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Plans ? .1O. .�) �)- (>�0i`1(. 11"11/4'N SJ Foci f;L hv',./y 0 I T El 1: It II e De RECEIVED T - a objl€ 830 NE HOLLADAY ST AUG 2 4 2020 •,... PORTLAND,OR97232 J T—MOBILE SITE NUMBER: P001373B CROWN CASTLE BU #: 824338 CITY OF TIGARD 11744 SW PACIFIC HWY BUILDING DIVISION CROWN T—MOBILE SITE NAME: GREENBURG SITE ADDRESS: TIGARD, OR 97223 `:00, CASTLE SITE TYPE: MONOPOLE COUNTY: WASHINGTON 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 J TOWER HEIGHT: 130'-0" JURISDICTION: CITY OF TIGARD LAT: 45° 26' 6. 17" N LONG: 122° 45' 33. 14" W INFINIGYl' P001373B_GreenburgAnchor FCD_Synergy_08.13.20 F ROM ZERO TO INFINIGY SITE INFORMATION ...NiSHEET INDEX .1r VICINITY MAP the solutions are endless BELLEVUE.WA 98004 PROPERTY INFORMATION: SHEET DESCRIPTION .1 SITE ADDRESS: 11744 SW PACIFIC HWY9 co Pizza Cabo( TIGARD,OR 97223 T-1 TITLE SHEET Takes,Del,,,. T-MOBILE SITE: COUNTY: WASHINGTON T-2 SPECIFICATIONS&NOTES OREGON FLOORING ;i:evron Tigard Car Toys P001373B LATITUDE(NAD83): 45°26'6.17"N(45A35050°) T-3 SPECIFICATIONS&NOTES 9 9 a<?1 ki ro�`I`s',ore GREENBURG LONGITUDE(NAD83): 122°45'33.14"W(-122.759280°) A-t OVERALL SITE PLAN rT GROUND ELEVATION(NAVD88):±202.6'AMSL Westside Christian 513 Atlanta n A-2 ENLARGED SITE PLANS JURISDICTION: CITY OF TIGARD — High School APN: 1S136CCO2100 A-3 EAST ELEVATIONS rse lereoorarity closed #vj Costco Gas 9 CROWN CASTLE SITE: ZONING: R-6 A-4 ANTENNA PLANS&RF SCHEDULES . 824338 OCCUPANCY CLASSIFICATION: U A-4.1 RF PLUMBING DIAGRAMS LEGAL DESCRIPTION: SEE SHEET A-1 CD OWNER NAME A-5 EQUIPMENT DETAILSelligik S CfrlW A-6 EQUIPMENT DETAILS i holesale o CONSTRUCTION INFORMATION: E E-1 UTILITY ROUTING PLAN&DETAILS warehouse store x 11744 SW PACIFIC HWY AREA OF CONSTRUCTION: EXISTINGDutch Bros t; TIGARD, OR 97223 TYPE OF CONSTRUCTION: V-B G-1 SCHEMATIC GROUNDING PLANS&NOTESo PROPOSED USE: UNMANNED TELECOMMUNICATIONS G-2 GROUNDING DETAILS WASHINGTON COUNTY FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR 49iJ Costco Tire Center( HUMAN HABITATION.HANDICAPPED ACCESS NOT REQUIRED. rueshnp t Cardtronics ATM 130'-0" MONOPOLE PROPERTY OWNER: .1 COMPANY: BONNEVILLE POWER ADMINISTRATION f T i Jacksons Food Stores Ir7 ADDRESS: 7500 NE 41ST ST,SUITE 130 Convenience store CITY,STATE,ZIP: VANCOUVER,WA 98662 DRAWINGS ISSUED FOR: TOWER OPERATOR: Enterprise Rent-A'Car REV. DATE DRAWN DESCRIPTION OA/OC COMPANY: CROWN CASTLE USA,INC. -O A 07/22/20 RCD PRELIMINARY REVIEW PD ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 4,. CITY,STATE,ZIP: SEATTLE,WA 98109 DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE(830 NE HOLLADAY ST,PORTLAND,OR 87232):HEAD EAST ON NE HOLLADAY ST TOWARD NE 9TH AVE; 0 08/13/20 TJB 100%CONSTRUCTION PD TURN LEFT AT THE 1ST CROSS STREET ONTO NE 9TH AVE;TURN LEFT ONTO NE BROADWAY;TURN LEFT ONTO N VANCOUVER AVE;CONTINUE ONTO NE WHEELER AVE;USE THE LEFT 2 LANES TO TURN SLIGHTLY LEFT TO MERGE ONTO 1-5 S TOWARD 1-84 E;MERGE ONTO 1-5 S;KEEP RIGHT TO STAY ON I-5 S, ' APPLICANT: FOLLOW SIGNS FOR I-5 S/SALEM;TAKE EXIT 293 TOWARD HAINES ST;KEEP LEFT AT THE FORK TO CONTINUE TOWARD SW DARTMOUTH ST;CONTINUE ONTO `SW DARTMOUTH ST;TURN LEFT;TURN LEFT;SITE W W ILL BE ON THE LEFT:11744 SW PACIFIC HWY,TIGARD,OR 97223 -1COMPANY: T-MOBILE ADDRESS: 830 NE HOLLADAY ST CITY,STATE,ZIP: PORTLAND,OR 97232 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS CONTACT: KEELY WILLIAMS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY CODE COMPLIANCE , f PROJECT DESCRIPTION , -1 PHONE: (406)546-8073 THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE ?� E-MAIL: keely.williams316@t-mobile.com >\ / `ROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED / ,r .7 •' \ ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING TELECOMMUNICATIONS FACILITY AS FOLLOWS: v / a� �� CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. TOWER SCOPE OF WORK: PROJECT TEAM APPROVALS CONFORM IN TO THE LATEST BE4" N NOTHING IN THESE PLNS IST PERMIT OF THEDSEOCODES. WORK •NOT • INSTALL(3)REOVE )A HC PANEL ANTENNAS �el \< • INSTALL(3)AHFIG RRU'S ARCHITECTURAL&ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE 1. 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) • INSTALL(1)HCS 2.0 PENDANT STYLE HYBRID CABLE 8/18/Y0 COMPANY: INFINIGY ENGINEERING,PLLC DOCUMENTS&AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH 2. 2019 OREGON MECHANICAL SPECIALTY CODE(OMSC) GROUND SCOPE OF WORK: jw�� {h CONTACT: PAUL DANNEBERG CONSTRUCTION AS DESCRIBED HEREIN.ALL CONSTRUCTION DOCUMENTS 3, 2019 OREGON FIRE CODE(OFC) • REMOVE(1)POWER CABINET&(2)FCOA CABINETS WITH(2)AMOB,(1) "A.OREGON O)j71,tr�' PHONE: (206)375-3798 ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&ANY 4. 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) ASIA,(1)ESMB,&(1)CSR 7705 SAR �/ -4`�aecl�n�q'��" pdanneberg@infinigy.com CHANGES OR MODIFICATIONS THEY MAY IMPOSE. 5. 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) • RELOCATE(1)ASIA,(4)ABIA,(1)ASIK,(1)ABIL,&(1)FSMF FROM T7RQ 6. TIA-EIA-222-G OR LATEST EDITION EXISTING FCOA CABINETS TO PROPOSED POWER CABINET }-JE y i - APPROVAL: SIGNATURE: DATE: 7. NFPA 780-LIGHTNING PROTECTION CODE • INSTALL(1)HPL3 POWER CABINET&(1)LB3 BATTERY CABINET SITE ACQUISITION: PROJECT MANAGER 8. LOCAL AMENDMENTS TO THE ABOVE,WHERE • INSTALL(3)AMIA,(2)ASIB,(1)ABIA,(3)ABIC,(1)ASIK,(3)ABIL,(1)CSR COMPANY: CROWN CASTLE USA,INC. APPLICABLE IXRE ROUTER,(6)SFC4 FIBER SPLITTERS,&(1)VOLTAGE BOOSTER W/ t 4"IRATIG DATE: 06/30/22 7i ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 SITE ACQUISITION 9. CITY/COUNTY ORDINANCES EXTRA AMPLIFIER INSIDE POWER CABINET f CITY,STATE,ZIP: SEATTLE,WA 98109 CONSTRUCTION MANAGER 10. LIFE SAFETY CODE NFPA-101 • INSTALL(1)HCS 2.0 JUNCTION BOX CONTACT: MARTHA MILLER SITE OWNER • UPGRADE EXISTING GENERATOR BREAKER TO 200 AMP SHEET TITLE:T PHONE: (206)336-7414 E-MAIL martha.miller@crowncastle.com RF ENGINEER DESIGN IS BASED ON:CROWN CASTLE APPLICATION ID 524390,REV,#1 TITLE CONSTRUCTION MANAGEMENT: REDS VERSION 6,DATED 7/13/2020(CONFIG.56771ES_SR,56771ES SR) COMPANY: CROWN CASTLE USA,INC. w DEVELOPMENT MANAGER THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN SHEET _, 811 • UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY ADDRESS: 1505 WESTLAKE AVE N,SUITE 800 m CONSTRUCTION MANAGER T-MOBILE IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK, CITY,STATE,ZIP: SEATTLE,WA 98109 O �� SHEET NUMBER: REVISION: CONTACT: STEVE HANDY 2 OPS MANAGER INCORPORATED IN THE PLANS BY INFINIGY.THESE PLANS ARE NOT FOR PHONE: (503)729-7862 ~ REGULATORY REVIEW Know whllat's below. CONSTRUCTION UNLESS STAMPED&SIGNED,&ACCOMPANIED BY A 1 O E-MAIL: Steve.handy contractor@crovmcastle.com R before you dig. PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND �` ` PROJECT MANAGER ` wwww.col/811.com j `MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER, '.M N AND F IDEAS t - ..,o.,_ _ti c � a r-N ,- i, -�-,� F. - � .f ri� 'r -ry,. r I .. -Fa �i. F - ,. S ..v-?-�,A,c� - ��t4 A�PV. 5:9 v+ v Y -�i - .,�5^. N ., e � .. _SS.Ci A..SERVICE,ARE f,t P.O._a,1 OF(h. :Jiv�c.�,NttKhN�. _:.�AND ARE NOT y_USED.k:"r N:C',e OR i PART.FOR OTHER NC�t W:'HO� THE`NRi^_ti A.i:.�;'.