A :::•d.•'♦.iy:♦,.,♦. •.:•. ELEV.=T-0"AGL -:✓ w :•... :o« :• 11111$11:111111211111111111111111:131111 .,.,:,.;.♦.,..00r...,.,•;,•o,:,•.00...,.,.,.,.,.,.,•,•.❖.•.:,:,.,.,.,.,.,•,•.o.•::.,:ri❖:•:!:2:':!iN�e..♦.•......w_•♦..e..❖.60.4_d...:.:•:._....❖.4:•n Ovb:.'e♦❖:•.�' a:::::• .❖O.❖._. ;•:•Ss;?t;::::�:;: .;_ter...•. ::::�•�•=:' �$ .�'d /4 O.♦ - I'7C ••6 a4•'i •di♦• 4 .�.... •: ofGRADE LEVEL Mip, ..•r.•. .:�: •..a.•. A. oo.R� oo.. .o..♦3�•• bS:• As RADE LEVEL .. ........... ........... .....v.0:•: .......... ..ELEV.=0'-0"AGL � ..♦.❖. .:❖:•:�:8•:00❖.❖.;•b!:o. ❖.•......o❖.•.:❖.❖:o❖.❖.;.:❖:. ELEV.=0'-0"AGL /SHEET TITLE: TOWER ELEVATIONS SHEET NUMBER: REVISION: EXISTING SOUTH ELEVATION 22'>34 SCALE:1/4"-1-0" ` A-3 0 22'x34"SCALE:1/8"=1,0" i i i i 17"z1T'SCALE:i/8"=1'-0" 4' 3' 2' ,' o" 4' PROPOSED SOUTH ELEVATION 11"x1T SCALE:1/16"=T-0" 8' 6' 4' 2' 0" g• THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,LLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF STINGY,LLO.IT 15 UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. EXISTING ANTENNA/CABLE SCHEDULE `\ NOTES ANTENNA RRH TMA AND/OR DIP,FXFR HYBRID CABLE(HCS) COAX CONTRACTOR IS TO REFER TO T-MOBILE'S MOST CURRENT RADIO SECTOR 1. FREQUENCY DATA SHEET(REDS)PRIOR TO CONSTRUCTION. MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTV. MODEL QTY. TYPE LENGTH QTV. TYPE LENGTH P Al ANDREW TMBXX-6516-A2M(QUAD) 60.1" 25° 100'-0" 1 FRIG - - 2 CABLE LENGTH IS APPROXIMATE.CONTRACTOR TO FIELD VERIFY CABLE A2 ANDREW TMBXX-6516-A2M(QUAD) 60.1" 25° 100,0" 1 FXFB - - LENGTHS PRIOR TO ORDERING,FABRICATION,OR INSTALLATION OF CABLES. A A3 COMMSCOPE-SBNH-1D65C(QUAD) 96.5" 25" 100'-" 1/1 FHFB/FRLB - - 3.PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT. aum 12920 SE 38TH ST A4 - _ - - - - - - A-5 Iv BELLEVUE,WA 98006 B1 ANDREW TMBXX-6516-A2M(QUAD) 60.1" 145° 100'-0" 1 FRIG - - B2 ANDREW TMBXX-6516-A2M(QUAD) 60.1" 145° 1O0'-0" 1 - - - B 1 LO-CAP HYBRID CABLE ±175'-0" 18 7/8"COAX *175'-0" c \ B3 COMMSCOPE-SBNH-1D65C(QUAD) 96.5" 145° 100,0" 1/1 FHFB/FRLB - - - - - C ROW N ClC7 ANDREW TMBXX�516-A2M(QUAD) 60.t" 265° 100'-0" 7 FRIG - - C2 ANDREW TMBXX-6516-A2M(QUAD) 60.1" 265. ,BD'-0" , - - - all: CASTLE C C3 COMMSCOPE-SBNH-1D65C(QUAD) 96.5" 265° 100'-0" 1/1 FHFB/FRLB - - 1505 WESTLAKE AVE N,SUITE 800 PROPOSED ANTENNA/CABLE SCHEDULE ` SEATTLE,WA98109 I ANTENNA RRH TMA AND/OMODEL HYBRID CABLE(HCS) COAX INFINIG Y8....\ SECTOR MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH Al ANDREW TMBXX-6516-A2M(QUAD) 60.1" 25° 100'-0" 1 FRIG - - A2 ANDREW TMBXX-6516-A2M(QUAD) 60.1" 25° 100'-0" - - A A3 FFHH-e6GR3 95.9' 25° 100'-0' 1/1 AHLOA/FHFB - - FROM ZERO TO INF N G Y A4 - - - - - - - - the solutions are endless B1 ANDREW TMBXX-6516-A2M(QUAD) 60.7" 145° 100'-0" 1 FRIG - - 50 116TH AVE SE,SUITE 210 B2 ANDREW TMBXX-6516-A2M(QUAD) 60.1" 145° ,00'-0" B B3 FFHH-65C-R3 95.9" 145° 100,0" 1/1 AHLOA/FHFB - - 1 HI-CAP HYBRID CABLE 175-0' 6 7/8"COAX t175'-0" JOB NUMBER 516-001 J B4 _ _ _ _ - - _ _ Cl ANDREW TMBXX-6516-A2M(QUAD) 60.1" 265° 100,0" 1 FRIG - - / T-MOBILE SITE: C2 ANDREWTMBXX-6516-A2M(QUAD) 60.1" 265° 100'-0" _ - - -C P001339B C3 FFHH-65C-R3 95.9' 265° 100-0' 1/1 AHLOA/FHFB - - C4 - - _ - _ - - - TIGARD CROWN CASTLE SITE: BU#: 874140 WASHINGTON COUNTY 10075 SW CASCADE BLVD TIGARD, OR 97008 3 RF SCHEDULES SOTTO SCALE CITY OF TIGARD,OR 116'-8" MONOPOLE TOWER /07. IXISTING T-MOBILE COVP -NEW T-MOBILE PANEL ` J TO REMAIN(1 TOTAL) ` ANTENNAS(FFHH-65C-R3 1 NEW T-MOBILE AHLOA (OCTO))MOUNTED TO / DRAWINGS ISSUED FOR: ` EXISTING T-MOBILE PANEL ANTENNA TO BE REMOVED �'� (TYP.OF(1)PER SECTOR) — IXISTING TOWER;PAINT TO (TYP.OF(3)TOTAL) •' �© MATCH EXISTING(TYP.OF(1) REV. DATE DRAWN DESCRIPTION QA/QC WW gPER SECTOR) / �a \�\\ 0 07/27/18 DDB 100%CONSTRUCTION MAKIXISTING T-MOBILE FRLB TO BE I \ '�. ©�© REMOVED(TYP.OF(3)TOTAL) ,. j�'",.ti,<.,� It,�� ` - ��� �'� 'k `�" ?. -�, ` IXISTING T-MOSILECOVP EXISTING MONOPOLE TOWER , 1 '`- ,Q y EXISTING MONOPOLE TOWER ,. ---,� ., ,, `^ 1:. �? TO REMAIN(1 TOTAL) �� EXISTING T-MOBILE FRIG TO 20 RE; ç;0: AIN(TYP.OFp � .� ANTENNA TO REMAIN "- 1 (TYP.OF(6)TOTAL) -� ,-./ / 1 (TYP.OF(6)TOTAL) 1 ¢ � '� ! a( �� /4 i. (`` I , i it ,#c& °' 'G ..,(0 `1. EXISTING11 , T-MOBILE FXFB TO I I � f '� - -�� =� 8-01-18 .- REMAIN(TYP.OF(1)TOTAL) 1°� sv- r 1. 0 PANEL ANTENNAS"C" 4 PANEL ANTENNAS"C' } AZ=265 j6S�� _ K...13 r 7.i �o`r LF ,d`, 9j�til! ��rT � l DATE- :4- o— 7oJ ! EXISTING T-MOBILE PANEL • EXISTING T-MOBILE PANEL r r p�. 9 / 1, �,, y�.y ANTENNA TO REMAIN r J ANTENNA TO REMAIN r= ✓ ,N �' oti F� (TYP.OF(6)TOTAL) 9,p, (TYP.OF(6)TOTAL) I v.y B, iP, N EXISTING T-MOBILE FHFB TO "SHEET TITLE EXISTING T-MOBILE FHFB TO REMAIN(TYP.OF(3)TOTAL) - N ANTENNA PLANS REMAIN(TYP.OF(3)TOTAL) & RF SCHEDULES ISHEET NUMBER REVISION'. EXISTING ANTENNA PLAN 5.°tiL° 1 PROPOSED ANTENNA PLAN NOT TO A_4 0 SCATHIS DOCPMENT AND HE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRuMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INANIGY,LLC AND ARE NOT TO BE USED,IN WHOLE OP IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFNIGY,LLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL rE NAL OF RECORD. GENERAL GROUNDING NOTES: MANUFACTURER:COMMSCOPE i MODEL:FFHH-65C-R3 1. TO ENSURE PROPER BONDING,ALL CONNECTIONS WEIGHT:127.6 LBS SHALL BE AS FOLLOWS: DIMENSIONS:95.9"X 25.2"X 9.3" MECHANICAL PP°:, FREQUENCY:REFER TO RF DATA SHEET DOVJNTILT Z. -#2/0 BARE TINNED SOLID COPPER CONDUCTOR: B.3 JI EXOTHERMIC WELD TO RODS OR GROUND RING BRACKET 3. -LUGS AND BUS BAR(UNLESS NOTED OTHERWISE): r �� ST SANDED CLEAN,COATED WITH OXIDE INHIBITOR AND \ - 12920 SE 38TH 80 BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS BELLEVUE,WA 98006 J SHALL BE COPPER(NO ALUMINUM SHALL BE 25.2 -aI \ PERMITTED). PROVIDE LOCK WASHERS FOR ALL ` MECHANICAL C NNECTIONS UND CONDUCTORS.OUSE STAIN ESOS STEEL HARDWARE ANTENNA ANTENNA ANTENNA \ all: C ROW N THROUGHOUT. 1111111 ori M CASTLE 4. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4"PVC CONDUIT. SEAL AROUND �` CONDUIT THROUGH WALLS. NO METALLIC CONDUIT ASSOCIATED ANTENNA ASSOCIATED ANTENNA ASSOCIATED ANTENNA v 1505 WESTLAKE AVE N,SUITE 800 SHALL BE USED FOR GROUNDING CONDUCTORS. EQUIPMENT EQUIPMENT EQUIPMENT SEATTLE,WA 98109 5. OWNER'S REPRESENTATIVE WILL INSPECT (I.E.RRHITMA) MAST (I.E.RRH/TMA) MAST MAST TOP ` (I.E.RRH/TMA) ` J EXOTHERMIC WELDS AND CONDUCT MEGGER TEST 25.2 1 N F PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS I I N I G Y� REQUIRED. its AWG(TYP.)--„ #6 AWG(TYP.) \ on a, 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND ° DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL �o ct • ° FROM ZERO TO INFINIGY BENDS SHALL BE A MINIMUM 8"RADIUS AND NO GND BAR GND BAR GND BAR GREATER THAN 90 DEGREES. (CIGBE) (CIGBE) (CIGBE) i� \ the solutions are endless COVP 7. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION NEAR NEAR NEAR v 50 116TH AVE SE,SUITE 210 MANAGER WHEN THE GROUNDING SYSTEM IS ANTENNAS ANTENNAS ANTENNAS BELLEVUE,WA 98004 COMPLETE. THE CONSTRUCTION MANAGER SHALL RF CONNECTOR,7YP BOTTOM JOB NUMBER 516-001 J INSPECT THE GROUNDING SYSTEM. T-MOBILE SITE: 8. THE PREFERRED LOCATION FOR COAX GROUNDING IS INSULATED GROUND(TYP.) POO1339B AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE DUE TO GND BAR AT TOP OF TOWER - •W 31 TIGARD DIFFICULTY WITH WELDING OR ATTACHING TO TOWER (CIGBE) WITHOUT INSULATORS LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE ON ICE BRIDGE IF ICROWN CASTLE SITE: MOUNTING TO TOWER LEG IS POSSIBLE. 9. BONDING OF THE GROUNDED CONDUCTOR(NEUTRAL) RF CONNECTOR,TYP tia II ❑ o o, \ BU#: 874140 AND THE GROUNDING CONDUCTOR SHALL BE AT THE WASHINGTON COUNTY SERVICE DISCONNECTING MEANS. BONDING JUMPER FRONT SIDE SHALL BE INSTALLED PER N.E.C.ARTICLE 250-30. 10. SEE GROUNDING DETAILS ON SHEET G-1 FOR EXISTING/NEW MOUNT PIPE 10075 SW CASCADE BLVD ADDITIONAL GROUNDING INFORMATION. TIGARD,OR 97008 4 ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES (TYPICAL) "°TSCALET° 3 ANTENNA DETAIL NOT TO SCALE CITY OF TIGARD,OR NOKIA FLEX SYSTEM RADIO MODULES: AHLOA RADIO MODULE 116'-8"MONOPOLE TOWER FSMF,FSME,FRIE,FXFC,FRIA HEIGHT:22" ` 1 CLEARANCES: FRONT:23.6" DEPTH:12" BACK:8" DEPTH: 83 i TOP:1.2" WEIGHT: .8 LBS DRAWINGS ISSUED FOR: SIDES:4" REV. DATE DRAWN DESCRIPTION QA/QC WEIGHT: 44 lbs. 0) NOTE: MODULE CAN BE 0 07/27/18 DDB 100%CONSTRUCTION MAK INSTALLED VERTICALLY TOP PIPE 12" A, 7.5" AND HORIZONTALLY o o 1 FPKA IMIN o a I �' ' I1 S`.11ll BRACKET G PLINTH all WVN - CN SIDE o -1i 1. MODULE N w .•tIrr- i! �I! � ,;.1 7'IS*Vt.! 1 1 - 00000e :401 \ \ FRONT SIDED. • Gt?A►ll N - Opp• . .�.-• 12 (ExPIRATIO%DATE:4-.f0^�0J z . • - \ „3 "...SHEET TITLE: EQUIPMENT \ DETAILS NOTE: MOUNT PER MANUFACTURERS TOP SHEET NUMBER: REVISION SPECIFICATIONS RADIO MODULE & MOUNTING DETAILS N°L° 1 AHLOA DETAIL NOT E° ` _50 SC J THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OFINFINIGY,LLD AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR OTHER WITHOUT THE WHI. 'HORIZATIONOF INFINIGY LEO I WE /E P 4 L// - , _ A.. S�V.?N„� �.,A�. -_ ....-,.A.`,,IN_., �.AS _., ... _.__7A.. ..... ,.., _ . .,.F,.ir..- _ n,.,...