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Plans ' OFFICE COPY JURISDICTIONAL APPROVAL: verizon1 RECEIVED JUL 2 7 2021 CITY OF TIGARD Approv d b Planninc CITY OF TIGARD RD Date: _ Z�2of�204 VERIZON SITE NUMBER: 457206 BUSINESS UNIT #: 855864 BUILD/NG DIVISION !Hulas: VERIZON SITE NAME: ORHI-BARROWS SITE ADDRESS: 17026 SW L BEAVERTON, R9700I 7NE SITE TYPE: MONOPOLE COUNTY: WASHINGTON COUNTY , OFFICE COPY TOWER HEIGHT: 78 -6 ' JURISDICTION: CITY OF TIGARD VERIZON 5G LSUB6 - CARRIER ADD VE�rIZn 3245 158TH AVENUE MS 231 • BELLEVUE,WA 98008 SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP C/C. CROWN CASTLE VERIZON SIGNATURE BLOCK CASTLECROWN CASTLE USA INC. SCHOLLS FERRY BEEF BEND SHEET# SHEET DESCRIPTION ° ° t SITE NAME: APPRO\bL SIGNATURE DATE ` ( '^'J n°"acmePun9 I 1505 WESTLAKE AVENUE NORTH,SUITE 80f SITE ADDRESS: 17026 SW FRIENDLY LANE T-1 TITLE SHEET OFFICE !d V mY , SEA 1 1 LF.,WA 98109 SITE ACQUISMON BEAVERTON,OR 97007 T-2 GENERAL NOTES u°te Rro Coe* ( COUNTY: WASHINGTON COUNTY C-1 OVERALL SITE PLAN CONSTRUCTION ' {diela$q .A CITY OF TIGARD. = 1_� r4U MAP/PARCEL#: 25106DA16500 a nau Field a naoun a ns de p AREA OF CONSTRUCTION: EXISTING C-2.1 EXISTING&NEW ELEVATION RADIO :t 44 Y `;4 D FOR C(}IDE COMPLIANCE aa „t ��c .. . Ea�rreYg•Design•Camay LATITUDE: 45°25'32.01"N(45.425558°) C-2.2 EXISTING&NEW ELEVATION MICROWAVE t - 2675 Pratum Avenue t1-- Engineering with Precision Pace and Passion. LONGITUDE: 122°51'7.53"(-122.852092°) C-3.1 ANTENNA PLANS&CABLE SCHEDULE Approved:�w so,wis Fef^' nn�ar _ '- Hofftnan Estates,IL 60192 !� T:224.293.6333 F.224.293.6444 LAT/LONG TYPE: NAD83 C-3.2 ANTENNA PLANS&CABLE SCHEDULE O OTC: i. '' ' '- GROUND ELEVATION: ±328.0 FT ©COPYRIGHT 2e02�1 eTHE W T GROUP,LLC CURRENT ZONING: R-25 C-4 EQUIPMENT SPECS EQUIPMENTetiit"y(<. ^ ' ^�,1'1 J g C� , T2100623 JURISDICTION: CITY OF TIGARD C-S REDS PROJECT ADMIN STRATOR t (�7��-��/►��0�/ `J m' Sikh Center otC on OCCUPANCY CLASSIFICATION: u c-6 CONFIGURATION DIAGRAM - diesel: ] .^- r"1 y VERIZON SITE NUMBER:457206 WO ADMINISTRATOR �� TYPE OF CONSTRUCTION: HB G-1 GROUNDING DETAILS S 'te : «,:,, a A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR G-2 GROUNDING DETAILS CROWN CASTLE USA INC.SIGNATURE BLOCK Sibnoa Park tt BU#:855864 HUMAN HABITATION 1 �, Date: t-4 I,-.`� SCHOLLS FERRY BEEF BEND PROPERTY OWNER: T.B.D. T 1APPROVAL SIGNATURE DATE 17026 SW FRIENDLY LANE T.B.D. MOUNT MODIFICATION DESIGN(13 PAGES) THROUGH y r BEAVERTON,OR 97007 T.B.D. VZWSMART SITE ACQUISITION ti I a MSKlo MAP DATA®2021 GOOGLE fi NO SCALE AMENDMENT 78'-6"MONOPOLE TOWER OWNER: CROWN CASTLE USA INC. PLANNER 2000 CORPORATE DRIVE ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR CONSTRUCTION DRIVING DIRECTIONS FROM VERIZON LOCAL OFFICE(3245 158TH AVENUE MS 231,BEJ.T.FVUE,W.\ CANONSBURG,PA 15317 11X17.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING 98008): CARRIER/APPLICANT: VERIZON WIRELESS DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL PROJECT MANAGER TURN RIGHT ONTO 158TH AVE.SE,TURN RIGHT ONTO SE EASTGATE WAY,TURN LEFT ONTO ISSUED FOR: 3245 158TH AVENUE MS 231 IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY REV DATE DRWN DESCRIPTION DES./Q DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR THE I-90 W RAMP TO SEATTLE,TAKE EXIT 10 TO I-405 S TOWARD RENT CONTINUE ON I-405 S, BF.J.J.FVUE,WA 98008 L•nLrrY�LLNACER TAKE THE EXIT FOR I-5 S TOWARD PORTLAND,CONTINUE ON I-5 S,TAKE EXIT 302B FOR -N 04/30/21 JEG PRELIMINARY JKR BE RESPONSIBLE FOR SAME. I-405/US-30 W TOWARD BEAVERTON/ST.HELENS,CONTINUE ON I-405 S,TAKE EXIT ID FOR US-26 n 07/02/21 RSM FINALS JKR ELECTRIC PROVIDER PACIFIC POWER(PACIFICORP) LANDLORD W TOWARD BEAVERTON,TAKE EXIT 69A FOR OR-217 S TOWARD B:AVERTON/TIGARD,TAKE (888)221-7070 PROJECT DESCRIPTION EXIT 4B FOR OR-210/SCHOLLS FERRY RD.,TURN RIGHT ONTO OR-210 W/SW SCHOLLS FERRY RD., - TEL PROVIDER: T.B.D. 'TURN LEFT ONTO SW RIVER TERRACE BLVD.,TURN RIGHT ONTO SW FRIENDLY LN.,TURN LEFT T.B.D. TO ARRIVE AT 17026 SW FRIENDLY LANE. • THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. APPLICABLE CODES/REFERENCE TOWER SCOPE OF WORK: DOCUMENTS •RELOCATE(3)ANTENNAS •RELOCATE(9)RRHs ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH •INSTALL(5)ANTENNAS THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL •INSTALL(1)OVP GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT �p PROp�. •INSTALL(1)HYBRID CABLE WORK NOT CONFORMING TO THESE CODES: 'C� s PROJECT TEAM •MODIFY ANTENNA MOUNTS s CODE TYPE CODE O\`a ,C.\-G N E6' diO BUILDING 2019 OSSC(2018 IBC) CV (0 4) A&E FIRM: WT GROUP,LLC GROUND SCOPE OF WORK: MECHANICAL 2019 OMSC(2019 IMC) Cr 84338PE 2675 PRATUM AVE •INSTALL(1)OVP CONTRACTOR PMI REQUIREMENTS ELECTRICAL 2021 OESC(2020 NEC) HOFFMAN ESTATES,IL 60192 RYAN.MADSEN WTENGINEERING.COM CROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 PMI ACCESSED AT hops://pmi.vs et".vsmart.com REFERENCE DOCUMENTS: . SMART TOOL VENDOR STRUCTURAL ANALYSIS: BY OTHERS USA INC.DISTRICT SEATTLE,WA 98109 PROJECT NUMBER DATED: � '' CONTACTS: J 10059182 '"�� 13,2 (NICHOLAS 970)81-4133 HAP 4 AN PROJECT MANAGER VzW LOCATION CODE(PSLC) 172114 MOUNT ANALYSIS: TED: TOWER ENGINEERING SOLUTIONS FFRY S GUTp44 T.B.D.-CONSTRUCTION MANAGER REDS REVISION: 1 T.B.D. *** PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT DATED: 12/16/2020 ANALYSIS REPORT ORDER ID: 540578 REVISION: IIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL.ENGINEER, MOUNT MODIFICATION REQUIRED Y rO ALTER THIS DOCUMENT ` NOTE: VzW APPROVED SMART KIT VENDORS - CALL OREGON ONE CALL SHEET NUMBER: • REVISION: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST0 (800)332-2344 811 CONTACT THE CROWN NOC AT(800)788-7011&CROWN = CALL WORKING DAYS BEFORE TO MOUNT MODIFICATION DRAWINGS PAGE FOR •sm atu BEFORE YOU DIG! T_ i_CONSTRUCTION MANAGER VzW SMART KIT APPROVED VENDORS r r CF OWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: JURISDICTIONAL APPROVAL: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE TO PROCEED (NW) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: VERIZON FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. "LOOK UP" - CROWN CASTLE USA INC- SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION. AND INSPECTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE UMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE UMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL MECHANICAL, FIRE, FLOOD ZONE, CONFIGURATION,ID'S) ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, CIRCUIT OARD AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIREMENTS. GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER g, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) •♦ PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH ANSI/ABBE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ■ CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS RIGGING PLANS SHALL ADHERE TO ANSI/ABBE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE OTHERWISE SPECIFIED. venzorr ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 3245 158TH AVENUE MS 231 13. ALL POWER AND GROUNDING CONNECTIONS SHALL 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, BE IS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). ` BELLEVUE,WA 98008 ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE • MOUNTS AND APPURTENANCES," AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. OF INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." SPECIFICATIONS AND E WORK. ALL WORK LOCALCARRIEDICOUT TONAHACODESMORDINANCES AND APPLICABLE ICABMENICIPAL AND REGULATIONS. COMPANY 15 EXPOSE ELECTRICAL D NDOORMETALLIC LOCA IONS.(EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT(RMC) SHALL BE USED FOR CC CROWN 6 IF THE L SP COSEDAEQUIPMENT MENTTCANINSOT TLBE IN TALLED AS R APPRO AOOWNL YON THESE EADRA INGS,NGS TITHE COPRINTR CO OR 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. CASTLE PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT WITH ALL APPLICABLE 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. 1505 WESTLAKE AVENUE NORTH,SUITE 8C CODES, REGULATIONS AND IT CONTRACTORL SHALL ISSUE ACCORDANCE APPROPRIATEWIT NOTICES RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION SEATTLE,WA 98109 CODES, EGUH ALLI ORDINANCES,ORDINANCES.RULES, REGULATIONSHALAND LAWFUL ORDERS OF ANY SAND10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. • AUTHORITY REGARDINGLAWS,THE PERFORMANCE OFS THE WORK. ALL WORK CARRIEDU OUT SHALL PUBLICCOMPLY WITH PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET i ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, WITH ANY SUCH CHANGE OF INSTALLATION.E. SCREWINFITTINGS BOXES ARE NOT ACCEPTABLE. NW'Grou ORDINANCES AND APPLICABLE REGULATIONS. 11. CONTRACTORA IS CTO AND FOR A SITE LNG CABLESIGATISN ANDS IS TO THE POWER,O THE BEST ROUTING OF ALL PLANONDUITS FOR 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND -," POWER. AND TELCO AND GROUNDING AS SHOWN IN THE TELCO, AND GROUNDING THE NEC. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS E+______ Design, CommAkia RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). Engineering with Precision,Pace and Passion. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE 2675 Pratum Avenue WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE Hoffman Estates,IL 60192 WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. T:224.293.6333 F:224.293.6444 LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN wtengineenng.com PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL A DAILY BASIS. A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT ©COPYRIGHT 2021 THE W-T GROUP,LLC PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) > SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO T2100623 CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED ♦ 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. • SPECIFICATIONS, LATEST APPROVED REVISION. CONCRETE, FOUNDATIONS, AND REINFORCING STEEL: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET VERIZON SITE NUMBER:45720I 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL DEBRIS. AND TRASH AT STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS. STONES AND OTHER BETTER) FOR EXTERIOR LOCATIONS. REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED BU#:855864 EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED (WP OR BETTER) FOR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psf. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED SCHOLLS FERRY BEEF BENI OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 17026 SW FRIENDLY LANE SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. EQUIPMENT, ROOMS, AND SHELTERS. PLACEMENT. BEAVERTON,OR 97007 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. AMENDMENT 781-6"MONOPOL. AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE 29, INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'VERIZON". ♦ 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED TYPE 11 PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185. ALL SPUCES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE CONDUCTOR COLOR CODE ISSUED FOR: EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: SYSTEM CONDUCTOR COLOR REV DATE DRWN DESCRIPTION DES./, EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. #4 BARS AND SMALLER 40 ksi A04/30/21 JEG PRELIMINARY JKR 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL A PHASE BLACK MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER 60 ksi B PHASE RED 0 07/02/21 RSM FINALS JKR FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE 120/240V, 10 APWA UNIFORM COLOR CODE: 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: NEUTRAL WHITE STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" GROUND GREEN OF OWNER. CONCRETE EXPOSED TO EARTH OR WEATHER: A PHASE BLACK WHITE PROPOSED EXCAVATION 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #6 BARS AND LARGER 2" • CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE #5 BARS AND SMALLER 1-1/2" B PHASE RED TEMPORARY SURVEY MARKINGS CONCRETE NOT EXPOSED TO EARTH OR WEATHER: RETURNED TO THE OWNER'S DESIGNATED LOCATION. 120/208V, 30 C PHASE BLUE 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS 3/4" NEUTRAL WHITE ELECTRIC POWER LINES, CABLES, FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS 1-1/2" - CONDUIT, AND LIGHTING CABLES 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED GROUND GREEN 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION a2.4. A PHASE BROWN YEu' GAS OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. w B PHASE ORANGE OR PURPLE COMMUNICATION,ALARM OR SIGNAL LINES, 277/480V, 30 ' C PHASE YELLOW CABLES, OR CONDUIT AND TRAFFIC LOOPS GREENFIELD GROUNDING NOTES: NEUTRAL GREY BL'_:E POTABLE WATER 00114* GROUND GREEN RECLAIMED WATER, IRRIGATION, AND PR 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN POS (+) RED.. PURPLE SLURRY LINES rQ�� OFFS ACCORDANCE WITH THE NEC. DC VOLTAGE NEG (-) BLACK.. 'c S 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND 'GREEN SEWERS AND DRAIN LINES \CO GIN E �p ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. • SEE NEC 210.5(C)(1) AND (2) ) 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE •• POLARITY MARKED AT TERMINATION (U/ (0 -Y Y TESTING RESULTS. cr 84338PE • 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. ABBREVIATIONS: 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ANT ANTENNA :--E.= 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED (E) EXISTING I COPPER FOR OUTDOOR BTS. FIF FACILITY INTERFACE FRAME ' 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. GEN GENERATOR • `' �0 13,24'\' 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GPS GLOBAL POSITIONING SYSTEM 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. '. GSM GLOBAL SYSTEM FOR MOBILE 'C 110. USE. EXOTHERMICOF 90' BENDS IN WELDS SHALLEBERUSEDIFONR ALLO DING CONDUCTORSN CONNECTIONSL BE BELOWOIDED GRADEWHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. _-t.' 