�ZA.:-,ti.. lkrl�ulGl'ENGINEERING.FiIC.I'IS UNLAWFUL FOR ANY PERSON- _ _THESE THE _ _. _ ,OAMeND ANY ASPECT OF DRAWINGS WITHOUT y�WRITTEN A�PRGVA!OFT!it PROFESSIONAL OF RECORD, A. GENERAL C. COATING SYSTEM SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED l ARCHITECTS DOCUMENT A201"GENERAL CONDITIONS OF SUPERVISION AND DIRECT ALL WORK WHILE ANY PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING(SERIES B66)BY SHERWIN THE CONTRACT FOR CONSTRUCTION"ARE INCLUDED IN SUBCONTRACTORS OR WORKERS ARE ONSITE,USING A PLAN BOX AND SHALL NOT BE USED BY WORKERS.ALL T UNLESS SPECIFICALLY NOTED OTHERWISE BY T-MOBILE. COATSVVILLIAMS CO.1 MIL DFTI PER COAT APPLIED IN0)TWO REPRODUCED IONS AS IF COMPLETELY CONSTRUCTIONHIS OR HER BEST SKILL AND ATTENTION.THE CONSTRUCTION SETS SHALL REFLECT THE R MEANS,HLD METHODS,RESPONTECHNISIBLE FORES, IN GOOD CONDITION,ION.T ONE ACTOR SHALL TE SET ALSO Mobi1e*s OVER DTM BONDING PRIMER(866A50). REPRODUCED HEREIN. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN r r 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF 2. 100%ACRYLIC,LATEX COATING EQUIVALENT TO A 100 2. THIS FACILITY IS AN UNOCCUPIED PCS PROCEDURES,SEQUENCES,AND COORDINATION OF ALL WITH ALL REVISIONS,ADDENDA AND CHANGE ORDERS 830 NE ST MANUFACTURER'S SPECIFICATIONS. (SERIES A-82)BY SHERWIN WILLIAMS CO.1 MIL DFT PER TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA PORTIONS OF THE CONTRACTED WORK. ON THE PREMISES AT ALL TIMES.THESE ARE TO BE 830 NE HOLLADAY ST- COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. ACCESS REQUIREMENTS. UNDER THE CARE OF THE CONSTRUCTION 3. COMPLY WITH MANUFACTURER'S WRITTEN 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST SUPERINTENDENT. INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME D. PAINT&PRIMER 3. PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS QUALITY OF THE TRADE INVOLVED,AND SHALL MEET OR BETWEEN COATS WITH PROVISIONS AS RECOMMENDED PARTICIPATING SHALL VISIT THE JOB SITE WITH THE EXCEED THE FOLLOWING MINIMUM REFERENCE 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND BY MANUFACTURER FOR EXISTING WEATHER ANTENNAS CONSTRUCTION AND CONTRACT DOCUMENTS TO STANDARDS FOR QUALITY AND PROFESSIONAL WASTE MATERIALS ON A DAILY BASIS,EXCEPT FOR THAT CROWN CONDITIONS. PRIMER-KEM AQUA E61-W525 CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS CONSTRUCTION PRACTICE: SPECIFIED AS THE PROPERTY OF THE BUILDING OR TOPCOAT-COROTHANE II B65W200B60V22 DESIGNED HEREIN,AS WELL AS TO FAMILIARIZE PROPERTY OWNER AND SHALL EXERCISE STRICT v CASTLE 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION CONTROL OVER SITE CLEANING THROUGHOUT SHALL MATCH EXISTING ADJACENT SURFACES UNLESS BTS CABINET THE PROPOSED PROJECT INCLUDING DEMOLITION, O'HARE INTERNATIONAL CENTER CONSTRUCTION AND FINAL CLEAN-UP UPON OTHERWISE NOTED BY T-MOBILE. PRIMER-KEM AQUA E61-W525 ELECTRICAL,MECHANICAL AND STRUCTURAL 10255 W.HIGGINS ROAD,SUITE 600 COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT IN A 1505 WESTLAKE AVE N,SUITE 800 TOPCOAT-COROTHANE II B65W200B60V22 INSTALLATIONS PRIOR TO PROCEEDING WITH ROSEMONT,IL 60018-5607 BROOM CLEAN CONDITION AT THE END OF EACH DAY SEATTLE,WA 98109 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED CONSTRUCTION.SHOULD ANY ERRORS,OMISSION,OR THEN AT A VACUUM CLEAN CONDITION,FREE FROM TO THE T-MOBILE CONSTRUCTION MANAGER. COAXIAL JUMPER CABLES DISCREPANCIES BE FOUND,THE GENERAL CONTRACTOR SMACNA SHEET METAL AND AIR CONDITIONING PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE AT PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE SHALL IMMEDIATELY NOTIFY IN WRITING,THE T-MOBILE CONTRACTORS COMPLETION OF WORK. r I F I N I G Y� 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT COAT OF KEM CONSTRUCTION MANAGER AND THE ARCHITECT. NATIONAL ASSOCIATION SANDING WITH 400 GRIT SANDPAPER AND AQUA WATER REDUCIBLE PRIMER E61 W25 4201 LAFAYETTE CENTER DRIVE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK NON-HYDROCARBON WASH.PREPARE GALVANIZED REDUCED 25% 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE CHANTILLY,VA 20151-1219 DURING PROPERTY OWNER'S PREFERRED HOURS TO SURFACES BY ACID ETCH OR SOLVENT CLEANING IN TOPCOAT-2 COATS COROTHANE II POLYURETHANE DRAWINGS,THE CONTRACTOR SHALL INCLUDE THE AVOID DISRUPTION OF NORMAL ACTIVITY. FROM ZERO TO INFINIGY ACCORDANCE WITH SSPC-SP1. B65W200/B60V2 MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER the solutions are endless SPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE.IF A 820 TRANSFER ROAD 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED 7. FURNISH DROP CLOTHS,SHIELDS,MASKING AND OTHER RAW STEEL DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ST. PAUL,MN 55114-1406 GALVANIZED. BELLEVUE.WA 98004 PROTECTIVE METHODS TO PREVENT SPRAY OR PRIMER-KEM BOND HS B5OWZ4,DMT ACRYLIC PRIMER ARCHITECT ARE NOT NOTIFIED,THE GENERAL DROPPINGS FROM DAMAGING ADJACENT SURFACES AND TOPCOAT-2 COATS COROTHANE II POLYURETHANE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS FACILITIES. B65W200/B60V2 COSTS INCURRED TO REPAIR OR CORRECT ALL LATEST EDITION OF THE MANUFACTURER'S WITH U.L.LISTED OR FIRE MARSHALL APPROVED '\ PROBLEMS THAT RESULT. INSTALLATION SPECIFICATIONS UNLESS OTHERWISE MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY T-MOBILE SITE: 8. APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY GALVANIZED METAL INDICATED BY T-MOBILE,OR WHERE LOCAL CODES OR AND PROJECT SITE. POO1373B BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE REGULATIONS TAKE PRECEDENCE. SURFACES.APPLY MATERIAL TO ACHIEVE A COATING NO PRIMER COAT AND DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A GREENBURG THINNER THAN THE DRY FILM THICKNESS INDICATED. FINISH COAT(GALVITE HIGH SOLIDS OR DTM PURPOSES ONLY.FIGURED DIMENSIONS HAVE 15. THE CONTRACTOR SHALL VERIFY,COORDINATE,AND RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 PRIMER/FINISH) PRECEDENCE OVER DRAWING SCALE AND DETAIL PROVIDE ALL NECESSARY BLOCKING,BACKING, FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE 9. APPLY BLOCK FILTER TO CONCRETE BLOCK DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL PROJECT AREA UNDER CONSTRUCTION. CROWN CASTLE SITE: CONSTRUCTION AND ENSURE COMPLETE COVERAGE STAINLESS STEEL DRAWINGS.CONTRACTOR SHALL CHECK THE ACCURACY ITEMS. 824338 WITH PORES COMPLETELY FILLED. PRIMER-OTM WASH PRIMER,B71Y1 OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER TOPCOAT-2 COATS COROTHANE II POLYURETHANE NOTED,DO NOT FABRICATE ANY MATERIALS,OR BEGIN 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL NEC ARTICLES 250 AND 810. OWNER NAME 10. CONTRACTOR SHALL CORRECT RUNS,SAGS,MISSES 865W200/B60V2 ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING GIVE ALL REQUIRED CONSTRUCTION NOTICES AND AND OTHER DEFECTS INCLUDING INADEQUATE DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF COVERAGE AS DIRECTED BY THE T-MOBILE PRE-PRIMED STEEL DIMENSIONS. REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE CONDITIONED SPACES SUCH AS AT WALL AND ROOF 11744 SW PACIFIC HWY CONSTRUCTION MANAGER.REPAINT AS NECESSARY TO TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM STATE DEPARTMENT OF INDUSTRIAL RELATIONS PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT TIGARD, OR 97223 ACHIEVE SURFACES THAT ARE SMOOTH,EVENLY BOND HS, 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID REGULATIONS,INCLUDING BUT NOT LIMITED TO THE INFILTRATION OF AIR AND MOISTURE. COATED WITH UNIFORM SHEEN AND FREE FROM SSOWZ4 ALL MATERIALS,EQUIPMENT,APPURTENANCES AND DIVISION OF OCCUPATIONAL SAFETY AND HEALTH WASHINGTON COUNTY _ BLEMISHES. LABOR NECESSARY TO COMPLETE THE WORK AS (OSHA). 