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APPROVED PLN BLD BLD2022-1650+Building_or_Construction_Plan+12.5.2022_2.00.22_PM+3252502APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE VERIZON SITE NUMBER VERIZON SITE NAME: SITE TYPE: TOWER HEIGHT: SITE INFORMATION CROWN CASTLE USA INC. BALLINGER SITE NAME: SITE ADDRESS: 9920 EDMONDS WAY EDMONDS, WA 98020 COUNTY: SNOHOMISH MAP/PARCEL #: 27033600113900 AREA OF CONSTRUCTION: EXISTING LATITUDE: 47.78965805 / 470 47' 22.769" N LONGITUDE: -122.3659514 / 1220 21' 57.425" W LAT/LONG TYPE: NAD83 GROUND ELEVATION: 324'-0" FT CURRENT ZONING: 559 JURISDICTION: CITY OF EDMONDS, WA OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROPERTY OWNER: EILERT JERRI 12521 226TH STREET SE SNOHOMISH, WA 98296 TOWER OWNER: CROWN CASTLE 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CARRIER/APPLICANT: VERIZON WIRELESS 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 ELECTRIC PROVIDER: SNOHOMISH COUNTY PUD I TELCO PROVIDER: COMCAST PROJECT TEAM A&E FIRM: TRYLON 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 CROWN CASTLE USA INC. DISTRICT CONTACTS: KIARRA GALE - PROJECT MANAGER KIARRA.GALE@CROWNCASTLE.COM TBD - CONSTRUCTION MANAGER ■ veri 263818 SCRIBER MONOPOLE BUSINESS UNIT #: SITE ADDRESS: COUNTY: 83'-0" JURISDICTION: VERIZON 5G L-SUB6 - CARRIER ADD DRAWING INDEX SHEET # SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERAL NOTES C-1.1 OVERALL SITE PLAN C-1.2 SITE PLAN C-2 EXISTING & NEW ELEVATION C-3 ANTENNA PLANS & CABLE SCHEDULE C-4 EQUIPMENT SPECS C-4.2 EQUIPMENT SPECS C-5 RFDS C-6 CONFIGURATION DIAGRAM G-1 GROUNDING PLAN G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS ATTACHED MONOPOLE MODIFICATIONS ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 22'X34'. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER SCOPE OF WORK: • REMOVE (6) ANTENNAS • INSTALL (6) ANTENNAS • INSTALL (6) TRIPLEXERS • INSTALL (3) BIAS-TS • INSTALL (3) OVPs • INSTALL (3) HYBRID CABLES • INSTALL (1) TOWER EXTENSION (BY OTHERS) GROUND SCOPE OF WORK: • REMOVE (6) RRHs • REMOVE (12) DIPLEXERS • INSTALL (6) RRHs • INSTALL (1) OVP • INSTALL (6) TRIPLEXERS • INSTALL (2) BBUs • INSTALL (3) UPCONVERTERS • INSTALL (1) RECTIFIER NOTE: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER APPROVALS VERIZON SIGNATURE BLOCK APPROVAL SIGNATURE DATE SITE ACQUISITION CONSTRUCTION RADIO MICROWAVE TELCO EQUIPMENT PROJECT ADMINISTRATOR WO ADMINISTRATOR CROWN CASTLE USA INC. SIGNATURE BLOCK APPROVAL SIGNATURE DATE SITE ACQUISITION PLANNER CONSTRUCTION PROJECT MANAGER UTILITY MANAGER LANDLORD The design, finish and color of the new tower extension must substantially match the existing tower. APPROVED BY PLANNING Dec 19 2022 CONTRACTOR PMI REQUIREMENTS PMI ACCESSED AT https://pmi.vzwsmart.com SMART TOOL VENDOR PROJECT NUMBER N/A VzW LOCATION CODE (PSLC) 263818 *** PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT MOUNT MODIFICATION REQUIRED I Y VzW APPROVED SMART KIT VENDORS REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR VzW SMART KIT APPROVED VENDORS 4 85564C 9920 EDMO EDMONDS City Of Edmonds Building Department --------------------------------------------------------------- Work WIRELESS MODIFICATOIN --------------------------------------------------------- -------------------------------------------------------- Address 9920 EDMONDS WAY ------------------------------------------------- --------------------------- Owner VERIZON Approved Date Erg ---------------------------- 1P§nY4cI'aI 12/12/2022 Permit Number B L D2022-1650 SNO14%j1V.1.t3r_1 CITY OF EDMONDS, WA LOCATION MAP 7 HE BOWL EDMONDS -1 Edmonds f Win Co Foods Kingst n s oodway Esperance r Alderwood 1 s24 'i 0 �f. Alderwood Manor? b � Bothell West' %', �. .... Brier Richmond Beach Costco-lWholesale Q.Itwater Park Rainy Day Quilts iE HO _.=KE Lake Forest Park _ _ =Kenmore_ Shoreline TERR:. ' c u ills tp "t a *11�t".�Lt�__'NO " 5� -�� uESCALE 7 - t DRIVING DIRECTIONS FROM SEATTLE-TACOMA INTERNATIONAL AIRPORT (17801 INTERNATIONAL BLVD, SEATTLE, WA 98158): GET ON WA-518 E IN TUKWILA FROM AIRPORT EXPRESSWAY, HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES DR, USE THE LEFT LANE TO KEEP LEFT, KEEP LEFT, SLIGHT LEFT ONTO AIRPORT EXPRESSWAY, KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR WA-518 E/I-5/I-405/SEATTLE/TACOMA AND MERGE ONTO WA-518 E, FOLLOW I-5 N TO WA-104 W/NE 205TH ST/LAKE BALLINGER WAY IN MOUNTLAKE TERRACE. TAKE EXIT 177 FROM I-5 N, MERGE ONTO WA-518 E, TAKE THE EXIT ON THE LEFT ONTO I-5 N TOWARD SEATTLE, TAKE EXIT 177 TO MERGE ONTO WA-104 W/NE 205TH ST/LAKE BALLINGER WAY, PARTS OF THIS ROAD MAY BE CLOSED AT CERTAIN TIMES OR DAYS, FOLLOW WA-104 W TO YOUR DESTINATION IN EDMONDS, MERGE ONTO WA-104 W/NE 205TH ST/LAKE BALLINGER WAY, CONTINUE TO FOLLOW WA-104 W, TURN LEFT .10 APPLICABLE CODES/REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 2018 IBC MECHANICAL 2018 IMC ELECTRICAL 2020 NEC REFERENCE DOCUMENTS: STRUCTURAL ANALYSIS: BY OTHERS DATED: MOUNT ANALYSIS: BY OTHERS