'W`"" MGB MASTER GROUND LTE LONG TERM BARDRYS.Gv�U�� 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. - MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. _.. "-'""' (N) NEW 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT IS.A VIOLATION OF LAW FOR ANY PERSON, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 0TY QUANTITY UNLESS THEY ARE ACING UNDER THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OF A LICENSED PROFESSIONAL ENGINEER, 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR. SUCH AS METALLIC CONDUITS, RBS RADIO BASE STATION TO.ALTER THIS DOCUMENT. METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALUC MATERIAL SUCH AS PVC CONDUIT SHALL BE RET REMOTE ELECTRIC TILT ♦ USED. WHERE USE OF METALCONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. REDS RADIO FREQUENCY DATA SHEET I-20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3"TO 6" OF CAD-WELD TERMINATION RRRRH REMOTE RADIO HEAD SHEET NUMBER: REVISION', POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). SIAD REMOTE INTEGRATEDRADIO UNIT 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO T SMARTR OUNTED DEVICE THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS, TYP TTYYPICALMOUNTED AMPLIFIERT-2ALIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT � ♦ '. Og SITF PLAN DISCI AIMER. JURISDICTIONAL APPROVAL: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS. CROWN CASTLE USA INC. HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. . 1, 49'-0"i (E) COMPOUND AREA ��'� �� ,, . 3245 158TH AVENUE MS 231 / x x x X x x x x x 1 .• BELLEVUE,WA 98008 x OC: CRQWN CASTLE L x (E) 78.-6" MONOPOLE 1505 WESTLAKE AVENUE NORTH,SUITE 801 SEATIZE,WA 98109 —(E) DOOR PAD / (E) VERIZON FEEDLINE • �j (3) HYBRID CABLES (1") X /i % WI'Group —(E) VERIZON FEEDLINE a �1 x (1) COAX (3/8") o . 1t•pMOu• D Z ,- i----NEW VERIZON FEEDLINE Engineering with Precision,Pace and Passion. 0 7 7 ' - (1) HYBRID CABLE 2 o ( 7 2675 Pratum Avenue /a. / j Hoffman Estates,IL 60192 / � i i(E) VERIZON FEEDLINE T:224.293.6333 F:224.293.6444 � (6) COAX (7/8") wtengineering.com U 0 w^ ,---, 'O.COPYRIGHT 2021 THE W-T GROUP,I,LC i— - � x 6 • T2100623 :IIo x (E) CARRIER 0 • o VERIZON SITE NUMBER:457206 a (E) METER—� \ / S BU#:855864 x SCHOLLS FERRY BEEF BEND 0 17026 SW FRIENDLY LANE I---------0 _ 49'-0"± (E) COMPOUND AREA - •' BEAVERTON,OR 97007 (E) BOLLARD (T'P.)- - i Ix x x x x x x / x AMENDMENT 78'-6"MONOPOLE • (E) UTILITY FRAME • (E) 4'-0"x6'-0" PAD (E) ICE BRIDGE (TYP.) k i ISSUED FOR: x i �, RL.I'; DATE DAWN DESCRIPTION DES./C� I A 04/30/21 JEG PRELLMINARY JKR 49'-0"t (E) COMPOUND AREA / I 0 07/02/21 RSM FINALS 1 JKR 2/ I I X X X X X X k __, X x _. _ _t. • _._ ... • —(E) FENCE (TYP.) •NEW EXISTING VERIZON OOW INSTALLED AT EQUIPMENT 1 I C'0%11344) a PROic- 2 r ,� 84338PE� " r 0/U4 13,2C,` ��FRYS.GUTG'cD IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. , OOVERALL SITE PLAN SHEET NUMBER: • REVISION: SCALE: _...-.._J 1 1/2"=1.-0'(FULL SIZE) 2 1' 0 2' 1/4'=1'-0-(11,07) \© C.... 1 . A / r LEGEND MOUNT ANALYSIS NOTE STRUCTURAL ANALYSIS NOTE: JURISDICTIONAL APPROVAL: A STRUCTURAL ANALYSIS OF THE MOUNT HAS BEEN COMPLETED BY W-T'S SCOPE OF WORK DOES NOT INCLUDE A STRUCTURAL EVALUATION _ - TOWER ENGINEERING SOLUTIONS, LLC ON MAY 20, 2021. THE LOCATION OF THIS TOWER OR STRUCTURE. NEW ANTENNAS SHOWN ON THIS PLAN EXISTING EQUIPMENT AND MOUNTING SHOWN IN THE STRUCTURAL SHALL SUPERSEDE THESE HAVE NOT BEEN EVALUATED TO VERIFY THE TOWER OR STRUCTURE HAS DRAWINGS THE CAPACITY TO ADEQUATELY SUPPORT THESE ANTENNAS. PRIOR TO ANY - NEW EQUIPMENT ANTENNA INSTALLATION, A STRUCTURAL EVALUATION OF THE TOWER OR STRUCTURE, INCLUDING ALL ANTENNA MOUNTING SYSTEMS AND HARDWARE, SHALL BE PERFORMED. RELOCATED EQUIPMENT REMOVED EQUIPMENT I EXISTING CARRIER EXISTING CARRIER Teri - - ANTENNAS TO REMAIN--, _ - - ANTENNAS TO REMAIN - - _ 3245 158TH AVENUE MS 231 EXISTING CARRIER ANTENNAS CE BELLEVUE,WA 98008 �� "'�� EXISTING CARRIER ANTENNAS •VERIZON EQUIPMENT / ±82'-0" A.G.L.¶ VERIZON FOUIPMFNT ti / ±82'-0"A.G.L. ♦ ANTENNA CL: 60'-0" g_ J ANTENNA CL: 60'-0" u _ _ CROWN MOUNT CL 60'-0" MOUNT CL: 60.-0" CASTLE EXISTING TOP OF TOWER EXISTING RELOCATED ANTENNA EXISTING TOP OF TOWER '�� EXISTING ANTENNA TO BE ±78'-6" A.G.L. MW DISH CL: 58.-0" ±78'-6" A.G.L. MW DISHTCL: 5-'-0" RELOCATED (TYP. 1 PER SECTOR) (TYP. 1 PER SECTOR) I505 WESTLAKE AVENUE NORTH,SUITE 801 MOUNT 5T-0" MOUNT CL: 5T-0" EXISTING RRH TO BE RELOCATED (TYP. 3 PER SECTOR) EXISTING RELOCATED RRH SEATTLE,WA 98109♦ (TYP. 3 PER SECTOR) --EXISTING OVP TO REMAIN NEW ANTENNA TO BE \ --EXISTING OW TO REMAIN ♦ /('��r (TYP. 1 PER SECTOR) INSTALLED (TYP. 1 PER �� `E�� (TYP. 1 PER SECTOR) �L - SECTOR) SEE 5/C-4 - . ioyionne•Dagen.Conwttise -1; - Engineering with Precision Pace and Passion. I f 2675 Pratum Avenue V �r-� _ - _E%ISTING VERIZON ANTENNAS rL fir\ _ _ EXISTING VERIZON ANTENNAS OL Hoffman Estates,IL 60192 L t50'-o" A.G.L. I - T:224.293.6313 F:224.293.6444 4 , ,,, t60'-0" A.G.L. EXISTING VERIZON MW DISH EXISTING VERIZON MW DISH LL wtengineering.com - - - - ©COPYRIGHT 2021 THE W-T GROUP, t 58' 0" A.G.L. G OLP LLC i t58'-0" A.G.I. `\ 'I'2100633 EXISTING MW DISH TO REMAIN = ---EXISTING RRH TO REMAIN �` \ (TYP. 1 PER SECTOR) EXISTING MW DISH TO REMAIN -\ \\ _ VERIZON SI1`h NUMBER:4572OG NEW ANTENNA TO BE INSTALLED I \-EXISTINGT PER�SECTOR)NNA TO REMAIN • \ '-EXISTING RRH TO 6 REMAIN BU#:855864 EXISTING CARRIER GPS \`-EXISTINGPER ANTENNAOTO REMAIN SCHOLLS FERRY BEEF BEND ANTENNA TO REMAIN EXISTINGNTENNTOCORRER GPS 17026 SW FRIENDLY LANE ANTENNA REMAIN _ (TYP. 2 PER SECTOR) BEAVERTON,OR 97007 - - - - EXISTING CARRIER GPS ANTENNA \ - - - - EXISTING CARRIER GPS ANTENNA AMENDMENT 78'-6"MONOPOLI t36'-0" A.G.L. f36'-0"A.G.L. - f EXISTING 78.-6" MONOPOLE EXISTING 78.-6" MONOPOLE ISSUED FOR: REV 1 DATE DAWN DESCRIPTION DES./( . EXISTING VERIZON FEEDLINE TO REMAIN r EXISTING VERIZON FEEDLINE TO REMAIN (6) COAX (7/8") (6) COAX (7/8") A 04/30/21 JEG PRELIMINARY JKR 0 07/02/21 RAM FINALS Pat r--- EXISTING VERIZON FEEDLINE TO REMAIN -.--.-- - EXISTING VERIZON FEEDLINE TO REMAIN (1) COAX (3/8") (1) COAX (3/8") !--.- - -� EXISTING VERIZON FEEDLINE TO REMAIN (3) HYBRID CABLES (1") --(3 HYBRID VERIZONFEEDLINE TO REMAIN (3) HYBRIDIDCABLES ES (1") ----NEW VERIZON FEEDLINE EXISTING CHAIN LINK FENCE W/ EXISTING CHAIN LINK FENCE W/ (1) HYBRID CABLE (2") BARB WIRE COMPOUND TO REMAIN-'o -EXISTING CARRIER SHELTER TO BARB WIRE COMPOUND TO REMAIN —\-��- �' REMAIN �" REMAIN� CARRIER SHELTER TO V p ' " 14* � RCcF� I 'K � S CC 84338PE v —EXISTING TOWER FOUNDATION I /--- BY TOWER MANUFACTURER ----EXISTING TOWER FOUNDATION BY TOWER MANUFACTURER - .. I I I I 00 I- ___1 L._ � 13,2 J FFR)'S.GOA° IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ♦EXISTING SOUTH ELEVATION FINAL SOUTH ELEVATION SHEET NUMBER: ' REVISION: ®SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE C-2. 1 _ A LEGEND �' MOUNT ANALYSIS NOTE: STRUCTURAL ANALYSIS NOTE; JURISDICTIONAL APPROVAL: A STRUCTURAL ANALYSIS OF THE MOUNT HAS BEEN COMPLETED BY W-T'S SCOPE OF WORK DOES NOT INCLUDE A STRUCTURAL EVALUATION TOWER ENGINEERING SOLUTIONS, LLC ON MAY 20, 2021. THE LOCATION OF THIS TOWER OR STRUCTURE. NEW ANTENNAS SHOWN ON THIS PLAN EXISTING EQUIPMENT AND MOUNTING SHOWN IN THE STRUCTURAL SHALL SUPERSEDE THESE HAVE NOT BEEN EVALUATED TO VERIFY THE TOWER OR STRUCTURE HAS DRAWINGS THE CAPACITY TO ADEQUATELY SUPPORT THESE ANTENNAS. PRIOR TO ANY _ ANTENNA INSTALLATION, A STRUCTURAL EVALUATION OF THE TOWER OR NEW EQUIPMENT STRUCTURE, INCLUDING ALL ANTENNA MOUNTING SYSTEMS AND HARDWARE, SHALL BE PERFORMED. RELOCATED EQUIPMENT REMOVED EQUIPMENT xi EXISTING CARRIER EXISTING CARRIER Ierizon ANTENNAS TO REMAIN----\ — ANTENNAS TO REMAIN �., 3245 158TH AVENUE MS 231 \ EXISTING CARRIER ANTENNAS rL EXISTING CARRIER ANTENNAS CL BELLEVUE,WA 98008 VERI7ON EQUIPMENT �' ±82'-0" A.G.L. VERIZON EQUIPMENT \ ±82'-0" A.G.L. ♦ 4 ANTENNA CL' - ANTENNA CL: 60'-0• CROWN CASTLE MOUNT CL 60.-0"-0" — EXISTING TOP OF TOWER MOUNT CL: 60.-0" EXISTING TOP OF TOWER a":„.EXISTING ANTENNA TO BE d EXISTING RELOCATED ANTENNA MW DISH CL 58'-0• RELOCATED (TYP. 1 PER SECTOR)—, ±78'-6" A.G.L.Y MW DISH CL: SW-0" (TYP. 1 PER SECTOR) t78'-6" A.G.L. 1505 WESTLAKE AVENUE NORTH,SUITE 800 MOUNT CL: 57'-0• EXISTING RRH TO BE RELOCATED ,`,, MOUNT CL: 5T-0" (TYP. 3 PER SECTOR) EXISTING RELOCATED RRH -EXISTING OW TO REMAIN • SEATTLE,WA98109 • (TYP. 3 PER SECTOR) \ — (TYP. 1 PER SECTOR) -----EXISTING OVP TO REMAIN N —NEW OW TO BE INSTALLED. NVTGroup /- (TYP. 1 PER SECTOR) i '.,-. .j1. /�./ \ / SEE 3/C-4 \ Engineering with Precision,Pace and Passion. 2675 Pratum Avenue EXISTING VERIZON ANTENNAS OL 4•J_ _ _ EXISTING VERIZON ANTENNAS OL Hoffman Estates,IL 60192 7 — — — t60'-0" A.G.L. t60'-0"A.G.L. T:224.293.6333 F:224.293.6444 EXISTING VERIZON MW DISH CL ' '� , EXISTING VERIZON MW DISH OL wtengineering.com ©COPYRIGHT 2021 THE W-T GROUP,LLC ±58'-0" A.G.L. '� t58'-0"A.G.L. i(-":„. :::-,,,,,, {�\ �\ ` T2100623 • "',N —EXISTING RRH TO REMAIN NEW ANTENNA TO BE �v. �, `\ \ (TYP. 1 PER SECTOR) INSTALLED (TYP. 1 PER VERIZON SI I'E NUMBER:457206 � N—NEW ANTENNA TO BE INSTALLED NN "—EXISTING ANTENNA TO REMAIN SECTOR) SEE 5/C-4 ( (TYP. 2 PER SECTOR) OF 2) SEE 6/C-4 \. ' EXISTING RRH TO REMAIN BU#:855864 EXISTING CARRIER GPS \ EXISTING MW DISH TO REMAIN \\ —EX SANG ANTEN AOTO REMAIN SCHOLLS FERRY BEEF BEND EXISTING ANTENNA TO REMAIN ANTENNA TO ER RIEMAIN S \\ (TYP. 2 PER SECTOR) 17026 SW FRIENDLY LANE � \ �'---EXISTING MW DISH TO REMAIN BEAVERTON,OR 97007 EXISTING CARRIER GPS ANTENNA ---4.. EXISTING 78'-6"MONOPOLE' �.. EXISTING CARRIER GPS ANTENNA 0 t36'-0" A.G.L. 336'-0" A.G.L. • / EXISTING 78'-6" MONOPOLE ISSUED FOR: --- -EXISTING 78'-6" MONOPOLE REV I DATE DRW\ DESCRIPTION DES./QA EXISTING VERIZON FEEDLINE TO REMAIN _{ 04/30/21 JEG PRELIMINARY Jxit EXISTING VERIZON FEEDLINE TO REMAIN 1 (6) COAX (7/8") (6) COAX (7/8") 0 07/02/21 RS,I FINALS JKR +- EXISTING VERIZON FEEDLINE TO REMAIN -EXISTING VERIZON FEEDLINE TO REMAIN (1) COAX (3/8") - -- - (1) COAX (3/8") -.. - EXISTING VERIZON FEEDLINE TO REMAIN / 4 EXISTING VERIZON FEEDLINE TO REMAIN (3) HYBRID CABLES (1") EXISTING CARRIER - (3) HYBRID CABLES (1") EXISTING CARRIER SHELTER TO REMAIN \ SHELTER TO REMAIN—�\ .� (1E)W HYBRID� O CAL FEEDUNE .,y EXISTING CHAIN LINK FENCE WI ,'EXISTING CHAIN LINK FENCE W/ fl BARB WIRE COMPOUND TO REMAIN - l 1L. _ — BARB WIRE COMPOUND TO REMAIN ' — t � ill � ' 0 PRE I opz- Ct.'7 4338PE ! -EXISTING TOWER FOUNDATION ,—EXISTING TOWER FOUNDATION i ' BY TOWER MANUFACTURER -� ` i BY TOWER MANUFACTURER ._ eel E.. � BM 13 2�'\0 t_ _J L _IFF1)V S.GUI- IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ♦ / O0 EXISTING WEST ELEVATION OFINAL WEST ELEVATION SHEET NUMBER: ' REVISION: SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE (22.2 1`� r I JURISDICTIONAL APPROVAL: ANTENNA SCHEDULE CABLE SCHEDULE SECTOR POS. TECHNOLOGY RAD AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT. TOWER MOUNTED FEEDLI NE TYPE STATUS CABLE TYPE SIZE QUANTITY CENTER MANUFACTURER TILT TILT EQUIPMENT ALPHA Al LTE 700-850 / 60'-0" 5' COMMSCOPE JAHH-65C-R3B (1) ERICSSON - RRUS 32 B2 / (1) ERICSSON HYBRID EXISTING COAX 7 B" 6 LTE PCS - RADIO 2%2212 B5 / (1) RAYCAP OVP6 / ALPHA A2 LTE 700-850 / 60'-O" 5' COMMSCOPE AHH5 C-R38 1 ERICSSON - RRUS 32 866 / LTE AWS-1/3 J -6 ( ) - (1) ERICSSON - RADIO 2X2212 B13 EXISTING HYBRID 1" 3 ALPHA A3 L-SUB6 60'-0" 5' ERICSSON NL-SUB6 ERICSSON - VZE01 (INTEGRATED) - PROPOSED HYBRID 2" 1 ALPHA A4 CDMA 850 60'-0" 5' ANTEL BXA-80080/8CF - COAX FINAL CABLE QUAN1TIY 10 BETA 81 - 60'-0" 120" - - (1) RAYCAP OVP6 HYBRID BETA 82 LTE 700-850 / 60.-0" 120' COMMSCOPE JAHH-65C-R3B (1) ERICSSON - RRUS 32 B2 / LTE PCS - (1) ERR SSON CSSON-RADIO RRUS 32 866 / ■ BETA 63 LTE AWS-1/3 60'-0" 120' COMMSCOPE JAHH-65C-R3B - ver 'zon LTE 700-850 / ) (1) ERICSSON - RADIO 2X2212 B13 BETA 64 L-SUB6 60'-0" 120' ERICSSON NL-SUB6 FDS ERICSSON - VZE01 (INTEGRATED)R - 3245 158TH AVENUE MS 231 BETA B5 CDMA 850 60'-0" 120' ANTEL BXA-80080/8CF - COAX BELLEVUE,WA 98008 a:2 N BETA B6 5G 60.-0" 195' ERICSSON STREETMACRO 6701 (1) RAYCAP OVP6 HYBRID - CROWN CASTLE GAMMA C1 LTE 700-850 / 60'-0" 245' COMMSCOPE JAHH-65C-R3B (1) ERICSSON - RRUS 32 82 / 1505 WESTLAKE AVENUE NORTH,SUITE 800 LTE PCS - LTE 700-850 / (1) ERICSSON - RADIO 2X2212 B5 GAMMA C2 LTE AWS-1/3 60'-0" 245' COMMSCOPE JAHH-65C-R3B (1) ERICSSON - RRUS 32 B66 / SEATTLE,WA 98109 (1) ERICSSON - RADIO 2E2212 873 I` Grrup GAMMA C3 L-SUB6 60'-O" 245' ERICSSON NL-SUB6 ERICSSON SON - VZE01 (INTEGRATED) - GAMMA C4 CDMA 850 60'-0" 245' ANTEL BXA-80080/8CF - COAX 6yYIr4Y1e•DWpw•CewiWy I,,ngineering with Precision,Pace and Passion. GAMMA C5 5G 60.-0" 310' ERICSSON STREETMACRO 6701 (1) RAYCAP OVP12 HYBRID 2675 Pratum Avenue Hoffman Estates,IL 60192 T:224.293.6333 F:224.293.6444 wtengineering.com LO COPYRIGHT 2021 THE W-T GROUP,LLC T2100623 ANTENNA AND CABLE SCHEDULE SCALE: NOT TO SCALE VERIZON SITE NUMBER:457206 BU#:855864 SCHOLLS FERRY BEEF BEND 17026 SW FRIENDLY LANE 5'(AZIMUTH BEAVERTON,OR 97007 ---EXISTING ANTENNA TO BE (GAMMA) ' AMENDMENT 78'-6"MONOPOLE (ALPHA) _- RELOCATED (TYP. 1 PER 310' AZIMUTH 5' AZIMUTH _.-- SECTOR) S. A2SSUED FOR: Al A3 NEW OW TO BE INSTALLED. C5 AlA7 A2 A3SEE ,.■ =2=2,., _ --: I`. .— DUSTING 2 PERNNA TO SECTOR)REMAIN EXISTING 74'- \ " "ill ��,PI Aq DATE DAWN DESCRIPTION DES./Q-{,4_ _ ' �-- A4 8 6".-MONOPOLE -�, a, — -- _NM to 04/30/21 JEG PRELINDNARY JKR EXISTING 78'-6" MONOPOLE _-- -'=� II II 07/02/21 RS\S FINAIS JKR 'I e ' _- II 11 ---EXISTING OVP TO REMAIN \ -- ,\ 11 N (TYP. 1 PER SECTOR) II II - --- II \ 'il III \ N / III NI / ♦ • 114 \\ it of —EXISTING RRH TO BE II 11 C4 VV A TII iI RELOCATED (TYP. 3 PER C4 1•VV AA 1III _ _ EXISTING OVP TO REMAIN f SECTOR) V\ ` �' B1 a\ �` 7� (TYP. 1 PER SECTOR) �\ % � EXISTING RRH TO REMAIN V\ / � 81 C3%�i \ . (TYP. 1 PER SECTOR) 1 \ �?