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Plans (378) • 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 THROUGH 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 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS SPECIFICALLY 1. 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 TEAS 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_ONESET 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 } -• 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 T " 3. COMPLY WITH MANUFACTURERS 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 i 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 FAMILIARIZE 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 BELLEVUE,WA 98006 COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES.UNLESS OTHERWISE OMISSION,INSTALLATIONS ISCPRIRE A PROCEEDINGIESBOUWITHCONSTRUCTION.GENERAL CON.CONTRACTOR ANY ERRORS, 4. J COLOR AND TEXTURE UNLESSOALL PAINTED NOTED SURFACES MATCH EXISTING IMMEDIATELY NOTIFY IN WRITING, BE FOUND,THE CONSTRUCTIONSTR ON MANAGER E SHALL 24. THE CONTRACTOR, FO SHALL REMOVE ALL RUBBISH PER WASTE THE MATERIALS ON A GAILY ADJACENT SURFACES OTHERWISE BY T-MOBILE. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR w1mwG,THE T-MOBILE MANAGER AND THE BASIS,EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF 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 CONSTRUCTION MANAGER. THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP UPON COMPLETION OF WORK.ALL 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 DIMENSIONS NOT SHAWN. B. CONCRETE IN CONTACT WITH EARTH,FORMED 2" INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS SPECIFICALLY ATA VACUUM CLEAN CONDITION,FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT C. WALL,EXTERIOR FACE 1-1/2" DIRECTED OTHERWISE BY T-MOBILE.IF A DISCREPANCY EXISTS AND THE PROJECT NATURE AT COMPLETION OF WORK. CROWN 6. 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 SSPC-XPI. 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'SaC SPECIFICALLY SHOWN OR NOTED OTHERWISE.CONSTRUCTION DETAILS E. STRUCTURAL SLABS 3/4" THAT RESULT. PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. CASTLE 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 1-112" 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED TO BE 28. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. FACILITIES. FOR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH V L.LISTED OR FIRE 1505 WESTLAKE AVE N,SUITE 800 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, DRAWINGS..CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS IN THE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND 8. APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY 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. SEATTLE,WA 98109 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 2A OR 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND ENSURE MECHANICAL OPENINGS SHALL BE SLEEVES.CORING IS NOT ALLOWED 2-AIBBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. s. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS,EQUIPMENT, UNDER CONSTRUCTION. UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD OF APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. INFINIGY 10. CONTRACTOR SHALL CORRECT RUNS,SAGS,MISSES AND OTHER DEFECTSCONSTRUCTION. 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE SLAB SHALL NOTzs.ELECTRICAL PowER SYSTEM snaLL BE GlouwoeD PER NEc ARncLEs z56 AND etnyg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the solutions are endless B. PAINTING SCOPE IMPROPER CONDITIONS. 13. ANCHORING:ALL ANCHOR BOLTS,REINFORCING STEEL,DOWELS,INSERTS, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS,AND SHALL BE OWNER. A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY 50 116TH AVE SE,SUITE 210 INCLUDED AS PART OF THE WORK. ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. BELLEVUE,WA 98004 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH THE 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 Me NUMBER$16-001 COATING SYSTEM INDICATED. BEFORE CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS,THE INA 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 T-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 PAINTING SCOPE SPECIFICATIONS OF THE ALSO OR FLOOR COVERING IS TO BE BONDED TO THE CONCRETE SURFACE . WORK MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE T-MOB I LE SITE: INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. 9- THE CONTRACTOR SHALL VERIFY ALL TELEPHONE 8 RADIO EQUIPMENT LAYOUTS, POO 1,.37,.38 SURFACE MBE PAINTED SYSTEM PAINT PST wa 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 BIS UNIT X ON PLANS-HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL BE )LI,EQD1PMENT&CABIN_15 OTHER IRAN RIE BIS 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS IT IS BEING RESPONSIBLE FOR COORDINATING ALL WORK WITH ERICSSON RADIO SYSTEMS- G R EENT URG tzar x 3. STEEL PIPE COLUMNS SHALL BE GRADE"B"CONFORMING TO ASTM A53, PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. ANTENNA COVtRs,ILLI MOIMRNG 10. ALL SYMBOLS 8 ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED BRACKETSMIDAS.ILl BRACKETS,HARDWARE,CABLE MID SEE PLANS SEE PIANS 4. STEEL TUBING SHALL BE GRADE"B"CONFORMING TO ASTM A500. CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR CABLE COVERS EXPOSED TO VIEW,EXPOSED 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,MEAL TRIM AND OTHER METAL 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD.ALL BU#:824338 `ACES X WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO.1 GRADE WORK. S�«MA�,:�O�I,Ctrx:HE IL, �CSolNURLIEEABLOCK AND x SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH,EVEN SURFACES DOUGLAS FIR.,S45,UNLESS NOTED OTHERWISE. 11- THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND wcw.aWb�tX AN/WU(MI TNIMMCIIRNNG WHERE WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL COMPLY INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN SAN DIEGO THE BACKSIDE OF ALL SCREENWALLS X WITH THE LATEST A.W.S.SPECIFICATIONS. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 GRADE THE COST OF THE WORK To r-MOBILE. DRYWALL x DOUGLAS FIR,S45,UNLESS NOTED OTHERWISE- 12THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL WORK - CONCRETE POLES x 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE,USING HIS OR HER BEST 11744 1 744 S W PACIFIC HWY f.1ETAL PILES AND METAL POLE STAND-OFF x A. 250 AMP WELDERS. 