-OF RECORD. PRODUCT DATASHEET al T s NEW DOWNTILT ANTENNA RADIO FREQUENCY SYSTEMS MOUNTING BRACKET AND �_/ 12920 SE 38TH ST II _ _ HARDWARE BY ANTENNA HB158-21 U8S12-100M-01 h e C l e a I C h o i c e " �i BELLEVUE,WA 98006 / MANUFACTURER NEW T-MOBILE RADIO IiI ,i`"r HYBRIFLEX® RRH Hybrid Feeder Cabling Solution /MOUNTED TO EXISTING/NEWPIPE MOUNTWITH MANUFACTURER �� 6x12, 4 AWG, 1-5/8", Single-Mode Fiber, loomSUPPLIED HARDWARECROWN 1 / Technical Features v CASTLE EXISTING/NEW MOUNT PIPE STRUCTURE 1505 WESTLAKE AVE N,SUITE 800 Cable Type HYBRIFLEX) ` SEATTLE,WA 98109 J �'-""e., Size 1-5/8" ���h Length m(it) 100(328) I N F I N I GY ' NEW T-MOBILE ANTENNA C� i MECHANICAL SPECIFICATIONS Outer Diameter Nominal mm(In) 60.7(1.99) EXISTING STAND OFF . .....\„ Cable Weight kg/m(Ib/ft) 2.81(1.9) FROM ZERO TO INFINIGY ARM OR PLATFORM aEa I Minimum Bending Radius,Single Bend mm(In) 250(10) i� 2/) Minimum Binding Radius,Multi Bends mm(In) 600(20) the solutions are endless '�'� Recommended/Maximum Clamp Spacing m(S) 1/1°2(326/4) 50 11 LLTH AVE SE,SUITE 210 JI BELLEVUE,WA 98004 I'. DC POWER CABLE SPECIFICATIONS JOB NUMBER 516-OOt .1NEW ANTENNA MOUNTING KIT BY ANTENNA IIII Number of DC Pairs 8 MANUFACTURER Maximum DC Resistance Power CableI C/km(f)/kR) 0.83(0.26) T-MOBILE SITE: Cross Section of Power Cable mrr r(AVVO) 21,1 t4) P001339B NEW JUMPER CABLE DC Wire Jacket Material PVC TIGARD RFs'HYBRIFLEX Remote Radio Head(RRH)hybrid DC Cable Diameter mm(In) 7.8(0,308) feeder cabling solution combines optical fiber and DC DC Cable Jacket PVC power tor RRHe in a single lightweight aluminum DC Standards(Meets or Exceeds) For use in UL 2822,PVC Nylon. CROWN CASTLE SITE: corrugated cable,making It the worlds most Innovative Rol-IS/REACH Compliant BU#: 874140 solution for RRH deployments.it was developed to Break-out length(Top) mm(in) 4000 reduce Installation complexity and costs at Cellular Break-out length(Bottom) mm(in) 160 WASHINGTON COUNTY sites. HYBRIFLEX allows mobile operators deploying an RRH DC Cable sealing method Semi-rigid Hams-retarded architecture to standardize the RRH Installation process polyalefn,with hot melt adhesive 10075 SW CASCADE BLVD and eliminate the need for and cost of cable grounding. CABLE JACKET NOTE:ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. HYBRIFLEX combines optical fiber(multi-mode or TIGARD, OR 97008 singie•mode)and power in a single corrugated cable.It UV-Protection Individual and External Yes 3 MOUNTING DETAIL NOT TO eliminates the need for junction boxes and can connect Jacket CITY OF TIGARD,OR SCALE multiple RRHs with a single feeder.Standard RFS P gARMOR SPECIFICATIONS CELLFLEX*sccessones can be used with HYBRIFLEX FCOA CABINET SPECIFICATIONS cable.Both pre•connectorized and on-site options are Armor Type Corrugated Aluminum 1 1 6'-8" MONOPOLE TOWER DIMENSIONS:61.0"X 30.3"X 30.3" available, Maximum DC-Resistance of Armor Cl/km(OM) 0.68(D,178) ` / WEIGHT:134.0 LBS(789.0 LBS FULLY FEATURES/BENEFITS Diameter Corrugated Armor mm(in) 48.4(IA LOADED WITH BATTERIES) PlO