�-' t•�� /f C3 erg'^' % - EXISTING RRH TO REMAIN \� �.� ��. ‘Q s\ ,� yxg �` G'4• (TYP. 1 PER SECTOR) 9 Rom, \b �,�� ,, - ' 0A �� ,,� 1�, �Bz �° 82 R PR FF 245 AmmA)AZIMUTH �%% t V N. N• �� —EXISTING ANTENNA TO REMAIN �� . C2�I\a\\ o. ��• (TYP. 2 PER SECTOR) \� �G S N E'� BOA % (BETA) �/ \� % /,� �-___- 11J v % �i 120' AZIMUTH (GAMMA) V\ 'if 83 EXISTING RELOCATED RRH 1 cr 84338PE • C2 1• \\\ ��, 245' AZIMUTH ,�\\\ \ (TYP. 3 PER SECTOR) \ �/,� C1\ � �.'i '\ . (BETA) -. % 83 \ 120' AZIMUTH eV& E-; l d� B4 • �4� ��/ F 4 13 2. C1I �f '� EXISTING RELOCATED ANTENNA ��L�� , ,d�j •1B4 B6 , '�BS (TYP. 1 PER SECTOR) < ° \ —NEW ANTENNA TO BE INSTALLED (TYP. 1 PER LEGEND i SECTOR) SEE 5/C-4 (BETA) `NEW ANTENNA TO BE INSTALLED 195' AZIMUTH (TYP. OF 2) SEE 6/C-4 IT IS A VIOLATION OF LAW FOR ANY PERSON, EXISTING EQUIPMENT UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. _ NEW EQUIPMENT • • EXISTING ANTENNA PLAN AT 60'-0" SHEET NUMBER; REVISION: /I��iI RELOCATED EQUIPMEN` FINAL ANTENNA PLAN AT 60'-0" ,III© _ O2 SCALE: NOT TO SCALE \. SCALE: NOT TO SCALE 3. 1 v REMOVED EQUIPMENT ` t To JURISDICTIONAL APPROVAL: ANTENNA SCHEDULE CABLE SCHEDULE SECTOR POS. TECHNOLOGY �'O AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT. TOWER MOUNTED FEEDUNE TYPE STATUS CABLE TYPE SIZE QUANTITY CENTER MANUFACTURER TILT TILT EQUIPMENT ALPHA Al - 5,T-0" 180' RFS/CELWAVE SC2-1908B - (1) CERAGON - RFU-CX-11 COAX EXISTING COAX 3/8" 1 FINAL CABLE QUANTITY ♦ ♦ . verizonv 3245 158TH AVENUE MS 231 ♦ BELLEVUE,WA 98008 , a:CROWN ,CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 ♦ SEATTLE,WA 98109 WNTGroup Engineering with Precision,Pace and Passion. 2675 Pratum Avenue Hoffman Estates,IL 60192 T:224.293.6333 F:224.293.6444 wtengineering.com C COPYRIGHT 2021 THE W-T GROUP,LLC ♦ T2100623 (:),ANTENNA AND CABLE SCHEDULE e I SCALE: NOT TO SCALE VERIZON SITE NUMBER:457206 BU#:855864 SCHOLLS FERRY BEEF BEND 17026 SW FRIENDLY LANE BEAVERTON,OR 97007 AMENDMENT 78'-6"MONOPOLE ♦ i ISSUED FOR: I REV DATE DRWN' DESCRIPTION DES./QA A 04/30/21 JEG PRELIMINARY JKR 0 07/02/21 R50 FINALS JKR ♦ I EXISTING 78'-6" MONOPOLE -- EXISTING 78.-6" MONOPOLE ,N --EXISTING ODU TO REMAIN j�ir_ e 450131%ttp _- `ir` --EXISTING ODU TO REMAIN PR 1 _ ! rO OFt� EXISTING MW DISH TO REMAIN --EXISTING MW DISH TO REMAIN ��w i V I �ss>O lv <lr 'F' Y Al Al II- 84338PE 180( PHA) I (ALPHA) :. „e . ina 180' AZIMUTH i • 0C.13,2O. 'c.FRys.Gu1°�5 LEGEND IT IS A VIOLATION OF LAW FOR ANY PERSON, EXISTING EQUIPMENT �'NLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. NEW EQUIPMENT 2 SHEET NUMBER: REVISION: EXISTING ANTENNA PLAN AT 58' 0" u �i�IIIu,,, RELOCATED EQUIPMENT FINAL ANTENNA PLAN AT 58'-0" ull��\ _ 3 .2}SCALE: NOT TO SCALE N }SCALE: NOT TO SCALE © C N. REMOVED EQUIPMENT ` / r 44 ` INSTALLER NOTE: JURISDICTIONAL APPROVAL: 16.50' — 1.61" JUMPERS TO BE TORQUED TO 221.27 IN/LBS. OVP-12 6. ° \ 00 a o (2) NEW BARREL CUSHIONS SITE PRO P/N: BC124 NEW TOWER STANDOFF KIT `--MOUNTING BRACKET SITE PRO P/N: STK3 NEW CABLE BLOCK 50mm _ milMOUNTING HARDWARE SITE PRO P/N: CH50,, �OOO • 00 CABLE TIE - • mm Q 20 4 P11III ( I , 1 ■ 00 O a verizonvf OO '—'(1) WRAPS OF it i INSULATION TAPE 3245 1581'H.AVENUE MS 231 O O 1 (OVERLAPPING 50z) BELLEVUE,WA 98008 1 SELF N PRO P N: CXB158 • (STRETCH AMALGAMATING 30%AOVERLAPPING 50%) _� _I��I_ \I� a l '-3" STD. (3-1/2" Oa) (3) WRAPS OF INSULATION TAPE (2) STRETCH WRAPPED WRAPS OF ITE SUPPORT OVERLAPPING 50%) CROWN NEW PROLE/LOCK ( I 177/1 i � �►,i CASTLE I■riij 1-.- -- tti Fl 1505 WESTLAKE AVENUE NORTH,SUITE 800 o 'I ' SEATTLE,WA 98109 IF WI'Group 0 0 X Gagirmoring•Design•Combing 1z so" � Engineering with Precision,Pace and Passion. MOUNTING BRACKET FRONT VIEW 2675 Pratum Avenue MOUNTING BRACKE' Hoffman Estates,IL 60192 41RF VIEW T:224.293.6333 F:224.293.6444 wtengineering.com COPYRIGHT 2021 THE W-T GROUP,LLC T2100623 CI)RE JUMPER DETAIL O RE JUMPER CONNECTION OOVP DETAIL O NOT USED VERIZON SITE NUMBER:457206 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE - .. . - �` BU#:855864 Y SCHOLLS FERRY BEEF BEND ERICSSON ERICSSON 17026 SW FRIENDLY LANE AIR6449—LS6 STREETMACRO 6701 BEAVERTON,OR 97007 DIMENSIONS, HxWxD: 30.8" X 16.1" X 10.8" DIMENSIONS, HxWxD: 20.5" X 7.9" X 4.9" AMENDMENT 78'-6"MONOPOLE ANTENNA WEIGHT: 88 LBS. ANTENNA WEIGHT: 29.0 LBS. 1 ISSUED FOR: REV DATE DRWN DGSCRIPTION DES./Qv A 04/30/21 JEG PRELLMINARY JICR 0 07/02/21 RSM FINALS 1 JKR NEW ANTENNA—Ns 10.8 16.1" BRACKET KOWNTILT• \ 1 PIPE TRANSFER KIT, PROVIDED BY • MANUFACTURER J 4.9" L. 7.9" 1 a'� �j IN. A • .I4 .aO� __i_ Itr---- ! ,p PROF A� F o, ..... , 1 i NEW PIPE MOUNT- r ��(9 ��I IV��Q� 0 o / O 84338PE -t"' N: 0 O - —PIPE MOUNT ** 1\ 0 r�� O ' o .0, 13,2�'`° \ - ' �FRY S.GU��S SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW i -METAL MOUNTING FRAME IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL.ENGINEER, 1 TO ALTER THIS DOCUMENT. SHEET NUMBER: ' REVISION: A A OVP NG DETAIL T USED A QSCALENNOTETOILSCALE CD SCALENNOTETOLSCALE CD SCALE:ONOTITO SCALE OSCOALE: NOT TO SCALE EDSCALENNOTOT TNTING O SCALEETAIL C_4 L r JURISDICTIONAL APPROVAL: Service info 850 WIZ sr+a 0000 5ns 9a066 0001 0002 0003 000/ _.0E02 0003_.. Azimuth 5 120 245 5 120 245 Dell/ENoae8ID 0059064 0059064 0059064 0059064 0059064 0059064 Antenna Model 14N1,6X-R3B-V2 JAHH-6X.R3842 JAHH-65C-R3&V2 / )AHH.64G-R3B-V2 JAHH"55C-R38-V1 )q"n.6X-R38,V2 veria�f1l•1y Antenna Make Antenna Centerinre(FU ANDREW ANDREW ANDREW ANDREW ANDREW ANDREW LV1 50 60 60 60 fi0 60 fuze(RFDS Mechanical Down,...) 0 0 0 0 0 0 Electrical Down. 2Tilt 0 2 9 ?: �6: -:. WEST>PaCifie>Pacific Northwest a Portland>ORM-BARROWS Tit)height za 64 64 64 64 6a Regulatory Power 406.24 410.76 401.87 39r�6a 59 Reddy.Doha-ooha.reddy@venzonwireiess.com-12'16/202016.3.6 TMAMake TMA Mode) Project Details RRU Make Ericsson Eric.sAn Ericsson Ez069on Ericsson Ericsson 1Location Information RRU Model 2x221285 2x2212 85 2x2212 85 2x2212 B5 2x2212 85 252212 B5 -.. Number of Tx,Re Linos 4,4 4,4 4,4 4,4 4,4 41 Carrier Aggregation:false Site ID:457206 Pombon rId 6353098 6353100 6353302 1111661313 ..." `7'51E340 )),A16342 MPT Id: E-Nodes ID:0005064,0095064,305064,005064,0059064 « Arou a% ATO ail Ar0 A% A 0 aPl ATOLL_API a OL 4000 005 LTE eCIP-O:false PSLC:172114 seom Of 02 O3 m UI 03verizon Project Name:5G L-Sub6-Carrier Add Switch Name:Hillsboro CeR/EN�e o 305064 3 sC.R3 3os064 305064 3015064 3051164 Antenna Mod0 IAHH-65C,R38-V2 1100465C-R36-W 1.6005C-1138-V2 141H65C-R38-V2 W.45C-R38-V2 NH14-65C-R38-02 FUZE Project ID:16230218 Tower Owner: Designed Sector Carrier 4G:17 Tower Type:Monopole Anfetna Make ANDREW ANDREW ANDREW ANDREW Antenna CanterrnelFu 6o 60 60 so ANDREW ANDREW 3245 158TH AVENUE MS 231 MechenkalDown-TUNDeg.) 0 0 ° BF.T.i.FVUE,WA98008 Site Type:MACRO Etazbkal Down-TM 0 1 3 ° ° ° Designed Sector Carrier5G:19 Tip Height 64 64 64 64 64 64 Additional Sector Carrier 4G:N/A Street Address:17026 SW FRIENDLY LANE ReenMtoMAMake 26664 21404 28603 3T4 4 274.04 frets CROWN TMA Make Additional Sector Carrier 5G:N/A City:BEAVERTON T"'"Model CASTLE RRU Make Ericsson Ericsson Ericsson E':an E4csson E CASTLE RRU Model EMUS,B2 RR 532 B2 RRUS32 82 0.0.US32 R2 gU532 82 RRU532 R2 SiteTraker Project Id: State:OR Number of T.,Rs LANs 4,4 4.4 4,4 4,4 4 4 44 1505 WESTLAKE AVENUE NORTH,SUITE 800 FP Solution Type&Tech Type:MODIPICATION;SG 28GHz,5G L-Sub6- Zip Code:97007 Position Transmitter Id 6353103 6353106 6353109 75142324 7515327 7518338 SEATTLE,WA 98109 Prep,SG Radio Swap Source ATOLL_API ATOLL_A% ATOLL_API ATM_API ATOLL API ATOLL_API County:Washington _.. - 4oNNi E �ZTCI�COUIp Suffi%: Latitude:45.425672/45°25'32.4192"N sector 01 0Aoo2 02 -.... Azimuth 5 129 245 5 120 245 oN 01 o2 03 Longitude:-122.852044/122°51'7.3584"W Cell/EN*.BID 305064 305964 305064 305064 305004. 305064 Antenna Model JAHH65C-R38-V2 JAHH 65G R3B 02 141111-65C R3B-V2 JAHH 65C-638-V2 JA101.65GR38-V2 )ARM 65C-R38-V2 RFDS Project Scope: 8/6/2020:OP _ "�" Antenna Make ANDREW ANDREW ANDREW ANDREW ANDREW ANDREW E with Precision,Pace and Passion. Antenna Center1.1Ft) 60 60 60 60 60 60 Engineering Oil+ -5G mmW add on 2 sectors only. Meohen Down-TM(De9) 0 0 g 0 0 275 Pran1111 Aenue l Down rot 1 1 3 1 I s Hof n Estates,IL 60192 Electrical -5G L-Sub6 Carrier add on 3 sectors. TM Height 64 64 64 64 64 64 T:224.293.6333 F:224.293.6444 -Retaining the antennas on LTE 700/850/PCS/AWS1/AWS3 bands. Regulatory Power 000.99 9254 u6.25 1r146 1814r - 191.44 wtengineering.com TMA Make -Retaining radios on LTE 700/850/PCS/AWS-1/3. TMA Model ©COPYRIGHT 2021 THE W-T GROUP,LLC RRU Make Ericsson Ericsson Ericsson Ericsson Ericsson ntss5n T2100623 RRU Model RRUS32 866A RR0532 866A RRU532 866A RRUS32 866A RRU532 866A R5U532.6A 12/16/2020:OP-Per new guidelines,updated IT diagram to reflect 3 CPRI connections from L-sub6 antenna/radio to OVP. Number of TX, 4,4 44 4.4 4,4 4,4 4 Transmitter id6353104 6353147 6353110 T336325 1536328 1516331 VERIZON SITE NUMBER 457206 Sour id ATOLL API ATOLL API ATOLL 10 A751632 P: q:516 API ATOLL qP!. SG M02 ssE6012 350MRL 5310A Sector D, 9aao BU#:855864 Sector 01 02 03 Of 02 03Azimuth 120 245 5 02 a3 01 O2 D3 124 245 Azimuth 5 124 ...245 5 120 245 SCHOLLS FERRY BEEF BEND Cell(ENode BID 005064 005064 005984 405064 005064 005064 Cell(ENode BID Antenna Model (AI01-65C-R38-V2 JAHH-65C-R3B-V2 J41.111-65C-R38,V2 JAHH-65C R3B V2 JAHH-65C-R3R-V2 JAHN-6X-N36-V2 Antenna Model BXA-80080-8CF(704541 B.-80000)8CF 170454) BX480080)8CF(70454I BXA-80080-8CE(70454) BX4-80080-8CF 1704501 8%4.80080-SCE(70454) 17026 SW FRIENDLY LANE Antenna Make ANDREW ANDREW ANDREW ANDREW ANDREW ANDREW Antenna Make ANTEL ANTEL ANTIC ANTIC ANTES ANTEL BEAVERTON,OR 97007 Antenna Centerine(FU 60 60 60 60 60 60 Antenna Centerrme(Ft) b0 60 613 60 60 60 Mechanical Down-TaDegI 0 o 0 0 0 0 Mechanical Down-1381ee9.) 0 0 2 0 0 2 ElectnoalDewn.T8 0 9 : ,.. 2 r- EIt0N<alDown-TM 0 9 0 0 0 0 AMENDMENT 78'-6"MONOPOLE TM Neigh. 64 64 64 64 6s 64 TM Height 64 64 64 64 64 64 Regulatory Power 406.24 410.76 401.87 329,52 302E0 Regulatory Power 394,46 394.46 394.46 394.46 394.46 3.06 TMA Make TMa Make TMA Model TMA Model ISSUED FOR: RRU Make Ericsson Ericsson Ericsson Ericsson Ericsson Er•tswn RRU Make RRU Model 2X2212 85 2e2232 85 222212 B5 2,212 35 2,212 B5 2,212 95 RRU Model Number of Tx,Rx Linea 4,4 40 4,4 4,4 4,4 44 Number at Tx,RRI,Lines IPTI POBk'On Ppaition REV DATE DAWN DESCRIPTION DES./QA , TranamtterM 6353098 6353100.... 6353102 2525333 7516340 7516342. Transmitter id Source ATOLt A% ATOLL API ATOLL API ATOLL q% gTOLL_API ATOLL API Source ATOLL API TOLL A% ATOLL L API TO API ATrILL API ATO_ PI A A 04/YVM JEG PRELIMINARY JER 4•.Vs3 sect« - SG. - M.5R.c6 - _..... _.... - ... _ >cLs 0 07/02/21 RSM FINALS J[at 01 03 03 01 az e3 Sector 000r 0002 0003 Azimuth 5 120 245 5 120 245 Azimuth /3 5 120 245 Can/ENode8ID 305064 305064 305064 305064 305064 305064 Ceti/ENode a ID 0EAR- 0005064 0005064 0005054 -Antenna Model J4HH-65C-R39-V2 JAHH-65C.R38-V2 JAHH-65C-R36-V2 JAHH)65C"R38-V2 JAH1065C-R30-V2 JAHH-65C-R38-V2 Antenna Model rttrSubb Antenna nl-Sv56 Antenna nLsm6 Antem±a Ante«w Make ANDREW ANDREW ANDREW ANDREW ANDREW ANDREW Antenna Meke TOO TOO TOO S • Antenna Centerllee(Fi) 60 60 60 60 60 60 Antenna Cente,ine(Fti 22,- 60 60 60 Mechadcal gown-TIR(Deg.) 0 0 0 0 0 ._... .IRRee-TDegl 0 0 0 'd '. Electrical Down-Tat 1 1 3 I 1 4y' M( `.„.,;:,) .::: Electrical Down-Ta "` 3 3 3 61' fill 621 T.Height 64 64 64 64 .,,..,__fi4 64 TIP Height 1=-7, Regulatory Power IDS 89 108.S9 118.25 '2722Z T -::, . . :: Regulatory Power 2711.GA 2111.OA 2711.04 TMA Make TMA Model TMA Make TMA Model RRU Make ErirM*5340n Ericsson Ent5500 Ericsson Eicsson E5css0n RRU Make 9.,,. F02000 Er;cs5en Ericsson.RRu Model RRU532 8.4, RRU532 E66A RRU532 866A RRUS32 8664 RRU532 8664 RRU532 B66A RRU Model VLEOln VEE01 V2601 Number of Tx,RA Linea 4,4 4,4 4,4 4,4 4,4 44 Number of T;Re Lines .; 4.4 44 A Poakwn peg., Transmitter Id 6353105 6353108 6353111 - $326: - 7518329 7516332 Transmitter Id Sou'... 2516359 2516360 7516361 R 4 Source ATOLL,AN ATOLL-AR ATOLL API ATOLL API ATOLL API ATOLLL .API Sour. 0, ATOLL_AN ATOLL API ATOLL AN ��O PROFS ,E GOOg NYS 2e cris Sector 01 m af.... 05 02 03 sect« 0003 Azimuth 5 120 245 5 120 245 Azimuth 0002 0WB Cell/ENode B ID 005064 005064 005064 005064 005064 605064 Cell(ENode8ID i:.. 15464 950 rG Antenna Model JAHH-65C-R38-V2 JAHH-65C-R38-V2 JAHH-65C'R3B-V2 JAHH-65C-R38-V2 JAHH-65C"R38-V2 JAHH-65C-R38-V2 Antenna Model V0941B 46701,4 ` /z+. ".� VZ-5M6T01 T8 Half V2-SM6702 TB Half //�z� ` OAntenna Make ANDREW ANDREW ANDREW ANDREW ANDREW ANDREW Antenna Make Erics50n Erk.ss0n `+l /-' 7Antenna 04010Rne(F0 60 60 60 60 65 60 Antenna Centerhne(FU �zMechanical Down T480eg.) 0 0 0 0 0 0 Mec6a0Azal Down-Te(Deg.) Etecbi°ai Down-Tel 2 2 6 2 2 8 Electrical Down-Tilt . 5 4 W, 60 69 338PE art 6 6 no Height 64 64 64 64 64 64 Tile Haight .:: 60.9 60.9 Regulatory Power :2313 32393 123.23 12},23 123 Reg 43 ulatTMA Make ory ower iR.- 021 e.21 TM i E a TMA Matra TMA ModelTMA Model P 40P MI Mite Ericsson Ericsson Ericsson Ericsson Ericsson Ericsson RRU Make Ericsson Ericsson O RRUM4dal 2a2212013 2x2212813 2.2212.913 2x2212813 242212 813 202212613 RRU Model 6.67012800 5M670126 DC Number of Tx,R.Lies 4,4 4,4 4,4 94 4,4 44 Number of T2,112 Lines 2,2 22 ♦Y!(�/.✓�,1312o��,�Position Poaexm 7515316 7516319 \-/`(� O `� TransmitterSuce 6353,A 6353099Ur_41 TOLL_1 TS'2a339 TOLL_A``1.."' = Transmitter Source E. ATOLLAPI ATOLL API �`/'y S. G L1 Source ATOLL.,API ATOLL A% ATOI,L�APi ATOLI,fPI TO! a-, ',TOLL A% 5=v r A.r.i rs l3 11 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ()RFDS SCALE: NOT TO SCALE SHEET NUMBER: REVISION: C-5 . A JURISDICTIONAL APPROVAL: (005064,305064)POR BARROWS— [3 Sector—4x4 RET RRH(700,850,PCS,AWS1,AWS3)+CDMA(850)] [5G-2 Sectors-28GHz+L-Sub6—3 Sectors] SECTOR 1 1 , SECTOR 2 I I SECTOR 3 IS.l ImoS 12451 „ to awl amtawA [m ® nommlaurl ® ��'� �� „1 .1.,1 11 .s1_` .