3. STRIPPING,BLOCKING,BACKING AND OTHER NON-STRUCTURAL LUMBER SKILL AND ATTENTION.THE CONTRACTOR SHALL BEHELD RESPONSIBLE FOR ALL B. ROD OVENS. SHALL BE N0.2 OR STD&BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES,SEQUENCES,AND TIGAR D, OR 97223 C. COATING SYSTEM SPECIFICATIONS C. GRINDERS. SHALL BE D.F.STANDARD&BTR. COORDINATION OF ALL PORTIONS OF THE CONTRACTED WORK. 1. DTM ACRYLIC COATING(SERIES 566)BY SHERWIN WILLIAMS CO.IMIL DFT PER 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 TIGAR D UP, INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER(B66A50). STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE. 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION.MILL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A 2. 100%ACRYLIC,LATEX COATING EQUIVALENT TO A-100(SERIES A$2)BY SHERWIN CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION WILLIAMS CD.1 MIL DFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED DESIGN ENGINEER AND THE CITY INSPECTOR. SPAN INDEX RATIO 32/18.EDGE NAIL WITHBd AT E"O.C.UNLESS NOTED O'HARE INTERNATIONAL CENTER 129'-10" MONOPOLE TOWER PRIMER. OTHERWISE ON PLANS.FIELD NAIL WITH 8d AT 12"ac. 10255 W.HIGGINS ROAD.SUITE 600 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION.MILL ROSEMONT,IL 60016-5607 D. PAINT&PRIMER CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR INSPECTOR. TO SUPPORTS AND WITH THE EDGES STAGGERED,UNLESS NOTED SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS / ANTENNAS OTHERWISE ON THE PLANS. NATIONAL ASSOCIATION PRIMER-KENT AQUA E61-W525 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN THE FIELD SHALL CHAN4201 TILLY,VA 201917 219 RIVE DRAWINGS ISSUED FOR: l TOPCOAT-COROTHANE II 565W200/B60V22 BE TOUCHED UP WITH COLD GALVANIZING PAINT. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA,TECO,OR PTL AND SHALL BTS CABINET CONFORM TO PS 1-83. IDP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER REV. DATE DRAWN DESCRIPTION QA/QC PRIMER-KENT AQUA E64VV525 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE HALF OF 820 TRANSFER ROAD TOPCOAT-COROTHANE II B65W200/B60V22 ALLOWABLE CODE STRESSES UNLESS NOTED"FULL STRESS"AT END OF 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED ST.PAUL,MN 55114-1406 0 08/16/18 CAP 100%CONSTRUCTION MAK WELD SYMBOL. 24% 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 B65W200IB80V2 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING 15. THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR BLOCKING,BACKING,FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL ITEMS. RAW STEEL ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: NUTS WHERE IN CONTACT WITH WOOD. PRIMER-KEM BOND H5 85OWZ4,DMT ACRYLIC PRIMER 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED TOPCOAT-2 COATS COROTHANE It POLYURETHANE B65W200/560V2 LOCATION STRENGTH WT. SLUMP ADMIXTURE 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOT DRIVEN.LAG BOLTS CONSTRUCTION NOTICES AND SMALL COMPLY WITH ALL APPLICABLE LOCAL CODES, SLAB&FOOTING 3000psi 150W 4" NONE REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE STATE DEPARTMENT OF SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO INDUSTRIAL RELATIONS REGULATIONS,INCLUDING BUT NOT LIMITED TO THE DIVISION ` , GALVANIZED METAL 75%DIAMETER OF BOLT. OF OCCUPATIONAL SAFETY AND HEALTH(OSHA). ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH GREATER THAN FINISH COAT(GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A 12. CONNECTORS:ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY OCCUR DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY DURING CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING FINISHES, STAINLESS STEEL THE BUILDING DEPT. PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE CONSTRUCTION,STRUCTURE,LANDSCAPING,CURBS,STAIRS,OR EQUIPMENT,ETC. 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 1 �e TOPCOAT-2 COATS COROTHANE 11 POLYURETHANE B65W200/B60V2 3, REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN PREFORMED BARS THE STRUCTURAL ENGINEER. AND THE PROPERTY OWNER'S REPRESENTATIVE,AT THE EXPENSE OF THE wq CONFORMING TO ASTM A615 AS FOLLOWS: CONTRACTOR. � 'Le �;,1Y71 PRE-PRIMED STEEL 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND SHALL REPLACE OR REMEDY,ANY t+ SSOWZ4 N4&SMALLER BARS GRADE 40 FAULTY,IMPROPER,OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE c-' #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'j A�'" ALUMINUM 8 COPPER ALL BARS AT CAISSON FOOTING.-.GRADE 80 OF THE WORK BY TiaO81LE UNDER THIS CONTRACT. y� PRIMER-DTM WASH PRIMER,B71Y7 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS 41^.:a*tk TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 4. FOUNDATIONS&SLABS:TYPE V.LOW ALKALI,CONFORMING TO ASTM C-150. A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(A.C.)CONFORMING TO 1s- IT SFMLL.BE THE CONTACT A OUTSIDE OF THE GENERAL CTE.ALL EXISTING TO PROTECT AND PIER/CAISSON FOOTINGS:TYPE V.LOW ALKALI,CONFORMING TO ASTM 20F-V12 LOCATE.OR AN AGENCY TO LOCATE,ALL UTILITIES 5-1E6(-,;;31,, CONCRETE MASONRY C-150 B. STRENGTH PROPERTIES: REGARDLESS OF WHETHER OR NOT SHOWN HEREIN.THE CONTRACTOR SHALL BEAR PRIMER-PRO MAR EXTERIOR BLOCK FILLER Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY L ,a TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH Fb TOP FIBER BENDING STRESS t000psi MIN. DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK Q R`- y ,ti?.� 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33.USE �,/ ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE.THE FR SHEAR STRESS 19Opsi MIN. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE ..,',4‘2, ` U- 06 CONCRETE STUCCO(EXISTING) MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 5B0psi MIN. PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND �r -'_ „ 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH FOLLOWING: C. MODULUS ELASTICITY 1400ksi MIN. ACCEPTED BY T-MOBILE. STUCCO D. CAMBER TO RADIUS OF 1800•U.O.N. • f' E R,� PRIMER-PRO MAR MASONRY CONDITONER 846-W21000 A. FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE, 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,POWER AND TOILET FACILITIES TOPCOAT-SUPERPAINT A-80 SERIES A479 SATIN A-84 GLOSS B. PIER/CAISSON FOOTING:1"GRAVEL. F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. AS REQUIRED BY THE PROPERTY OWNER,r-MOBILE,AND THE CITY OR GOVERNING .....