DATED: RFDS REVISION: A DATED: 4/5/2022 ORDER ID: 578053 REVISION: 0 CALL WASHINGTON ONE CALL � (800) 424-5555 p CALL 3 WORKING DAYS �aA� BEFORE YOU DIG! JURISDICTIONAL APPROVAL: verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 W: ' Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 1 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 1 SRI FINAL CLT ABER1V�j�� G O W G' + 52593 SIONAL 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. SHEET NUMBER: REVISI3 ON: CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: VERIZON SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY 2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 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 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 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 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 STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 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 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, 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 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 LIMITED MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 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, DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL 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 GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER REQUIREMENTS. 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 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 CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE 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 IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 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 (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 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, 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, 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 INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9• THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH WITH ANY SUCH CHANGE OF INSTALLATION. ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 11k14.CONTRACTOR CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR ORDINANCES AND APPLICABLE REGULATIONS. ER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'SWINGS. RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.AGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE TRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THEER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THEIGNATED LOCATION. CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALLAILY BASIS. PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. RETE, FOUNDATIONS, AND REINFORCING STEEL: 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER _ 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 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. 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 AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psf. 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 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 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 EQUIPMENT, ROOMS, AND SHELTERS. PLACEMENT. 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 AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER -TO -CEMENT RATIO (W/C) OF 0.45. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL #4 BARS AND SMALLER....................................................................................40 ksi MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER......................................................................................60 ksi FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.......................3" OF OWNER. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER.....................................................................................2" 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #5 BARS AND SMALLER..........................................................................1-1/2" CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB AND WALLS.........................................................................................3/4" 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED BEAMS AND COLUMNS.............................................................................1-1/2" FROM SITE ON A DAILY BASIS. 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GREENFIELD GROUNDING NOTES: 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 ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL- OF- POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1 100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 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 TESTING RESULTS. 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. 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. 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 COPPER FOR OUTDOOR BTS. 