„lam 6Y6��Y Y6f6 iiiiiii't■ ai' Flh MI rWr c: 3245 158TH AVENUE MS 231 :DIM ��-a CORM opp BELLEVUE,WA 98008 +1 CROWN L. 0�,�.CASTLE t 1505 WESTLAKE AVENUI'.NORTH,SUITE 800 I EEE1 SEATTLE,AA\98109 -. Oil O17;. -.0 C11 00. on Oo, 'Li I. •tjr° •ire ,tyre rtjrt .. .. WWYGroup i ---- Engineering with Precision,Pace and Passion. I�z I '-- ---- 2675 Pratum Avenue --;j .'' r' " �; " " Hoffman Estates,IL 60192 T:224.293.6333 F:224.293.6444 I CO COPYRIGHT 2021 THE W-T GROUP,LLC qqr�a T2100623 - �I.I rl st hN I •.s., I.1° VERIZON SITE NUMBER:457206 BU#:855864 SCHOLLS FERRY BEEF BEND 17026 SW FRIENDLY LANE BEAVERTON,OR 97007 AMENDMENT 78'-6"MONOPOLE 1 SOt»At ISSUED FOR: RET Control Path Note -oo •--- Rv413 AB Smart Bias's(SBE)/Internal Rias0c,or REV" DATE DRWS DESCRIl'ITON DES./Q.t Aws_____ exneA rival 41SG RET Controllers are Riven PCS------ 8e d2 by theBOE.D cum jumper pathways A 04/30/21 JEG PRELIMINARY I JKR ------- Bands - Aws1/3---- 6and66A Example ry•.; 1 0 07/02/21 RSM FINALS _ PLR cass_____eaneae Antenna porn t EAR------Bena46 driven by RIM ports 00506r4_._I 305064 —.. i� *` g52 V •5;. a# _ gfi530-3.3.S:06b can Be separate radios cascaded.A W'3 shown split throe wuYa•:supports BZ N .sp I to _ Branches Cells ttt f x BBl AB .on split oont split RBI ABA- ul 1611 on X!NLI 18Rort XNI:t XII, !it 11 2 1 to RBIP A 0 10 ::: F < h6630-3-3-5PAOPR F1 3134at \ oXA1131P 1F__ p to 7fUUYyM2 I'0I � L� I._ fl9.. oXUE(pon3 12(1 uFto a I t . F BandwWM(MHz) 35 up 20m P F AWS.Ltae 1 a r^�� _(t7 1 �� l'l� merzmn a.20 p I x , to BM h 8 0 12 l00 trey 4 2.5 Thor RS 4 4 F PCS t�.a ti0 3 B 1 1 W \ T%or Rt O 4 p F . 1 N . -, 11 1 s 4 12 1 . 84338PE fowIABN' itVJ Il }6 0 ) 10 - port PC�nnnm ft0 4 k I I 9 tlStJ bee .WI F Port K. 1 t to RBI pen 20 ' 700.ns. 4u 2.5 p tI port Al +P Q O .,., ,,, 1 660 24 6e 6 12 F �C 13 2.° FFFR)'S.GUI0 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. Q CONFIGURATION DIAGRAMSCALE: NOT TO SCALE C SHEET NUMBER: REVISION: —6 _ A r r JURISDICTIONAL APPROVAL: 8" PVC PLUG TO ANTENNA HYBRID CABLE A---- TO ANTENNA HYBRID CABLE 8" PVC PLUG CPLG. (THRD.) T/FINISH GRADE / , COPPER/GALVANIZED GROUND BAR ® ! COPPER/GALVANIZED GROUND BAR -- / i F �� -c 0 0 o O OO O0000000000 o O 0000000000 000 �•�,y y,�y�y�Y•�Y•�• 147I Lr i1�'i1t rice'i�J't4 i F"- i lSt o o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�O o 0 0 0 0 0 0 O O 0 0 0 0 • • • • • • • • 00 0 00 0 000000 000 0000 A OOOOO 000000000000 �•�• _.r.r.-.r._.-.� O OO O A OO -,it�it —__ _it .t:araYzaf1eo.et SUBGRADE w I -._-„---, o #2 SOLID (TEST LOOP) -• #2 SOLID TINNED COPPER z I CONDUCTOR TO TOWER/SHELTER z NOTCH SIDES OF 8" PVC SCH 40 PIPE TWO HOLE LONG BARREL ' TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TIP. FOR N a /� TO ALLOW EXIT/ENTRANCE OF1--COMPRESSION LUG (NP) (TYP) BOTTOM GROUND BAR ONLY) o EXOTHERMIC WELD , GROUND RING WIRE I'd NOTES: NOTES J ____—__ 1 T—III—I 11— —1 I—I 11—T,I I-�I I- 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 0 �/�,7- ,I \ TRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). _ %` - 2/0 TINNED CU EXTERNAL 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. CADWELD TEST LOOP TO - I ` TOWER GROUND RING WIRE Ve r I ZO l'1 GROUND RING WIRE NOTES- `--- 5/8" 0 x 10'-0" LONG COPPER CLAD GROUND ROD 3245 158TH AVE\LE MS 231 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE BF.T.i EWE, \.\98008 VERTICAL 2. GROUND WIRE SHALL BE MIN. 48" BELOW GRADE OR 6" BELOW FROST LINE. (WHICHEVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) CROWN am:k.,::CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 ®SCALENNOT SECTOR TO SCALE SCALE:GROUND BAR DETAIL ®TOWER/SHELTERTO NOT TO SGAGROUND BAR DETAIL ®SCALE:E NION WELL TO SCALE DETAILSEATTLE,WA 98109 NNTGroup Engineering with Precision,Pace and Passion. 2675 Pratum Avenue Hoffman Estates,IL 60192 T:224.293.6333 F:224.293.6444 wtengineering.com STAINLESS STEEL BOLT ©COPYRIGHT 2021 THE W-T GROUP,LLC / (TIP) T2100623 / - STAINLESS STEEL TO TOWER MOUNTED EQUIPMENT, FLAT WASHER TO ANTENNATMP), \ MONOPOLE 2-HOLE CRIMP/ / (TIP) VERIZON SITE NUMBER:457206 c_ COMPRESSION ANTENNA GROUND BAR CONNECTOR • LOCATED AT MCL BU#:855864 (BONDED TO TOWER STEEL) GROUND SCHOLLS FERRY BEEF BEND STANDARD CABLE 2 HOLE LUG (TIP) l II-' 17026 SW FRIENDLY LANE GROUND KIT (TIP) `------ STAINLESS STEEL FLAT WASHER BEAVERTON,OR 97007 #6 STRANDED CU WIRE WITH) STAINLESS STEEL - -� (Ti') AMENDMENT 78'-6"MONOPOLE. GREEN, 600V, THWN BELLVILLE WASHER -..--. STAINLESS STEEL NUT --_.---. 6" WIDE METALLIC HTEL INSULATION (OR AS PROVIDED (TIP) (TIP) GRADE -, WARNING/LOCATOR TAPE AT WITH GROUND KT) (TIP) I SINGLE CONNECTOR AT GROUND BARS 12" DEPTH ISSUED FOR: ( -� REV DATE DAWN DESCRIPTION IJF.1.:c�.\ STAINLESS STEEL BOLT t- /MECHANICAL CONNECTION z ) A 04/30/21 JEG PRELIMINARY JKR % r1 (TIP) ./:---' STAINLESS STEEL �_ ( ` 0 07/02/21 RSM FINALS Jiac i CABLE GROUND BAR WITH j FLAT WASHER a�'� -- EXOTHERMIC WELD HYBRID CABLE-� '� i� INSULATORS, CONNECTED �� - -- (NP FOR ALL) -\ DIRECTLY TO THE BOTTOM DRAGON TOOTH WASHER w OF MONOPOLE. SEE NOTE 1. (NP) �^1 ) ____ __ ) STEEL TO BTS EQUIPMENT VIA- ,--- 2/0 TINNED BARE TRAY OR ICE BRIDGE COPPER WIRE �. 2-HOLE CRIMP/ = -MONOPOLE PIER COMPRESSION - ------- STAINLESS STEEL GROUND RING Jj2 COPPER WIRE CONNECTOR FLAT WASHER SOLID, TINNED FOR CARRIER AND ICE / GROUND WIRE (NP) BRIDGE GROUND LOOP SEE NOTE 3 GROUND WIRE- STAINLESS STEEL --/ STAINLESS STEEL NUT NOTE 3 S BELLVILLE WASHER -....,\ (TIP) TOWER GROUND G RING 2/0 ROUND LOOP (TIP) 11--i-1- SINGLE CONNECTOR AT STEEL OBJECTS !! D PR OF-- . INSPECTION WELL=. -EXOTHERMIC WELD (1YP) .CV Ss .`� `GEN ip NOTES: STAINLESS STEEL ---, �- STAINLESS STEEL �.` A SELF-DRILLING \ `,('� !� 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA METAL SCREW FLAT WASHER ! LOCATIONS AND CONNECTION ORIENTATION. CABLES EXCEEDING 200 FEET ON THE TOWER (TYp) (NP) GROUND ROD COPPER 84338PE - SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. \ CLAD STEEL ROD W/MIN. 5/8 0 a 10'-0" LONG CRIMP/ - .... E+: COMPRESSION I ' ' ' I 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2-HOLE \ 0E0 TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. I_ 1 I-1 p CONNECTOR I ! `J 3. ALL TOWER RECOGNIZEDGROUNDING SYSTEMS EDITION OF ANSI/TA 222EL AND NPLY FPA WITH THE THE REQUIREMENTS OF THE METALLIC OBJECT NOTES: v evo4 13,2n� DRAGON TOOTH WA(TMP)HER i GROTINDLROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE ��Ry3 GU 1- SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 48" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) IT IS A VIOL.{TION OF LAW FOR ANY PERSON UNLESS THEY'ARE ACTING UNDER THE DIRECTION ®TYPICAL ANTENNA CABLE GROUNDING 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS ®SCALE: GROUND ROD DETAIL OF A LICENTOALTSEDER PROFESSIONTHISDOCUIW.AL ENGINEER, q- NT. SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOT TO SCALE SHEET NUMBER: ' REVISION: G- 1A r r L JURISDICTIONAL APPROVAL: WIRE SIZE BURNDY LUG BOLT SIZE '; so to #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT TYPE Hq TYPE 2-YA-2 TYPE XA TYPE YA-7 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT NNtt:S '� #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT j Imo. Kam,; r I TYPE W TYPE VN TYPE NCB TYPE SS TYPE GR BURNDY GROUND LUG W/ CHEAT SHRINK LONG BARREL � (SEE CHART) / (CLEAR) NUT / GROUNDING a (TYP) / CONDUCTOR cip-� �' �� LOCK WASHED ,., ;, �� ('TP) -�M F• ■ TYPE VS TYPF_V TYPE PT TYPE Gr 121/ NOTE: my �.n verizon 1 '.\ GROUND BAR--'I BOLT 1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC `-(SEE CHART) 3245 158TH AVENUE MS 231 MOLDS TO BE USED FOR THIS PROJECT. \\� (ryP) BELLEVUE,WA 98008 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. '�BURNDY TWO HOLE LUG W/ �� LONG BARREL • • çECBART) CROWN OCADWELD GROUNDING CONNECTIONS RE WIRE TO BE CC CASTLE SCALE: NOT TO SCALE -OX AT BOTH ENDS 1505 WESKE AVENUE NORTH,SUITE 800 WA 98109 • STRANDED (GREEN INSULATED) ONLY FOR #6 AWG TO ANTENNAS (SEE CHART) 'WIT WEATHERPROOFING KIT- - --------_.--- ■V'I (SEE NOTE 3) / Gi• ••�• D (TYPICALLY) n eell[f with ,Pa and Passion. 12"TO 24" E -_ WEATHERPROOFING g2675 PtatunlPrecision Avenceue 120" MAX- RX2 TX1/RX1 192 (TYP) NOTES: T:224.293.6333KIT HoffmanEstates,F:224.�93.6444 CABLE JUMPER ryP. ,-- .-.....-_ GROUND KIT 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 0�.COPYRIGHT THE W-T GROUP,LLC ( ) (Typ) ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, • T2100623 FLAT WASHER AND NUT. CONNECTOR�� #6 AWG MECHANICAL LUG CONNECTION x' WEATHERPROOFING KIT VERIZON SITE NUMBER 457206 #6 AWG STRANDED COPPER GROUND WIRE------- ---- \f- (TYP. SEE NOTE 2) ®SCALE: NOT TO SCALE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 /—COPPER/GALVANIZED CABLE GROUND BAR BU#:855864 CABLE GROUND KIT / BONDED DIRECTLY TOWER SCROLLS FERRY BEEF BEND / 17026 SW FRIENDLY LANE CABLE CONNECTOR--------- ANTENNA CABLE--/ #6 AWG MIN. FROM ANTENNA TO BTS EQUIPMENT MP.) CABLE GROUND KIT^��._, BEAVERTON,OR 97007 NOTES- -....A ' , AMENDMENT 78'-6"MONOPOLE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND ro > -o -e I _ _ _ I WIRE DOWN TO GROUND BAR. • NOTES: ISSUED FOR: 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE J - - `1 " „ I -'-- D.{TE DRWN EIP'CION DES./Q: 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BRIDGE, OR ON ANTENNA TOWER-� 04/30/21 JEG PRELIMINARY JKR BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. '‘ 1 , 07/02/21 RSM FINALS JKR OCABLE GROUND KIT CONNECTION - SCALE: NOT TO SCALE O O OQ QQ °SCALE:GROUND CABLE CONNECTION0 - 0 0 0 Q '--�� C 0 • li 0 • NOT TO SCALE �v 3/8-11x1"TAMPER Q 'TWO HOLE LUG, OR ' GROUNDING SHALL BE RESISTANT BOLT ® EXOTHERMIC WELD TO BE USED - ELIMINATED WHEN GROUND BAR (TYP) WITH #2 AWG BARE CONDUCTOR ' IS ELECTRICALLY BONDED TO WIRE TO BUILDING SERVICE METAL TOWER INSULATORS ! GROUND OR GROUND RING SEE NOTE 2. -� -v.„ i, Ogailiktip (TYP) ° WALL BRACKET ° PR ryP ®SCALE: GROUNDWIRE INSTALLATION �� OFF( ) NOTE: MINIMUM OF _--- S/S)NUT NOT TO SCALE - C°G'��G{N FS`r/O2 ° ° 3 THREADS TO BE (TYP) ° VISIBLE !, ,Sy A� ° ° (ryP) S/S SPLIT CZ' V 84338PE I 7 ° ° ° ° BARREL TINNED �\ (TYP) TMP)ER #2 TINNED SOLID IN 3/4" LIQUID TIGHT PIPE - ° UNIVERSAL COPPER SOLID COPPER \� CONDUIT FROM 24" BELOW GRADE TO E _r ��\yy'' ° GROUND BAR (4"x20") LUG S/S FLAT WITHIN 3"TO 6" OF CAD-WELD 'LOCK WASHER V/ (ryP) WASHER TERMINATION POINT. EXPOSED END OF et O 4l`O P/N M70 /V J (TYP) THE LIQUID TIGHT CONDUIT MUST BE ♦ ttt� 1'3�`L (TYP) SEALED WITH SILICONE CAULK. r`'iCF C° 't- TWO-HOLE DRYS.GV�Q� COMPRESSION LUG TIN COATED SOLID = \ CADWELD,, NOTES: COPPER BUS BAR ` \ S/S FLAT O \ WASHER ) 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT,TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR --- (TYP) IT ISA VIOLATION OF LAW FOR ANY PERSON, USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO INSTALLED IF REQUIRED UNLESS ISTHEY ACTING FOR THE PERSON. MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, --- S/S BOLT TIE INTO EXISTING GROUND RING ESS FARFACTING UNDER DIRECTION CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. MP) TO ALTERD TPROFESSIONAL DOCUMENT. ENGINEER,T. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL L • USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. -- _ SHEETG_2 NUMBER: GROUNDENUMBER: REVISION: SCALE:O NOT O SCALE BAR EDLUG DETAIL TRANSITIONING GROUND DETAIL A SCALE: NOT TO SCALE O8 SCALE: NOT TO SCALE illii ,,) ES Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: (972) 483-0607 MODIFICATION AND DESIGN DRAWINGS FOR EXISTING ANTENNA MOUNTS verizon EXISTING MONOPOLE TOWER TES JOB NO: 10059182 PROPOSED CARRIER: VERIZON CUSTOMESIR CUSTOMER SITE NAME: TOWED OW\E�: COW\ CASTLE / TOW- OW\ E S TE #: 855864 ORHI—BARROWS 17026 SW FRIENDLY LANE BEAVERTON, OR 97007 CAIE SITE #/\AMI: 172114-VZW / O.HI- 3A. OWS .cgUCTuR4< COORDINATES (LATITUDE: 45.425672°, LONGITUDE: —122.852044°) \�ti- G ,rp vr • .68 FUZE ID # 16230218 -,, ORE GON o� ��0EE PtN4'G EXPIRES: 12/31/2022_ 06/04/2o2i DRAWN BY:GA CHECKED BY: BS/FL REV.