> G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSUAITC A190.1 AGENCY. [EXPIRATION / AND ASTM D3737. DATE:h' WOOD 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, +",w PRIMER-A-700 EXTERIOR ALKYD W0090 PRIMER Y-24W20 ALKALIS,ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO CONSUMPTION. MATCH ADJACENT SURFACES 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94.NO SHEET TITLE: MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. SPECIFICATIONS &NOTES SHEET NUMBER: n REVISION: T... \„, PAINT SPECIFICATIONS 2 STRUCTURAL SPECIFICATIONS 1 GENERAL SPECIFICATIONS \-, 2 OJ 111; iI/1/1/I01 1111 TIIVSAND rn 51Y;N ..y+i 1_�,r, y HER e IL' .,.,::, A ., ! ,v-..1-1 r1,HER[IN.AS AN IN.,11sOMLN.( Pr- F I,.,I,,NAL S i,\ICE.ARE I E Ii1TI l RI1 J ,NITS:C Y.I �AND e ,;.I I.� .,- I .I,,-:; ,.-. 1 ,,, ,,,`A'11 // ,LLA..NL ARI..7 I..f ..,F:L,-.v 1.1 ,1.:OI,,.11 A(,I f_I,,lli.,,FHI,,,.I.,J11[.,I.IT IFIL,!FII iffl A,.Illi,..,f,l,_hTION,I Ih.I-INIt:,V.l4, IT IS 1!NI-,111,11 !:Ilii v '.FG} , t ,�� � , � -, - - ,. _ ,.. -- -„-.. " ,., .. ,. ,.-. I 11 ANY L.,_CN7 AMEND ANY SL LrftALJlIvG.`.t,t111�lI,tliL Vv,iI11GN 1Pr'h,.VnL OF III fK17FE�tii TNA?UI-I'f d)R!'l. • T LEGAL DESCRIPTION: 77 LEGAL DESCRIPTION UNAVAILABLE :\ UPON ISSUANCE OF THESE PLANS T 12920 SE 38TH 80 / BELLEVUE,WA 98006 ��� �, o, CROWN C P��F pP =-- =''•1� cx:: CASTLE GJ� �, ° i� f id 1505 WESTLAKE AVE N,SUITE 800 GG[i� �j fi "4 SEATTLE,WA 98109 =`= INFINIGYg., -,,,,k,. FROM ZERO TO INFINIGY ' ' , the solutions are endless 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 '"'I,1 ill ; JOB NUMBER 516-001 ���� T-MOBILE SITE: 41.11),�.�� P001373B gpP� GREENBURG ! 1�"V� EXISTING ASPHALT CROWN CASTLE SITE: PARKING LOT BU#:824338 ,„ EXISTING TREE SAN DIEGO .c� ��}� I :„ (np) :' i , 11744 SW PACIFIC HWY EXISTING EDGE OF W ��' TIGARD, OR 97223 ,��4�► \ Z �� ASPHALT(TYP) 11.. � v }I ` , } CITY OF TIGARD I �` 0.-.A IN"- 129'-10" MONOPOLE TOWER -��i/ ,1/4a.* o �. CC 1 air �� DRAWINGS ISSUED FOR: 'IA ,I�»kit ,,,---.-:,,I.0 �� .fir,��� "hr/1":111/4s10:.0,,,,,,,.....1,1, REV. DATE DRAWN DESCRIPTION ONOC i, `ij1 z _ L-\\ ,�a 1 -►�� �� I� 0 0811818 CAP 100%CONSTRUCTION MAK 0,,,,,,,,,,,_ `" 2�� APN: 1S136CCO2100 t.Atir F4,44(;\.. . ` .A \ �,�j' ')- .��� EXISTING T-MOBILE LEASE i ,,ale. \ j �► /� AREA WITHIN EXISTING 0 11 �� \ +� ! CROWN CASTLE COMPOUND�`w.' O'�T jI�Iyy{ � o — . '�j(J ry�t*1r' �'/� ►�` N. '�1 `.>•, '❑ . WI I 1 3 , ,n0 EXISTING TREE • I (TYP) r ! 1 � '' 7'*93 14 8-16-18 , �� l- cnv 7 , , sI MI — —Alt, 1i\,;1� g 0 'E,- G ' '! <S.,;(V,' 'SO, VbtP .�'��� #4 I EXISTING �}I� :nom w "; ��P' _+,\�1_. BUILDING 1 bad i_ 1:0� . 1P' 1 ��1O ! N fSHEETTITLE: -. 4, ,•r. 1►,\'i I%' OVERALL INFORMATION CONTAINED WITHIN DRAWINGS �1'� t'}� >(� SITE PLAN IS BASED ON PROVIDED INFORMATION AND IS �A , NOT THE RESULT OF A FIELD SURVEY. 1V .4,44 I SHEET NUMBER: REVISION \j OVERALL SITE PLAN x = A- 1 0 22"x "SCALE 1" 20'-0^ ,AN INN]FLUME..NI- (k 14 i:,,,-, AI si.., u,,An, it ni.,t , u ,, ,1 ,int -. it"1T SCALE: ' I,i I rat. r n,t,�E_n.�t.t C csi„ Nr ,�t,.r .n i{t.l+t.N.. MIN! I tt,�c„iv i rat�,a,t,t,:AN( ARE Al: t.,ut ,.,t-,,,,a t.w,t-_,�n t„rpt .OF 11 if ,,,,n i,rti ,,.. � �, ,. _.. .4. " .L _,<I.I .1111E tn,l,. N 1Llll.11,..Flii,_..,rf lNf iNit,,,_L„ II IS UNL,�.,ItIi.IJh AI,IfPEh�UN t�.Ah91.NCAd�<,�f"!,-Inl-il t.bL 1)(L4VVtI;,.,Mit UUl- hi( f.;II IFN PI{'Vi JYAI.t?I IJ ii {Fi,rL`,til JAI JF Rp,i(;p. FCOA CABINET SCOPE OF WORK-SEE RFDS NOTE: INFORMATION CONTAINED WITHIN DRAWINGS • INSTALL(3)ABIA,(1)ASIA,(1)ASIK,(1)ABIL AND EXISTING/NEW TOWER-MOUNTED IS BASED ON PROVIDED INFORMATION AND IS (2)AMOB INSIDE(1)PROPOSED FCOA CABINET EQUIPMENT NOT SHOWN FOR CLARITY NOT THE RESULT OF A FIELD SURVEY. SSC CABINET SCOPE OF WORK • UPGRADE TO 400A DC 12920 SE 38TH ST • INSTALL(1)RECTIFIER BELLEVUE,WA 98006 440' 'i' p I CROWN PROPOSED T-MOBILE \'7"-- ` a%:: CASTLE APPROVED LED WORK LIGHT \4 \` 1505 WESTLAKE AVE N,SUITE 800 PROPOSED T-MOBILE SEATTLE,WA 98109 ©Q©©0 INSTALL NEW CANOPY ABOVE myw��g FCOA CABINET(SEE ALL T-MOBILE EQUIPMENT i.. il \\\1 4'''''' NOTE ABOVE) 1 '` EXISTING T-MOBILE e fj FCOA CABINET EXISTING CONCRETE PAD __L !O f� *_ - _ ;--- I N F I N I G Yg / *_____„„,,,,:__.-•— FROM ZERO TO INFINIGY EXISTING SSC CABINET 2 \ (SEE NOTE ABOVE) �. \ N' H AVEesSE,SUIns are endless I \ 50 116TH AE SE,SUITE 210 w I BELLEVUE,WA 98004 / EXISTING GRAVEL ��- �7' � � JOB NUMBER 516-001 fQ .� I ACCESS AREA ib f�� �� T MOBILE SITE: IT__ ` OA 1►,a► P0013736 I GREENBURG �' I _, �,74 _ �. y / `�, z-r / #1 I I +7 j? . �' ' "'I CROWN CASTLE SITE: \‘; \v // it -� � �� �` / "'� ,r��i �.�►. j BU#:824338 1i—� w�� 1u f �� taw .: . SAN DIEGO ♦ .-4'N V' r,,►' 7 lkir ii, 1r- ,r v v ler v V IP'II 7 '• ...�. x--'"°^"` \ ".1'."� 11744 SW PACIFIC HWY ► +�++ � ' �I ��+ ++� �► {� EXISTING H-FRAME EXISTING GRAVEL I ++a++11 •* 4 ♦�►�► -� ►�►• .f COMPOUND AREA TIGARD, OR 97223 1 ♦+4►+*♦4l!' ♦pit♦+♦ ♦+1►; r► i � .404V1' ♦�►�+ \ i • I, � ' r �► ♦ tt \, I CITY OF TIGARD I ++i*► ++,►i + 'a!ik 411 ►++++moi►+ + + i +,►+r►♦ s+�► 4 ' �s• I 4I ` 129 10" MONOPOLE TOWER 1 4 tit j>t_ �1►++R+��►1►,►, ++�► + R�.2. 4 ► ►+►�#►�►+ r►,��+►�►�1 �►�,+`►+#+ ►+ �, 41% 4111111kExIsrING :" f �^ +'►�itttttt ttti �I�+1 4 � +�� + ++ a * MONOPOLE TOWER Ej •.�j�;+1 i► � EXISTING T-MOBILE COVP 11101.,) t +t♦ +tt t� +# ,4� EXISTING H- DRAWINGS ISSUED FOR: 1 ' {I ii1lr•�+i ♦♦ ♦*++!�t1►�I,f►' �i►+++ +++'► +* ►�►i►♦,r+i+�+ '+++ FRAME(TYP. \a ax.3 REV. DATE DRAWN DESCRIPTION OA/OC tI Ilf .�1 -. ) \ \;\¢ :All'.11;110-''' • 111111 I i �#^ I 0 08!10/18 CAP 100%CONSTRUCTION MAK r arn Y 7 Y Y Y w w w w w v t w Y w lose- w w w + w < 'w + • .` . . v r �' ..,..:,,..,•,....... i 4 .. ►�+ +� +++••+' 4rAr + ���♦+�► ♦+i4 ►+�►+,ii i* ►� �1++ ,i+� +►+s+++�r+ ► r�� ` . . ,� , '` :::,:.:. , ..„:„. „.... 1 -4100 `�iA.�►.� �*l A � �•wi�►��►+��r.�� i►�_+� �IL.+. EXISTING T-MOBILE ICE R N , R X , —%— iiiy ,^..–.z•.^�,—, ^�.-X ....–, — Y : fi , —,.–^--, �:.—,...®M —,—, EXISTING CONCRETE BRIDGE(TYP.) I � �}d�t,, EQUIPMENT PAD ♦ N EXISTING T-MOBILE I �y � C��J.`y��,.araq O._ EXISTING T-MOBILE EQUIPMENT LEASE AREA © `� ITI ICE BRIDGE(TYP,) \)/---- WITHIN EXISTING CROWN 7 �e% EXISTING CHAIN CASTLE COMPOUND Ili y LINK FENCE .-� 4. 8 16 18 REMOVE(3)FLRB'S PROPOSED T-MOBILE 0.O t� - s ?� '� • Sae rV s ~ - COVP -`"� ` — y��I" '-.'moi a "A .- , c: irk.. \\)/..--- -- \ \ � �,,( \ NSHEET TITLE *___,--,— G:"7— '''�I I I� \_1 \` ENLARGED SHEET NUMBER- REVISION: \ 11"x1rSC �=1' ' I—; 1 ENLARGED SITE PLAN 22"x3^SCALE:1/''=1'-0- \ —G / 2 ENLARGED EQUIPMENT PLAN t 4 Z.. h 1 1. ,i n, ,, _ .,.-... ..... , .. .. . ._ 4 ! 1'1,14,1_1,1T , r. A:, 'x ♦ , r �. ,- . 2"i n .:a... .. .. . 1" r SCALE' /8". '-0" 1.I � ,..,ratut.�r<uniiu..,, „n[ nFSh,.,.N C,,l ul,7�i Itlr,..�,.nsnranv Ir,7.,.[,r.�,t,I�,t..,, rr�,.t „��I, t, Ilr t, :,, , �� � „ ,. � . : 4 �...� f. ,. ..r.'JfI.�,.Y.L....+iJl..fl,l...l..11._t,f,,.l..