31. UPON COMPLETION OF CONSTRUCTION,T-MOBILE ALUMINUM&COPPER INDICATED OR IMPLIED BY THESE DRAWINGS. CONSTRUCTION MANAGER SHALL CONDUCT A B. PAINTING SCOPE PRIMER-DTM WASH PRIMER,B71Y1 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY WALK-THRU WITH PROPERTY OWNER OR 130'-0"MONOPOLE TOPCOAT-2 COATS COROTHANE II POLYURETHANE 7. CONTRACTOR SHALL NOTIFY THE T-MOBILE FROM DAMAGE THAT MAY OCCUR DURING REPRESENTATIVE OF PROPERTY OWNER. 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS B65W200B60V2 CONSTRUCTION MANAGER,THE PROPERTY OWNER AND CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING CHECKED BELOW WITH THE COATING SYSTEM THE ARCHITECT IF ANY DETAILS ARE CONSIDERED FINISHES,CONSTRUCTION,STRUCTURE,LANDSCAPING, 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INDICATED. CONCRETE MASONRY IMPRACTICAL,UNSUITABLE,UNSAFE,NOT WATERPROOF, CURBS,STAIRS,OR EQUIPMENT,ETC.SHALL BE MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN DRAWINGS ISSUED FOR: PRIMER-PRO MAR EXTERIOR BLOCK FILLER OR NOT WITHIN CUSTOMARY TRADE PRACTICE.IF WORK IMMEDIATELY REPAIRED OR REPLACED TO THE WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT PAINTING SCOPE TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN IS PERFORMED,IT WILL BE ASSUMED THAT THERE IS NO SATISFACTION OF T-MOBILE AND THE PROPERTY BY T-MOBILE. REV. DATE DRAWN DESCRIPTION OA/OC TO MATCH OBJECTION TO ANY DETAIL.DETAILS ARE INTENDED TO OWNER'S REPRESENTATIVE,AT THE EXPENSE OF THE COATING DO SHOW THE END RESULT OF THE DESIGN.MINOR CONTRACTOR. 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE A 07/22/20 RCD PRELIMINARY REVIEW PD SURFACE TO BE PAINTED PAINT NOT N/A SYSTEM CONCRETE STUCCO(EXISTING) MODIFICATIONS MAY BE REQUIRED TO SUIT JOB LATEST EDITION OF THE MANUFACTURER'S PAINT 0 08/13/20 TJB 100°A CONSTRUCTION PD 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH CONDITIONS,AND SHALL BE INCLUDED AS PART OF THE 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY BTS UNIT X WORK. SHALL REPLACE OR REMEDY,ANY FAULTY,IMPROPER, OTHERWISE INDICATED,OR WHERE LOCAL CODES OR ALL EQUIPMENT&CABINETS STUCCO OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY REGULATION TAKE PRECEDENCE. OTHER THAN THE BTS UNIT X PRIMER-PRO MAR MASONRY CONDITONER 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER ANTENNA COVERS,TILT B-46-W21000 VERIFIED BY THE CONTRACTOR BEFORE THE COMPLETION AND ACCEPTANCE OF THE WORK BY BRACKETS,MOUNTING TOPCOAT-SUPERPAINT A-80 SERIES A-89 SATIN A-84 CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN T-MOBILE UNDER THIS CONTRACT. BRACKETS AND ASSOCIATED GLOSS HARDWARE,CABLE AND CABLE SEE SEE ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE COVERS EXPOSED TO VIEW, PLANS PLANS T-MOBILE CONSTRUCTION MANAGER AND THE 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL WOOD ARCHITECT SO THAT MODIFICATIONS CAN BE MADE CONTRACTOR TO PROTECT AND LOCATE,OR CONTACT _ EXPOSED CONDUIT AND PRIMER-A-100 EXTERIOR ALKYD WOO9D PRIMER BEFORE PROCEEDING WITH THE WORK. AN OUTSIDE AGENCY TO LOCATE,ALL EXISTING ;y$ L.•-r - HANGERS,ETC. Y-24W20 UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN f" _`-"i'V"+- FLASHING UNITS,METAL TRIM X TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE& HEREIN.THE CONTRACTOR SHALL BEAR ALL EXPENSES IN •.;: - ta AND OTHER METAL SURFACES TO RADIO EQUIPMENT LAYOUTS,SPECIFICATIONS, FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR STUCCO,CONCRETE, MATCH ADJACENT SURFACES PERFORMANCE,INSTALLATION AND FINAL LOCATIONS OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE 7.I•r....\:!" CONCRETE BLOCK AND X WITH T-MOBILE CONSTRUCTION MANAGER PRIOR TO EXECUTION OF WORK. CEMENTIOUS TYPE FINISH SYSTEMS. BEGINNING WORK.THE CONTRACTOR SHALL BE PLYWOOD,LUMBER AND WOOD RESPONSIBLE FOR COORDINATING ALL WORK WITH 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 8/18/P0 TRIM INCLUDING THE BACK SIDE X ERICSSON RADIO SYSTEMS. COMPLETE SECURITY OF THE PROJECT SITE WHILE THE OF ALL SCREEN WALLS JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED •y OREC�ON Oi �(/� DRYWALL X 10. ALL SYMBOLS&ABBREVIATIONS USED ON THESE AND ACCEPTED BY T-MOBILE. 9j� 04,BER�g 4'/44". CONCRETE POLES X DRAWINGS ARE CONSIDERED CONSTRUCTION r� � METAL POLES AND METAL POLE STANDARDS.IF THE CONTRACTOR HAS QUESTIONS 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, pf71ER 3. STAND-OFF X REGARDING THEIR EXACT MEANING,THE T-MOBILE POWER AND TOILET FACILITIES AS REQUIRED BY THE - - - CONSTRUCTION MANAGER AND THE ARCHITECT SHALL PROPERTY OWNER,T-MOBILE,AND THE CITY OR BE NOTIFIED FOR CLARIFICATION BEFORE THE GOVERNING AGENCY. { IRATION DATE: 06/30/22 CONTRACTOR PROCEEDS WITH THE WORK. 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REDLINING THE CONSTRUCTION DOCUMENTS TO SHEET TITLE PERMITS,LICENSES AND INSPECTIONS NECESSARY FOR ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE.THIS PERFORMANCE OF THE WORK AND INCLUDE THOSE IN SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED SPECIFICATIONS THE COST OF THE WORK TO T-MOBILE. FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF REDLINED DRAWINGS SHALL BE &NOTES PROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER. SHEET NUMBER'. REVISION `2 PAINT SPECIFICATIONS 1 GENERAL SPECIFICATIONS T_20 P --D BE FOR _ -+.Dw:,McN-AN' THE IDEAS AND„r..,.3ti,. ,C:i�iPOHA ED tiF.RE.N AS gN INS"RUMENf OF PROFESSIONAL SERVICE ARE T.E.PO�cR'Y C.INFtN1C\ENGINEERING,PLLC AND ARE NO��v USEO.!>J WHOLE ORiR.A OTHER PROD_- �M- WRITTEN1 ,- tITUNLAWFUL � � � c R C.t O _ ,_, .HE AUTl,vRllA ..h c. !NF.N1vY F.N'GINEERIN.�.PLLC. IS UNLAW.UL FOR ANY PERSON TO ND ANY ASPECT OF THESE DRAWINGS WI'HOUt THE WRIT'Fti' H ' - t .. . _..,'.. • A. GENERAL C. CONCRETE 13. ANCHORING.ALL ANCHOR BOLTS,REINFORCING STEEL, C DOWELS,INSERTS,ETC.,SHALL BE WELL SECURED IN 1. PRECEDENCE:UNLESS OTHERWISE SHOWN OR 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE.NO T ��/J��D. ATPP Y.INF RM IOESPECIFIED,THE OWING CEDEHESE DRAW NOTES SHALL AHE FOOF 28 D IYG ULTIMATE COMPRESSIVE STRENGTH AT REPOSITIO14 SLABS SHALL BE ING 3PRING CONCRETE POUR RAYED WITH A CURINGIS COMPOUND �L�10o l APPLY.INFORMATION ON THESE DRAWINGS SHALL HAVE AGE OF 28 DAYS: ■ LOCATION STRENGTH WT. SLUMP IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS 830 NE ST A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER ADMIXTURE USED ON CONCRETE WHERE TILE OR FLOOR COVERING 830 NE HOLLADAY O9 ST - SCALE SHOWN ON PLANS,SECTIONS AND DETAILS. SLAB&FOOTING 3000psi 150pcf 4" IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE NONE APPROVED BY THE TILE OR FLOOR COVERING B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE MANUFACTURER.KEEP SLAB WET FOR 7 DAY MINIMUM PRECEDENCE OVER GENERAL NOTES AND TYPICAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH PERIOD. DETAILS. GREATER THAN 2500psi SHALL BE CONTINUOUSLY CROWN INSPECTED DURING PLACEMENT BY A DEPUTY 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS C. MATERIAL NOTES AND SPECIFICATIONS ON THE INSPECTOR EMPLOYED BY A TESTING LABORATORY IT IS BEING PLACED WITH ELECTRICALLY OPERATED CIS: CASTLE DRAWINGS SHALL TAKE PRECEDENCE OVER THE APPROVED BY THE BUILDING DEPT. VIBRATING EQUIPMENT. SPECIFICATIONS. 