CABLE SPECIFICATIONS NOTE: ® Aluminum corrugeted armor with outstanding DRAWINGS ISSUED FOR: ..N INSTALL/GROUND CABINET PER bending characteristics-Minimizes installation time FIO Cable Type Sinple•moda MANUFACTURER SPECIFICATIONS and enables mechanical protection and shielding Number of F/O Pairs 12 REV. DATE DRAWN DESCRIPTION OA/OC ® Armored fiber optic breakout-Preserves the Core/Clad 1.1M 9/126 0 07/27/18 DOB 100%CONSTRUCTION MAK Integrity of the fiber and provides Single Bending Radius mm(In) 137(5,4) NOTE: machanicai/environmental protection FlO Standards(Meets or Exceeds) UL Lased Type OFNR(UL1868), SEISMIC/OVERTURN ® Same accessories as 1.618'coaxial cable RoHE Compliant CALCULATIONS ARE PENDING O Outer conductor grounding-Eliminates typical Optical Loss dB/Km 0.6 0 1310 nm grounding requirements and saves on installation 0.6 1650 nm 5p3 costs Fiber Termination End 1 00C plug 3 NOTE: °3• ® Lightweight solution and compact design- Fiber Termination End 2 LC SEE SHEET A-7,DETAIL 1 FOR Decreases tower loadingFO Break-out length MOUNTING INFORMATION 9 (Top) mm(in) 500 ® Robust cabling-Eliminates need for expensive PO Break-out length(Bottom) mm(in) 1350 / cable trays and ducts / 0. �, 1 14111f4!..r'r........... 9.C::::j:: ® Installation of tight bundled fiber optic cable pairs Cable sealing method Semi-rigid flame tatarded directly to the RRH-Reduces CAPEX and wind load polyolefn.with hot melt edneaive _ t by eliminating need for interconnection TESTING AND ENVIRONMENTALn PRO 3 C�, ® Optical fiber and power cables housed in single Storage Temperature "C('F) -40 to 70(-40 to 168) p corrugated cable-Saves CAPEX by standardizing Operation Temperature 'C `F) •40 to 86(-40 to 149 7 l. I+ ___7 %I- RRH cable installation and reducing installation ( ) requirements Installation Temperature 'C(°F) -20 to 86(-4 to 149) ® Outdoor,black PEjacket-Ensureslong-lasting ASSEMBLY LOSS 8 01-18 cable protection Optical Insertion Loss,Assemblyor Assemblyor 0.4 dB P (typ)/0,96d8(max) • ,. b ' OShielded DC wire-Jacketed and braided cable �hi C)•'to provides grounding and EMI protection Jumper Jumper �1310/1650 ' Q" ® Maximum robustness-Fully armored cable SYSTEM LOSS tQ t �3` � . includes riser and breakout Optical Insertion Loss Total Path 0.8dB(typ)/1.9d8(max) HER�" Q1 31 011 55 0 • External Document Links Notes (EXPiRATIOP�L)TE:�a,p.,,?p J Installation Instructions Pre-packed HYBRIFLEX Kits and /..HEET TITLE Accessories EQUIPMENT HB158-21U6S1 2-1 00M-01 REV:A REV DATE:7/29/16 www.rfsworid.com DETAILS SHEET NO'MBES REVISION_ \2 FCOA CABINET DETAIL SCALE 1 HYBRID CABLE DETAIL NOT TO v A_6 J SCL`HS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF P�' r rSERVICE, - - a OTHER - - -tC ESSIO J� ARE THE PROPERTY Or INF1N{GY��C AND ARE NOT TO BE USED,IN WHOLE O.IN PA'r.T,FOR C:.neR PROJECTS WITHOUT WRITTEN AUTHORIZATION Or iNFiNi6Y,LLC.IT IS UNLAWFUL FOR ANY PERSON i O AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. I -----;-\, 12920 SE 38TH ST BELLEVUE,WA 98006 \� aCROWN ,,,, CASTLE 