�.7 NHl,Li..Vl.f,l f.vii,i-i)h_II,..f.1:,C..,f....i.,k�I�lif,U71ti1 ,lF,SFr!.; 17..7 i„r v i � t _� ,.,. ,. ,n-2"n . ,. :, :. .... _.... I ,._ 1..J NI h,t�l,t ,_.I I;,C-h�.t.,l'1_,.l,.,F„2"N lLh.`��:,J..,Ah.JL.kUr\rat n.r',.Si1F 7'110.+L L(tA4Vi Su, .,1111UJ:lhlE lNhl?}FIJ r\�'t^Li0`dAt t,l llil.l-!,�[f '�I,,NAL,If f'd(101fdf TOP OF HIGHEST APPURTENANCE TOP OF HIGHEST APPURTENANCE ELEV.=±136'-10"AGL ELEV._±136'-10"AGL I. T ' ,. ',,--:. (,)o.,,, , , © EXISTING T-MOBILE ANTENNAS IV TO BE REMOVED(TYP.) / TOP OF EXISTING T-MOBILE ANTENNAS PROPOSED T-MOBILE SITE PRO 1 �, ELEV._±135'-10"AGL HANDRAIL KIT#HRK12 TOP OF EXISTING T-MOBILE ANTENNAS 44, ELEV=t135'-10"AGL 12920 SE 38TH ST 00 BELLEVUE,WA 98006 4 OF EXISTING T-MOBILE ANTENNAS WW 4.OF EXISTING/PROPOSED T-MOBILE ANTENNAS (1 ELEV.=±131'-10"AGL 7 ELEV.=±131'-10"AGL TOP OF EXISTING MONOPOLE \ TOP OF EXISTING MONOPOLE ELEV.=±129'-11"AGL ELEV.=±129'-11"AGL$ CROWN PROPOSED T-MOBILE ANTENNAS PROPOSED T-MOBILE SITE P e RO1 CCO CASTLE fi I"WITH ASSOCIATED EQUIPMENT PLATFORM REINFORCEMENT KIT#PRK1245 117MOUNTED TO EXISTING TOWER Ilk All 1505 WESTLAKE AVE N,SUITE 800 VX MP SEATTLE,WA 98109 THE: • INFINIGyg • THESE DRAWINGS ARE NOT INTENDED TO BE A VERIFICATION THAT THE MONOPOLE OR MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED LOADING. FROM ZERO TO I N F I N I GY VERIFICATION THAT THE EXISTING MONOPOLE AND the solutions are endless I MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL 50 116TH AVE SE,SUITE 210 BE PERFORMED BY A REGISTERED PROFESSIONAL BELLEVUE,WA 98004 ENGINEER PRIOR TO CONSTRUCTION, JOB NUMBER 516-001 • CONTRACTOR TO REFER TO THE MONOPOLE STRUCTURAL ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING II I EXISTING ANTENNAS BY WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCTION. T-MOBILE SITE: OTHERS (TYP.) II PO01373B GREENBURG EXISTING ANTENNAS BY II CROWN CASTLE SITE: OTHERS (TYP.) BU#:824338 II SAN DIEGO I II I II 11744 SW PACIFIC HWY I EXISTING MONOPOLE I I EXISTING MONOPOLE TIGARD, OR 97223 CITY OF TIGARD • EXISTING 7/8"0 COAX 11 EXISTING 7/8"0 COAX CABLES INSIDE EXISTING CABLES INSIDE EXISTING I I MONOPOLE TOWER TO MONOPOLE TOWER TO 129'-10" MONOPOLE TOWER REMAIN.REMOVE UNUSED I i REMAIN.REMOVE UNUSED II COAX CABLES AS REQUIRED. I I COAX CABLES AS REQUIRED. I EXISTING HI-CAP HYBRID141/ EXISTING HI-CAP HYBRID DRAWINGS ISSUED FOR: CABLE TO REMAIN I I CABLE TO REMAIN I REV. DATE DRAWN DESCRIPTION QA/QC II I 0 08/18/18 CAP 100%CONSTRUCTION MAR I I Ib (1)PROPOSED 175' T-MOBILE HI-CAP I Il HYBRID CABLE ROUTED ALONG EXISTING CABLE PATH INSIDE EXISTING I 11 MONOPOLE TOWER TO PROPOSED T-MOBILE TOWER-MOUNTED EQUIPMENT I II ink 3 J I II I 11 >�PIRi II he- ‘...., WJ I I I - II -_ I. 8-16-18 �. I TOP OF FENCED II I TOP OF FENCED• 0E.,'; 1 b' I At / EQUIPMENT COMPOUND ELEV.=7'-0"AGL I I / EQUIPMENT COMPOUND pO}' [ $ ELEV.=T-0"AGL S [ RA_tl_N Di„,„„,,,,,„......... �-�(J".?o a o .3" GRADE LEVEL «. r ,,,.....«.., GRADE LEVEL ... ....,..« .. wS. ........ .... 'r 0.h •.e . • Ow*' .. SHEET TITLE: ELEV.=0'-0"AGL ELEV.=0'-0"AGL TOWER ELEVATIONS "NOTE:GROUND EQUIPMENT "NOTE:GROUND EQUIPMENT SHEET NUMBER: REVISION NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY A-3 0 \,,2 EXISTING EAST ELEVATION 22"x34"SCALE:1/8'1'� I PROPOSED EAST ELEVATION - 8. ,/ 22"x34"SCALE:1!8"-1'-0" 11"x1T SCALE 1/78"�1'-0" 8' 11x / 1 .,,,. ,. � ., -e-., -.I .� .� , -. is N. r- .. r i - r r �- J/t i� .. t,iC NT 1 I.Ii.IAAfJLC tic Iii f,t. t c. r, ', ,..t.. ,.. �.. � i�nr_ �... �:,..... ...., ,•.... ... . .., .. _... . .... _. ii I h �I. 1. 1.1.,N .y ..if JcfiJi.fi...(N.1..N IN14,UI.C'J. t.I. Ji .,I..f�1.�l,SUN lI-, INI.f,...C{T,Y OF lNi qv ice...ANN AHE � ri.T T,; ,.. (, i ,�l- ,,n..t r r . r_:r ..... „.-,. ....,. _. ..._.. ,. N_l1. .Lt.L(.h„II.I.r. .h.Nl.,rtl,l.,15..111r f�i,....t-1..Y.IiHJU71h11_Vefa,1T...n A4llilulilcATIUN JfINI INI�1,li.,.l,IN UNLA<4(U4 fciH ANY{MINN f,.F�LhGANi4Yi�t=c,(uF llit_bt l�[;Al'JIN..vl1t711t1UT IN(1'J;;IITGN,1f`4'IirNAL t.l NIL l'mr f)'JA.00 Rf(.r)RI). EXISTING ANTENNA/CABLE SCHEDULE NOTES ANTENNA RRH TMA AND/OR COMBINER HYBRID CABLE(HCS) COAX 1.CONTRACTOR IS TO REFER TO T-MOBILE'S MOST CURRENT RADIO SECTOR MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH FREQUENCY DATA SHEET(REDS)PRIOR TO CONSTRUCTION. T , , ,,, , : ,_, • Al ANDREW TMBXX-8517-A2M(QUAD) 82.9" 15° 131'-10' 1 FRIG — — 2.CABLE LENGTH IS APPROXIMATE.CONTRACTOR TO FIELD VERIFY CABLE A2 — — — — — — — LENGTHS PRIOR TO ORDERING,FABRICATION,OR INSTALLATION OF CABLES. A A3 RFS APXVFW W24X-C-NA20(HEX) 98.0" 15" 131'-10" 1 FHFB — — 3.PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT. 12920 SE 38TH ST A4 ANDREW T0.1BX-8517-R2M(DUAL) 82.9" 15° 131'-10" 1 FXFB — — 4.FOR ADDITIONAL HYBRID CABLE INFORMATION REFER TO SHEET A-7,DETAIL 1 BELLEVUE,WA 98006 B1 ANDREW TMBXX-6517-A2M(QUAD) 82,9^ 135° 131-10" 1 FRIG — — B2 -- — -- — _ _ _ 2 7/8"COAX 4180'-0" B1 HI-CAP HYBRID CABLE 175'-0" GROUND EQUIPMENT: B3 RFS APXVFW W24X-C-NA20(HEX) 98.0" 135° 131'-10" 1 FXFH — -- 18 1-5/8"COAX *180'-0" • (3)ABiA B4 ANDREW TMBX8517-R2M(DUAL) 82.9" 135° 131'-10" - FXFB - — • (1)ASIA CROWN Cl ANDREW TMBXX-8517-A2M(QUAD) 54.7° 255° 131'-10" Ill FRIG/FHFB 4 COMBINER • (1)ASIK C C2 — _ -- — — — — -- • (1)ABIL a: CASTLE C3 COMMSCOPE SBNH-11065C(QUAD) 98.0" 255° 131'-10" - FXFB — — • (3)ESMB D Di COMMSCOPE-HBXX-3817TB1-A2M(QUAD) 54.7^ 255' 131'-10" 1/1 FHFB/FRIJ 4 COMBINER • (2)FSMF • (2)AMOB 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 PROPOSED ANTENNA/CABLE SCHEDULE ANTENNA RRH TMA AND/OR COMBINER HYBRID CABLE(HCS) COAX INFINIGY g SECTOR MODEL SIZE AZIMUTH RAD CENTER QTY. _ MODEL QTY. MODEL QTY. TYPE LENGTH QTY, TYPE LENGTH Al ANDREW TMBXX-8517-A2M(QUAD) 82.9" 15° 131'-10" 1 FRIG — — A A2 — — FROM ZERO TO INFINIGY A3 FFHH-65C-R3(OCTO) 95.9' 15° 131=10' 1/1 FHFBIAHLOA — — the solutions are endless A4 ANDREW TMBX-6517-R2M(DUAL) 82.9" 15° 131'-10' 1 FXFB — — 50 116TH AVE SE,SUITE 210 BI ANDREW TMBXX8517-A2M(QUAD) 82.9" 135° 131'-10" 1 FRIG — — BELLEVUE,WA 98004 B2 — — — -. — _ _ _ 1 HI CAP HYBRID CABLE 175'-0' 2 7/8"COAX *180'-0' JOB NUMBER 516-001 B B3 FPHH-05C-R3(OCTO) 95.9' 135° 131'40" 1/1 FHFBIAHLOA — — 1 NI CAP HYBRID CABLE 175'-0' 16 1-5/8"COAX *180'-0" B4 ANDREW TMBX-8517-R2M(DUAL) 82.9" 135° 131'-10" - FXFB — — T-MOBILE SITE: Cl COMMSCOPE HBXX-3817TB1-A2M(QUAD) 54.7" 255° 131'40' 1/1 FHFB/FRIG 4 COMBINER C C2 — — -- _ — — — — P001373B C3 FFHH-55C-R3(OCTO) 95.9" 255° 131'-10" 1H FXFBIAHLOA — — GREENBURG D Dl COMMSCOPE-HBXX-3817761-A2M(QUAD) 54.7" 255° 131'-10" 1/1 FHFB/FRIJ 4 COMBINER CROWN CASTLE SITE: BU#:824338 SAN DIEGO 11744 SW PACIFIC HWY TIGARD, OR 97223 3 RF SCHEDULES NOT TO SCALE CITY OF TIGARD EXISTING T-MOBILE ANDREW EXISTING T-MOBILE ANDREW 129'-10"MONOPOLE TOWER TMBXX-6517-A2M(QUAD) TMBXX-6517-A2M(QUAD) PANEL ANTENNA TO REMAINPANEL ANTENNA TO REMAIN (TYP.OF(2)TOTAL) ,r EXISTING T-MOBILE PLATFROM 2r ASSEMBLY TO REMAIN (TYP.OF(2)TOTAL) EXISTING T-MOBILE PLATFROM ` ASSEMBLY TO REMAIN DRAWINGS ISSUED FOR: ` _4,- /4 n EXISTING T-MOBILE PROPOSED T-MOBILE FFHH-65C-R3 PANEL REV. DATE DRAWN DESCRIPTION OA OC EXISTING T-MOBILE FRIG TO ^ EXISTING T-MOBILE FRIG TO REMAIN OF(3)TOTAL) Q 0(- La C APXVFWW24X-C-NA20 PANEL ANTENNA ANTENNAS MOUNTED TO EXISTING TOWER; (TYP W REMAIN(TYP OF(3)TOTAL) 2 TO BE REMOVED(TYP.OF(2)TOTAL) isk PAINT TO MATCH EXISTING(TYP.OF(3)TOTAL) 0 08/18!18 CAP 100%CONSTRUCTION MAK EXISTING T-MOBILE FRIJ TO . yQ EXISTING T-MOBILE FRIJ TO +'tE d/©� REMAIN((1)TOTAL) I* REMAIN((1)TOTAL) W W F __ y YENNP ��ti e..,. • NEW T-MOBILE ink jag" ��' . `: .