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN D. TIMBER 1505 WESTLAKE AVE N,SUITE 800 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS PREFORMED BARS CONFORMING TO ASTM A615 AS SEATTLE,WA 98109 FOR ALL DIMENSIONS NOT SHOWN. FOLLOWS: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO.1 GRADE DOUGLAS FIR.,S45,UNLESS 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL #4 &SMALLER BARS GRADE 40 NOTED OTHERWISE. APPLY UNLESS SPECIFICALLY SHOWN OR NOTED #5 &LARGER BARS GRADE 60 INFINIGys OTHERWISE.CONSTRUCTION DETAILS NOT FULLY ALL BARS AT CAISSON FOOTING...GRADE 60 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHALL BE NO.2 GRADE DOUGLAS FIR,S45,UNLESS SHOWN FOR SIMILAR CONDITIONS. 4. FOUNDATIONS&SLABS:TYPE V,LOW ALKALI, NOTED OTHERWISE. FROM ZERO TO INFINIGY CONFORMING TO ASTM C-150.PIER/CAISSON FOOTINGS: the solutions are endless 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE TYPE V,LOW ALKALI,CONFORMING TO ASTM C-150. 3. STRIPPING,BLOCKING,BACKING AND OTHER CONTRACTOR TO INSTALL ALL TEMPORARY BRACING NON-STRUCTURAL LUMBER SHALL BE NO.2 OR STD& BELLEVUE.WA 98004 AND SHORING TO INSURE THE SAFETY OF THE WORK 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS SHALL UNTIL IT IS COMPLETED.THIS INCLUDES UNDERPINNING TO ASTM C-33.USE ONLY AGGREGATES KNOWN NOT TO BE D.F. STANDARD&BTR. EXISTING FOOTINGS WHERE APPLICABLE. CAUSE EXCESSIVE SHRINKAGE.THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED T-MOBILE SITE: 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED FOLLOWING: WITH CROWN SIDE UP. POO1 373B STRUCTURE.UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. A. FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD GREENBURG B. PIER/CAISSON FOOTING:1"GRAVEL. SHEATHING WITH A SPAN INDEX RATIO 32/16.EDGE NAIL 6. WATERPROOFING:WATERPROOFING AND DRAINAGE WITH8d AT 6"O.C.UNLESS NOTED OTHERWISE ON PLANS. DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS FIELD NAIL WITH 8d AT 12"O.C. CROWN CASTLE SITE: DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS,ALKALIS,ORGANIC MATERIALS AND 824338 PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN T-MOBILE CONSTRUCTION MANAGER AND THE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES OWNER NAME ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM STAGGERED,UNLESS NOTED OTHERWISE ON THE CONDITIONS. TO ASTM C-94.NO MORE THAN 90 MINUTES SHALL PLANS. ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE 11744 SW PACIFIC HWY B. STEEL PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA,TECO,OR TIGARD, OR 97223 PTL AND SHALL CONFORM TO PS 1-83. 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT WASHINGTON COUNTY • MEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL(AS IN 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS,COLUMNS,CAISSON,AND DROP CAPITALS)SO AS SHALL NOT EXCEED 24%AT THE TIME OF INSTALLATION. OF THE AISC. TO CAUSE SEGREGATION OF AGGREGATES.USE 130'-0"MONOPOLE HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT BUILDING CODE.ALL NAILS SHALL BE COMMON WIRE - OTHERWISE NOTED ON PLANS.HIGH STRENGTH BOLTS EXCEED 5 FT. NAILS. SHALL CONFORM TO ASTM A-325 DRAWINGS ISSUED FOR: 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS 3. STEEL PIPE COLUMNS SHALL BE GRADE"B" MINIMUM OF 30 DIAMETERS AND SECURELY WIRED UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH REV. DATE DRAWN DESCRIPTION OA/OC CONFORMING TO ASTM A53. TOGETHER.SPLICES OF ADJACENT REINFORCING BARS WOOD. SHALL BE STAGGERED WHEREVER POSSIBLE. A 07/22/20 RCD PRELIMINARY REVIEW PD 4. STEEL TUBING SHALL BE GRADE"B"CONFORMING TO 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOT 0 08n320 TJB 00%CONSTRUCTION PD ASTM A500. 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS, DRIVEN.LAG BOLTS SHALL BE INSTALLED IN BEAMS.GIRDERS AND COLUMNS SHALL BE TO FACE OF PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC STIRRUPS OR TIES.UNLESS OTHERWISE NOTED, DIAMETER OF BOLT. METHOD.ALL WELDERS SHALL BE PROPERLY QUALIFIED CONCRETE COVERAGE FOR REINFORCING BARS TO AND BE PRE-APPROVED.SURPLUS METAL SHALL BE FACE OF BAR SHALL BE AS FOLLOWS: 12. CONNECTORS:ALL SHEET METAL FRAMING DRESSED OFF TO SMOOTH,EVEN SURFACES WHERE CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL A. CONCRETE IN CONTACT WITH EARTH,UNFORMED CONNECTORS AS MANUFACTURED BY THE SAMSON COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. 3" COMPANY.SUBSTITUTIONS MAY BE MADE WHEN B. CONCRETE IN CONTACT WITH EARTH,FORMED 2" APPROVED BY THE STRUCTURAL ENGINEER. ,- • _. - ` k 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: C. WALL,EXTERIOR FACE 1-1/2" / '# A. 250 AMP WELDERS. D. WALL,INTERIOR FACE 1" 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT C - �f B. ROD OVENS. E. STRUCTURAL SLABS 3/4" WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED YYYY 0�___ C. GRINDERS. F. JOISTS 3/4" PRESSURE TREATED LUMBER OR A NATURALLY DECAY G. BEAMS,GIRDERS&COLUMNS 1-1/2" RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR, 7 PE ?' 7. NO BUZZ BOXES SHALL BE USED. 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS 8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS,SLABS,WALLS AND COLUMNS, A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(AC.) 8/18/20 CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS.CONTRACTOR CONFORMING TO 20E-V12 Q i 4%; THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF B. STRENGTH PROPERTIES: ok.OREGON / `4, ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES.ALL PLUMBING, Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. �! $4,,, i3,' 41. ELECTRICAL AND MECHANICAL OPENINGS SHALL BE Fb TOP FIBER BENDING STRESS 1000psi MIN. O' - �`a�• ' 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR Fv SHEAR STRESS 190psi MIN. �r1Ei; .dr CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL Fc COMPRESSION STRESS PERPENDICULAR TO THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. GRAIN 560psi MIN. � I71 �A 06/30/22 C. MODULUS ELASTICITY 1400ksi MIN. 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE D. CAMBER TO RADIUS OF 1600°U.O.N. THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB.CONDUIT SHALL GLUE. SHEET TITLE NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK,UNLESS SLAB IS LOCALLY THICKENED.MINIMUM UBC. SPECIFICATIONS FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH NOTED"FULL STRESS"AT END OF WELD SYMBOL. INCHES. ANSI/AITC A190.1 AND ASTM D3737. &NOTES SHEET NUMBER: REEVISION- 2 NOT USED 1 STRUCTURAL SPECIFICATIONS T-3 0 J AND ,,u.,INCEDREEDRATED'.._._I..AS AN INE--5DNIEN7-.i. r:t0_...SIvN..7 S....i,.•...ARE .SPROPER 3 I.h,ih.il .:.ultv..c~?.NG 5il„ - THESE l0nc USED, .-„„_r.,? R„«._.-„-�.,�.�c..nC„,.. .°,eX.�Er,tNR.�.�.GNIIR�:IOfi OS ir�r I, GE.NGINEERING.P'�_LC.IT-gJti°AW=',.,�FOR AN-+Pi�vC^.Y TO AMEND ANY ASPECT DRAWINGS WI'NOU"iNE WR1'_..ENA'rPRCVAL OF�.: .,..ESSfOVA_,FIE RECORD LEGAL DESCRIPTION: / NOT PROVIDED T M obile -- 7,- _-- ... �� 830 NE HOLLADAY ST PORTLAND,OR 97232 etx- / 0 = �, - CROWN ., a%,,,,,"k CASTLE 1505 WESTLAKE AVEA 8 SUITE 800 SEATTLE,WA 98109 l Aitilft. ,„, �' INFINIGY ....„ . (----- ,, . I ;:OM ZERO TO INFINIGY the solutions are endless BELLEVUE.WA 98004 J i T-MOBILE SITE: I P001373B GREENBURG * EXISTING PROPERTY LINE, TYP.(APPROXIMATE) EXISTING CROWN CASTLE SITE: ACCESS ROAD �<`l�'w EXISTING TREE(TYP.) 824338 OWNER a�•" I 11744 SW PACIFICNAME HWY A , *:"...0*- .-- WASHINGTON TIGRDOR COUNTY 7:1 ''" 130'-0"MONOPOLE APN: 1 S136CCO2100 � I s'..."