� DESCRIPTION BY DA A\ MT FIRST ISSUE GA 06/04/21 A A A SHEET TITLE: ci Contractor PMI Requirements SHEET SHEET TITLE REV J J T-1 TfTLESHEET G TITLE SHEET PMI Accessed At https://pmi.vzwsmart.com o BOM BILL OF MATERIALS 0 GN-1 GENERAL NOTES 0 Smart Tool Vendor Projectcr) 10059182 A-1 ANTENNA MOUNT MODIFICATION DETAILS 0 This drawing/document is the property of m Number Tower Engineering Solutions, LLC. Information A-2 ANTENNA MOUNT PHOTOS 0 contained herein is considered confidential in VzW Location Code (PSLC) 172114 D-1 STANDARD DETAILS 0 nature and is to be used only for the c SAF-1 SAFETY CABLE GUIDE DETAILS 0 specific site that it was intended for. Reprouction, transmission, r`' *** PMI and Requirements also embedded in Mount Analysis VZWSMART-MSK2 CROSSOVER PLATE disclosure by any method is ication prlohibtedor NOTE: except by express written permission from o Report VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY Tower Engineering Solutions, LLC. Without 1. THE MODIFICATION DRAWINGS ARE BASED ON THE i. VZWSMART-SFK4 T-ARM KIT exception, the information on this CD VzW APPROVED SMART KIT VENDORS VZWSMART-MSK6 BACK TO BACK CROSSOVER drawing/document remains the property of Tower Engineering Solutions, LLC. N TES PROJECT NO. 10040542, DATED 03/22/2021. . VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET CP SHEET NUMBER: REV #: Refer to Mount Modification Drawings Page for VzW SMART KIT Approved Vendors - - T— 1 0 ' • BILL OF MATERIALS ,,, T ,,, QUANTITY QUANTITY PIECE COUNTED PROVIDED PART NUMBER DESCRIPTIONS SHEET LIST WEIGHT WEIGHT(LB) NOTES (LBS) ES MATERIAL&HARDWARE 21 21 VZWSMART-MSK2 CROSSOVER PLATE A-1,VZWSMART-MSK2 15.0 315.0 Galvanized 2 2 VZWSMART-MSK6 BACK TO BACK CROSSOVER A-1,VZWSMART-MSK6 34.0 68.0 Galvanized 1 1 VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY A-1,VZWSMART-PLK7 150.0 150.0 Galvanized Tower Engineering Solutions 3 3 VZWSMART-SFK4 T-ARM KIT A-1,VZWSMART-SFK4 106.0 318.0 Galvanized 1 1 VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET A-1,VZWSMART-MSK10 7.0 7.0 Galvanized 1320 GRE XR SUITE 600 IRYINGING, TX 75 038 PH: (972) 483-0607 ■ verizon TES JOB NO: - 10059182 CUSTOMER SITE NO: 172114—VZW CUSTOMER SITE NAME: ORHI—BARROWS 17026 SW FRIENDLY LANE FOLLOWING ITEMS ARE"CUSTOM"PARTS BEAVERTON, OR 97007 6 6 PST2375-10.5 2"PST(2.375"O.D.X 0.154"THK)X 10'-6"A53 GR-B 35KSI A-i 39.56 237.4 GALVANIZED 3 3 PST350-16 3"PST(3.50"O.D.X 0.216"THK)X 16'-0"A53 GR-B 35KSI A-1 124.06 372.2 GALVANIZED(FINAL CUT LENGTH TO BE DETERMINED IN FIELD) 4 4 PST2375-4 2"PST(2.375"O.D.X 0.154"THK)X 4'-0"A53 GR-B 35KSI A-1 106.00 424.0 GALVANIZED 2 2 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) SAF-1,D-1 0.00 0.0 GALVANIZED DRAWN BY:GA CHECKED BY: BS/FL RRE�EV. DESCRIPTION BY DATE /l1AFIRST ISSUE _ GA 06/04/21 A A A TOTAL WEIGHT(LBS)= 1891.5 A VzW Mount Modification Kits-Approved Vendors SHEET TITLE: U PerfectVision Metrosite Fabricators,LLC Sabre Industries Inc BILL OF MATERIALS 2 Contact: Wireless Sales wirelesssales@perfect-vision.com Contact: Kent Ramey kent@metrositellc.com Contact: Angie Welch akwelch@sabreindustries.com 0 g Phone Number 844.887.6723 Phone Number (0)706.335.7045 (M)706.982.9788 Phone Number 866.428.6937 Website www.perfect-vision.com Website metrositefabricators.com Website www.sabresitesolutions.com This drawing/document is the property of 0' Tower Engineering Solutions, LLC. Information .,, contained herein is considered confidential in ru nature and is to be used only for the o SiteProl CommScope specific site that it was intended for. w P Reproduction, transmission, publication or disclosure by any method is prohibited Contact: Paula Boswell paula.boswell@valmont.com Contact: Salvador Anguiano Salvador.Anguiano@commscope.com except by express written permission from Phone Number 972.236.9843 Phone Number 817.304.7492 Tower Engineering Solutions, LLC. Without exception, the information on this N Website www.siteprol.com Website www.commscope.com drawing/document remains the property of rD CV Tower Engineering Solutions, LLC. SHEET NUMBER: REV #: cH oThe manufacturers listed are the only approved vendors for the VzW Mount Kits. Each manufacturer will be aware of which kits have been through the VzW approval process and they are in turn approved to sell. Please note that the material utilized on the mount y 0 IV modifications will be reviewed as a part of the Desktop PMI completed by the SMART tool vendor. It will be required that the VzW kits specified are utilized in the modification. GENERAL NOTES 111111 41 1. ALL WORK SHALL COMPLY WITH THE ANSI/TIA-222-H, ANSI/ASSP A10.48, AND ANY OTHER GOVERNING BUILDING CODES AND OSHA TABLE 8.2 NUT ROTATION FROM SNUG-TIGHT SAFETY REGULATIONS. CONDITION FOR TURN-OF-NUT PRETENSIONING°'b 2. ALL WORK INDICATED ON THE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TELECOMMUNICATIONS TOWER, POLE AND FOUNDATION CONSTRUCTION. DISPOSITION OF OUTER FACE OF BOLTED PARTS ES 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL MISCELLANEOUS PARTS (SUCH AS SHIMS), TEMPORARY SUPPORTS, AND GUYINGS, ETC., PER ANSI/ASSP A10.48, TO COMPLETE THE ASSEMBLY AS SHOWN IN THE DRAWINGS. BOLT LENGTIi° BOTH FACES ONE FACE NORMAL TO BOTH FACES SLOPED 4. CONTRACTOR SHALL PROCEED WITH THE INSTALLATION WORK CAREFULLY SO THE WORK WILL NOT DAMAGE ANY EXISTING CABLE, NORMAL TO BOLT AXIS, OTHER NOT MORE THAN 1:20 Tower Engineering Solutions EQUIPMENT OR THE STRUCTURE. SLOPED NOT MORE THAN FROM NORMAL TO BOLT 1320 GREENWAY DRIVE, SUITE 600 5. THE USE OF GAS TORCH OR WELDER, ARE NOT ALLOWED ON ANY TOWER STRUCTURE WITHOUT THE CONSENT OF THE TOWER BOLT AXIS 1:20 d AXIS d IRVING, TX 75038 OWNER. NOT MORE THAN 1/3 TURN 1/2PH: (972) 483-0607 TURN 2/3 TURN 6. GENERALLY THE CONTRACTOR IS RESPONSIBLE TO CONDUCT AN ONSITE VISIT SURVEY OF THE JOB SITE AFTER AWARD, AND 4db REPORT ANY ISSUES WITH THE SITE TO TES BEFORE PROCEEDING CONSTRUCTION. 7. IT IS THE RESPONSIBILITY OF THE GC TO VERIFY THAT THERE IS NO INTERFERENCES (WITH SAFETY CLIMB BRACKETS, TRANSMISSION MORE THAN 4db LINES, ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. BUT NOT MORE 1/2 TURN 2/3 TURN 5/6 TURN ■ 8. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING @ 972-483-0607 OR THAN 8db ver'zon EMAIL-TESORDERS©TESTOWER.US MORE THAN 8db BUT NOT MORE 2/3 TURN 5/6 TURN 1 TURN FABRICATION THAN 12d b 1. ALL STEEL SHALL MEET OR EXCEED THE MINIMUM STRENGTH AS SPECIFIED IN THE DRAWINGS. IF YIELD STRENGTH WAS NOT NOTED °NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) TES JOB NO: IN THE DRAWINGS, CONTRACTORS SHALL CONTACT TES FOR DIRECTION. BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE 10059182 2. ALL FIELD CUT EDGES SHALL BE GROUND SMOOTH. ALL FIELD CUT AND DRILLED SURFACES SHALL BE REPAIRED WITH A MINIMUM TOLERANCE IS PLUS OR MINUS 30 DEGREES; FOR REQUIRED NUT ROTATIONS OF CUSTOMER SITE NO: OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. 172114-VZW CUSTOMER SITE NAME: WELDING b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. ORHI-BARROWS 1. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS °WHEN THE BOLT LENGTH EXCEEDS 12db, THE REQUIRED NUT ROTATION SHALL BE 17026 SW FRIENDLY LANE WELDING CODE D1.1. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNO. (E70XX UNLESS DETERMINED BY ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT BEAVERTON, OR 97007 NOTED OTHERWISE). SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL. 2. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING APPROX. 0.5" BEYOND THE d BEVELED WASHER NOT USED. PROPOSED FIELD WELD SURFACES. 3. ALL WELDS SHALL BE INSPECTED VISUALLY. A MINIMUM OF 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. 100% OF WELDS SHALL BE INSPECTED IF DEFECTS ARE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004 FOUND. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS 4. WELD INSPECTIONS SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. 5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAX BOLTS: GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 1. HB12 HOLLO BOLT: 59 FT-LBS I BOLTED ASSEMBLIES AND TIGHTENING OF CONNECTIONS 2. HB16 HOLLO BOLT: 140 FT-LBS 3. HB20 HOLLO BOLT: 221 FT-LBS 1. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 4. M20 AJAX BOLT: 280 FT-LBS. OR A490 BOLTS AS APPROVED BY THE RCSC. 2. FLANGE BOLTS SHALL BE TIGHTENED BY THE AISC "TURN-OF-THE-NUT" METHOD. THE FOLLOWING TABLE SHOULD BE USED FOR FIELD HOT WORK PLAN NOTES: THE "TURN-OF-THE-NUT" TIGHTENING. 3. SPLICE BOLTS AND ALL OTHER BOLTS IN BEARING TYPE CONNECTIONS SHALL BE TIGHTENED TO A SNUG-TIGHT CONDITION. FOLLOWING GUIDELINES SHALL BE COMPLIED WITH: 4. THE SNUG-TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY EITHER A FEW IMPACTS OF AN IMPACT WRENCH OR THE 1. CONTRACTOR'S RESPONSIBILITY TO COMPLETE A HOT WORK PLAN IF AWARDED PER CUSTOMER DRAWN BY:GA CHECKED BY: BS/FL FULL EFFORT OF AN IRONWORKER WITH AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. SPECIFICATIONS GUIDELINES FOR WELDING, CUTTING & SPARK PRODUCING WORK. 5. HB HOLLO-BOLT SHALL BE INSTALLED PER ICC ESR-3330 INSTRUCTIONS. 2. HAVE A FIRE PLAN APPROVED BY THE CUSTOMER AND THEIR SAFETY MANAGEMENT DEPT. REV. DESCRIPTION BY DATE 3. CONTRACTOR MUST OBTAIN THE CONTACT INFO OF THE LOCAL FIRE DEPARTMENT AND THE 911 AFIRST ISSUE GA 06/04/21 VERIFICATION AND INSPECTION ADDRESS OF THE TOWER SITE BEFORE CONSTRUCTION. A 4. CONTRACTOR SHALL MAKE SURE THAT CELL PHONE COVERAGE IS AVAILABLE IN THE TOWER SITE. IF A 1. IF APPLICABLE, VERIFICATION INSPECTION TO BE PERFORMED SHALL BE IN ACCORDANCE TO IBC-2018 SECTION 1705.2 FOR STEEL CELL COVERAGE IS NOT AVAILABLE, AN IMMEDIATE AVAILABLE MEANS OF DIRECT COMMUNICATION WITH - CONSTRUCTION AND TABLE 1705.3 FOR CONCRETE CONSTRUCTION. THE FIRE DEPARTMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION START. n 5. ALL CONSTRUCTION SHALL BE PERFORMED UNDER WIND SPEED LESS THAN 10 MPH ON THE GROUND A LEVEL. IF WIND SPEED INCREASE, CONTRACTOR MUST DETERMINE IF CONSTRUCTION SHALL BE DISCONTINUED. SHEET TITLE: C....) 6. FIRE SUPPRESSION EQUIPMENT MUST BE MADE AVAILABLE ON SITE AND READY TO USE. J 7. CONTRACTOR SHALL ASSIGN A FIRE WATCHER TO PERFORM FIRE-FIGHTING DUTIES. GENERAL NOTES 8. ALL WELDERS SHALL BE AWS OR STATE CERTIFIED. THEY MUST ALSO BE EXPERIENCED IN WELDING ON o GALVANIZED MATERIALS. 9. IF IT IS POSSIBLE, ALL EXISTING COAX NEAR WELDING AREA SHALL BE TEMPORARILY MOVED AWAY Q FROM THE WELDING AREA BEFORE WELDING THE PLATES. This drawing/document is the property of . 10. PLEASE REPORT ANY FIELD ISSUE TO TES @ 972-483-0607. containedglhe eingisscounsdered confidential in ca) nature and is to be used only for the 'o, specific site that it was intended for. w Reproduction, transmission, publication or disclosure by any method is prohibited 3 except by express written permission from ct Tower Engineering Solutions, LLC. Without exception, the information on this o drawing/document remains the property of N Tower Engineering Solutions, LLC. o� SHEET NUMBER: REV #: o G\ - 1 0 SCOPE OF WORK 101 1 `► D-1 i ES ,„,.. O INSTALL NEW VZWSMART CROSSOVER PLATE KITS ON EXISTING BOTTOM SUPPORT RAIL 1 PIPE, (2) PER SECTOR. SEE SHEET VZWSMART—MSK2 FOR DETAILS. N. QO OINSTALL NEW 2" PST (10'-6" LONG) ANTENNA MOUNT PIPES, (2) PER SECTOR AS ' �.� SHOWN. 6 Tower Engineering Solutions 0 ' a 1320 GREENWAY DRIVE, SUITE 600 O3 A. NSTALL NEW VZWSMART CROSSOVER PLATE KITS ON NEW/EXISTING ANTENNA :.as RVING, TX 75038 MOUNT PIPES TO ACCOMMODATE THE INSTALLATION OF NEW BOTTOM SUPPORT RAIL FQ(j # PH: (972) 483-0607 rt PIPE, (5) PER SECTOR AS SHOWN. SEE SHEET VZWSMART-MSK2 FOR DETAILS. OqC \ �Nc Mom. 41111111 B. INSTALL NEW 3" PST TOP SUPPORT RAIL PIPE, (1) PER SECTOR AS SHOWN. C. REMOVE EXISTING CATWALK FROM EXISTING BOTTOM SUPPORT RAIL PIPE AND 1 verizon EXISTING BOTTOM SUPPORT ARM. SEE PHOTO 1 ON A-2 SHEET FOR DETAILS. \ `\ OINSTALL NEW VZWSMART BACK TO BACK CROSSOVER, (2) PER SECTOR ON ALPHA AND O GAMMA SECTORS. SEE SHEETS VZWSMART—MSK6 AND D-1 FOR DETAILS. i 5 A. INSTALL NEW 2" PST (4'-0" LONG) RAYCAP MOUNT PIPE AS SHOWN, (2) PER ,¢`0' F a TES JOB 8 2 SECTOR ON ALPHA AND GAMMA SECTORS ONLY. SEE SHEET D-1 FOR DETAILS, 6,7e4 (R QUA( D-1 100 R SITE (i FFJ ' SA CUSTOMER SITE NO: B. REMOVE EXISTING RAYCAP MOUNT PIPE AND RELOCATE ALL RAYCAPS TO NEW FR�'`.J �cTvG I 172114-VZW RAYCAP MOUNT PIPES. SEE PHOTO 3 ON A-2 SHEET FOR DETAILS. CUSTOMER SITE NAME: ORHI—BARROWS OINSTALL NEW VZWSMART MONOPOLE COLLAR MOUNT ASSEMBLY (NOT SHOWN FOR 17026 SW FRIENDLY LANE CLARITY). SEE SHEET VZWSMART-PLK7 FOR DETAILS. BEAVERTON, OR 97007 O INSTALL NEW VZWSMART T—ARM KIT, (1) PER SECTOR. SEE SHEET VZWSMART—SFK4 FOR1011111P' . IN , k,itij DETAILS. ro O INSTALL NEW VZWSMART WIRE ROPE ROUTING BRACKET AND SAFETY CLIMB GUIDES TO O PREVENT EXISTING SAFETY CLIMB FROM RUBBING AGAINST NEW AND EXISTING COLLAR ID MOUNTS. SEE SHEETS SAF-1, D-1 AND VZWSMART—MSK10 FOR DETAILS. 8 1 O THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN—UP, REMOVAL AND DISPOSAL �1Yp OF EXCESS MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION OF THE PROJECT. i 1 :: DRAWN BY:GA CHECKED BY: BS/FL k w ' YS ..' REV. DESCRIPTION BY DATE L. EXISTING ANTENNA MOUNT c FIRST ISSUE GA 06/04/21 . .: `. © ELEV.A T A 1 , ISOMETRIC VIEW A 1. 4 _ EXISTING ANTENNA MOUNT 60' ELEV. , _� - (MODIFICATION IS TYPICAL FOR ALL (3) SECTORS) SHEET TITLE: U © ANTENNA MOUNT '' s° MODIFICATION DETAILS 11 ip This drawing/document is the property of � Tower Engineering Solutions, LLC. Information a` r contained herein is considered confidential in c PHOTO 1 ITEM nature and is to be used only for the QTY. PART NO. DESCRIPTIONS specific site that it was intended for. w NO. Reproduction, transmission, publication or NOTES: disclosure by any method is prohibited 1 21 VZWSMART-MSK2 CROSSOVER PLATE except by express written permission from 1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS AND/OR ANY OTHER CONTRACTOR NOTE 2 6 PST2375-10.5 2"PST(2.375"O.D.X 0.154"THK)X 10'-6"A53 GR-B 35K; Tower Engineering Solutions, LLC. Without MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION MAY OCCUR. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THERE IS NO 3 3 PST350-16 3"PST(3.50"O.D.X 0.216"THK)X 16'-0"A53 GR-B 35KSI exception, the information on this 0 2. WHEN FIELD CUTTING AND DRILLING ANGLES, USE SAME GAGE LINES AND EDGE DISTANCES INTERFERENCES WITH (PORT HOLES, SAFETY CUMB BRACKETS, TRANSMISSION LINES, 4 2 VZWSMART-MSK6 BACK TO BACK CROSSOVER drawing/document remains the property of AS INDICATED ON SHOP CUT AND DRILLED ENDS. Tower Engineering Solutions, LLC. ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. 5 4 PST2375-4 2"PST(2.375"O.D.X 0.154"THK)X 4'-0"A53 GR-B 35KSI SHEET NUMBER: REV 0 3. APPLY (2) COATS OF ZINGA COLD GALVANIZING COMPOUND AS PER THE MANUFACTURER'S 2, PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO 6 1 VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY # . SPECIFICATIONS TO ALL FIELD CUT AND DRILLED AREAS. THIS DRAWING 0 972-483-0607 OR EMAIL-TESORDERSOTESTOWER.US 7 3 VZWSMART-SFK4 T-ARM KIT A- 1 0 4. MEMBERS IN BLUE COLOR ARE NEW REINFORCEMENTS. 8 1 VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET III r III .. . ,,, ... ., . .,... I, .4.,„ ....... ._:..._, , ,..2 ,,, . , . 1 „ , ,., . .. ,,, .... . . , , f ...,. . ,..... , _. ` Tower Engineering Solutions i ''''''' ES l�: 1320GREENWAYDRIVE, SUITE 600 Y ' IRVING, TX 75038 �{ "^ PH: (972) 483-0607 4 . C . verizon ......,,,,,,, ' 1 ��iti i.,. s t., J I TES JOB NO: '� �'�f 144, I,'.i,li,4 10059182 i • i ►t j CUSTOMER SITE NO: ::Ni . 