1505 WESTLAKE AVE N,SUITE 800 ` SEATTLE,WA 98109 lNFINIGY81 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 JOB NUMBER 516-001 8 NOT USED 7 NOT USED 6 NOT USED i T-MOBILE SITE: 1 MANUFACTURER: NOKIA MANUFACTURER: NOKIA P001339B MODEL: ARIA UNIT MODEL: ASIA UNIT TIGARD DIMENSIONS: 8.6"x14.2"x1.1"(UNIT ONLY) DIMENSIONS: 8.6"x14.2"x1.7"(UNIT ONLY) WEIGHT: 4.4 lbs(UNIT ONLY) WEIGHT: 6.6 lbs(UNIT ONLY) MANUFACTURER: PURCELL MODEL: SFX31-3031 ALPHA E3 DCPP UPGRADE CROWN CASTLE SITE: DIMENSIONS: 5 RU,23"RACK BU#: 874140 WEIGHT: 60.0 lbs SYNC OUT WASHINGTON COUNTY DC IN ElF3 EAC sR of EIFI EIFS 10075 SW CASCADE BLVD TIGARD, OR 97008 RFI RF2 RF3 RF4 RF5 RF6 1 r � ©§go� g g 1,. ® CITY OF TIGARD,OR Milrd p I tea L td 4 .. „ j 116' 8" MONOPOLE TOWER ° O3r ° �rri� " 00 —0 00 -00,1 00 00 0 '- 00 --lipmg o SE11 EIF2 - _..__ .:....__,_ • 11 DRAWINGS ISSUED FOR: gRQUNDIN© .li;g, ,E!F4 LMl4. _-, sT -_-- i !. REV. DATE DRAWN DESCRIPTION OA/QC SYNC IN SR102 0 0727/18 DDB 100%CONSTRUCTION MAK 5 NOKIA ABIA DETAIL t'°TT° 4 NOKIA ASIA DETAIL ��ALEMOTTO 3 400A DC UPGRADE KIT DETAIL NC?10 E SCALE J MANUFACTURER. NOKIA MODEL: AMOK UNIT �,,.yy..1,. DIMENSIONS: 12.2"x17.6'x23.8" ) r✓'�+ ,y WEIGHT: 50.7 lbs(UNIT ONLY1� �/y{� GALVANIZED BOX FRAM :4: �IRi (PART OF CABINET) (4)5/8"0 HILTI KB-TZ EXPANSION BOLTS(4-1/8" 7 " Y^ EMBED)INTO CONCRETE I I CONCRETE SLAB I 8-01-18 C�Clhl ode / ,el ‘,4''' II I I 4 d I d O SHEET TITLE'. °a Q EQUIPMENT CI DETAILS SHEET NUMBER REVISION REVISION. NOKIA AMOB DETAIL SCALD 1 FCOA CABINET ATTACHMENT DETAIL SCALE°T TO ~-� O THIS DOCUMENT AND HE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE.ARE THE PROPEERTY OF INFINIGY LLC AND ARE NOT TO BE US I,N OR IN P RT HER PPO/ECTS WITHOUT ` ,HORIZA-ION OF IN=WI Y - /_ WHOLE PART,FOROTHER _ THEvVRITTEN AUK' G LLC.IT IS UNLAWFUL FOR ANY PERSON?C AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. CONNECT GRIP-STRUT / PANELS TO LEDGER 1 (MIN.2 J.B.@ EA END) 1/2"U-BOLT 12920 SE 38TH ST GRIP-STRUT PANELS \ BELLEVUE,WA 98006 2" ` c 8-0" CROWN i: •ABOVE SLAB CASTLE 5x3x3/8 CONTINUOUS 1505 WESTLAKE AVE N,SUITE 800 1/4 C LEDGER SEATTLE,WA 98109 / 3"0 PIPE R3/8x4x0'-6" "I N F I N I GYB, FROM ZERO TO INFINIGY I the solutions are endless 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 JOB NUMBER 516-001 1 T-MOBILE SITE: 1 PO01339B TIGARD CROWN CASTLE SITE: BU#: 874140 WASHINGTON COUNTY 1 10075 SW CASCADE BLVD TIGARD, OR 97008 3 DETAIL NOT USED NOT 3"O PIPE EMBEDDED 24" SCALE 3"(d PIPE / MIN.INTO CONCRETE CITY OF TIGARD,OR I 3/8"WEEP HOLE @ 2 SIDES (3)#4 HOOPS @ 116'-8" MONOPOLE TOWER 8" I NEAR BASE 6"SPACES 5/18 MIN. (4)HILT!CONCRETE ANCHORS 4 #4 VERTICALS \ _ (OR APPROVED EQUAL) INSIDE HOOPS c DRAWINGS ISSUED FOR: d s► I '° Ia ° a• Q REV. DATE DRAWN DESCRIPTION OA/OC NEWT-MOBILE APPROVED LED WORK LIGHT Q _ - ° a _, 4 C. 3 MOGUL SOCKET MOUNTING ` ( Q I I I I _d • a 4 ° • Q d \ I E _ l - I I I' 0 0727/18 DDB 100%CONSTRUCTION EAK \` — 4 o I °I. —I I 4 I° _I 1 MANUFACTURER'S CABLE OR OTHER CABLE ■ - a. - CC • I — I SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE — C . . w I — • a I I • _ - METALLIC CABLE TERMINATION FITTING I O_ —I° pd ° 4 0 I: a P 14-,- _ \ J EXISTING ICE CANOPY POST o I I' 18"0 CONCRETE PIER ° o I d Q IN DRILLED HOLEIP .pay WEATHER • Pfl PROOF 60 MIN. m L'� 34.vw d ROTARY TIMER LIGHT SWITCH g ` ,1 I EXISTING CONCRETE SLAB d d oco a ( E 3/4"RGS CONDUIT FOR(3) — .....7. #12 AWG ELECTRICAL RUN IIr. 0 #2 AWG BARE SOLID TINNED _ (1)#4 HOOP @BOTTOM 8-01-18 COPPER WIRE TO GROUND RING ° - e� °�£` GON EXOTHERMIC WELD 3"0 PIPE ''PIER' *Al� (4)3/4"x12"A.B. _ UPI TIG€ DATE! - p^ v TO PPC CABINET k. . • 1 \ /-_\\I TYP SHEET TITLE'. ' . N....____ 0 • EQUIPMENT 5/8x8x8 BASE PLATE DETAILS S-EET N.:MBER REVISION 0 WORK LIGHT DETAIL NOT 1 ICE CANOPY DETAIL NOT TO v SCALE THIS DODD/PENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGV,LLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART FOR OTHER PROJECTS WITHOUT" IR T TEN AUTHORIZATION ION OF INFINIGY, - - THEi I E ALLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF HESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF PROFESSIONAL OF RECORD. 1 ., ..,. T 12920 SE 38TH ST ` BELLEVUE,WA 98006 3NC4n11gur1t+an 6O$4�1_1H�4M1 viral /a.:14:01 ��/, ` .tntrms Arta tidy dmwre;. Amin r C�O • „rind _- CASTLE 1505 WESTLAKE AVE N,SUITE 800 i SEATTLE,WA 98109 z , U INFINIGYr FROM ZERO TO INFINIGY the solutions are endless ;t1t,;A �.,,,, 50 11GTH AVE SE,SUITE 210 k •sib BELLEVUE,WA 98004 JOB NUMBER 516-001 / i. ® '+ T MOBILE SITE: .... :: P001339B 1. ' °� „e.,.. ;. TIGARD r'i .—+ `—` ' �' CROWN CASTLE SITE: 1 BU#: 874140 WASHINGTON COUNTY , 1111 10075 SW CASCADE BLVD .1I ?,j' p1 JJ I& ._ CITY OF TIGARD,OR Ila au�,t" p. .« +.tw �. 116'-8"MONOPOLE TOWER J (.„ 4 DRAWINGS ISSUED FOR: ` REV. DATE DRAWN DESCRIPTION OA/OC txwfr ,yam., 0 07/27/18 DDB 10014 CONSTRUCTION MAK ttaill. lb rM ,y4 rye J M ...e.I 7f gg I RA... 141 I fl{ Y 1 `I.. 'rgt s I i r Nil ,s(p: i r if in ... 7 e :maTic.,, ,..418:01:18 5 05 . \Z....J..:A' uti,..'`C" 56 1ASIK+Vaist SHEET TITLE \ EQUIPMENT 2 4 DETAILS SHEET NUMBER. REVISION: A-9 0 PROPOSED PLUMBING DIAGRAM NOT TO \.... } SCALE AND -E IDEAS AND DESIGNS INCCRRCRA EL HEREIN,AS AN I\STR,MENT OF PROFESSIONAL SERVICE ER P ^F . T - , THE - _,ARE ERE PROPER-Y,,. h.ihIGY,LLC AND ARE NOT O 6t USED,IN WHOLE O..IN PAR',FOR OTHER'rRC�eC'S W;'HO'T WRIT-EN� _ti AUTHORIZATION OF INFINIGY,LLC,I�IS tALAW=UL FOR ANY PERSON'O AM.-' PY ASPECT OF TNESE DRAWINGS WI"-'O.,T THE WRITTEN APPROVAL OF THE PROFESSIONAL OF FECORD. ---.;\ . . • TMob: aa #6 AWG FROM ANTENNA 12920 SE 38TH ST CABLE GROUND KIT \... BELLEVUE,WA 98006 O / 1 :c.,rrcrrrr„ C ROW N 7/16" �i 3/4" 0 0 ti r 0 0 0 (I� �ctrcrcrrrcroo � o 0 o 0 0 GROUND BAR ON alik•O CASTLE 0 01 0 o ° 0 p ®CONCRETE,OR ON © ��0 0 0 0 O ANTENNA TOWER I " — 1505 WESTLAKEA WA N,SUITE 800 ` SEATTLE, 98109 / 0 o 1" //./ \) . , , cINFINIGY81 1) COPPER GROUND BAR,1/4"x 4"x 20",NEWTON INSTRUMENT CO. /-1 O O O O O O(---\CAT.NO.B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA O O - O O O O O O FROM