= _+'�''si. \ ZONING: R-6 I 440 \ 'N\ I DRAWINGS ISSUED FOR: %%� ll I REV. DATE DRAWN DESCRIPTION CA/OC A 07/22/20 RCD PRELIMINARY REVIEW PD Alpi. \ �j e�r•�'r. 0 08/13/20 TJB 100%CONSTRUCTION PD y, ��? ` , EXISTING T-MOBILE EQUIPMENT I •'g CR OWN' WITHIN EXISTING CRON - Illtir m \ A1,1 CASTLE COMPOUND(SEE t\ 1 SHEET A-2) rip. O ow y EXISTING 2 j' _ X_ X I BUILDING(TYP.) 6n 1d 4 qa U' .i ' �'{" , • .Id , :its®Vf�- 4 0. 44, �Q �.. -�� *2'-0" 7 !" it .1.....�111- .. i ' 8/18/20 e I Q-es.OREGON Cis 4, \ ,,S' -;---,.?7.•, y { 'IRATit}�d DA E / / J O6 30 22 <'1 ( �� SHEET TITLE' � E OVERALL frao . SITE PLAN INFORMATION CONTAINED WITHIN DRAWINGS %� !IS BASED ON PROVIDED INFORMATION AND IS I ,,. NOT THE RESULT OF A FIELD SURVEY. I SHEET NUMBER REVISION: '' i I A-1 0 t. 1 OVERALL SITE PLAN 27'x34"SCALE 1"=20,0" I ,,•x17"SCALE �=4 a zo• ,a o 20 v . _IA....- ..,.r. R,-.._., -., IN AS.4�... \'- ;r � . •... .- :a. ..-., F � .. .. ai ,ARE �r...�_ -• � a' - t S i.:!� C ..,.r.�..v ?.a.,..✓.. .,n_ F ..0 .a l.. ly.I.al„ ^..,•N�...KING. -i.�,Ah_A'2_V... ....,,fig,,.,'v X .,,_.t vn Ik A....-r;a J.__..'"..J.__ '; `. .4,."..! .'G?!% i I..'v I.'-1.:'V �,.I. �, T. ;. : c c _ _ -- _ _� F.Y�1 t Al _.A v \,.�I._ eA�'�EtRIV� _tCi.•SIN_Ah �-.Or's.AtiYP•_R..v'v:^AMtN-)AN"ASPFCT Or�I THESE DRAWINGS WITHOU?<NEW,RIT'EN APPROVAL OF-H`e PRO.E:' .. \ /J INFORMATION CONTAINED WITHIN DRAWINGS /�1 IS BASED ON PROVIDED INFORMATION AND IS NOT THE RESULT OF A FIELD SURVEY. MøbiI€ T ■ CONCRETE EQUIPMENT PAD \ EXISTING TREE(TYP.) I 830 NE HOLLADAY ST EXISTING T-MOBILE LIGHT EXISTING T-MOBILE \ PORTLAND,OR 97232 q EXISTING T-MOBILE FCOA I ICE CANOPY 4 \ / _ CABINETS TO BE REMOVED EXISTING T-MOBILE SSC EXISTING \\ �� CROWN , N--- CABINET TO BE REMOVED \ EXISTING TOWER alli% ACCESS ROAD a CASTLE o { • - LIGHTING EQUIPMENT mAli I 11 1505 WESTLAKE AVE N,SUITE 800 p______,� -- EXISTING T-MOBILE - 1 SEATTLE,WA 98109 cmi - <• _ L, -._\ I z3'.3" .' ICE BRIDGE —_ Z 0 y U \ r: voiM"... INFINIGY8 ♦♦w♦I►♦ .♦♦.. EXISTING T-MOBILE ♦♦♦ ♦ mow i 2\-1 ` ;- -- ♦♦♦♦11►�♦♦♦♦♦ w HYBRID CABLES.0,8., 4`:11 4•• \ I o J .♦�.♦. .i._,,,,,, (2TOTAL) � S11111V \�� FROM ZERO TO INFINIGY m 4.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•t." , 4)♦4 U ��- . the solutions are endless �i♦i♦i♦i♦i♦i♦i♦i♦i0♦i♦i♦i♦i♦i♦♦♦O♦i♦♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i!•�.=♦'i♦♦i♦i�i♦♦♦i� N i �i►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦Ali ♦♦♦ 444 •♦ �V �♦♦♦♦♦♦♦�41,4 444.4 �`, `, :30,-0.IPI ,IL/� BELLEVUE.WA 98004 _< EXISTING T-MOBILE Tow: r ' • • =qa'-o' x— x 3'-0"x3'-0"UTILITY PAD T-MOBILE SITE: . � �.��w��• ►� �� q ' EXISTING x— x x— x— ( P001373B >♦�♦ ♦♦♦♦♦♦♦♦♦♦ F�� ►♦�►��♦�♦�♦�♦�♦�♦�♦�♦♦♦♦: ♦♦ \ ACCESS GATE / EXISTING 4,_�., x x— x *so°, ♦� ♦i♦i�i♦♦♦0i♦i�i♦i♦i♦i♦i♦ice�.� ►.♦i♦♦♦i♦♦�i�.!♦O♦i♦i♦i♦ii4 ♦i� :LAIITFoRmUTILITYN-FRAMEGREENBURG .•vA,♦♦ ♦♦w♦♦♦w♦♦♦ww♦ i� �� ♦ +/ siq ]_ I CROWNCASTLE SITE: EXISTING T-MOBILE COVPP EXISTING ICE , EXISTING UTILITY x 824338 BRIDGE BY OTHERS , /`- } H-FRAME(TYP.) EXISTINGROWN CASTLE / EXISTINGT-MOBILE CONCRETE PAD EXISTINGT-MOBILE HCS } 011X' 4'-01111Cul:RIDGE I OWNER NAME 2.0 COVP TO REMAIN K. 7�' EXISTING CROWN EXIS (TYP.) +\ I 444 CASTLE 4'-0"x4'-0"PAD- I11744 SW PACIFIC HWY �+\ 1 , EXISTING CONCRETE _ ITIGARD, OR 97223 3 EXISTING ENLARGED EQUIPMENT PLAN 2zx3a'sCALE,2='� �1 �+ �OHE SENT PAD BY E _11"x1T'SCALE-.1/4"=1'w' 2' 1' 0' 2' \ T X WASHINGTON COUNTY S a - RF EQUIPMENT SCOPE OF WORK-SEE RFOS �' (E)7-MOENT gREq ', x 4 v+ � _ _ r 130' 0"MONOPOLE • REMOVE(2)AMOB,(1)ASIA,(1)ESMB,&(1)CSR 7705 SAR FROM \ ¢ +$ INSIDE EXISTING FCOA CABINETS 'r `' __ + EXISTING • RELOCATE(1)ASIA,(4)ABIA,(1)ASIK,(1)ABIL,&(1)FSMF FROM `' \4-\ _ � ` - i �� __— 'q°y'.MONOPOLE / EXISTING FCOA CABINETS TO PROPOSED POWER CABINET _J� ! ---_- O O O O O O �� w ^I' ° DRAWINGS ISSUED FOR: • INSTALL 3 AMIA, 2 ASIB, 1 ABIA, 3 ABIC, 1 AS/K,(3)ABIL, 1 EXISTING T-MOBILE 8'-D"x14'-0" -- I N. + a 1 % ' �\ -.x I CSR IXRE ROUTER,(6)SFC4 FIBER SPLIITERS,&(1))VOLTAGE CONCRETE EQUIPMENT PAD _ -p• N+ 7:4 0 __ .a�s> BOOSTER W/EXTRA AMPLIFIER INSIDE PROPOSED POWER CABINET - ,'^„-- +; w �. .�� .�a.. :�. �\" REV. DATE DRAWN DESCRIPTION CA/QC mill •III l ` A 07/22/20 RCD PRELIMINARY REVIEW PD EXISTING T-MOBILE LIGHT EXISTING T-MOBILE \! , ! ~ PROPOSED T-MOBILE ICE CANOPY \ \ ``1 r 1;i:j e•'•� ` -I �,• �� ,.' s s' ® / 0 08/13/20 TJB 100%CONSTRUCTION PD HPL3 BATTERY CABINET ` 1 + r ��♦ *' -�� a PROPOSED T-MOBILE N w .I ©© �I 1 0 !i I HPL3 POWER CABINET 1ifik / I EXISTING TOWERY\------ o +`'i t9 LIGHTING EQUIPMENT EXISTING CHAIN LINK =417: a i \ FENCE W/BARBED ►_ \ \ 30'•0•z WIRE(TYP.) -- ,T., : _;,ZI EXISTING T-MOBILE I i. t i.t 3 -a C t3'-3" ICE BRIDGE \ X. �w♦w�� 7rT�3i� EXISTING T-MOBILE \----,--r 7 3 0 ��♦�♦�♦��.Ld��♦�♦ HYBRID CABLES(2 TOTAL) w ,��♦♦♦♦♦♦♦♦ww♦p♦♦♦♦♦♦♦♦w♦♦♦w♦♦'yiw♦w♦i►♦♦♦♦�i♦.♦.•:�. %:♦O.♦�• i♦.�i 4. PROPOSED T-MOBILE ` I: C 7 �' O ��y1♦♦♦♦♦♦♦♦• :'�w ♦♦w♦♦±;♦*i. ...'4�V'..,AO, le♦t►'��?'L11►�7��♦�1.�i�.� HCS 2.0 PENDANT STYLE t _ I Q�Eg��O ,�4f! ►►♦♦♦♦♦♦�♦ �♦♦♦w♦♦♦•♦AI/�1♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �w �1r HYBRID CABLE(1 TOTAL) 1 `' �,; I Alla ( ' �6)- ae Fj\ �Q� .4111 N. 1 °PHER 3 ,'" ♦♦♦♦♦♦♦♦♦♦♦1►:♦��'-'1► ♦♦CO�♦�♦w♦DyO�♦♦♦-�0��♦�- PROPOSED T-MOBILE ! j\ -- lie�ilj�►♦♦ ►�♦�♦�♦�♦�♦�♦�♦��♦*♦�ti�a ►♦ ► ♦♦♦�♦��♦�♦�♦�♦�1:♦�♦��♦♦��♦w� • HCS 2.0 JUNCTION BOX 1 >' % ftFIFiArI{?�DATE: 06/30/22 '� '•,�► '�� ;♦ iii♦* �s ► i♦ 9 -i�iri;:�ii♦i♦i♦i.�►�,i♦i� �► ♦ - _ - - ♦ ��t• f _e,.�.�.t .�.0.6A / I ' SHEET TITLE - EXISTING T-MOBILECOVPPIii EXISTING ICE ----1-- - �j / N ENLARGED zia'o BRIDGE BY OTHERS . SINII111} SITE PLANS EXISTINGT-MOBILE CONCRETE PAD EXISTING T-MOBILE HCS 1 2.0 COVP 1 -,�/� - ,,,..11('4 7ri?� SHEET NUMBER. REVISION. 2 PROPOSED ENLARGED EQUIPMENT PLAN 22'xJ4"SCALE1/2"=1'J' ® �� 0 �- ,_ „'x,TSCALE.,/a-_,'�' 2' , o' 1 ENLARGED SITE PLAN , x, 1" 7"SCALE 3/32" 1'-rr 4' 2' 0' a' � ih.IN:,aV ENGI,r, N -N .,... ,-. , �- n _ r � r_,.,.�.-��NE,: A.,,..,,nl .,.h c.. I,r��.I Y.N. h F ., r � .. „ � AMEND r+ AS L.J.,., L\... ., ,��.4c A._J_:.,._,�.,ti:,J ....F. .. .",�:'.:4.:A:.,ti.,..,,,.._�,OF PR.,'...>..,+..;.Si .�.1r: -fit FN.,r r... ..E�ti �. __CANO APE NOT VJ.,...r_Oa Ih PART.FOR O ._...F �� J.A <,,. c..�� E_R.N,�. _L,.I..S.,'v.AJ..�,. OA..NV PE„S.,'r-CAM._hD ANY ASPECT OP Tr-ESE DRAWINGS WI TNOUT THE WRI"iT"EN APPROVAL OF-;%4E.nOFESS4O'4A:OE RECORD r T • - 0k / TOP OF EXISTING BEACON TOP OF EXISTING BEACON ELEV.=±137'-6"REF.,±138'-0"AGL \ -0 ELEV.=±137'-6"REF.,±138' "AGL 830 NE HOLLADAY ST TOP OF EXISTING T-MOBILE ANTENNAS EXISTING TOWER BEACON TOP OF PROPOSED T-MOBILE ANTENNAS \ EXISTING TOWER BEACON PORTLAND,OR 97232 N. ELEV.=±135'-0"REF.,±135'6"AGL \ EXISTING LIGHTNING ROD ELEV.N. =±135'-0"REF.,±135-6' "AGL \ EXISTING LIGHTNING ROD ▪ TOP OF EXISTING LIGHTNING ROD TOP OF EXISTING LIGHTNING ROD - ELEV.=±134'-0"REF.,±134'-6"AGL ELEV=±134'-0"REF.,±134'-6"AGL a, i OF EXISTING T-MOBILE ANTENNAS _ - ' £OF EXISTING&PROPOSED T-MOBILE ANTENNAS N.ELEV.=±131'-0"REF.,±131'-6"AGL ELEV.=±131'-0"REF,±131'-6"AGL • �I CROWN ▪ TOP OF EXISTING MONOPOLE -___ TOP OF EXISTING MONOPOLE / w�= al: CASTLE ELEV.=±130'-0"REF.,±130'-6"AGL I N.ELEV.