172114—VZW =a vt .„ , ORHI—BARROWS CUSTOMERSITENAME: ORHI BARROWS REMOVE EXISTING CATWALK FROM EXISTING 1BOEAVERTON,IORDLY 97007E PHOTO 1 BOTTOM SUPPORT RAIL PIPE AND EXISTING PHOTO 2 BOTTOM SUPPORT ARM. REMOVE EXISTING CROSSOVER PLATE REMOVE EXISTING RAYCAP MOUNT PIPE AND TO ACCOMMODATE THE INSTALLATION RELOCATE ALL RAYCAPS TO NEW RAYCAP MOUNT OF NEW CROSSOVER PLATE PIPES. 6 . . ,1 -. II ' /41.; :13'7:1:14 -7:'-7"-?. .2. liki. . 444 .. R I DRAWN BY:GA CHECKED BY: BS/FL ` • dro REV. DESCRIPTION BY DATE ` kr r" /FIRST ISSUE GA 06/04/21 yt x } 0.111010.1\ d ! ,. 0 SHEET TITLE: /.: r :. :44 ANTENNA MOUNT u - PHOTOS _� - 7 • This drawing/document is the property of "=_, Tower Engineering Solutions, LLC. Information ,.; � � contained herein is considered confidential in .,, -.; kr 'AMR ..:&)o #t gg .a N. nature and is to be used only for the PHOTO 3 specific site that it was intended for. Lu PHOTO 4 Reproduction, transmission, publication or disclosure by any method is prohibited 47) except by express written permission from o Tower Engineering Solutions, LLC. Without exception, the information on this o INSTALL NEW VZWSMART WIRE ROPE ROUTING BRACKET AND SAFETY drawing/document remains the property of "' CLIMB GUIDES TO PREVENT EXISTING SAFETY CLIMB FROM RUBBING NQg Tower Engineering Solutions, LLC. AGAINST NEW AND EXISTING COLLAR MOUNTS. SEE SHEETS SAF-1, D-1 EXISTING RRUS/EWIPMENT MAY BE RELOCATED SHEET NUMBER: REV #: cr, AND VZWSMART-MSK10 FOR DETAILS. ALONG THE INSTALLnoN OF NEW MT ACCOMMODATE THE MOUNT MODIFICATIONA-2 0 U . . ,,, T ,,, ., �'9 1 ES 1, IT, ._ Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: (972) 483-0607 NEW COLLAR MOUNT EXISTING COLLAR � MOUNTs, \.- I. verizan ,, ...., ,, „. 40 TES JOB NO: A : ►�' ,,, 10059182 �„ EXISTING MONOPOLE '� II TOWER. CUSTOMER SITE N0: ID 172114—VZW `• I% CUSTOMER SITE NAME: K' USE EXISTING 9/16" DIA. - a z ORHI—BARROWS II • �(' HOLE ON NEW COLLAR MOUNT v 17026 SW FRIENDLY LANE vo BEAVERTON, OR 97007 EXISTING T-ARM. �� e, II y EXISTING SAFETY CLIMB NEW VZWSMART WIRE ROPE ��,N. 'I/,,.,• CABLE ROUTING BRACKET. SEE SHEET VZWSMART-MSK10 FOR DETAILS. I6 ' 0 NEW VZWSMART BACK TO BACK (nP) NEW SAFETY CLIMB CABLE GUIDE (PART# PN 115-203) (TUF-TUG OR EQUIV.). CROSSOVER KIT. SEE SHEETS A-1 AND VZWSMART-MSK6 NEW 2.375" O.D. RAYCAP FOR DETAILS MOUNT PIPES. SEE SHEET A-1 FOR DETAILS atA DETAIL D-1 DRAWN BY:GA CHECKED BY: BS/FL REV. DESCRIPTION BY DATE /^MST ISSUE GA 06/04/21 a DETAIL D /�\ —1 A SHEET TITLE: U JJ STANDARD DETAILS 0 0 N This drawing/document is the property of cn Tower Engineering Solutions, LLC. Information Q contained herein is considered confidential in • nature and is to be used only for the specific site that it was intended for. LEReproduction, transmission, publication or disclosure by any method is prohibited i except by express written permission from 12 Tower Engineering Solutions, LLC. Without exception, the information on this a drawing/document remains the property of CV Tower Engineering Solutions, LLC. NOTES: SHEET NUMBER: REV #: 2' 1. HOT-DIPPED GALVANIZED PER ASTM A123. ITEM QTY. PART NO. DESCRIPTIONS 0' 2. ALL HOLES ARE 11/16" DIA. U.N.O NO. _ 0 c 1 2 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) , • ,,, T ,,, / NEW TUF—TUG TOP HEAD E SION „..„ BRACKET (PART# 115-34 . INSTALL E . NG SAFETY CABLE PER MANUFACTURER'S 'ECIFICATIONS. ES li EAD ASSEMBLY 111 O O . , SAFETY CLIMB CABLE I ' I I , I Tower Engineering Solutions z HEAVY COLLAR MOUNT l j —EXISTING -'FEY 1320 GREENWAY DRIVE, SUITE 600 z CABLE ••D ASSEMBLY IRVING, TX 75038 FIELD DRILL 7/16"0 HOLES w © 0 ! PH: (972) 483-0607 INTO TOP BRACKET (TM P-1) TO ALLOW o (TYP) .. INSTALLATION OF SAFETY CABLE GUIDE ri 1 """� liiu,na,;atir IWO i� UM 4 s�.. l 1 IVAMIA A ibliWI zi hail a � SUPPORT ARM t I ,„ 77})Ak:iiiiflii r iili ve r i zo ri NEW SAFETY CLIMB CABLE —0 I t I EXISTING SAFETY CABLE GUIDE (PART# PN 115-203) A ' 0 0 ; ' (TUF-TUG OR EQUIV.) Dy L(TYP) (TYP) I i? i TES JOB NO: SUPPORT ARM i I ; l EXISTING COLLAR MOUNT 10059182 ? f ( 1 CUSTOMER SITE NO: III EXIS C • 172114—VZW 1_' TYPE — SECTION ''A—A'' E I I I� MONOP6 E TOWER CUSTOMER SITE NAME: 41 ORHI—BARROWS 17026 SW FRIENDLY LANE ITEMN QTY. PART NO. DESCRIPTIONS Ark TYPE — 2 BEAVERTON, OR 97007 1 1 T A•-1 PL 1/4"X 2"X 91/2"A36 NEE. W SAFETY CLIMB GUIDE MAY BE INSTALLED ON OTHER 2 •�' RIGHT 2 1 :MP-1 PL 1/4"X 2"X 6 6 1/2"A36 SIDE OF THE SUPPORT ARM, DEPENDING ON WHERE THE a ,'', 3 2 --- THREADED ROD 3/8"X 8"A36 SAFETY COMB IS LOCATED. ITEM STY PART NO. DESCRIPTIONS 4 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) NO • 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 1 1 115-345 TUF-TUG MONOPOLE HEAD EXTENSION ASSEMBLY r - erg;: ;21 EXISTING OR NEW COLLAR MOUNT 3" (MIN) M FIELD DRILL 11/16" DIA SAFETY CLIMB CABLE HOLE ON COLLAR MOUNT F\ ® 0 NEW SAFETY CLIMB. CABLE ------....„ �� R ( ) GUIDE (PART# 5-203) EXISTING MONOPOLE `�� U __si__ ■ (TUF—TUG 0' EQUIV.) TOWER. 0 � � 1 `� z ' HEM' COLLAR O %,,' 0 2 DRAWN BY:GA CHECKED BY: BS/FL ihko., � MOUNT REV. DESCRIPTION BY DATE `, ' © ' AFIRST ISSUE GA 06/04/21 n _ �� > (�P) NEW SAFETY C B CABLE A NEW SAFETY CLIMB CABLE UIDE (PART 115-203) GUIDE (PART# PN 115-203) — 0 ( .F-TUG 4R EQUIV.) I I I1 11 11 (TUF-TUG OR EQUIV.) / A AEXIST I t. SAFETY CLIMB SHEET TITLE: EXISTING SAFETY CLIMB �‘�� II �'� I NG FLANGE CA0' E CABLE --..„4- EXISTING OWER LEGui- SAFETY CABLE GUIDE COLLAR MOUNT - TYPE — 4 DETAILS o THREADED ROD This drawing/document is the property of © TYPE — 3 BM. AI TYPE — 5 Tower Engineering Solutions, LLC. Information a ® contained herein is considered confidential in SAFETY •A MB GUIDE MAY BE INSTALLED ON ETTH 2' LEFT OR RIGHT ® nature and is to be used only for the SIDE " THE COLLAR MOUNT, DEPENDING ON WH�'� THE EXISTING specific site that it was intended for. �' COMB IS LOCATED. Reproduction, transmission, publication or disclosure by any method is prohibited oexcept by express written permission from Tower Engineering Solutions, LLC. Without ITEM QTY PART NO. DESCRIPTIONS ITEM QTY. PART NO. DESCRIPTIONS exception, the information on this o NO. NO. drawing/document remains the property of CV Tower Engineering Solutions, LLC. 1 1 TMP-2 PL 1/4"X 2"X 7"A36 1 SCGB-4 L 5"X 3"X 1/4"X 7 1/2"A36 SHEET NUMBER: REV : o, ITEM QTY. PART NO. DESCRIPTIONS 2 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 2 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) NO. 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 1 MS02-625-4625-700 RU-BOLT 5/8"X 4 5/8"I.W.X 7"I.L.A36(OR EQUIV.) SA F- 1 0 ., 1 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 4 1 --- BOLT 5/8"X2"A325 4 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 THE FOLLOWING DRAWINGS ARE INCLUDED FOR REFERENCE ONLY PLEASE REFER TO THE INSTALLATION D ^iU'„' "dGS FOR ACTUAL INSTALLATION DETAILS VzW SMART Tool" Vendor verizon FITS 2.375" O.D. AND 2.875" O.D.— VERTICAL PIPE. (NOT INCLUDED IN THIS KIT) 8" -4, 0000 0 0 -FITS 3.5" O.D. AND 4" O.D. ♦� HORIZONTAL PIPE. 10- (NOT INCLUDED IN THIS KIT) ,-- 0/ oo 0000 / ) 0 0 '' 0 O 15/16" ,. I 1 PL 3/8" X 8 7/8" X 0'-8" A36 PL375-88758 DRAWN BY:H.R CHECKED BY: HMA REV. DESCRIPTION BY DATE A FIRST ISSUE H.R 05/08/20 A VZWSMART-MSK2 (CROSSOVER PLATE) n 0 ITEM QTY. PART NO. DESCRIPTION SHEET # WT A NO. SHEET TITLE: 1 1 PL375-88758 PL 3/8" X 8 7/8" X 0'-8" A36 MSK2-F1 8 2 2 MS02-625-4125-600 RU-BOLT 5/8" X 4 1/8" I.W. X 6" I.L. A36 (OR EQUIV.) RBC-1 3 VZWSMART-MSK2 3 2 MS02-625-300-500 RU-BOLT 5/8" X 3" I.W. X 5" I.L. A36 (OR EQUIV.) RBC-1 3 CROSSOVER PLATE 4 8 FW-625 5/8" HDG USS FLAT WASHER --- 1 5 8 LW-625 5/8" HDG LOCK WASHER 0 SHEET NUMBER: REV #: NOTES: 6 8 NUT-625 5/8" HDG HEX NUT 1 VZWSMART-MSK2 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 15 VzW Y j y{.a, SMART Tool© 1 I. Vendor EXISTING MONOPOLE ' verizon O _. O \\ p 1, t 1 -,\ 0 `-- — • 0000 cry) 0 0 4 4 I, ` I PLAN VIEW 4 I MONOPOLE COLLAR MOUNT ASSEMBLY 6" _i. 1-_ I i I 1 ` 0 0 0 -- 0 DRAWN BY BT CHECKED BY: HMA/KW REV. DESCRIPTION BY DATE AO FIRST ISSUE BT 05/11/20 A (TYP) A VZWSMART-PLK7 (MONOPOLE COLLAR MOUNT ASSEMBLY) 0 0 0 0 ITEM QTY. PART NO. DESCRIPTION SHEET # WT ( ) SHEET TITLE: 1 1 1 3 CM-1245 COLLAR MOUNT ASSEMBLY PLK7-F1 147 VZWSMART-PLK7 2 6 --- THREADED ROD 5/8" X 4'-0" A193-B7 --- MONOPOLE COLLAR FRONT VIEW 3 12 FW-625 5/8" HDG USS FLAT WASHER --- 1 MOUNT ASSEMBLY NOTES: 4 12 LW-625 5/8" HDG LOCK WASHER --- 0 SHEET NUMBER: REV #: 1. FIT 12" TO 45" DIA MONOPOLE. 5 12 NUT-625 5/8" HDG HEX NUT 1 VZWSMART-PLK7 0 2. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 150 VzW 1/2" A SMART Tool© (MIN) _.1Vendor -EXISTING MONOPOLE 0_� MI 1 7�¢' 7_,,,,'''', // ■ zon 000� , FIT 3.5" 0.D. \� ,,,�� (TYP) SUPPORT RAIL PIPE ' .' 6"X6" BOLT PATTERN FIELD CUT & TRIM TO MATCH - im •-• -'> •_ um m 0 THE REQUIRED LENGTH I ui Ia. _ .--._ ___.o � , i 0 I I ROTATABLE T-ARM KIT I 0 FIELD DRILL 13/16"0 HOLES ' F.�X v9 COLLAR MOUNT- \ FOR 3/4" BOLT (TYP) �P�G� P • ' A (ORDER SEPARATELY) (TYP) a SEE DETAIL "A" S�QQO C,0 DETAIL "A" �c� �� 1 m0€0 P Q0 . \ 1 SUPPORT RAIL �.�c.' 0 ANTENNA MOUNT PIPE- (TYP) aiI O (NOT INCLUDED IN THIS KIT) F'I-�`' ve (NOT INCLUDED IN THIS KIT) c Itim MI Mil PLAN VIEW T-ARM KITu il m1 illui — — 1�1 Ill iI 0 8 1/4" . (nip) 0000 Oe®® TYP) (TYP) 1 1/8" 6" - - 11/16" DIA. HOLE (TYP) 3/$" - SECTION "A-A" A A �5/16 v <E7OXX ® T. 3" X 3" X 1/4" X 6'-0" VZWSMART-SFK4 T-ARM KIT �_ / A500 GR. B TUBING HSS ITEM QTY. PART NO. DESCRIPTION SHEET # WT - Elli I 1_ 1 1 RO TAW 6 T-ARM WELDMENT SFK4 F1 71 DRAWN BY:BT CHECKED BY: HMA/KW c 2 2 BP825-94375 PL 3/8" X 8 1/4" X 9 7/16" A36 BEND PLATE SFK4-F2 17 REV. DESCRIPTION BY DATE 3 1 PL375-92512025 PL 3/8" X 9 1/4" X 1'-0 1/2" A36 SFK4-F3 12 FIRST ISSUE BT 05/08/20 i E70XX - 4 4 --- BOLT 5/8" X 2 1/4" A325 --- 0 A 5/16;� 5 4 --- BOLT 5/8" X 2" A325 --- 0 0 PL 3/4" X 8 1/4" X 8 1/4" A572 6 2 --- BOLT 3/4" X 5 1/4" A325 --- 0 7 2 MS02-625-3625-600 RU-BOLT 5/8" X 3 5/8" LW. X 6" I.L. A36 (OR EQUIV.) RBC-1 3 : f 8 12 FW-625 5/8" HDG USS FLAT WASHER --- 1 FRONT VIEW SIDE VIEW 9 12 LW-625 5/8" HDG LOCK WASHER 0 VZWSMART-SFK4 RO-TAW-6 WELDMENT 10 12 NUT-625 5/8" HDG HEX NUT --- 1 11 2 FW-75 3/4" HDG USS FLAT WASHER --- 0 T-ARM KIT 12 2 LW-75 3/4" HDG LOCK WASHER 0 SHEET NUMBER: REV #; 13 2 NUT-75 3/4" HDG HEX NUT NOTES: VZWSMART-SFK4 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 106 VzW SMART Tool' Vendor FIT UP TO 4.50" O.D. PIPE— (NOT INCLUDED IN THIS KIT) verizon ,s,„_ ____ ,,, FIT UP TO 6" X 6" TUBE (NOT—, 0 INCLUDED IN THIS KIT) \ TYP ® 0©00 ,-)40 (TYP) Al °II czi) ,47 �l a 0000 0 (nP) I 6 II ,0 ISOMETRIC VIEW BACK TO BACK CROSSOVER DRAWN BY:SK CHECKED BY: BT/KW REV. DESCRIPTION BY DATE FIRST ISSUE SK 05/08/20 VZWSMART-MSK6 (VZWSMART-MSK6 - BACK TO BACK CROSSOVER) A ITEM A NO. QTY. PART NO. DESCRIPTION SHEET # WT A 1 2 PL375-8512 PL 3/8" X 8 1/2" X 1'-0" A36 MSK6-F2 20.7 A 2 4 VCP PL 1/2" X 2" X 8 5/8" A36 BENT PLATE MSK6-F1 9.6 SHEET TITLE: 3 4 --- THREADED ROD 5/8" DIA. X 10" F1554-36 HDG --- VZWSMART-MSK6 4 16 NUT-625 5/8" HDG HEX NUT --- 2 BACK TO BACK 5 16 , FW-625 5/8" HDG USS FLAT WASHER --- 1 CROSSOVER 6 16 LW-625 5/8" HDG LOCK WASHER --- 0 SHEET NUMBER: REV # NOTES: 7 8 BOLT 5/8" X 6" SAE GRADE 5 ALL THREAD 1 VZWSMART-MSK6 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 34 • G •• VZWSMART MONOPOLE COLLAR MOUNT -: SMART Tool© ASSEMBLY. (NOT INCLUDED IN THIS KIT) Vendor y endor EXISTING MONOPOLE ° ° \ /, ,� , `\ verizon *, _ : , ,„ \\., / \--„, / „... .,___ ____------/ , , ,.:, _, O,.... 0 .„. 4 ©000 (TYP) 00 \ ( yp) PLAN VIEW (0000 \ (0TYP000 to s , { 00 ° 1 I I 0 ! I I i - c j 1 1c c VZWSMART MONOPOLE COLLAR MOUNT-/ ASSEMBLY. (NOT INCLUDED IN THIS KIT) ELEVATION VIEW DRAWN BY:SK CHECKED BY: KW VZWSMART—MSK1O (WIRE ROPE ROUTING BRACKET) REV. DESCRIPTION BY DATE INO. QTY. PART NO. DESCRIPTION SHEET # WT AFIRST ISSUE SK 04/13/21 1 1 PL-CM PL 3/16" X 6 1/2" X 2'-0 1/2" A36 MSK1O-F1 2.7 A 2 2 --- BOLT 1/2" X 1 3/4" A325 0.4 A 3 2 FW-500 1/2" HDG USS FLAT WASHER --- 2 4 2 LW-500 1/2" HDG LOCK WASHER 0 SHEET TITLE: 5 2 NUT-500 1/2" HDG HEX NUT -_- 2 VZWSMART-MSK1 0 6 4 --- BOLT 3/8" X 1 1/2" FULL THREAD SAE GR 5 --- 0 WIRE ROPE ROUTING 7 4 FW-375 3/8" HDG USS FLAT WASHER 0 BRACKET 8 4 LW-375 3/8" HDG LOCK WASHER 0 SHEET NUMBER: REV #: NOTES: 9 4 NUT-375 3/8" HDG HEX NUT 0 O 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT VZWSMART-MSK10 SPECK~_. ASPECTION State at Oregon SStt+l ci ❑ Concrete and Reu forcing Steel ❑ Bolts Installed in Concrete ❑ Special Mornsnt-Resisting Commie ❑ Reinforcing Sage;&Prestressing SwetIevrions ❑ Structural`WoWding H gh-Stranght Bolting ❑ Structural Masonry ❑ Reinforced Gypsum Concrete ❑ Insulating Concrete Fill ❑ Spray Applied Fire-Resistive Materials D Pilings,Drilled Piers and Caissons ❑ Shotcrete ❑ Special Greco' g,Excavation and Filling ❑ Smoke-Contra;Systems 0 Other Inspections 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 II' r '1) RECEIVED JUL 272021 ES CITY OF TIGARD BUILDING DIVISION Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: (972) 483-0607 MODIFICATION AND DESIGN DRAWINGS FOR EXISTING ANTENNA MOUNTS verizon EXISTING MONOPOLE TOWER TES JOB NO: 10059182 CUSTOMER SITE NO: PROPOSED CARRIER: VERIZON 172114—VZW CUSTOMER SITE NAME: TOWER OW\ E�: COW\ CASTLE / TOWED OW\ E SITE #: 855864 ORHI-BARROWS 17026 SW FRIENDLY LANE BEAVERTON, OR 97007 CAIE SITE #/\AE: 172114-VZW / OHI - 3AOWS .okUCTUR4 COORDINATES (LATITUDE: 45.425672°, LONGITUDE: —122.852044°) ��,``, Ail6. io'yr "" la" • •'•68 hal FUZEID # 16230218 OREGON 'y -1^'UFL P1NP' EXPIRES: 12/31/2022__ 06/04/2o2i DRAWN BY:GA CHECKED BY: BS/FL REV. DESCRIPTION BY DATE A\FIRST ISSUE GA 06/04/21 A A A A SHEET TITLE: Contractor PMI Requirements SHEET SHEET TITLE REV J T-1 TfVLESHEET 0 TITLE SHEET PMI Accessed At https://pmi.vzwsmart.com BOM