`.. „.4....„,,,,,..........,,....... � AHLOA (3TOTAL) ®®® , �.�=v �! PPNE,PN255 * `+�` . �_� AL Art .,,...,r c-.... • Pl' ►f1t\ . tlll\\t\\ � EXISTING T-MOBILE FXFB TO i\\I\\r ., ,� 111111 11\\\\ \it . ' �'``�”� .. . \rrl ?�e.wi„ � o'`,, .�� �....-. '°s -* EXISTING T-MOBILE FXFB TO ` J iENNP„p, \It\\tt\t 0 '' �.�`"" �.-""a..-4--""••�� :`"' REMAIN((1)TOTAL) 11\r \r1�'�., r�� _ . s::. trttr �"y- .�+. REMAIN((1)TOTAL) P PNE1 255 \\1V\\\\\ ''''''';--',-,. ... ..:1:,,,--.,:-.,-,-z.-„--.-- y a h+ PROPOSED T-MOBILE SiTE PRO 1 41, .00"\ t, - , ..•• ,, .,, ."" "\111\\111\11 < y. 111rrr .�...-.. _� 1�, \\„t11r1\ill ��y PLATFORM REINFORCEMENT KIT tl\r\\Irr\\\il EXISTING T-MOBILE ♦�•� �� ti `!` 10:1 i 1/� #PRK1245 ''� rllluar\rrrr "' ., t� r/ 1/!/. �'• \\11UIt1rtlt r►j%ij/%i COMMSCOPE SBNH-1D65C 1111\\r1\i\\1rt �1� fAlli /� / �, r �@E ` ,, (QUAD)PANEL ANTENNA TO 1\\11\\\11\\r\� / / ; ® NPS C' 4\r\r1 E % ` 1V 1\" 1\11 J"It' I�/�f////I I'� PNjEN rNl1\\11 ir.�Ilu� f� C?: ti BE REMOVED((1)TOTAL) �� /// fj/. (1111i/// /' P PNE Pl.255 X\I111r\11\rll� �Il'f/1///l/�\\\\IUIU\ii- //�� / rlrl\\tr\\1r,1 y ,I/�/!I///� PROPOSED T-MOBILE �' •R•« ti'47` ' NPS„G' 1\Uir11.1t1it O/�'ri/ �`/, .= l\1\\lt i/ 1.4.-�/j� 0/W© �.��_ /// / COVP(1 TOTAL) '-” pIEI P,,,i 1 115;1111\111111 /l/j{//%j�%/// EXISTING T-MOBILE COVP , 1111\\l1\11 '�//I��/�/f/fig ' ���� �r///j///// \t\NI:11""ti:i:'‘:1.11:1‘‘‘‘.:4,,,' 4hy(///r// ?t P1.25 1111\111\\l1\1 ! % / EXISTING MONOPOLE TO REMAIN(1 TOTAL) }11I / �/ :. 8 16 18 • 1\\\\llli�ll / TOWEREXISTING MONOPOLE 11r / / • v11\\i\\r\1 tl � Er\\\1 l //��j�l/ /jTOWER 'Q4c, x 34 *;ji1\U\\\111\\/ / PROPOSED T-MOBILE PIPE TO PIPE __ .: EXISTING T-MOBILE COVP 1, +* OI\ �111� // f/!/ o �6� K 1TO REMAIN((1)TOTAL) 1111r11�� 1 f✓/%/ '" 9y� CLOMP SET,TYP. \\ \\ISA!% //% � 9y! .0 s \611 // 9 t1 \� %e Ark //% 9�Y� PROPOSED T-MOBILE SITE PRO 1 EXISTING T-MOBILE COMMSCOPE /// ,y, iI y�f // FHANDRAIL KIT#HRK12HBXX-3817TB1-A2M(QUAD) ���y ' M ?3o , , , A��i ��).�61PANEL ANTENNA TO ��'� o • EXISTING T-MOBILE COMMSCOPE i► '► '" 9-. 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HBXX-3817TB1-A2M(QUAD) PANEL ANTENNA EXISTING T-MOBILE N R MAIN(TYP.OF(2)TOOTAL) COMBINERS TO /SHEET TITLE: PROPOSED T-MOBILE SITEPR011 N ANTENNA PLANS EXISTING T-MOBILE REMAIN(8 TOTAL) EXISTING T-MOBILE ANDREW X-STRONG PIPE MOUNT CONNECTED COMBINERS TO EXISTING T-MOBILE TO EXISTING PIPE MOUNT USING EXISTING T-MOBILE FHFB TO TMBX-6517-R2M(DUAL)PANEL REMAIN(8 TOTAL) ANDREW TMBX-6517-R2M NEW SITEPROI SCP10K PIPE TO & RF SCHEDULES REMAIN TYP OF 4 TOTAL ANTENNA TO REMAIN(TYP.OF (DUAL)PANEL ANTENNA TO PIPE CLAMP SET(TYP OF(3)TOTAL) ( ( ) ) (2)TOTAL) EXISTING T-MOBILE FHFB TO REMAIN(TYP OF(4)TOTAL) REMAIN(TYP.OF(2)TOTAL) 1 ' SHEET NUMBER' REVISION /� w0 LAN SCALE 1 PROPOSED ANTENNA PLAN NOT TO \,.., H 4 EXISTING ANTENNA P SCALE -r r c s f ,,, :, . — SCALE fJ1, ) ,.1.11N1 ANN Ill III 1/110_til;�> v,r.r-f? /,Ir -f'- ��..: ti •r t r ,. . - [ , I , fII_�I..[NI , AN,N..th,1,1f d.....i IC,_..NAl°,1 ,.0.,E.,Al'AR_,PI I nJE„1 II LNI1fT1,} i.c.ANN r, NE ,- , - r.. ,. ,,, �. . 4 ,� , ,, .. .,_, , 1... f (.�tlJ,11 ..E, Ai.�.v.li,r_LCl,.N.,aHi.f.�,c.,71.Ir.f1,0..t.�..IS,Ji 11101111kil:,y„filllL.11A,.11r,.,{i°.AiI,.�N°rr �vl�iF.f,�,Y,r�c..1:1,�1-iidL,lrAf l.,.r-�,11._,4N,II;f,:.Uti't f,I7ttJ1f M:}1til•t:TtVl it b[Iifl:lVJl ..i'Jlltii l' I •• " - ^`-ri, �-,r. -;�---,�. M i l 1 il.t�Rli rEr AI,f,r�i Al 1.1 .i{f.1 . ,c a�IJNAL,.1i�I,H.Uhl1. GENERAL GROUNDING NOTES: RAYCAP:ASUTYPO1(RNSNDC-7771-PF-48) dommis �9 1. TO ENSURE PROPER BONDING,ALL CONNECTIONS NOMINAL OPERATING VOLTAGE: 48VDC NOMINAL DISCHARGE CURRENT: 20kA 8/20ms SHALL BE AS FOLLOWS: MAXIMUM DISCHARGE CURRENT: 60kA 8t20ms - i ` a • 2. -#2/0 BARE TINNED SOLID COPPER CONDUCTOR: MAXIMUM CONTINUOUS EXOTHERMIC WELD TO RODS OR GROUND RING OPERATING VOLTAGE: 75VDC ' ' 12920 SE 38TH ST 3. -LUGS AND BUS BAR(UNLESS NOTED OTHERWISE): VOLTAGE PROTECTION RATING: 400V BELLEVUE,WA 98006 SANDED CLEAN,COATED WITH OXIDE INHIBITOR AND CLEARANCE: FRONT:36" BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS TOTAL WEIGHT: 19 lbs. �' 'I SHALL BE COPPER(NO ALUMINUM SHALL BE IlaINDIMENSIONS: 20.0"x19.0"x6.0" 7� PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND ANTENNA BRACK TMOUNTING1:• CROWN CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. b����� 4. ALL GROUNDING CABLE IN CONCRETE OR THROUGH . 1 CASTLE WALLS SHALL BE IN 3/4"PVC CONDUIT. SEAL AROUND ASSOCIATED ASSOCIATED ASSOCIATED 1505 WESTLAKE AVE N,SUITE 800 ANTENNA ANTENNA ANTENNA CONDUIT THROUGH WALLS. NO METALLIC CONDUIT EQUIPMENT BACK MAST EQUIPMENT MAST EQUIPMENT MAST 6 0" SEATTLE,WA 98109 SHALL BE USED FOR GROUNDING CONDUCTORS. (I.E.RRH/TMA) (I.E.RRH/TMA) (I.E.RRH/TMA) 5. OWNER'S REPRESENTATIVE WILL INSPECT - ^ _ NEW PIPE MOUNT EXOTHERMIC WELDS AND CONDUCT MEGGER TEST _ COVP MOUNTING INFINIGY g PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS #6 AWG(TYP.)- #6 AWG(TYP.) 19" REQUIRED. BRACKET 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL GND BAR GND BAR GND BAR ' 'I FROM ZERO TO I N F I N I GY BENDS SHALL BE A MINIMUM 8"RADIUS AND NO (CIGBE) (CIGBE) COVP (CIGBE) I; (2) U-BOLTS \ o the solutions are endless GREATER THAN 90 DEGREES. 7. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION NEAR NEAR NEAR I Ili Ir 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 ANTENNAS ANTENNAS ANTENNASJOBJOBNUM9ER 5111-001 MANAGER WHEN THE GROUNDING SYSTEM ISCOMPLETE. THE CONSTRUCTION MANAGER SHALL _ I I INSPECT THE GROUNDNG SYSTEM. T MQBILE SITE: 8. THE PREFERRED LOCATION FOR COAX GROUNDING IS INSULATED GROUND(TYP.) AT THE BASE OF THE TOWER PRIOR TO THE COAX ii!1 N P0013736 BEND. BONDING IS SHOWN ON THE ICE BRIDGE DUE TO GND BAR AT TOP OF TOWER I -' , t GREENBURG DIFFICULTY WITH WELDING OR ATTACHING TO TOWER (CIGBE) WITHOUT INSULATORS ' LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION ili COVP MANAGER PRIOR TO PLACING CIGBE ON ICE BRIDGE IF { CROWN CASTLE SITE: MOUNTING TO TOWER LEG IS POSSIBLE. __ 9. BONDING OF THE GROUNDED CONDUCTOR(NEUTRAL) 824338 AND THE GROUNDING CONDUCTOR SHALL BE AT THE BUSANN DIEGO SERVICE DISCONNECTING MEANS. BONDING JUMPER EGO SHALL BE INSTALLED PER N.E.C.ARTICLE 250-30. SIDE FRONT 10. SEE GROUNDING DETAILS ON SHEET G-1 FOR 11744 SW PACIFIC HWY ADDITIONAL GROUNDING INFORMATION. TIGARD, OR 97223 5 ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES (TYPICAL) NOT TO SCALE �} A COVP DETAIL NOT TO SCALE CITY OF TIGARD MANUFACTURER:COMMSCOPE AHLOA RADIO MODULE 129-10' MONOPOLE TOWER MODEL:FFHH-65C-R3 HEIGHT 22" WEIGHT:127.6 LBS WIDTH:12" DIMENSIONS:95.9"X 25.2"X 9.3" DEPTH:7.5" FREQUENCY:REFER TO RF DATA SHEET MECHANICAL LT " WEIGHT:83.8 LBS / DRAWINGS ISSUED FOR: 9 3 ` BRACKET X X • ;- NEW DOWNTILT ANTENNA REV. DATE DRAWN DESCRIPTION QANOC PLATFORM MOUNTING BRACKET AND _ 0 08110!18 CAP 100/CONSTRUCTION MAK y 25.2" I I 12" 7.5" HANDRAIL KIT MANUFACTURERNTENNA ;1' N. NISI__Mill ___IMF MIN M_�s INNNEW T-MOBILE RADIO ` W--� _� 1 i K•} _�•• MOUNTED TO M �I EXISTING/NEW PIPE MOUNT a ��N�1 WITH MANUFACTURER TOP l.1 —�.�� —mwmix4.444am SUPPLIED HARDWARE - --NE 25.2 rn EMM: INI MEIN 111111111 ,yb �".CC:i ;r X X NEW T-MOBILE ANTENNA 93 I ` • EXISTING/NEW MOUNT PIPE— 14 NEW ANTENNA MOUNTING 4 8-16 18 FRONT SIDE KIT BY ANTENNA �° e, Ci •�? ,_ MANUFACTURER ,. ld/ IAr� t,,,,`t" RF CONNECTOR,TYP • ,���OPY EfFil � t BOTTOM eft k I 12" STAND OFF ARMZ J ,, + �''� �I( OR PLATFORM ( ��®�� �E ^�(1^.1Q� NEW JUMPER CABLE p /SHEET TITLE. RF CONNECTOR,TYP " , in [ 1 EQUIPMENT FRONT SIDE TOP SHEET NUMBERDETAILS I ING/NEW MOUNT PIPE . REVISION NOTE:ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. 3 ANTENNA DETAIL SSE 2 AHLOA DETAIL NOT 1 MOUNTING DETAIL NOT \,.. 0 / I �.U(..,1:rll AND II.IVI A-INL1- I„,,,;,N .kit../i 1 -I.-ti , NT , TT:: S- ,, , -r. t'1_ , ,. ,-,-, T , ., ,.._.. -. .i t... i [r-. _ i.,�-�.it..cU .n,-.aNr..ir, .[..�.c;I.I, rt...:.rl,�l..-a„:_t-Altk. Ilt.l�,..1, Ilrv,�F-,Ni�.�, , lu:n AND _c ,, i.. � W11,,I n, -,..., ,, � ... ,.,. . , :-. - ,, ,, .: .... . . ...... Sr E NC ,_.! 101,F 0,1 1RI,.LL._r.:N Cre17l,IC,i..,l H�I11,2uaL_.fS Wilt 1,)M i,I�..FIt3LRf Al itka,�„r�p1iJ,.. -INI-:h:t.l �lt,.l�l�5'UN(„Nf-,Il t���1;.41V{I[inv�iN 1„Afxi1.NG AN,A;PC,'I Of 111t� Uf7+1NJW,,,',.ilIiHOUI 1111 ^-lFIT7f1'AI'f3AOVAt i 41Hi l'NRI.Ofi1F,`pn4i. 1MA1,IUFACTURA: NOKIA MODEL: ASIA UNIT DIMENSIONS: 8.6"x142"x1.7"(UNIT ONLY) e WEIGHT: 6.6 lbs(UNIT ONLY) T - - 2,2- i ,7., s, ,_ ,, ,I,_ , PRODUCT DATASHEET RADIO FREQUENCY SYSTEMS HB158-21U6S12-100M-01 The Near Choice " v~ 12920 SE 38TH ST SYNC OUT Mom BELLEVUE,WA 98006 EIF3 DCIV EAC SR101 EIF1 EIFS HYBRIFLEX® RRH Hybrid Feeder Cabling Solution 6x12, 4 AWG, 1-5/8", Single-Mode Fiber, 100m CROWN l■l• it,, •`"` f Technical Features ali: CASTLE rni 11 0 atn6011 0 pr. , 1S.•0000 3 0 00 C •y • n STRUCTURE 1505 WESTLAKE AVE N,SUITE 800 ' Cable Type HYBRIFLEX® SEATTLE,WA 98109 "---""`"ft a Size 1-5/8" -----.„Norl Length m(ft) 100(928) GROUNDING SEI1 EIF2 MECHANICAL SPECIFICATIONS I N F I N I Y$ SEI2 EIF4 LMP Outer Diameter Nominal mm(in) 50.7(1.99) SYNC IN SRI02Cable Weight kg/m(lb/ft) 2.81(1.9) FROM ZERO TO I N F I N I GY A\tMinimum Bending Radius,Single Bend mm(in) 250(10) the solutions are endless Minimum Bending Radius,Multi Bends mm(in) 500(20) 50 116TH AVE SE,SUITE 210 Recommended f Maximum Clamp Spacing m(ft) 1/1.2(3.2514) BELLEVUE,WA 98004 DC POWER CABLE SPECIFICATIONS JOB NUMBER 518-001 4 NOKiA ASIA DETAIL NOT TO SCALE Number of DC Pairs B Maximum DC-Resistance Power Cable 0/km(0/kft) 0.83(0.25) T-MOBILE SITE: Cross Section of Power Cable mm2(AWG) 21.1(4) PO01373B MANUFACTURER: NOKIA DC Wife Jacket Material PVC MODEL: ABIA UNIT _..-. GREENBURG DIMENSIONS: 8.6"x14.2"x1.1"(UNIT ONLY) RFS' DC Cable Diameter mm(in) 7.8(0.308) WEIGHT: 4.4 lbs(UNIT ONLY) feeder cabling HYBRIFLEXRemote Radio Head(RRH)hybrid DC Cable Jacket PVC solution combines optical fiber and DC power for RRHs 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 world's most Innovative RoHS/REACH Compliant BU#:824338 solution for RRH deployments.k was developed to Break-out length(Top) mm(in) 4000 reduce Installation complexity and costs at Cellular Break-out length(Bottom) mm(in) 150 SAN DIEGO sites. HYBRIFLEX allows mobile operators deploying an RRH DC Cable sealing method Semi-rigid flame retarded architecture to standardize the RRH installation process polyolefin,with hot melt adhesive 11744 SW PACIFIC HWY and eliminate the need for and cost of cable grounding. CABLE JACKET HYBRIFLEX combines optical fiber(multi-mode or TIGARD, OR 97223 RF1 RF2 RF3 RF4 RF5 RF6 single-mode)and power in a single corrugated cable,it UV Protection Individual and External Yes CITY OF TIGARD eliminates the need for junction boxes and can connect multiple RRHs with a single feeder.Standard RFS ARMOR SPECIFICATIONS CELLFLEXO accessories can be used with HYBRIFLEX cable.Both pre-connectorlzed and on-site options are Armor Type Corrugated Aluminum 129'-10" MONOPOLE TOWER -- h- available. Maximum DC-Resistance of Armor 0/km(0/kft) 0.58(0.178) .,.._.n -)O 00000;C O..a a a 1 a r a a • •V i•• aCS-0-070- 0-.•-0;a •® FEATURES t BENEFITS Diameter Ccerugated Armor mm(in) 46.4(1.83) - oo Am 00 0o pis 00 i� oo IIM�O F10 CABLE SPECIFICATIONS -.-•-- -•--Do-„--Do-a--oo ; oo oo --o C) Aluminum corrugated armor with outstanding DRAWINGS ISSUED FOR: bending characteristics-Minimizes installation time Fi0 Cable Type Single-mode and enables mechanical protection and shielding Number of F10 Pairs 12 REV. DATE DRAWN DESCRIPTION OAIOC O Armored fiber optic breakout-Preserves the Core/Clad Nm 9/126 integrityof the Char andprovides 0 08/16/In CAP 100%CONSTRUCTION MAK Single Bending Radius mm(in) 137(5.4) mechanical/environmental protection FMO Standards(Meets or Exceeds) UL Listed Type OFNR(UL1666), O Same accessories as 1-58"coaxial cable RoHS Compliant O Outer conductor grounding-Eliminates typical Optical Loss dB/Km 0.5 IQ 1310 nm NOT TO grounding requirements and saves on installation 0.5 @ 1550 nm 3 NOKIAABIA DETAIL SCALE costs Fiber Termination End 1 ODC plug . O Lightweight solution and compact design- Fier Termination End 2 LC Decreases tower loafing FO Break-out length(Top) mm(in) 500 MANUFACTURER: NOKIA O Robust cabling-Eliminates need for expensive FO Break-out length Bo MODEL: AMOB