ZERO T O I N F I N I G Y DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL CAT. J the solutions are endless VARY BASED ON NUMBER OF GROUND CONNECTIONS) O 7? O 50 116 TH EAVE AUE E,SU W 8ITE00 210 BE2) 5/8"0 LOCK WASHERS,NEWTON INSTRUMENT CO. i JOB NUMBER 516-001 / CAT.NO.3015-8 OR APPROVED EQUAL \ \ / \ `TWO HOLE LUG,OR EXOTHERMIC WELD TO BE ( T-MOBILE SITE: 1 3) WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. USED WITH#2 AWG BCW TO BUILDING SERVICE CAT NO.A-6056 OR APPROVED EQUAL GROUND OR GROUND RING Pool 339E 4) 5/8"0 x 1"HHCS BOLTS,NEWTON INSTRUMENT CO. '- GROUND CONDUCTOR SHALL BE ELIMINATED WHEN TIGARD CAT NO.3012-1 OR APPROVED EQUAL GROUND BAR IS ELECTRICALLY BONDED TO METAL -ti TOWER/MONOPOLE STRUCTURE --.-- CROWN CASTLE SITE: BU#: 874140 NOTES: NOTES: WASHINGTON COUNTY 1. GROUND BAR TO BE BONDED DIRECTLY TO TOWER STRUCTURE-NO INSULATORS USED. 1. GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. 2. CONNECTION TO TOWER STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 2. SEE SHEET G-1,DETAIL 1 FOR EXOTHERMIC WELD CONNECTION TYPES 10075 SW CASCADE BLVD TIGARD, OR 97008 6 NOT USED SNC°ATT°LE 5 TYPICAL GROUND BAR NOTE 4 GROUND WIRE INSTALLATION I NOT TO SCALE CITY OF TIGARD,OR SCALE l 116'-8"MONOPOLE TOWER ` TO ANTENNAS DRAWINGS ISSUED FOR: \ WEATHERPROOFING KIT(TYP.)(SEE NOTE 2) REV. DATE DRAWN DESCRIPTION OA/OC RX2 Y V (TYPICALLY) 0 07/27/18 DDB 100%CONSTRUCTION MAK 12TO24"COAX JUMPER GROUND KIT(TYP) k120^MAX (TYP) 111 ANTENNA CABLETYPETA TYPEVN TYPENC TYPESSCONNECTOR P WEATHERPROOFING #6 AWG KIT(TYP)SEE NOTE 2 l, �j 1i1 WEATHERPROOFING KIT " ANTENNA GROUND BAR, • WITHOUT INSULATORS. © (SEE NOTE 3) • 41 =�_ } � re BONDED DIRECTLY TO TOP CABLE GROUND KIT _\- r OF MONOPOLE OR TOWER.ANTENNA CABLE 11111 If � T/ 7t) TO EQUIPMENT(TYP) 1 #6 AWG STRANDED COPPER GROUND TYPE W TYPE VS TYPE VB TYPE PT WIRE(GROUNDED TO GROUND BAR). 8-01-18 I SEE NOTE 1&2 I,.0 r.- (,SOW QCf iy�'j; '"�i TO GROUND RING CABLE CONNECTOR \♦t �� . <9 8E015 �4' NOTES: NOTES: IIIIII '• , �%%' 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO [EXPIRATION DATE:f_, Q.4201 TYPE GT TYPE GY TYPE GR TYP 'GE GL \.... J ANTENNA GROUND BAR. GROUND BAR. 2. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE /SHEET TITLE 1 MANUFACTURER. GROUNDING 3. SEE SHEET G-1,DETAIL 1 FOR EXOTHERMIC CONNECTION TYPES 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. DETAILS SHEET NUMBER. REVISION �3 GROUND CABLE CONNECTIONS N°ALETT° 2 CABLE GROUND KIT CONNECTION N°TSCALE SCALE /T° 1 EXOTHERMIC GROUNDING CONNECTIONS NOT ` �- 0 J/ SC THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY,LLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY_-C.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF HE PROFESSIONAL OFF RECORD. _';..":as-`s:a.'��.--mac.;`x,e....-..^.:_-�.,:_.�«._,:._ "...1.. o:.:- ,��. ,_.. �. ..._.:�-.. _..�____ �-..v.�v,.�" +-^a25..' .."?"2.'!" i'-��;�""p ._.,_._^Zi^s�^c.^+�'�.w�^�a."-'^Saw x..-•c,,-.,ve -+�s,.-. -�---.'�4- .:"��^ .... _ -'�'�.�v'^cs, •.8,,.-,..-.�..^ -,c.;,,_x _