=±130'-0"REF.,±130'-6"AGL 2 1505 WESTLAKE AVE N,SUITE 800 I� _. EXISTING T-MOBILE ANTENNAS WITH f,3 PROPOSED T-MOBILE ANTENNAS WITH SEATTLE,WA 98109 z ASSOCIATED EQUIPMENT MOUNTED j ASSOCIATED EQUIPMENT MOUNTED i TO MONOPOLE-SEE SHEET A-4 , _ I i TO MONOPOLE-SEE SHEET A-4 _ - I INFINIGY&*4\ �s [ROM ZERO TO INFINIGY the solutions are endless .,t a, BELLEVUE,WA 98004 T-MOBILE SITE: P001373B c GREENBURG I CROWN CASTLE SITE: o J a V 824338 OWNER NAME _ r 11744 SW PACIFIC HWY EXISTING T-MOBILE CABLING-SEE NOTES: © TIGARD, OR 97223 ANTENNA SCHEDULES ON SHEET A� • THESE DRAWINGS ARE NOT INTENDED TO BE A PROPOSED T-MOBILE CABLING-SEE WAS H I NGTON COUNTY - VERIFICATION THAT THE STRUCTURE OR _' ANTENNA SCHEDULES ON SHEET A-4 MOUNTS ARE ADEQUATE TO SUPPORT THE EXISTING CROWN CASTLE PROPOSED LOADING.VERIFICATION THAT THE 13O O MONOPOLE MONOPOLE EXISTING STRUCTURE AND MOUNTS CAN o EXISTING CROWN CASTLE SUPPORT THE PROPOSED LOADING SHALL BE a MONOPOLE J m PERFORMED BY A REGISTERED PROFESSIONAL i ENGINEER PRIOR TO CONSTRUCTION. t DRAWINGS ISSUED FOR: 1 • CONTRACTOR TO REFER TO THE STRUCTURAL I ANALYSIS AND MOUNT ASSESSMENT AND REV. DATE DRAWN DESCRIPTION OAJOC © VERIFY LOADING WITH THE MOST RECENT RFDS o.. a E- A 07/22/20 RCD PRELIMINARY REVIEW PD P PRIOR TO CONSTRUCTION. _ I 0 08/13/20 TJB 100%CONSTRUCTION PD U 0 81 tY I I _ 8/,8/20 0 9i �4"A; 4* ti Q' �T $ERi3 EXISTING CHAIN f:nt"I�T��DATE: 06/30/22 EXISTING CHAIN I LINK FENCE g LINK FENCE J m BOTTOM OF TOWER STEEL i �sHEET TITLE BOTTOM OF TOWER STEEL I 1 „pi, ELEV.=0.0 REF.,fi"AGL \ '1 N ELEV.=0.0 REF.,6"AGL \ EAST GRADE 1 _ GRADE ELEVATIONS .x d ELEV.=0'-0"AGL(±202.6'AMSL) '.ELEV.=0'-0"AGL(±202.6'AMSL) SHEET NUMBER'. REVISION 0 `2 EXISTING EAST ELEVATION 22"x34 SCALE"e=''� _ -3 11"x17"SCALE:1/78`=t'-0' B' 6' 4' 7 0' B' xt = 4 PROPOSED EAST ELEVATION J . ti-,..•., t A.r. - '..:�S ....�: "�ti F-A\i vim.-f�Y_. ,r-, .. SS,h J � r , ... -c. �,. ....i = �� o - n, .1 -�- ..��-- ._.-�.. ..+-. .,..,..._ .... J . r. .1� A.S_ .,_.ARE �.. ,v .... v. I'V.I,U„Y ENGINEERING,P�..0 ANi.ARE.NO� O-r,..S_.,,r'Y fJ Of...On Ir,,An . Ca,.*^_S ..J�,' .U-',, d R:?'E,Ar, -..:R.fL:fOh C. .`.=;?:IG"Etiv15E EnlY:::°'.LC.I'IS:ih'IAWFU FOR Ah P - _ _ 71' T SCALE'i/16" 1'-0" 8' 8 7 Cr 8' L 'Y ERSCN,C AMEND ANY ASPECT OF THESE DRAWINGS WI "�'E WRIT EN Ar'?ROVAL OF THE PROFeSStONA_.OF RECORD ` r I EXISTING ANTENNA/CABLE SCHEDULE NOTES MOUNT MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE(HCS) COAX CABLE 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST m E s1� SECTOR POSITION POSITION MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH 1 J CURRENT RADIO FREQUENCY DATA SHEET(RFDS) obile-e Al Al AAFIA 77.0" 15° 131-0" - _ - - - _ PRIOR TO CONSTRUCTION. 830 NE HOLLADAY ST ALPHA A3 - - - - - - - - - 2. CABLE LENGTH IS APPROXIMATE.CONTRACTOR TO ` A4 AZ FFHH-65C-R3 959" 15° 13 PORTLAND,OR 97232131-0" 1 AHLOA - - FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, B1 B1 AAFIA 50.9" 135° 131-0" - - - - FABRICATION,OR INSTALLATION OF CABLES. BZ - - - - - - - 11, COVP,RTMDG5634 PF 48 BETA B3 - _ - _ _ _ _ _ -- _ 2 ASU9325TYPO1 ±175'-0" 5 1-5/8" ±160'-0 3. PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT. w' B4 B2 FFHH-65C-R3 95.9" 135° 131-0" 1 AHLOA - - CROWtV Cl Cl AAFIA 50.9" 255° 131-0" _ _ _ _ - aC CASTLE GAMMA C3 - - - - - - - - - 1505 WESTLAKE AVE N,SUITE 800 C4 C2 FFHH-65C-R3 95.9" 255° 131'-0" 1,1 AHLOA,FXFB - - SEATTLE,WA 98109 PROPOSED ANTENNA/CABLE SCHEDULE P I I\I F I ICI I G Y MOUNT MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE(HCS) COAX CABLE SECTOR POSITION POSITION MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH FROM ZERO TO INFINIGY Al A2 AAFIA 77.0" 15' 131'-0" - - - _ the solutions are endless ALPHA - - - A3 A3 AEHC 38.2" 15° 131'-0" - - - _ BELLEVUE.WA 98004 A4 Al FFHH-65C-R3 95.9" 15° 131.-0" 1,1 AHLOA,AHFIG - - B, B2 AAFIA 50.9" 135° 131-0" - - - - B2 - - - - - - - 1,1 COVP,RTMDC-5634-PF-48 2 ASU9325TYP01 ±175'-0' T-MOBILE SITE: BETA 1 FD21206.48S55-XXX ±100'-0" 5 1-5/8" ±160'-0 P0013736 63 63 AEHC 38.2" 135° 131'-0" - - - - B4 B1 FFHH-65C-R3 95.9" 135' 131•-0" 1,1 AHLOA,AHFIG - - GREENBURG Cl C2 AAFIA 50.9" 255° 131-0" - - - - GAMMA C2 - - - - - - C3 C3 AEHC 38.2" 255° 131'-0" - _ _ _ GROWN CASTLE SITE: C4 Cl FFHH-65C-R3 95.9" 255° 131'-0" 1,1 AHLOA,AHFIG - - 824338 NOTE:MOUNT POSITIONS ARE CLOCKWISEW(LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS) OWNER NAME 11744 SW PACIFIC HWY TIGARD, OR 97223 3 RF SCHEDULES NOT TO WASHINGTON COUNTY SCALE 130'-0"MONOPOLE c 1.-4 0 0 Q PROPOSED T-MOBILE DRAWINGS ISSUED FOR: Q N�� HCS 2.0 PENDANT STYLE - J . HYBRID CABLE(1 TOTAL) ' REV. DATE DRAWN DESCRIPTION OAXIC . y'�•« 2S �1.iti: A 0722/20 RCD PRELIMINARY REVIEW PD 111111 4Qe e .` ■ I t� PROPOSED T-MOBILE PANEL �© o o,viareo TJB 100%CONSTRUCTION PD ANTENNA ,`'•1 ,ems` �+'y'�``` `. �,, / ,'•1' N ,.,, (i PER SECTORN3 TOTAL)TED TO ONOPOLE�W 1.**.x .•.,F y �—EXISTING T-MOBILE PANEL s *`ev v -;� .+�°ya�` . '' ANTENNA TO REMAIN(2 +. �� --EXISTING T-MOBILE PANEL 11: +�'} `' `` „ - PER SECTOR,6 TOTAL) ''' rANTENNAS MOUNTED TO MONOPOLE �b`v�'��. • �` �` -sts liv'''''''''' ' ; (1 PER SECTOR,3 TOTAL) r ` EXISTING T-MOBILE FXFBL�`'- �� c t„j'�� - TO BE REMOVED(1 TOTAL) ■ � -= . PROPOSEDT-MOBILEAHFIG�©•48 '� _ .y- �\ •;,•� 1' (1PERSECTOR,3TOTAL) ®®4-•- -+...- . :,.....:..... c f '? EXISTING T-MOBILE AHLOA TO \ w ^ r .- i a EXISTING T-MOBILE AHLOA � REMAIN(1 PER SECTOR,3 TOTAL) (1 PER SECTOR,3 TOTAL) l�yZE EXISTING T-MOBILE HCS 2.0 PttZ6NN �'' " ,iiik IN ve '"�'� ?NNE pa,255° Z `�, COUP(1 TOTAL) P0EV pZ=255° = EXISTING T-MOBILE HCS 2.0 � ' I� COVP(1 TOTAL) 8/18/20 • •ill a t I �, EXISTING T-MOBILE COVP ,a 111 �'' ��Q 0�44 'ram 1XTOTAG T-MOBILE COVP 4 $ R• Q rvS� r '1}35 ' rry E TOTAL)✓arH �if�,�4(10v ,i ..4. q EXISTING CROWN CASTLE f - I o EXISTING CROWN CASTLE S �i-�f f y i•+�sti;l y" f; 4ti MONOPOLE itqp. a';• p ..� 9 MONOPOLE '•`■ �, '�,�r f F� , s - ��! t (EXPIRATION DATE: 06/30/22 1 97, "'1Ps/,'a' 1� EXISTING T-MOBILE MOUNT ' , ., 9ti� S;1 ,� 70 ,) i ,.°' �2 sco EXISTING T-MOBILE MOUNT . r:;; ds 29 TO REMAIN ■. . S N ,�~qS,. SHEET TITLE: � ' fr a° e° N >, ANTENNA PLANS &RF SCHEDULES 1 SHEET NUMBER: REVISION `2 EXISTING ANTENNA PLAN SCA TO LE 1 PROPOSED ANTENNA PLAN A-4 0 NOT TO r{iS DOCUMENT AND;RE IDEAS AND D�51GRSlNC:iPr iHATe:)n. _ _ _ SCALE REIN AS AN INS-'RUMEN,OF PRO ESSIGNAL SERVICE.ARE TaE PROPERTY OF INFINIGY ENGINEERING PLLC AND ARE NOT TO BE uSED IN WEIOLE OR IN PAR• =.P OTHER PROJECT S WI'H U'r-E I,"E r - O N 0_ J C Ou -f..WR. ch Ac,iH„RILA i I„N� INFINIGY EN,°INEERING PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND F �, � .. ,.. -_ -WR1 °4 :�ar,`J - .., .. .' T -Mo bile-® 830 NE HOLLADAY ST PORTLAND,OR 97232 aCCROWN CASTLE 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 INFINIGYs FROM ZERO TO INFINIGY the solutions are endless BELLEVUE.WA 98004 T-MOBILE SITE: P001373B GREENBURG CROWN CASTLE SITE: 824338 OWNER NAME 11744 SW PACIFIC HWY TIGARD, OR 97223 WASHINGTON COUNTY 130'-0"MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/QC A 07/2220 RCD PRELIMINARY REVIEW PD 0 08/1320 TJB 100%CONSTRUCTION PD 1t` % PE 8/18/20 0,1 ;•_ •y,OREGON ai 747 f'JRATiO DATE: 06/30/22 ) ("SHEET TITLE: RF PLUMBING DIAGRAMS SHEET NUMBER: REVISION �2 EXISTING RF PLUMBING DIAGRAM ° E 1 PROPOSED RF PLUMBING DIAGRAM NOT TO A-4. 1 0 SCALE L --ES DOCUMEN'AND THE IDEAS AND DESIGNS INCOP,PO. T H.R':I ANINS..a- ,.N - c c - .vIN, _. _ RA ED _�v AS ,.F PdO ESSIONA>SERVtC..ARE TNF.PROPERTY OF INFINiU .Nam.,r.:.i•h.: �...,A'v.,ARE'�..- �...��w..i...