BILL OF MATERIALS 0 0 Lo GN-1 GENERAL NOTES 0 N Smart Tool Vendor Project 10059182 A-1 ANTENNA MOUNT MODIFICATION DETAILS 0 This drawing/document is the property of cn Number A-2 ANTENNA MOUNT PHOTOS 0 Tower Engineering Solutions, LLC. Information contained herein is considered confidential in a, VzW Location Code (PSLC) 172114 D-1 STANDARD DETAILS 0 nature and is to be used only for the rzy,c SAF-1 SAFETY CABLE GUIDE DETAILS 0 specific site that it was intended for. Reproduction, transmission, publication or w *** PMI and Requirements also embedded in Mount Analysis VZWSMART-MSK2 CROSSOVER PLATE disclosure by any method is prohibited 3 NOTE: Report VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY except by express written permission from o Tower Engineering Solutions, LLC. Without ~ VZWSMART-SFK4 T-ARM KIT exception, the information on this 1. THE MODIFICATION DRAWINGS ARE BASED ON THE VzW APPROVED SMART KIT VENDORS VZWSMART-MSK6 BACK TO BACK CROSSOVER drawing/document remains the property of CD VzWPROJECT NO. 10040542, DATED 03/22/2021. Tower Engineering Solutions, LLC. `V VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET SHEET NUMBER: REV #: T Refer to Mount Modification Drawings Page for VzW SMART KIT Approved Vendors T- 1 0 BILL OF MATERIALS QUANTITY QUANTITY PIECE ,iir ,,, COUNTED PROVIDED PART NUMBER DESCRIPTIONS SHEET LIST WEIGHT WEIGHT(LB) NOTES (LBS) MATERIAL&HARDWAREES 21 21 VZWSMART-MSK2 CROSSOVER PLATE A-1,VZWSMART-MSK2 15.0 315.0 Galvanized 2 2 VZWSMART-MSK6 BACK TO BACK CROSSOVER A-1,VZWSMART-MSK6 34.0 68.0 Galvanized 1 1 VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY A-1,VZWSMART-PLK7 150.0 150.0 Galvanized Tower Engineering Solutions 3 3 VZWSMART-SFK4 T-ARM KIT A-1,VZWSMART-SFK4 106.0 318.0 Galvanized 1320 GREENWAY DRIVE, SUITE 600 1 1 VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET A-1,VZWSMART-MSK10 7.0 7.0 Galvanized IRVING, TX 75038 PH: (972) 483-0607 verizon . _ - TES JOB NO: 10059182 CUSTOMER SITE NO: 172114—VZW CUSTOMER SITE NAME: ORHI—BARROWS FOLLOWING ITEMS ARE"CUSTOM"PARTS 17026 T NRIONDLY LANE BEAVERTON, OR 97007 6 6 PST2375-10.5 2"PST(2.375"O.D.X 0.154"THK)X 10'-6"A53 GR-B 35KSI A-1 39.56 237.4 GALVANIZED 3 3 PST350-16 3"PST(3.50"O.D.X 0.216"THK)X 16'-0"A53 GR-B 35KSI A-1 124.06 372.2 GALVANIZED(FINAL CUT LENGTH TO BE DETERMINED IN FIELD) 4 4 PST2375-4 2"PST(2.375"O.D.X 0.154"THK)X 4'-0"A53 GR-B 35KSI A-1 106.00 424.0 GALVANIZED 2 2 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) SAF-1,D-1 0.00 0.0 GALVANIZED DRAWN BY:GA CHECKED BY: BS/FL REV. DESCRIPTION BY DATE A\FIRST ISSUE GA 06/04/21 A A A TOTAL WEIGHT(LBS)= 1891.5 A VzW Mount Modification Kits-Approved Vendors SHEET TITLE: U PerfectVision Metrosite Fabricators,LLC Sabre Industries Inc BILL OF MATERIALS Contact: Wireless Sales wirelesssales@perfect-vision.com Contact: Kent Ramey kent@metrositellc.com Contact: Angie Welch akwelch@sabreindustries.com 0 .g Phone Number 844.887.6723 Phone Number (0)706.335.7045 (M)706.982.9788 Phone Number 866.428.6937 c Website www.perfect-vision.com Website metrositefabricators.com Website www.sabresitesolutions.com This drawing/document is the property of o, Tower Engineering Solutions, LLC. Information o contained herein is considered confidential in nature and is to be used only for the o specific site that it was intended for. SiteProl CommScope Reproduction, transmission, publication or LLJ disclosure by any method is prohibited Contact: Paula Boswell paula.boswell@valmont.com Contact: Salvador Anguiano Salvador.AnKuiano@commscope.com except by express written permission from Fo Phone Number 972.236.9843 Phone Number 817.304.7492 Tower Engineering Solutions, LLC. Without exception, the information on this N Website www.siteprol.com Website www.commscope.com drawing/document remains the property of o Tower Engineering Solutions, LLC. SHEET NUMBER: REV #: 0 a The manufacturers listed are the only approved vendors for the VzW Mount Kits. Each manufacturer will be aware of which kits have been through the VzW approval process and they are in turn approved to sell. Please note that the material utilized on the mount 3 O M 0 modifications will be reviewed as a part of the Desktop PMI completed by the SMART tool vendor. It will be required that the VzW kits specified are utilized in the modification. GENERAL NOTES ,iir ,,, 1. ALL WORK SHALL COMPLY WITH THE ANSI/TIA-222-H, ANSI/ASSP A10.48, AND ANY OTHER GOVERNING BUILDING CODES AND OSHA TABLE 8.2 NUT ROTATION FROM SNUG-TIGHT SAFETY REGULATIONS. CONDITION FOR TURN-OF-NUT PRETENSIONING°'b 2. ALL WORK INDICATED ON THE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TELECOMMUNICATIONS TOWER, POLE AND FOUNDATION CONSTRUCTION. DISPOSITION OF OUTER FACE OF BOLTED PARTS ES 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL MISCELLANEOUS PARTS (SUCH AS SHIMS), TEMPORARY SUPPORTS, AND GUYINGS, ETC., PER ANSI/ASSP A10.48, TO COMPLETE THE ASSEMBLY AS SHOWN IN THE DRAWINGS. BOLT LENGTI- BOTH FACES ONE FACE NORMAL TO BOTH FACES SLOPED 4. CONTRACTOR SHALL PROCEED WITH THE INSTALLATION WORK CAREFULLY SO THE WORK WILL NOT DAMAGE ANY EXISTING CABLE, NORMAL TO BOLT AXIS, OTHER NOT MORE THAN 1:20 Tower Engineering Solutions SLOPED NOT MORE THAN FROM NORMAL TO BOLT EQUIPMENT OR THE STRUCTURE. 1320 GREYING, DRIVE, SUITE 600 5. THE USE OF GAS TORCH OR WELDER, ARE NOT ALLOWED ON ANY TOWER STRUCTURE WITHOUT THE CONSENT OF THE TOWER BOLT AXIS 1.20 d AXIS d RINc TX 75038 OWNER. NOT MORE THAN PH: (972) 483-0607 6. GENERALLY THE CONTRACTOR IS RESPONSIBLE TO CONDUCT AN ONSITE VISIT SURVEY OF THE JOB SITE AFTER AWARD, AND 4db 1/3 TURN 1/2 TURN 2/3 TURN REPORT ANY ISSUES WITH THE SITE TO TES BEFORE PROCEEDING CONSTRUCTION. 7. IT IS THE RESPONSIBILITY OF THE GC TO VERIFY THAT THERE IS NO INTERFERENCES (WITH SAFETY CLIMB BRACKETS, TRANSMISSION MORE THAN 4db BUT NOT MORE 1/2 TURN 2/3 TURN 5/6 TURN LINES, ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. THAN 8db / / verizon 8. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING @ 972-483-0607 OR EMAIL-TESORDERS©TESTOWER.US MORE THAN 8db BUT NOT MORE 2/3 TURN 5/6 TURN 1 TURN FABRICATION THAN 12db 1. ALL STEEL SHALL MEET OR EXCEED THE MINIMUM STRENGTH AS SPECIFIED IN THE DRAWINGS. IF YIELD STRENGTH WAS NOT NOTED °NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) TES JOB NO: IN THE DRAWINGS, CONTRACTORS SHALL CONTACT TES FOR DIRECTION. BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE 10059182 2. ALL FIELD CUT EDGES SHALL BE GROUND SMOOTH. ALL FIELD CUT AND DRILLED SURFACES SHALL BE REPAIRED WITH A MINIMUM TOLERANCE IS PLUS OR MINUS 30 DEGREES; FOR REQUIRED NUT ROTATIONS OF CUSTOMER SITE NO: OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. 172114-VZW CUSTOMER SITE NAME: WELDING b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. ORHI-BARROWS 1. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS ° WHEN THE BOLT LENGTH EXCEEDS 12db, THE REQUIRED NUT ROTATION SHALL BE 17026 SW FRIENDLY LANE WELDING CODE D1.1. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNO. (E70XX UNLESS DETERMINED BY ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT BEAVERTON, OR 97007 NOTED OTHERWISE). SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL. 2. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING APPROX. 0.5" BEYOND THE d BEVELED WASHER NOT USED. PROPOSED FIELD WELD SURFACES. 3. ALL WELDS SHALL BE INSPECTED VISUALLY. A MINIMUM OF 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. 100% OF WELDS SHALL BE INSPECTED IF DEFECTS ARE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004 FOUND. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS 4. WELD INSPECTIONS SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. 5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAX BOLTS: GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 1. HB12 HOLLO BOLT: 59 FT-LBS BOLTED ASSEMBLIES AND TIGHTENING OF CONNECTIONS 2. HB16 HOLLO BOLT: 140 FT-LBS 3. HB20 HOLLO BOLT: 221 FT-LBS 1. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 4. M20 AJAX BOLT: 280 FT-LBS. OR A490 BOLTS AS APPROVED BY THE RCSC. 2. FLANGE BOLTS SHALL BE TIGHTENED BY THE AISC "TURN-OF-THE-NUT" METHOD. THE FOLLOWING TABLE SHOULD BE USED FOR FIELD HOT WORK PLAN NOTES: THE "TURN-OF-THE-NUT" TIGHTENING. 3. SPLICE BOLTS AND ALL OTHER BOLTS IN BEARING TYPE CONNECTIONS SHALL BE TIGHTENED TO A SNUG-TIGHT CONDITION. FOLLOWING GUIDELINES SHALL BE COMPLIED WITH: 4. THE SNUG-TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY EITHER A FEW IMPACTS OF AN IMPACT WRENCH OR THE 1. CONTRACTOR'S RESPONSIBILITY TO COMPLETE A HOT WORK PLAN IF AWARDED PER CUSTOMER DRAWN BY:GA CHECKED BY: BS/FL FULL EFFORT OF AN IRONWORKER WITH AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. SPECIFICATIONS GUIDELINES FOR WELDING, CUTTING & SPARK PRODUCING WORK. 5. HB HOLLO-BOLT SHALL BE INSTALLED PER ICC ESR-3330 INSTRUCTIONS. 2. HAVE A FIRE PLAN APPROVED BY THE CUSTOMER AND THEIR SAFETY MANAGEMENT DEPT. REV. DESCRIPTION BY DATE 3. CONTRACTOR MUST OBTAIN THE CONTACT INFO OF THE LOCAL FIRE DEPARTMENT AND THE 911 AFIRST ISSUE GA 06/04/21 VERIFICATION AND INSPECTION ADDRESS OF THE TOWER SITE BEFORE CONSTRUCTION. A 4. CONTRACTOR SHALL MAKE SURE THAT CELL PHONE COVERAGE IS AVAILABLE IN THE TOWER SITE. IF 1. IF APPLICABLE, VERIFICATION INSPECTION TO BE PERFORMED SHALL BE IN ACCORDANCE TO IBC-2018 SECTION 1705.2 FOR STEEL CELL COVERAGE IS NOT AVAILABLE, AN IMMEDIATE AVAILABLE MEANS OF DIRECT COMMUNICATION WITH CONSTRUCTION AND TABLE 1705.3 FOR CONCRETE CONSTRUCTION. THE FIRE DEPARTMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION START. A 5. ALL CONSTRUCTION SHALL BE PERFORMED UNDER WIND SPEED LESS THAN 10 MPH ON THE GROUND A LEVEL. IF WIND SPEED INCREASE, CONTRACTOR MUST DETERMINE IF CONSTRUCTION SHALL BE SHEET TITLE: DISCONTINUED. 6. FIRE SUPPRESSION EQUIPMENT MUST BE MADE AVAILABLE ON SITE AND READY TO USE. cJ 7. CONTRACTOR SHALL ASSIGN A FIRE WATCHER TO PERFORM FIRE-FIGHTING DUTIES. GENERAL NOTES 8. ALL WELDERS SHALL BE AWS OR STATE CERTIFIED. THEY MUST ALSO BE EXPERIENCED IN WELDING ON s GALVANIZED MATERIALS. 0 9. IF IT IS POSSIBLE, ALL EXISTING COAX NEAR WELDING AREA SHALL BE TEMPORARILY MOVED AWAY cn FROM THE WELDING AREA BEFORE WELDING THE PLATES. This drawing/document is the property of Tower Engineering Solutions, LLC. Information 10. PLEASE REPORT ANY FIELD ISSUE TO TES ® 972-483-0607. contained herein is considered confidential in nature and is to be used only for the c specific site that it was intended for. Lc Reproduction, transmission, publication or disclosure by any method is prohibited 3 except by express written permission from o Tower Engineering Solutions, LLC. Without exception, the information on this N drawing/document remains the property of a Tower Engineering Solutions, LLC. L SHEET NUMBER: REV #: CT 0 G\ - 1 0 U . ‘ AI1 lo T 111 SCOPE OF WORK D-1 O INSTALL NEW VZWSMART CROSSOVER PLATE KITS ON EXISTING BOTTOM SUPPORT RAIL PIPE, (2) PER SECTOR. SEE SHEET VZWSMART—MSK2 FOR DETAILS. QO ..- --. ,..-------- - ' ES OINSTALL NEW 2" PST (1 0'-6" LONG) ANTENNA MOUNT PIPES, (2) PER SECTOR AS /N. 1 SHOWN. O _,; ;+, Tower Engineering Solutions — 1320 GREENWAY DRIVE, SUITE 600 3O A. NSTALL NEW VZWSMART CROSSOVER PLATE KITS ON NEW/EXISTING ANTENNA �' L- IRVING, TX 75038 MOUNT PIPES TO ACCOMMODATE THE INSTALLATION OF NEW BOTTOM SUPPORT RAIL FPU I PH: (972) 483-0607 PIPE, (5) PER SECTOR AS SHOWN. SEE SHEET VZWSMART—MSK2 FOR DETAILS. -. S, , ©M I B. INSTALL NEW 3" PST TOP SUPPORT RAIL PIPE, (1) PER SECTOR AS SHOWN. O NC I ll L ■ C. REMOVE EXISTING CATWALK FROM EXISTING BOTTOM SUPPORT RAIL PIPE AND / Var / ver'zon EXISTING BOTTOM SUPPORT ARM. SEE PHOTO 1 ON A-2 SHEET FOR DETAILS. i 41 O4 INSTALL NEW VZWSMART BACK TO BACK CROSSOVER, (2) PER SECTOR ON ALPHA AND GAMMA SECTORS. SEE SHEETS VZWSMART—MSK6 AND D-1 FOR DETAILS. ` —, a TES JOB NO: IPE AS WN, 2) PER O A. INSTALL 10059182 SECTOR ONNALPHAST AN(4'-0" LONG) RAYCAP D GAMMA SECTORS ONLY. NT SEEPSHEET D-1OFOR(DETAILS, �Fi' o�y�Ret-) FpU SAq D—� CUSTOMER SITE NO: FRicyJ SiNs 1721 14—VZW B. REMOVE EXISTING RAYCAP MOUNT PIPE AND RELOCATE ALL RAYCAPS TO NEW CUSTOMER SITE NAME: RAYCAP MOUNT PIPES. SEE PHOTO 3 ON A-2 SHEET FOR DETAILS. ill 14titj 0 � ORHI—BARROWS6 INSTALL NEW VZWSMART MONOPOLE COLLAR MOUNT ASSEMBLY (NOT SHOWN FOR 17026 SW FRIENDLY LANE CLARITY). SEE SHEET VZWSMART—PLK7 FOR DETAILS. BEAVERTON, oR s7oo7Ow I O INSTALL NEW VZWSMART T—ARM KIT, (1) PER SECTOR. SEE SHEET VZWSMART—SFK4 FOR DETAILS. O INSTALL NEW VZWSMART WIRE ROPE ROUTING BRACKET AND SAFETY CUMB GUIDES TO O --- PREVENT EXISTING SAFETY CLIMB FROM RUBBING AGAINST NEW AND EXISTING COLLAR c MOUNTS. SEE SHEETS SAF-1, D-1 AND VZWSMART—MSK10 FOR DETAILS. s, ` O THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN—UP, REMOVAL AND DISPOSAL �1' I OF EXCESS MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION �. \ OF THE PROJECT. 1 0 fI DRAWN BY:GA CHECKED BY: BS/FL REV. DESCRIPTION BY DATE ih A FIRST ISSUE GA 06/04/21 lo A EXISTING ANTENNA MOUNT 1 A 60' ELEV. ISOMETRIC VIEW 10A EXISTING ANTENNA MOUNT (4 60' ELEV. A (MODIFICATION IS TYPICAL FOR ALL (3) SECTORS) SHEET TITLE: © ANTENNA MOUNT MODIFICATION DETAILS 00 cn 1�p5 This drawing/document is the property of Tower Engineering Solutions, LLC. Information a contained herein is considered confidential in CT nature and is to be used only for the PHOTO 1 ITEM QTY. PART NO. DESCRIPTIONS specific site that it was intended for. .� NO. Reproduction, transmission, publication or w disclosure by any method is prohibited NOTES: 1 21 VZWSMART-MSK2 CROSSOVER PLATE except by express written permission from 0 1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS AND/OR ANY OTHER CONTRACTOR NOTE: 2 6 PST2375-10.5 2"PST(2.375"O.D.X 0.154"THK)X 10'-6"A53 GR-B 35Kt Tower Engineering Solutions, LLC. Without ~ MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION MAY OCCUR. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THERE IS NO 3 3 PST350-16 3"PST(3.50"O.D.X 0.216"THK)X 16'-0"A53 GR-B 35KSI exception, the information on this N2. WHEN FIELD CUTTING AND DRILLING ANGLES, USE SAME GAGE LINES AND EDGE DISTANCES INTERFERENCES WITH (PORT HOLES, SAFETY CLIMB BRACKETS, TRANSMISSION LINES, 4 2 VZWSMART-MSK6 BACK TO BACK CROSSOVER drawing/document remains the property of o Tower Engineering Solutions, LLC. c" AS INDICATED ON SHOP CUT AND DRILLED ENDS. ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. 5 4 PST2375-4 2"PST(2.375"O.D.X 0.154"THK)X4'-0"A53 GR-B 35KSI Q, 3. APPLY (2) COATS OF ZINGA COLD GALVANIZING COMPOUND AS PER THE MANUFACTURER'SSHEET NUMBER: REV #: 2. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO 6 1 VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY SPECIFICATIONS TO ALL FIELD CUT AND DRILLED AREAS. THIS DRAWING 0 972-483-0607 OR EMAIL—TESORDERSOTESTOWER.US 7 3 VZWSMART-SFK4 T-ARM KIT A- 1 0 0 4. MEMBERS IN BLUE COLOR ARE NEW REINFORCEMENTS. 8 1 VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET , , ,,, T ,,, . . .......:,,,....,,, .....„..... M1 I .. „,„.t.,:„„,.„.,,,:,,,..,,,,..„,.„....: „....„:...„ ',rt., ...c " ' - ...,. 7a .v t w7 at .f.,:-i,-tic-'r-M4t.. ..,t--'Y:.}.fz,r•,:-;,7,...'.;:-.'._.-'ilf-r'-.,:. -:.:•„:,, -I•!., ---,, ,,, -.. ,,.t5.4 .1111101, ES .. Tower Engineering Solutions a 1320 E 600 -� GREENWAY DRIVE, SUIT R NG X 75038 VI T PH: (972) 483-0607 9 �,- s } „111 n, . u x .. ,. verizon A . ` y ,:,...-..-_-f_ .. 4 , 1 N tee, %� q!t".. TES JOB NO: L. g• .i t ' fe i�e s " O9 tE � CUSTOMERSITE NO: 172114—VZW ., P CUSTOMER SITE NAME: . � � ORHI—BARROWS R '� - . -i 17026 SW FRIENDLY LANE PHOTO 1 REMOVE EXISTING CATWALK FROM EXISTING PHOTO 2 BEAVERTON, OR 97007 BOTTOM SUPPORT RAIL PIPE AND EXISTING BOTTOM SUPPORT ARM. REMOVE EXISTING CROSSOVER PLATE REMOVE EXISTING RAYCAP MOUNT PIPE AND TO ACCOMMODATE THE INSTALLATION RELOCATE ALL RAYCAPS TO NEW RAYCAP MOUNT OF NEW CROSSOVER PLATE PIPES. 1 r - 7 ti 0. �1}i3 i t r+u 14 1SS1r49it,- , ,It/. ss„,,,t41kogrol, t' ' { ,x � - DRAWN BY:GA CHECKED BY: BS/FL g f 5r _ N`.: :�Y # REV. DESCRIPTION BY DATE f' ri FIRST ISSUE / / 1 ;"all""43441% A - 1 A ai w `' SHEET TITLE r c . ANTENNA MOUNT N j;.� $ ' _ „ PHOTOS , m . m.. O 3. o ` .4 — : - t, t q* This drawing/document is the property of n ? ' .�►, ^ Tower Engineering Solutions, LLC. Information o ,;^,.' _ �+ contained herein is considered confidential in M I fr. nature and is to be used only for the o �s" ' :' '<T"- . '4 Utg' ��►• specific site that it was intended for, o PHOTO 3 Reproduction, transmission, publication or 0 C W PHOTO 4 disclosure by any method is prohibited except by express written permission from 3 Tower Engineering Solutions, LLC. Without o exception, the information on this N INSTALL NEW VZWSMART WIRE ROPE ROUTING BRACKET AND SAFETY drawing/document remains the property of CLIMB GUIDES TO PREVENT EXISTING SAFETY CLIMB FROM RUBBING Tower Engineering Solutions, LLC. N AGAINST NEW AND EXISTING COLLAR MOUNTS. SEE SHEETS SAF-1, D-1 EXISTING RRUS/EQUIPMENT MAY BE RELOCATED SHEET NUMBER: REV #: aAND VZWSMART—MSK10 FOR DETAILS. ALONG THE M NTOAC M q _ 0 o A 2 U . oir111 . 35:5 ES ,,l.�el E; __ • Tower Engineering Solutions '1 1320 GREENWAY DRIVE, SUITE 600 111 I PH38 R(972) 483 NG, TX 00 07 NEW COLLAR MOUNT RD EXISTING MOUNT 41111 _ verizon yp ), ; I /// € EXISTING MONOPOLE i e cusroMER sirE No,. f TOWER. 1 .---~'r 172114-VZW in I � CUSTOMER SITE NAME: n I _0;0 A \ USE EXISTING 9/16" DIA. 0 ORHI-BARROWS ` I(�� - HOLE ON NEW COLLAR MOUNT 17026 SW FRIENDLY LANE �� \ o0 BEAVERTON, OR 97007 EXISTING T ARM. EXISTING SAFETY CLIMB- NEW VZWSMART WIRE ROPE �I P : CABLE ROUTING BRACKET. SEE SHEET r' ,410" ' / VZWSMART-MSK10 FOR DETAILS. (NP) NEW SAFETY CLIMB CABLE GUIDE NEW VZWSMART BACK TO BACK (PART# PN 115-203) (TUF-TUG OR EQUIV.). CROSSOVER KIT. SEE SHEETS A-1 AND VZWSMART-MSK6 NEW 2.375" O.D. RAYCAP FOR DETAILS MOUNT PIPES. SEE SHEET A-1 ilk FOR DETAILS DETAIL D-1 DRAWN BY:GA CHECKED BY: BS/FL RRE/EV. DESCRIPTION BY DATE ,M\FIRST ISSUE GA 06/04/21 a DETAIL n D-1 A A SHEET TITLE: STANDARD DETAILS 0 o This drawing/document is the property of n Tower Engineering I ions, n orma ion c contained herein is considered confidential in nature and is to be used only for the c specific site that it was intended for. Reproduction, transmission, publication or w disclosure by any method is prohibited except by express written permission from Tower Engineering Solutions, LLC. Without o 1--- exception, the information on this drawing/document remains the property of cz> Tower Engineering Solutions, LLC. 0 cN — NOTES: SHEET NUMBER: REV #: 1. HOT-DIPPED GALVANIZED PER ASTM A123. ITEM. QTY. PART NO. DESCRIPTIONS a 2. ALL HOLES ARE 11/16" DIA. U.N.O D— 1 0 _, 1 2 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) NEW TUF—TUG TOP HEAD E SION ) BRACKET (PART# 115-34 . INSTALL . . ,i, E NG SAFETY CABLE PER MANUFACTURER'S 'ECIFICATIONS. ES 11 ,,, n EAD ASSEMBLY Co O II SAFETY CLIMB CABLE i i I �.,; _...._ , 1I . ; Tower Engineering Solutions " It, HEAVY COLLAR MOUNT I I O O EXISTING .'FETY 1320 GREENWAY DRIVE, SUITE 600 CABLE 'D ASSEMBLY IRVING, TX 75038 0 0 i FIELD DRILL 7/16 0 HOLES w PH: (972) 483 0607 INTO TOP BRACKET (TMP-1) TO ALLOW (NP) I '' INSTALLATION OF SAFETY CABLE GUIDE __ ■ 1 MI SUPPORT ARM . 3 dl , 0 III_,_ .__ __ . ' I I7 i i e verizori NEW SAFETY CLIMB CABLE Q —_-- ` I' — EXISTING SAFETY CABLE GUIDE (PART# PN 115-203) A © 0 ailI ' (TUF—TUG OR EQUIV.) L(©) (TYP) li I TES JOB NO: SUPPORT ARM I I Ii ; `. EXISTING COLLAR MOUNT 10059182 t CUSTOMER SITE NO: TYPE — 1 ° , i 1 EXIS G 172114—VZW 1 I MONOP• E TOWER CUSTOMER SITE NAME: SECTION "A—A° SAF-1 tl ORHI—BARROWS 17026 SW FRIENDLY LANE BEAVERTON, OR 97007 ITEM QTY. PART NO. DESCRIPTIONS Ank TYPE — 2 NO. 1 1 T i•-1 PL 1/4"X 2"X9 1/2"A36 2 1 BMP-1 PL 1/4"x 2"x s 1/z"A3s SAFETY CLIMB GUIDE MAY BE INSTALLED ON EITHER 2 •- RIGHT 3 2 --- THREADED ROD 3/8"X8"A36 SIDE OF THE SUPPORT ARM. DEPENDING ON WHERE THE DO SAFETY CUMB IS LOCATED. ITEM 'TY. PART NO. DESCRIPTIONS 4 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 1 1 115-345 TUF-TUG MONOPOLE HEAD EXTENSION ASSEMBLY EXISTING OR NEW COLLAR MOUNT 3" (MIN) ,.... .._ FIELD DRILL 11/16" DIA 7 .. - SAFETY CLIMB CABLE HOLE ON COLLAR MOUNT Q\ 1 -NEW SAFETY CLIM:. CABLE �/ (TYP) GUIDE (PART# 5-203) ".. \,� iI 1 (TUF—TUG 0" EQUIV.) EXISTING MONOPOLE l �; �—I"—I, ► � ..� ` ' TOWER. ,4 ' O i; DRAWN BY:GA CHECKED BY: BS/FL •''''''T----- ii , q \Z HEAVY COLLAR 0 0 REV. DESCRIPTION BY DATE MOUNT /� /u\FIRST ISSUE GA 06/04/21 l >illk . TYP N. l ( )I ,� NEW SAFETY C B CABLE A NGUIDEN SAFETY(PART# PN CLIMB 5C203)ABLE� \ , — --e © (UIDETUG R •R EQUIV.) 3) I I AA (TUF—TUG OR EQUIV.) I / A f SHEET TITLE: EXIST . SAFETY CLIMB �, EXISTING SAFETY CLIMB11/4`;;; ;•I CA' E I NG FLANGE CABLE EXISTING OWER LEG SAFETY CABLE GUIDE COLLAR MOUNT 0 TYPE — 4 DETAILS o THREADED RODcn This drawing/document is the property of AM TYPE — 3 Ark TYPE Engineering Solutions, LLC. Information TYPE — 5 contained herein is considered confidential in SAFETY h 4 MB GUIDE MAY BE INSTALLED ON ETTH 3' LEFT OR RIGHTVW nature specific is toat be was intonly for ended for. SIDE THE COU AR MOUNT, DEPENDING ON YYH�'+ THE EXISTING Reproduction, transmission, publication or w a' CLIMB IS LOCATED. disclosure by any method is prohibited iv except by express written permission from Tower Engineering Solutions, LLC. Without o ITEM ITEM exception, the information on this N NO. QTY PART NO. DESCRIPTIONS NO QTY. PART NO. DESCRIPTIONS drawing/document remains the property of o Tower Engineering Solutions, LLC. 1 1 TMP-2 PL 1/4"X2"X7"A36 1 SCGB-4 L5"X3"X1/4"X71/2"A36 SHEET NUMBER: REV #: Q, ITEM 2 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 2 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) SA F- 1 a NO. QTY. PART NO. DESCRIPTIONS 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 1 MS02-625-4625-700 RU-BOLT 5/8"X4 5/8"I.W.X7"I.L.A36(OR EQUIV.) 1 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 4 1 --- BOLT 5/8"X2"A325 4 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 THE FOLL0‘,AING DRAWINGS ARE INCLUDED FOR REFERENCE ONLY PLEASE REFER TO THE LNSTALLAMON DRAWINGS FOR ACTUAL INSTALLATION DETAILS 1 VzW SMART Tool' Vendor verizon FITS 2.375" O.D. AND 2.875" O.D. VERTICAL PIPE. (NOT INCLUDED IN THIS KIT) 8" _ / 0000 0 0 0 FITS " AND 4" O.D. ♦� r / ,, H (NOT ORIZONTAL PIPE. ,,fNCLUDED3.5O.D. IN THIS KIT) 00000' �� 0 101 7- I 0 L _ 0 15/16" i PL 3/8" X 8 7/8" X 0'-8" A36 PL375-88758 DRAWN BY:H.R CHECKED BY: HMA REV. DESCRIPTION BY DATE AFIRST ISSUE H.R 05/08/20 A VZWSMART-MSK2 (CROSSOVER PLATE) n A ITEM QTY. PART NO. DESCRIPTION SHEET # WT A NO. SHEET TITLE: 1 1 PL375-88758 PL 3/8" X 8 7/8" X O'-8" A36 MSK2-F1 8 2 2 MS02-625-4125-600 RU-BOLT 5/8" X 4 1/8" I.W. X 6" I.L. A36 (OR EQUIV.) RBC-1 3 VZWSMART-MSK2 3 2 MS02-625-300-500 RU-BOLT 5/8" X 3" LW. X 5" I.L. A36 (OR EQUIV.) RBC-1 3 CROSSOVER PLATE 4 8 FW-625 5/8" HDG USS FLAT WASHER 1 5 8 LW-625 5/8" HDG LOCK WASHER --- 0SHEET NUMBER: REV #: NOTES: 6 8 NUT-625 5/8" HDG HEX NUT 1 VZWSMART-MSK2 O 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 15 VzW c:: �� :] SMART Tool© t � Vendor verizon EXISTING MONOPOLE /(K0 5 CD--. )0 0 (TYP) O 0 #�� 0 0 4 0 0 0000 (TYP) 0 0 4 P :0 Atri PLAN VIEW MONOPOLE COLLAR MOUNT ASSEMBLY 6" I 1 1 ® ® C --)i DRAWN BY BT CHECKED BY: HMA/KW 0 —v 0 REV. DESCRIPTION BY DATE AFIRST ISSUE BT 05/11/20 oo 0 O1 A 1 (TYP) VZWSMART-PLK7 (MONOPOLE COLLAR MOUNT ASSEMBLY) 0 o c ) ) o o INS QTY. PART NO. DESCRIPTION SHEET # WT SHEET TITLE: y I 1 1 3 CM-1245 COLLAR MOUNT ASSEMBLY PLK7-F1 147 VZWSMART-PLK7 2 6 --- THREADED ROD 5/8" X 4' 0" A193-B7 MONOPOLE COLLAR FRONT VIEW 3 12 FW-625 5/8" HDG USS FLAT WASHER --- 1 MOUNT ASSEMBLY 4 12 LW-625 5/8" HDG LOCK WASHER 0 SHEET NUMBER: REV #.--- NOTES: 5 12 NUT-625 5/8" HDG HEX NUT --- 1 0 1. FIT 12" TO 45" DIA MONOPOLE. VZWSMART-PLK7 2. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 150 a R VzW 1 1/2" A SMART Tool' (MIN)�� - "") Vendor / i "_ EXISTING MONOPOLE 0/ ,' 1/¢� (NP) -000_ --FIT 3.5" O.D. verizon z �/ (TYP) SUPPORT RAIL PIPE •e 6"X6" BOLT PATTERN -- FIELD CUT & TRIM TO MATCH 0 THE REQUIRED LENGTH ui is, g ROTATABLE T-ARM KIT O FIELD DRILL 13/16"0 HOLES F.\ \P COLLAR MOUNT " FOR 3/4" BOLT (TYP) 0 0 pR• A (ORDER SEPARATELY) (TYP) O SEE DETAIL A' �0 QQO 0 60 S� 1 \i DETAIL "A" //�P'SOQQO0 0000) �I 0 O I .XO Sv mill SUPPORT RAIL i ,X�G -0 ANTENNA MOUNT PIPE-- / (NOT INCLUDED IN THIS KIT) FIX' ve (NOT INCLUDED IN THIS KIT) rim Ems mom 1 / PLAN VIEW T-ARM KIT wmi, i is= === il0 ® 81/4" (MP) (©Dom (0.®® 1 1/8" 6" 11/16" DIA. HOLE (TYP) 3/8" SECTION "A-A" T 5/16/ E70XX -;- e ® r 3" X 3" X 1/4" X 6'-0" �_ A500 GR. B TUBING HSS VZWSMART-SFK4 (T-ARM KIT) IMIl -4- ITEM NO. Q 1 PART NO. DESCRIPTION SHEET # WT _ 1 1 RO TAW 6 T ARM WELDMENT SFK4-F1 71 DRAWN BY:BT CHECKED BY: HMA/KW 0o 2 2 BP825 94375 PL 3/8" X 8 1/4" X 9 7/16" A36 BEND PLATE SFK4-F2 17 REV. DESCRIPTION BY DATE 3 1 PL375-92512025 PL 3/8" X 9 1/4" X 1' 0 1/2" A36 SFK4-F3 12 AFIRST ISSUE BT 05/08/20 E70XX 4 4 BOLT 5/8" X 2 1/4" A325 0 A — 5/16/ 5 4 BOLT 5/8" X 2" A325 0 O T O -PL 3/4" X 8 1/4" X 8 1/4" A572 0 ' 6 2 BOLT 3/4" X 5 1/4' A325 0 7 2 MS02-625-3625-600 RU-BOLT 5/8" X 3 5/8" I.W. X 6" I.L. A36 (OR EQUIV.) RBC-1 3 4 1/8" SHEET TITLE: - 8 12 FW-625 5/8" HDG USS FLAT WASHER --- 1 FRONT VIEW SIDE VIEW 9 12 LW-625 5/8" HDG LOCK WASHER 0 VZWSMART-SFK4 RO-TAW-6 WELDMENT 10 12 NUT-625 5/8" HDG HEX NUT --- 1 11 2 FW-75 3/4" HDG USS FLAT WASHER --- 0 T-ARM KIT 12 2 LW-75 3/4" HDG LOCK WASHER --- 0 SHEET NUMBER: REV #: NOTES: 13 2 NUT-75 3/4" HDG HEX NUT --- 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 106 VZWSMART-SFK4 0 I i . , VzW SMART Tool© Vendor i FIT UP TO 4.50" O.D. PIPE (NOT INCLUDED IN THIS KIT) verizon !1/4,...--____„, FIT UP TO 6" X 6" TUBE (NOT---\ I i INCLUDED IN THIS KIT) (nP) --...� (�---' 0000 (TYP) (I c� ��'� � 0000 �a)I ,1 (TYP) c©) i % I L VA)r No .., , _ _ _, ISOMETRIC VIEW BACK TO BACK CROSSOVER DRAWN BY:SK CHECKED BY: BT/Kyy REV. DESCRIPTION BY DATE FIRST ISSUE SK 05/08/20 VZWSMART-MSK6 (VZWSMART-MSK6 - BACK TO BACK CROSSOVER) A ITEM A N0. QTY. PART NO. DESCRIPTION SHEET # WT A 1 2 PL375-8512 PL 3/8" X 8 1/2" X 1'-0" A36 MSK6-F2 20.7 A 2 4 VCP PL 1/2" X 2" X 8 5/8" A36 BENT PLATE MSK6-F1 9.8 SHEET TITLE: 3 4 --- THREADED ROD 5/8" DIA. X 10" F1554-36 HDG --- VZWSMART-MSK6 4 16 NUT-625 5/8" HDG HEX NUT -- 2 BACK TO BACK 5 16 FW-625 5/8" HDG USS FLAT WASHER --- 1 CROSSOVER 6 16 LW-625 5/8" HDG LOCK WASHER --- 0 SHEET NUMBER: REV #: 7 8 --- BOLT 5/8" X 6" SAE GRADE 5 ALL THREAD --- 1 NOTES: VZWSMART-MSK6 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 34 VzW VZWSMART MONOPOLE COLLAR MOUNT SMART Tool© ASSEMBLY. (NOT INCLUDED IN THIS KIT) r \ Vendor EXISTING MONOPOLE /, ° A- 1 f , rL,,,, \ i , „ .... ,, 16„..., , . ., ,„,,,,,,, .,,„ ,...„- , \\ 0‘ verizon \ ,-- \\.\\ 0000 (TYP) (0000 rypPLAN VIEW 0000- / 0000 (TYP) \ 0 (TYP) S. 0 li VZWSMART MONOPOLE COLLAR MOUNT-/ ASSEMBLY. (NOT INCLUDED IN THIS KIT) ELEVATION VIEW DRAWN BY:SK CHECKED BY: KW VZWSMART-MSK10 (WIRE ROPE ROUTING BRACKET) REV. DESCRIPTION BY DATE ITEM Ah FIRST ISSUE SK 04/13/21 NO. QTY. PART NO. DESCRIPTION SHEET # WT A 1 1 PL-CM PL 3/16" X 6 1/2" X 2'-0 1/2" A36 MSK1O-F1 2.7 A 2 2 BOLT 1/2" X 1 3/4" A325 --- 0.4 0 3 2 FW-500 1/2" HDG USS FLAT WASHER 2 SHEET TITLE: 4 2 LW-500 1/2" HDG LOCK WASHER 0 VZWSMART-MSK1 0 5 2 NUT 500 1/2" HDG HEX NUT 2 WIRE ROPE ROUTING 6 4 --- BOLT 3/8" X 1 1/2" FULL THREAD SAE GR 5 0 BRACKET 7 4 FW-375 3/8" HDG USS FLAT WASHER 0 8 4 LW-375 3/8" HDG LOCK WASHER 0 SHEET NUMBER: REV #: 9 4 NUT-375 3/8" HDG HEX NUT NOTES: VZWSMART-MSK1 0 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 7