UNIT cable trays and ducts 1350 mm(in) . DIMENSIONS: 12.2"x17.6"x23.8" Cable seasng method Semi-rigid flame-retarded O Installation of tight bonded fiber optic cable pairs p PR WEIGHT: 50.7 lbs(UNIT ONLY) directly to the RRH-Reduces CAPEX and wind load polyolefin,with hot melt adhesive by eliminating need for interconnection TESTING AND ENVIRONMENTAL /C tC•l 0 Optical fiber and power cables housed in single Storage Temperature °C(9F) -40 to 70(-40 to 158) ; ` ,, t-- .1 corugated cable-Saves CAPEX by standardizing RRH cable knstallation and reducing installationOperation Temperature °C(°F) -40 to 66(-40 to 149) _ 71:::::3;t1:- cable « requirements installation Temperature °C("F) -20 to 65(-4 to 149) Q Outdoor,black PE jacket-Ensures long-lasting ASSEMBLY LOSS 8-16-18 cable protection �g°I 03 '� 8 Q Shielded DC w'Ire-Jacketed and braided cable Optical Insertion Loss,Assembly or Assembly or 0.4 dB(typ)/0.95dB(max) +!' + a 3^j provides grounding and EMI protection Per Jumper @1310/1550 F,� 'i,r` i Iyyqp��� t 8 Maximum ser and -Fully moored cable SYSTEM LOSS �.�)'Op 1® feyz.r �tGli13 - 11, - 0 Optical Insertion Loss Total Path 0.8dB(typ)11.9dB(max) .. .-^ -,. �_��. _ 0 h t�1310/1550 �fi�it�l7it�Y�aE t7-r�0� 0 ,. External Document Links Notes Q • Installation Instructions • Pre-packed HYBRIFLEX Kts and (SHEET TITLE �r Accessories EQUIPMENT �) 0 0DETAILS H6158.21U6S12-100M-01 REV:A REV DATE:7/29/16 wwwrtsworid.com SHEET NUMBER. REVISION 2 NOKIA AMOB DETAIL sT TO 1 HYBRID CABLE DETAIL NOT TO ` 0 SCALE ;1,1, .fi.R .�l.111 i. fi ANC,t. I.. � 4�1.�. I it i.l.41 .J. f I� ,I f i., i .. t � .. .�... ...r � � �. ...„ i ... ! I. C DI z ,. r... .. R .I� .E 1 1-i-I,.f _i.NA...,I.4r.t, 1 li I � t ,�, � f � � i - _ kr aFI Cf.,.1LF1} ). ,N(I11..Y L....n1J[.AHE.v,..1)..IL I.Vit..IN Vh10L! .n l�Jf hi7.1.. ,.TI,..>,I ti gill l.r "i , . . � i r., ,� ,_ , c DRAW,N,,,,, _, �._ MINI_ f _1,. I I,..f..,i.k1111,..I1.if.�if71(._.J.51JiHC�l,1<..h11t.N�.7l IIJf fNI„r„ �,I..bI,NJI.,\.r1�,.t..d��,fJ�l!_I,.,il:V Ttl A.it.vJr\�!!h•flr:t t�iliILSFU„�I,�INc;hiN(iHOUl MC 1JF.It if�IV AI rF((IVF+LCI Mt IRVFf-�.iNAI 11-f-f(')RE1. ''', ;', ,„ ,,„ '-: ' ,,,,,., . , i ti t , t , Ta 12920 SE 38TH ST BELLEVUE,WA 98006 CROWN PARTS UST a.: CASTLE ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 3 P2150 2-3/8"OD X 150"SCH 40 GALVANIZED PIPE 150 in 48.06 144.17 1505 WESTLAKE AVE N,SUITE 800 2 3 X-AHCP ANGLE HANDRAIL CORNER PLATE 12.92 38.76 SEATTLE,WA 98109 3 12 SCX1 CROSSOVER PLATE 2-3/8"X 2-3/8" 3.71 44.50 4 120 GI2FW 1/2"HDG USS FLATWASHER 0.03 4.08 5 60 X-181212 1!2"X 2-1/2"X OG X 2" (HOG.) 0.73 1.67 I N.J F I IJ I Gys Fl 6 120 G12LW 1/2"HDG LOCKWASHER 0.01 1.67 II 7 120 G12NUT 1/2"HDG HEAVY 2H HEX NUT 0.07 8.58 nroTALwr.n 261.72 FROM ZERO TO INFINIGY n II II fhe solutions are endless I I I 50 116TH AVE SE,SUITE 210 BELLEVUE,WA 98004 `r ^ I I © JOB NUMBER 516-001 F1 ,.0^�- —r-r--,, © T-MOBILE SITE: 11 I I I ( O,2 ( I \` P001373B n II % II II n ©X2 \ GREENBURG r - 11 o ^�^ L CROWN CASTLE SITE: 11 11 \Hn I , Oxz BU#:824338 ' 02 SAN DIEGO I I FI � IAND PPLATFORM(23/8"O.D.) � ' ( / X2 t1 \, I I / 11744 SW PACIFIC HWY 4° I I I I ( I Fl I ,�-i'-- O TIGARD, OR 97223 % —1 I I 1J H I I 19 11 11 11 O DETAIL A CITY OF TIGARD �-e, I I / -I ` I I I 1 t` 0 2 , - r ( 129'-10" MONOPOLE TOWER IIiI II I{ 1 II ■Bre 1/ • / rasa 1 r DRAWINGS ISSUED FOR: I \ - IB lai� ` 111 �' REV. DATE DRAWN DESCRIPTION CIA/OC / 1,1 0 0816118 CAP 100%CONSTRUCTION MAK 11 II 11 \� -- V tel U I I 11 DETAIL B - / TOLERANCE NOTES DESCRIPTION Locations: (e) q�;per HANDRAIL KIT I( New York,NY g, ,, "dTOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: Ir.,'j Enpinaerinp Atlanta,GA '�'F" �SAWED,SHEARED AND GAS CUT EDGES t0.080 FOR 12'-6"FACE '1O 1 SYpportTeam: Los Angeles,CA G 7.888.753.7448 PlYmeptll,IN DRILLED AND GAS CUT HOLES 00.0307•NO CONING OF HOLES Qr9.- LASER CUT EDGES AND HOLES(10.0101-NO CONING OF HOLES A va1mOnt"away Dallas,TxSalem OR BENDSARES1/20EGREE �' Rg, ✓). ALL OTHER MACHINING(30.090") CPO NO. DRAWN BY ENO.APPROVAL PART NO. '"'A REPLACED HCP WITH X-AHCP CEK 7/10/2014 ALL OTHER ASSEMBLY(30,080 J KC8 5/30/2012 HRK12 pQ', PROPRIETARY'NOTE CLASS SUB DRAWING USAGE CHECKED BY DWG.NO, —�I,I'I 8-16 18 ' REV DESCRIPTION OF REVISIONS CPD BY DATE TNT DATA AMa1EeleeCVeeCOMMON°IN MIDRAWINB MEPROPRBTAnTRMORKATpwOPYAUIgR HRK12 R''''TniireeNMe6AEOATh1OEeNGWT.ANr Oe"*"'GNeewn"'""ECoxaErnor s iri� ''' ."•.A REVISION HISTORY _vAlaowr,esow WYaenocrnwoeW1Ea. 81 01 CUSTOMER BMC 7/14/2014 .,(� r� �:t t'i (i�l6l ; i. 41 E ii , -2 Liki Tto DATE':--,v- 0 SHEET TITLE 1 EQUIPMENT NOTE: DETAILS FOR ADDITIONAL MOUNTING INFORMATION, REFER TO MOUNT MODIFICATION SHEET NUMBER REVISION DRAWINGS BY MASTEC,DATED 07-26-2018. 1 HANDRAIL REINFORCEMENT KIT NOT TO '1/4... 0 SCAL EJ .Hi g ot,tfl F,i1C,1til..II.,.r`.AND l ..,1J.1).11. „>i i',1,A �,AN IN i.Ilht-N._. V - ,,a,NAI i II - ,, t -r,i � -'� r .I �. V,,III, -�i r. (.. I, CL,..r fl.I..ff .(.pRf. flit I1 II.NI Ih.II,Y.I.,. AND hi.�l�r, _....ry � i- t)f,.N f• I(k li , - .ti " r' Ar i i '� r i ,. G., PI.. ,.. ,- i .�, �.,.. .. .. ... ...,.. ,.. .- . I_ r. ��. t..,,[[ a i. I.. i Fl.1, _, I l=, I i,�,.i....,_NII I I JUl f.It�,nl I,.N 1_IIi.II,ILA'I I��h r.IF IN!-IN.Ux tr',.I Ib,�Nl�,el UL r rJ ANT" I1c,.Jry T.�Al,it`I�AN`r��•t i.,l Ih 1111�L tJRAWiNr,,iJtiHC,117 I H[Vv f�Ill i C:N Ar'r�F��VAI Illi) �H�FC 551('fJ�f.()(-It[CUgN. -... C 1 T . ., ,, _ THH ° w 12920 SE 38TH ST BELLEVUE,WA 98006 CROWN aug:o' CASTLE 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 INFINIGYe FROM ZERO TO INFINIGY PARTS LIST PARTS LIST REN QTY PART NO. PART DESCRIPTION 137/070 UNIT WT. NET WT. _ 174410TY PARTNO. PARTDESCTOPTIGN LENGTH UNIT WY. NET WT. the solutions are endless 6 14011011 01 SMALL PIPE TO APE MAGNET 0.60 Ela { .. 1 S MAIMNINE MOINT WC.OMENT 56.61 90042 2 4 012840 lis"N SrTHREAD60SODI1Da} 201* 630 12.01 2 54 OWLS 6/6"HOS LOOKWA0NER 0.03 0.64 50 116TH AVE SE,SUITE 210 3 16 0121417 02•X00 HEAVY 2X156 NUT 0.07 1.14 ' 1 3 60 AOMWT Ur HOG A1151111%NUT 0.10 5.00 BELLEVUE,WA 98004 -� -� • 10 012LW in-HOG LOCKWABxER 031 032 ..� 4 0 066Rd4 61V'w24"TXREAOEOROD(H0G.) 0.50 444 IU'[II • 084' 6 /8 0120W 11Y XD0 USBFLAIWABNER 038 0.64 t ;...+ 4 0 GseRse 6APAM•TMIEMEO ROO p1DG.} 0.01 4,µ ` JOB NUMBER 516-001 IRON TOTAL W7.6 1746 1,. 6 12 466264 50142-1/41 NOG AXIS VOLT 2304 IA 036 4,27 6 12 MOW WNOS 42011uTYMHEI 536 0.41 T-MOBILE SITE: 20• Air- T 24 OI2002 1/YNOG UBB FLLTWA6NER 0.08 0.65 (REi) SECTION A-A �`.\ 9 1 0191.9Y 10.13 NEM/13 2711E1N 031 0.17 �j 5 1 015x(77 WAINIER 10`XDO NEM/9X HEN NUT 0.07 036 P001373B 1-1/4.TO 4-119-dA [[}} 1\ 'd. 10 6014 CROSSOVER PLATE //nh 632 ,73E ANTENNA 1101.6111170 PIPE I� 1-111•T0w1I2 041 �.