-:N�O�OR IN P n ,�3, <,_ �', -''HE WR,_--rN Ai �..R1 r .Or i v-4i .ENGINEERING,rLLC IT IS JN:AW=UL FOR ANY PERSON TO AMEND ktoY ASPECT OF IY.FSE DRAWINGS WITHO6T THE WRITTEN APPROVAL OS 7'HE t'ROF ESSIONA'_CS nECORJ. c Section 8:FE-16148-OVP-812 Junction Box wiring Diagram 1 , , I ®I MODEL:FE-16148-OVP-B12N. DIMENSIONS:14.0"x8.0"x16.0" I1/1 WEIGHT:15.2 LBS g� Mobi1e -- 1 T V® MOUNTING TO PIPE MOUNT "dL , o `°a, � y n r O I 830 NE HOLLADAY ST PORTLAND,OR 97232 2 2 PENDANT INCLUDES A GROUNDING STUD. A 2-6 AWG WEATHE CONDUCTOR I CROWN SHOULDLD B BE RUN AS STRAIGHT AND SHORT AS POSSIBLE TO AN ADEQUATE Q o"v FRONT GROUNDING POINT TO PERFORM PROPERLY.(CONTRACTOR SUPPLIED) I b b1 al.01% b b b 4 CASTLE s :, q 1505 WESTLAKE AVE N,SUITE 800 s SEATTLE,WA 98109 I1 III MANUFACTURER:COMMSCOPE MODEL: FD21206 18S55-XXX is , ay r?" Q� WEIGHT: 1.71 LB/FT - MOUNTING � � 4t44tittt t II' JFIE\II ( i "i"s MOUNTING KIT: BOTTOM RIGHT MOUNTING KIT PROVIDED A FROM ZERO TO N F I N I G Y NOTE: 9nm�„ro „"� III i , I the solutions are endless COVP PENDANT MOUNTING ON UNISTRUT Or=it�� .�� • .,gym r/ PER MANUFACTURERS SPECIFICATIONS BELLEVUE.WA 98004 pl=_II II •.Pu .01 I Il I■ Imo■ ADDITIONAL w° Power cords are labeled per sector HOSE CLAMP TORQUE VALUE RANGE: mepower,abeecanbebrtAthele,g,ai„grencanti,reduced�d"9 T MOBILE SITE: Always re conductors _ P001373B (IF REQUIRED) 6+/5NM(53+/-41N LBS)[II � installation a `g' ° GREENBURG o \ 0-z° 0 0 0 Z �o ^w;; CROWN CASTLE SITE: 0 I ,°, .HARDWAR INSERT--_I LANGLE ADAPTER OO 11744 SW PACIFIC HWY TIGARD, OR 97223 6 NOT USED NOTSCALETO 5 HYBRID W/ PENDANT DETAIL "°TSCALE T° 4 HCS 2.0 JUNCTION BOX DETAIL NOT TO SCALE WASHINGTON COUNTY MANUFACTURER:NOKIA 130'-0" MONOPOLE MODEL:AEHC WEIGHT:103.6 LBS AHFIG RADIO MODULE DIMENSIONS:38.2"X 21.3"X 8.1" HEIGHT:27.56" FREQUENCY:REFER TO RF DATA SHEET DRAWINGS ISSUED FOR: WIDTH:13.39" DEPTH:5.59" DOWN TILT ANTENNA MOUNTING REV. DATE DRAWN DESCRIPTION QA/OC WEIGHT:79.4 LBS BRACKET AND HARDWARE BY ANTENNA MANUFACTURER A 0722n0 ROD PREUMINARY REVIEW PD / 13.39" / 5.59"/ 21 3 T-MOBILE RADIO 0 08/13/20 TJB 100%CONSTRUCTION PD ` MOUNTED TO PIPE MOUNT ., WITH MANUFACTURER " _ 21.3 SUPPLIED HARDWARE - TOP -# } Et • MOUNT PIPE , o im s>s. 41 N N ' I T-MOBILE ANTENNA co STAND OFF ARM ff` 7 OR PLATFORM74 t i 8/18/20 ;,es,OREGON q(;) leZ`. ANTENNA MOUNTING QpMER J FRONT SIDE FRONT \ SIDE KIT BY ANTENNA MANUFACTURER (VPIRATlo + DATE: 06/30/22 ■ 13.39" i f if +3-CCC SHEET TITLE. CD EQUIPMENT ui DETAILS Tr..._.- -- JUMPER CABLE SHEET NUMBER A...5 ; REVISION. TOP NOTE:ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. L _5 O ` 3 AHFIG DETAIL NOT TO SCALE 2 ANTENNA DETAIL NOT TO TO SCALE SCALE 1 MOUNTING DETAIL N... \ J THIS DOCUMENT AN THE I `S^. I, T T _ PROFESSIONAL ME T D _ DEAS AN' Dr., NS NG RP TR _... -, ��. a,,..., A', ,.. � ., ,": -.,. c � -c ,...... -;-,_,. �.,O a O ORA ED HEREfN AS AN INS RUMeN Of SERVICE ARE THE P.AP.....•� ,h.....r_..,,^._c....�. _.., :.A .., ..o....a..�,!;n ..._.u-,...:,.� ..�,.,�,HER PROJEc., _�,--,Nr -„ : �c.t. iCh �L'-i- .,r �- �:- .r-o ;c, _ _ _ _ _ _ _ -... - A. F v..l.. .huh....Rth.a .��....��i A k':1:-D--t AN':'PERSON ;AMEND ANY ASa�C`O T.-ESE JHANi\GS ri9'rw ,e VJR;'._h APPROVAL,.F-',.'e FRO'-eSSIONAi C RE^,OHU. . c 1 MANUFACTURER:NOKIA MANUFACTURER:NOKIA MANUFACTURER'NOKIA MODEL:ABIA UNIT MODEL:ABIC UNIT MODEL:ABIL UNIT T {^f DIMENSIONS:8.6"x14.2"x1.1" DIMENSIONS:8.6"x142"x1.7" DIMENSIONS:8.6"x14.2"x1,1" Vi •., Dlie"® aM WEIGHT:4.6 LBS WEIGHT:5.8 LBS WEIGHT:4.4 LBS 830 NE HOLLADAY ST SFP28 PORTLAND,OR 97232 RF2 RF4 RF6 RF8 S-RF1 .1 RF1 RF2 RF3 RF4 RF5 RF6 OS •;000000- o L 22L 2� o'o"o.;:o•:SIf O I ` I I �wggwggin8°gwgglw.PNVw o CROWN S-RF1 S-RF2 al"4:00 CASTLE QSFP28 RF1 RF3 RF5 RF7 RF9 1505 WESTLAKE AVE N,SUITE 800 SEATTLE,WA 98109 11 ABIA DETAIL S°CAL° 10 ABIC DETAIL s°aLT ° 9 ABIL DETAIL OOI N F I N I G Y&N's FROM ZERO TO INFINIGY MANUFACTURER:NOKIA MANUFACTURER:NOKIA MANUFACTURER:NOKIA the solutions are endless MODEL AMIA UNIT MODEL:ASIB UNIT MODEL:ASIK UNIT DIMENSIONS:5.1"x15.7"x17.6" DIMENSIONS:8.6"x14.2"x1.7" DIMENSIONS:8.6"x14.2"x1,7" BELLEVUE,WA 98004 WEIGHT:11.2 LBS(UNIT ONLY) WEIGHT:6.4 LBS WEIGHT:6.6 LBS SYNC IN SYNC OUT EIF3 / T-MOBILE SITE: DC IN EAC SEI1 SEI2 EIF2 EIF5 P001373B GREENBURG °° o°°°°°o°,. o In ( 1 1 0 I c I t I) CROWN CASTLE SITE: 824338 °,° °° LMP - SRIO EIF1 LMP OWNER NAME ° °°°•°°. °.°°'° FAN STATUS SEI EIF1 EIF2 EIF4 11744 SW PACIFIC HWY TIGARD, OR 97223 8 AMIA DETAIL NOT TO 7 SCALE ASIA DETAIL NOT TO 6 SCALE ASIK DETAIL NOT TO SCALE WASHINGTON COUNTY 2-6± 2-6' 130'-0"MONOPOLE I MANUFACTURER:NOKIA MANUFACTURER.DELTA r 1 MODEL:ES0A600-H0001 MODEL:IXR-e t POWER CABINET(HPL3) - DIMENSIONS:17.25"x10.0"x1.75" WEIGHT:TBD WEIGHT(EMPTY):595 LBS DIMENSIONS:30"x35"x72" I DRAWINGS ISSUED FOR: +1 W/DOOR:30"x41"x72" ,q, 1 REV. DATE DRAWN DESCRIPTION OA/QC N N A 07/22/20 RCD PREUMINARY REVIEW PD - ', 4011.: :-A s. MANUFACTURER:DELTA 0 08/13/20 TJS 100%CONSTRUCTION PD MODEL ESOF015-ECV04 BATTERY CABINET(LB3) -L WEIGHT(EMPTY):540 LBS DIMENSIONS:30"x35"x72" W/DOOR:30"x41"x72" EQUIPMENT CABINET TOP VIEW TOP VIEW CONCRETE SLAB 3°_5"± 3.-5,.± Jr 0_ MIN _ 2.-11"± 2.-11"± 5 ROUTER DETAIL NOT TO - 8 : :� ' ' �3 SCALE EXPANSION ANCHORS PER I STRUCTURAL DESIGN EMBEDDED MANUFACTURER:ERICSSON INTO CONCRETE(TYP.OF(4)) w.� a 8/18/20 MODEL:PSU 4813 OREt3C)PI O ' DIMENSIONS:1.7"x19,0"x14.3" qi WEIGHT.17.2 LBS ► �r,4 5 ,3 c(Z7 /'/i_Ft � ()P N ' MOUNTING BRACKET FUSE CONNECTORS +1 :6 ° {XIRATION DATE: 06/30/22 1 I SHEET TITLE EQUIPMENT I j DETAILS I / ---t- --1-- SHEET NUMBER. REVISION L DC INPUT -EXTERNAL POWER DC POWER OUTPUTS- A...6 TERMINALS ALARM PORT SWITCHES SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW 0 `4 VOLTAGE BOOSTER DETAIL NOTSCALETC 3 ANCHORAGE 5°AL° 2 BATTERY CABINET DETAIL SCALE 1 POWER CABINET DETAIL SCALE THIS DOCJMEN/AND THE IDEAS AND DESIGNS t tCOR, - c A P� _ /0_,. ,• _ - __ -.iL.h AS .S ti�MENT OF PRO.F.SS�GN..:.S: nn�- ......7r..rt,l OFt:�.'�I„ ,I.r.�L.e� ..:.A�., AREYl7 ... ,,y fi•O, ORr.. ;. � .��_.,'.c ..::.a_ -�---- -..i,-- , ..��,,...... _c IN PAR' .. .. .,, ,.,WRY LptN AU ..,.IZA?tGN.. /k,-F#ICY rh.AtNLERING.PLLC,IT 15 UNLAWFUL FOR AN,'PERSON C AMEND., '_CT OF'HE3E iIRAWlN3S WITf+CD=SHE WRITTEN APPROVAL OP-71e PROFESSIONAL OF RECORD, i 1 1 3 1 T -Mobile e 3 830 NE HOLLADAY ST PORTLAND,OR 97232 3 1 - I CROWN a: CASTLE T---� I 1505 800 SEATTLE,WA 98109 d J 1 , INFINIGY8 I R;OO)fM1 ZERO TO INFINIGY i - m the solutions are endless 1 NOT TO 3 NOT USED SCALE ` BELLEVUE.WA 98004 1. ` J 1 T-MOBILE SITE: P001373B EXISTING ELECTRICAL SERVICE GREENBURG FROM EXISTING UTILITY PROVIDER ti II 41111. (1)3"SCH.40 PVC CONDUIT I t WITH(3)#3/0(SEE ELECTRICAL CROWN CASTLE SITE: SITE PLAN FOR ROUTING) I 824338 i 0 EXISTING T-MOBILE OWNER NAME METER ENCLOSURE m j o (1)3°SCH.aoPVC 11744 SW PACIFIC HWY CONDUIT WITH(3)#3/0 m ram♦♦+► I TIGARD, OR 97223 T-MOBILE 200A,120/240V,10,3W ♦i♦O�♦♦� WASHINGTON COUNTY 3 NEMA 3R DISCONNECT ♦�� • L1 1 #2 BTCW •♦♦♦♦ 130'-0" MONOPOLE ♦��♦ �� `DRAWINGS ISSUED FOR. PROPOSED T-MOBILE II ( m POWER&TELCO ROUTES I ►♦♦♦♦ REV. DATE DRAWN DESCRIPTION QA/QC �•�•�`�• I , T T T .�.�.�'� A 07/2220 RCD PRELIMINARY REVIEW PD T (3)#3/0&(1)#6 GND IN(1) •.,\ E E E E 0 oars/2o TIE oo ecoNs CONSTRUCTION PD 2"SCH.40 PVC CONDUIT /�I it- 11 I +�• • I , ' ILI ^' POWER PANEL o0o , OO♦O♦ 200A,208/120V,30,3W, -(1)2"SCH.40 PVC CONDUIT WITH % m m • �� WITH INTEGRAL TVSS, (3)#3/0 FROM GENERATOR PLUG I ��e�� NEMA 3R,DELTA PPC, OR APPROVED EQUAL - I Up } EXISTING PPC CABINET -� d -! IM G #2 BTCW TO H-FRAME GROUND I e I tki BAR(DO NOT BEND TO NEUTRAL) 01014 ��:::��+4svoil � ° © ��f O r •♦♦♦♦ ♦♦ ♦CID 2"GRC OR LIQUID TIGHT CONDUIT fit!► a!!11110j ♦ „ �j• �•��- ♦�� 0 8/18 20FOR AC POWER(CONTRACTOR TO ) OS".01!!!!'/• !,��1�0��1�.�O�� 0��•� �� ♦ ♦ : - /I SUPPLY SIZE/QUANTITY VII !!!M.l1�11 ,�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦*♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ QRE iPV CfCONDUCTORS PER ♦;�111010!!!! 1♦♦♦♦♦♦♦♦♦ .o � � �l1.?.►1�•�� ♦ ♦♦♦♦ b 4 ill T-MOBILE SSC MANUFACTURER SPECIFICATIONS) ��1j1f jtMf1- ! 1!♦♦♦♦♦♦♦♦!♦♦♦♦♦♦�►♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦�i�♦♦♦{♦�♦��♦Yi1'♦�i� ♦�/1�1�♦♦ ., i ♦♦♦♦♦♦♦ / 4'M 3 1. Q` 2P100 `11 �liiii.�wi is 41,♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦i ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦!,�♦♦ I �.♦�♦.♦: �r0 8 `��P Ali of 2P50 NOTE: �, �j�r;011 �lltir"♦" " " " f♦ti i�-tr-ri 1►�1 ►♦♦♦♦♦♦♦♦"♦♦♦♦♦" ��►-♦♦• -�� i♦�� ♦♦♦♦♦♦♦♦♦ {��e .06 30 22 -��►--1 RECT.1&3 I CONTRACTOR TO VERIFY ALL 4111.4.010100,1♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4ti._.,-.. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦ ♦♦♦ i sai'I ZI I DATE / / EXISTING EQUIPMENT PRIOR TO 1!!! }►♦♦, ♦♦♦ ♦♦♦♦♦♦♦ +: ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦�♦♦ '� 2P50 CONSTRUCTION Zvi♦1♦♦♦� ♦♦♦♦♦•:♦~♦♦♦♦♦♦ ♦� w♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ►��♦♦'♦O♦�►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� O♦♦O♦♦♦ RECT.2&4 1vv�1�♦: :♦�♦�♦♦�♦*♦�♦�♦�♦�♦�♦�♦ �� ►�1��:♦:♦=♦=�=�:�:�:♦ice=♦♦:�:�=�=�i i�;~��.:��♦��♦�� ♦j♦�♦j♦♦j� 2P10 - - - - - - - - - - - - SHEET nTLe 1 HEATER PROPOSED T-MOBILE HYBRID UTILITY ROUTING • 2P15 #2 BTCW GROUND BAR(DO CABLE ROUTE FROM T-MOBILE I PLAN &DETAILS GFCI NOT BEND TO NEUTRAL) CABINET ALONG ICE BRIDGE I AND UP MONOPOLE TO T-MOBILE ANTENNA LEVEL SHEET NUMBER REVISION. 2 ELECTRICAL ONE-LINE DIAGRAM NOT TO 1 UTILITY ROUTING PLAN 22e34'SCALE„2=''-0" E- 0 SCALE Irbil'SCALE:114'=1.42' 2' 1' 0' 2' THIS DOCUMEY AND THE IDEAS ,i,.1-, - ,... c,. ., C- .E S A ...5 .,_- .�.`iF..., '.: AS AN .5...,,h '-v. ., -.,.-. � r. I , a4 r -„F- L. �:-.Y,r... t ..-. �� n-.., - �.. � ..�..PAR-c _,T'^'F- " ' - �� .��• .. E IL A.S...�.,_.A 1.. _ R.r_"7 ., Nkhu .,Gl.er..Kl.,,': ,:AN,�Art.V... ....otux�, +X,.C_E,�..,R G.!J.�._i..FiOJE� �rUT',Esc WRi?TEN Av I,+ORIZA'l,.M1 v'-'. " FAiGINF.ERi'JG,PLLC.IT IS uN A'.h=iR FCH ANY PE?gCN'C AMEND ANY ASPECT OF THESE DRAWING'S WI'NOUT'NE WaiTEN APPROVAL OF'NE PROFESSIONAL^F'ticCO,: i 1 NOTE: #6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF • _, .„!. ,CABLE GROUND KIT TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. T 1øbli .1,, „ II . ____ __._, ,.. i- 830 NE HOLLADAY ST GROUND BAR ON PORTLAND,OR 97232 WALL,ICE BRIDGE, — — — CONCRETE,OR ON ANTENNA TOWER— I ' 3 - / -\�"kAM / \/ \ �\ 33 •IPi o 0 0 CROWN P --� 0,,, K OO - h,' ' � J O O 1505 WESTLAKE AVE N,SUITE 800 "" O ` SEATTLE,WA 98109 a.-- s ' USED WIDTH#2 AWG BC6TO BUILDING G SERVICE \ /C WELD TO BE I N F I N I G Y x GROUND OR GROUND RING ";.4-;:,'3':''` �» FROM ZERO TO INFINIGY GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS,gLECTR1CALLY BONDED ti the solutions are endless ,.- TO METAL TOWER/MONOPOLE STRUCTUR, R n BELLEVUE,WA 98004 Z. 12 NOT USED N°TT° 11 NOT USED NOT TO 10 NOT USED "°TT° 9 GROUND WIRE INSTALLATION NOT TO SCALE SCALE scALE SCALE T-MOBILE SITE: .' 1.) COPPER GROUND BAR,1/4"x 4"x 20",NEWTON INSTRUMENT CO. P001373B CAT.NO.B-6142 OR APPROVED EQUAL.HOLE CENTERS TO MATCH GREENBU RG NEMA DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE E WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 2.) 5/8"LOCK WASHERS,NEWTON INSTRUMENT CO. CROWN CASTLE SITE: CAT.NO.3015-8 OR APPROVED EQUAL 1 3.) WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. 1 824338 CAT NO.A-6056 OR APPROVED EQUAL A OWNER NAME 4.) 5/8-11 X 1"HHCS BOLTS,NEWTON INSTRUMENT CO. CAT NO.3012-1 OR APPROVED EQUAL w _ 1 0 ,11744 SW PACIFIC HWY TIGARD, OR 97223 `Cn"`", j 3/4 0 0 ° WASHINGTON COUNTY 7/16" �Ctt \~ 2" rI 0 0 o 130'-0"MONOPOLE ° o Oy0 0_° ° ° 0 0 `/. 0 © O®o ° / DRAWINGS ISSUED FOR: 1 1 REV. DATE DRAWN DESCRIPTION OA/QC NOTES: GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER A 07rz2/20 RCD PRELIMINARY REVIEW PD STRUCTURE;NO INSULATORS USED.GROUND BAR AT BASE OF TOWER 0 08/13/20 TUB 100%CONSTRUCTION PD STRUCTURE TO BE ATTACHED WITH INSULATORS.CONNECTION TO TOWER STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 8 NOT USED "°T T° SCALE 7 NOT USED NOT TO 6 NOT USED NOi TO SCALE SCALE SCALE 1 i TO ANTENNAS NOTES: I 1. DO NOT INSTALL CABLE c (TYPICALLY) 1r TO MONOPOLE ANTENNA CABLE "yyyy� GROUND KIT AT A BEND ru_d I 12CF MAX. f 1` e� AND ALWAYS DIRECT RF CABLE TO ANTENNA 0S V/4l RX2 g TX1/RX1 GROUND WIRE DOWN TO 'G 4`ior ► • • ANTENNA GROUND BAR. STANDARD ANTENNA GROUND BAR 7 1 • COAX JUMPER �, SEE NOTEP3 DOPING KIT GROUND KIT(TYP) WITHOUT INSULATORS, (TYP) 2. WEATHERPROOFING ( ) BONDED DIRECTLY TO THE TYPE TA TYPE VN TYPE NC TYPE SS t SHALL BE TWO-PART MONOPOLE AT RAD CENTER �, CONNECTOR TAPE KIT.COLD SHRINK CABLE GROUND KIT- CABLE #6 AWG(PROVIDED ` : 8 18 20 Oiy WEATHERPROOFING SHALL NOT BE USED. CONNECTOR WITH GROUND KIT TYP) ANTENNA GROUND BAR 4.OREGON 4 �Ffi J KIT(TYP)SEE NOTE 2 #6 AWG STRANDED COPPER WITH INSULATORS,AT �/ '� 3 —�— WEATHERPROOFING GROUND WIRE(GROUNDED TO BOTTOM OF MONOPOLE �� _} � = �I .. t., —` RF CABLE(TYP �I. �} `h KIT(TYP) GROUND BAR).SEE NOTES 1&2 FOR ALL) �'/I TYPE W TYPE VS TYPE VB TYPE PT : GROUND KIT(TYP) )JLL taPIRATION DA 06/30/22ANTENNA CABLE NOTES: EQUIPMENT AREA VIA_ #6 AWG TRAY OR ICE BRIDGE OUNDATION J 1. DONOTINSTALLCABLEGROUNDKITATABENDAND II_ lor��., ANTENNA GROUND BAR, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.\0 �� 'i T, SHEET TITLE'. _ , �; WITHOUT INSULATORS. GROUND RIN - \ GROUNDING BONDED DIRECTLY TO 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS TYPE GT TYPE GY TYPE GR TYPE GL MONOPOLE OR TOWER SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. o#2 AWG BCW SOLID DETAILS AT ANTENNA LEVEL. I--- ________j TINNED(TYPICAL) I 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. SHEET NUMBER REVISION- Iv TO GROUND 4 EXOTHERMIC CONNECTIONS CABLE GROUND CONNE TIONS RING CABLE G-2 0 NOT TO 3 C 5°;�° 2 GROUND KIT SALE 1 RF CABLE GROUND NOT SCALE �- ^cARE- .vim... ...�. .... .. , , - .�� ..P F��....DOCUMENTAND THE IDEAS AND S!^' INCORPORATED AN _7 �� T PROFESSIONAL t ..DESIGNS R ORA,ED HEREIN AS lNn RUMe N.OF PRO -S51UNA SERVICE ,.v. ,,., -<,... .s,. - -:,- �- :,�..,..ft0__.,.S WTI ... ..- -..-, .,-.;.,. �.� ^ -. ... -. ,,,_„ „,. r i.SE V .., �.-. ., _�(.•.. _ �,_._.h.-. __._a..-., _V.�.-..�3._...�_�...h �__.i IN co� ,_ I. .... .-..-c ..-.n_, ,..,..l.,t.,..v. ..�v�.>: v1. -�i��r.:� .I.., ,,cU�.A.l-��.rya.-hY:r•yS..,�.v .AN:_n...n VAS"c.^,'J .,, 3;1441/tvGS Vv^.-FOB .JJ`il'' 'NA,'[.RCVRL OF 't_ HCiG_S...iJ vA L.0,RECORD COPY OFFICE-COPY CITY OP TIGARD_ REVIEWED FOR CODE COMPLIANCE Approved: 't..) OTC: I I Permit#: - Addres jc.. C Suite#: Date: CLL-a- Q.„ VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 ; E PR)UiRED State of ',mut a, fatty Code • E3 Concrete and Reinforcing Sleet E3 Bolts Installed in Concrete Special Moment-Resisting Concrete crw* Reinfok 431,3 Steel&Prestressing Steel Tendons Structural W-rding Hicjhorintit aolting CD Structural Masonry ED Reinforced Gypsum Concrete Insulating Concrete Fill 0 Spray Applied Fire-Resistive Materials 0 Pilings. Drilled Piers and Caissons Shotcrete Special C.irading,Excavation and Filling Smoke-Cchirc:Systems 0 Other !npticn