+.._, 11 00exu1 6R'NDIT"GYY 2N HOMO 0.18 °.18 GREENB U RG O01.17TO 31 ANGLE TOWER LEO `r 12 14369008 PLATFORM REINFORCEMENT NIT ANGLE 53212212 1•.30 0646 H ' I I I (ORDERED 6EPARATEi-Y}�f� I �I OR /2•T09•ANOLE 0 18 RE06•SS T-VRAOKET PORRlINPOMIlMlXT KR 16.68 01.27 T I I/ 14 Dmm2 SrNGMIXBO70LTORS 0.41 4�" CROWN CASTLE SITE: 15 1 012000 1O"66•tFC HOG BOLT GM SIKH 0.41 4At I I H �� I TOTAL Wt.O BU#:824338 0 I I I 'v 0 A '. SAN DIEGO I I 0_� 0 0 11744 SW PACIFIC HWY ., .., I I \\ OR 97223 I I 0 I I 0 ---- :a -`ice co co. TIGARD, I 0 I I I I , ==_` 7 = 0 CITY OF TIGARD x4 Iii pK. I I '';���I41 . h 1 i Q� oETAN A 0 m 129'-10" TOWER /.`` •,' `'f � � \ ;' .,11 0" MONOPOLE iii Ec-- I I 1:1 - ` 1 j 1 I 1' I '�Y:�(ALp (�! t __ 0 c DRAWINGS ISSUED FOR: ` I I I I I I CO I I I I 1 ,j �_ _ _.:41:71111:111r: �" 'l®... .7111 -�_-- 0 ISR REV. DATE DRAWN DESCRIPTION OATOC I I l�L J co. p 0 08110118 CAP 100%CONSTRUCTION MAK i ., °41,.:1•S*.,,, CIF:k\,,t1.,..,.t.HA '1 0 TOLERANCE NOTES w6�NON s® TOLERANCES ON wY11NWON0,UNLESSOTNMY11M1 NOM ARM UNIVERSAL PIPE-TO-PIPE lii: I �„r,N. York NV TOLERANCE NOTES oueNP*0N M SAWED.6NIARE AND OAS CUT E0055016A71 OLAMP SET �''/ ONeo*1vorm WN..,Ow mauxaoaN 66M7I66NM,uNLW OTNEMYME NOT®ARt PLATFORM REMFORCEMENI' X06. E�eN�,a y,yt.« OIWAAICOAS OUT HOLES(R& 01•MDOOMMOOFICIA FORSMALL PIPES 1-114.704112 14N70F/4N Rnn..M IN OAWAM ARGE AND 0A0CUT BD066aaRIP9 ON A 12"7048"POLE �,'•. IABE0.0UTlDOOSAND NOLG aw}a/-NO CONINOaNDLE6 I ' , 11410,00 ORRLED AND WONT 1101.111 036301•N000NNO OP MOLES 36•ANOLE 1`a°�"iM.T416 YOmr.N LASOROUTWORI 0REE •ns.s o.II.,W LANNI GUT5D�ANO NMA aa87al-0000MN00P NOW •nl+nl16a0M06 4:10 BUIOMERMAOOE011EE ALL 01N0R*lis saeN0 aaaC7 MONO. CEll ex9.NReowu 1NOro0. 08001ER 21RDENGaQa/P9 P.M OWNCR54 Moa A1H1*vu ALLOTNERMO[MBLY aa6aal 4448 �� C8/2008 \\ Al_. __REDRAWN INT,UPDATED VIEWS arAKE I IKCBI M20O012 am�� ...awrarUP01 T+s All a0.01M1 4488 050* 4HOTT014 060.88 PRK-1245 ILEI! INT, 0PD BY DATE 01 01 CUSTOMER CEK 2/18/2013 P6ONO. UPC1 nanammione 181 51 DM0 4 xa PRK-1245 NLL0010N 8167051 ws,e.aN�Nnsn.Nnam ,,,,.•,N,�.�,,,,,,N� .raw...e.N..•.,•.�.....ear 81 01 CUSTOMER BMC 41012014 oNa �� 8-16-18 " EXPIRATION .„:7 DATE: - -.20 /SHEET TITLE: EQUIPMENT NOTE: NOTE: DETAILS FOR ADDITIONAL MOUNTING INFORMATION, FOR ADDITIONAL MOUNTING INFORMATION, REFER TO MOUNT MODIFICATION REFER TO MOUNT MODIFICATION SHEET NUMBER REVISION DRAWINGS BY MASTEC,DATED 07-26-2018. DRAWINGS BY MASTEC,DATED 07-26-2018. A 1 0 O \2 PIPE TO PIPE CLAMP SET 1 PLATFORM REINFORCEMENT KIT NOT TOSCALE ` J� ,. 1d .I1Tl� .n. � ,al ,rr,.wl,tra ; rar,., 1NF1. r ,.11 i- 1 - ,.i � I s I. ,-� , , ,. .11. i 'MI NT . 'Nit_114 N tt-su .. ,u11[:G7L11.. n� 1, nn_�.+.a1r, r �,1r1n tif, T I I. , . � I , �. f t. \I,..,AiC ri,.If7r_It11.- iN1,N .f,1.L,.,+NC,AiI_.JJI if., 1H IN1 PATH WIIIiul Flli[N.NI I:N 111(11 i.II- A ,I t.f „ .II I I" �- �I. .-., _ -.r, .., - .., -,, , .. - _,-.� , ..._,..�.. L 111..ILN ItJhiN.c,Y...l .Ir iu lvtAbr(Ll UP AN [,h�.lt:t4�..ANY w�I JI ilil'+E1Jf„iflW/,�Lill Ni,SUT TM .kF�l1 IN APF 1iUVAL vI 7111-i-F,Urt��IaNAl..U1-C�li+vl.U. r 1 •1 T ..g , ! • `4'4 #6 AWG FROM ANTENNA 12920 SE 38TH ST �— CABLE GROUND KIT BELLEVUE,WA 98006 0 :NOrrq CROWN 0 7/16" 3// 0 ° �. 2" ° ° 0 0 � CASTLE QCfrrruurrr -- • 0 \ GROUND BAR ON 1i -�"• 00 0 0° 0 ° 0 0 ° e WALL,ICE BRIDGE, • 0J-° 1 0 0 0 CONCRETE,OR ON 1505 WESTLAKE AVE N,SUITE 800 © ��0 ° • 0 O ANTENNA TOWER I I I SEATTLE,WA 98109 NI MrThr-"\ /1 __ E©000li INFINIGY 1) COPPER GROUND BAR,1/4"x 4"x 20",NEWTON INSTRUMENT CO. O O ell CAT.NO.8-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA OOOOO ©2 O O FROM ZERO TO INFINIGY DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL � r - � the solutions are endless VARY BASED ON NUMBER OF GROUND CONNECTIONS) 0 50 116TH AVE SE,SUITE 210 �/ BELLEVUE,WA 98004 2) 5/8"0 LOCK WASHERS,NEWTON INSTRUMENT CO. _r JOB NUMBER 516-001 CAT.NO.3015-8 OR APPROVED EQUAL \ 'TWO HOLE LUG,OR EXOTHERMIC WELD TO BE T-MOBILE SITE: 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 PO01373B 4) 5/8"0 x 1"HHCS BOLTS,NEWTON INSTRUMENT CO. ~� GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GREENBURG CAT NO.3012-1 OR APPROVED EQUAL GROUND BAR IS ELECTRICALLY BONDED TO METAL - TOWER/MONOPOLE STRUCTURE CROWN CASTLE SITE: BU#:824338 NOTES: NOTES: SAN DIEGO 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 11744 SW PACIFIC HWY TIGARD, OR 97223 6 NOT USED SCALE 5 TYPICAL GROUND BAR SSE 4 GROUND WIRE INSTALLATION I NOT E CITY OF TIGARD 129'-10" MONOPOLE TOWER TO ANTENNAS ""`� ,-- DRAWINGS ISSUED FOR: WEATHERPROOFING "' KIT(TYP.)(SEE NOTE 2) RX2 . . TX1/RX7 REV. DATE DRAWN °EscRIPTKxr 0A/QC i- (TYPICALLY) + 0 08/18/18 CAP 100%CONSTRUCTION MAK !� 12'TO 24' COAX JUMPER + i GROUND KIT(TYP) © 120^MAX. ANTENNA CABLE aUP �, `' ; �C=i TYPE TA TYPE VN TYPE NC TYPE SS CONNECTOR #6 AWG WEATHERPROOFING KIT(TYP)SEE NOTE 2 S. �. O+ III A WEATHERPROOFING KIT > _ ANTENNA GROUND BAR, It/ ✓WITHOUT INSULATORS. 5 (SEE NOTE 3) -4111111111111;--..,-"•=,', � 04P.PaPlet4ti � �BONDED DIRECTLY TO TOP r♦ r -`y Qp � 4` OF MONOPOLE OR TOWER.,li CABLE GROUND KIT VIII 11.111111 VIII /' 7 fig. ANTENNA CABLE -- �. a TO EQUIPMENT(TYP) 111111111111111 #6 AWG STRANDED COPPER GROUND TYPE W TYPE VS TYPE VB TYPE PT WIRE(GROUNDED TO GROUND BAR). = 8-16-18 i SEE NOTE 1&2 1..'p t.-ECS 4V TO GROUND RING CABLE CONNECTOR �'��� (� ® � 4.....",<.�¢+1 6S �0C P-t 0 ,r ''nv° NOTES: NOTES: b..,.. ,le `%"J \'�' EXI 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 TYPE GT TYPE GY TYPE GR TYPE GL +RATION DATE: - - 0 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: 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 SSE 2 CABLE GROUND KIT CONNECTION NOT 1 EXOTHERMIC GROUNDING CONNECTIONS NOTTO \.. �- 0 / SCALE J ;lf.l ,: fl NiAN IIII_I)./a AND I�I+N.;WON!,H,Tk i-{1 IN. ,AN INN] .1- ... 4 11 - , � ...�� .�,.�..' .- ....r ..,., -. .. ,- �., r. IMF f t .( ..L.I I_ (. RI-ALN ,�(f..tt...51NA ,+.{+, ,. ,1i (HI- lY {.41'{ i >+ �{�- CI :� IS ) ) t +� i� + l.- f sl I .I CII l Ni+ I11..Y,Il..NCl rL Ntlit.f.,.,.(.L,IN 4vNtlLh.,FNIi1,IUN IIik...}I 1....1....'S 1JliNQl/ill{I_CJI+I.iFNA..111.1i1e.!♦TI..;N.+I ItJr-lNlf_IY.LI l��f,NlA4h1,1-(-(tf '1-,�i .i7 � '+ +' i- �' ''.. +� �+ "+• ti't + �" -� -� 1 t ANY f.I,.IN AhIkN.ANY YtJ,1 i(1'I{k_..l Uht,lViNc,S\.I]t1�.,J1 7I{f_t^I.rI.l L.M1(hf'r f�_,++ Vf�1111 I(i+++Ls�+I.,NPL�)I HEt,UhD. OFFICE COPY CITY OF TIGARD REV1E D FOR CODE COMPLIANCE Approved: 111 OTC: 1 - Permit#: L ,algrai �®- Address: j Suite#: � By: "' '�� Dates