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. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90" BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45" BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. _ - 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 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, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 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 POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 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 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, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). ELECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90° C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "VERIZON". 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. CONDUCTOR COLOR CODE SYSTEM CONDUCTOR COLOR 120/24OV, 10 A PHASE BLACK B PHASE RED NEUTRAL WHITE GROUND GREEN 120/208V, 30 A PHASE BLACK B PHASE RED C PHASE BLUE NEUTRAL WH ITE GROUND GREEN 277/48OV, 30 A PHASE BROWN B PHASE ORANGE OR PURPLE C PHASE YELLOW NEUTRAL GREY GROUND GREEN DC VOLTAGE POS (+) RED** NEG (-) BLACK** * SEE NEC 210.5(C)(1) AND (2) ** POLARITY MARKED AT TERMINATION ABBREVIATIONS: ANT ANTENNA (E) EXISTING FIF FACILITY INTERFACE FRAME GEN GENERATOR GPS GLOBAL POSITIONING SYSTEM GSM GLOBAL SYSTEM FOR MOBILE LTE LONG TERM EVOLUTION MGB MASTER GROUND BAR MW MICROWAVE (N) NEW NEC NATIONAL ELECTRIC CODE (P) PROPOSED PP POWER PLANT QTY QUANTITY RECT RECTIFIER RBS RADIO BASE STATION RET REMOTE ELECTRIC TILT REDS RADIO FREQUENCY DATA SHEET RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT SIAD SMART INTEGRATED DEVICE TMA TOWER MOUNTED AMPLIFIER TYP TYPICAL UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT APWA UNIFORM COLOR CODE: WHITE PROPOSED EXCAVATION © TEMPORARY SURVEY MARKINGS ELECTRIC POWER LINES, CABLES, CONDUIT, AND LIGHTING CABLES YELLOW GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS COMMUNICATION, ALARM OR SIGNAL LINES, CABLES, OR CONDUIT AND TRAFFIC LOOPS POTABLE WATER RECLAIMED WATER, IRRIGATION, AND SLURRY LINES SEWERS AND DRAIN LINES JURISDICTIONAL APPROVAL: verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 CCCROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 ••�•�•• "0* Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 SRI FINAL CLT G O W 52593 SI�NAL� 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. SHEET NUMBER: REVISION: JURISDICTIONAL APPROVAL: VERIZON EQUIPMENT ANTENNA CL: 79' —10" 74'-11" MOUNT CL: 74'-3" 77'-6" 74'-11" (E) VERIZON EQUIPMENT TO BE REMOVED (6) ANTENNAS INSTALLED ON EXISTING MOUNTS (E) VERIZON 4'-2"0 CONCEALMENT SHROUD TO BE REMOVED r� EXISTING NORTH ELEVATION SCALE: NOT TO SCALE TOP OF TOWER MONOPOLE ELEV. = 83'-0" EXISTING ANTENNA TIP HEIGHT oL ELEV.=82'-0" EXISTING VERIZON RAD CENTER 79'-10" EXISTING ANTENNA TIP HEIGHT ELEV.=77'-0" EXISTING VERIZON RAD CENTER 74'-1 1 " EXISTING ANTENNA TIP HEIGHT ELEV.=71'-6" EXISTING ANTENNA TIP HEIGHT ELEV.=65'-6" VERIZON EQUIPMENT ANTENNA CL: 74'-10" 80'-0" MOUNT CL: 74'-10" 80'-0" NEW VERIZON EQUIPMENT (6) ANTENNAS (3) OVPs (6) TRIPLEXERS (3) BIAS—T INSTALLED ON EXISTING MOUNTS NEW VERIZON 4'-2"0 VENTED CONCEALMENT SHROUD (BY OTHERS) TOP OF TOWER MONOPOLE ELEV. = 83'-0" NEW ANTENNA TIP HEIGHT ELEV.=81'-4" NEW VERIZON RAD CENTER 80'-0" NEW ANTENNA TIP HEIGHT ELEV.=77'-1" NEW VERIZON RAD CENTER OIL 74'-10" EXISTING ANTENNA TIP HEIGHT ELEV.=71'-6" EXISTING ANTENNA TIP HEIGHT ELEV.=65'-6" (E) VERIZON FEEDLINES TO REMAIN (E) VERIZON FEEDLINES (12) COAX CABLES (7/8") (12) COAX CABLES (7/8") NEW VERIZON FEEDLINES (E) 83'-0" MONOPOLE �I (3) 6X12 HYBRID CABLE FINAL NORTH ELEVATION SCALE: NOT TO SCALE (E) 83'-0" MONOPOLE verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 CCCROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 1 SRI I FINAL I CLT ABER1���� G o w 52593 SIGNAL 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. no SHEET NUMBER: REVISI3 ON: JURISDICTIONAL APPROVAL: 1 ANTENNA SCHEDULE @ 80'-0" SECTOR POS. TECHNOLOGY RAID CENTER AZIMUTH ANTENNA MANUFACTURER ANTENNA MODEL MECH. TILT ELECT. TILT TOWER MOUNTED EQUIPMENT FEEDLINE TYPE ALPHA Al L-SUB6 80'-0" 60' ERICSSON AIR6449 0' 0' (3) RAYCAP - RCMDC-1064-PF-48 OVP BOX HYBRID BETA Al L-SUB6 80'-0" 180° ERICSSON AIR6449 0' 0' - HYBRID GAMMA Al L-SUB6 80'-0" 300'-0" ERICSSON AIR6449 0' 0' HYBRIDCOAX ANTENNA SCHEDULE @ 74'-10" SECTOR POS. TECHNOLOGY RAID CENTER AZIMUTH ANTENNA MANUFACTURER ANTENNA MODEL MECH. TILT ELECT. TILT TOWER MOUNTED EQUIPMENT FEEDLINE TYPE ALPHA Al LTE/5G/AWS/AWS3 74'-8" 60' COMMSCOPE NNH4-65A-R6-V1 0' 2' - COAX BETA A2 LTE/5G/AWS/AWS3 74'-8" 180° COMMSCOPE NNH4-65A-R6-V1 0" 2° (3) ANTEL BIAS-T - MODEM 200 COAX GAMMA A3 LTE/5G/AWS/AWS3 74'-8" 300' COMMSCOPE NNH4-65A-R6-V1 0° 2' (6) JMA - TBC-67C-A-P-2SF TRIPLEXER COAX (GAMMA) 300' AZIMUTH (ALPHA) 60° AZIMUTH / Cl Al (E) VERIZON ANTENNA TO BE REMOVED (3 TOTAL, 1 PER SECTOR) O ' (E) 4'-2" CONCEALMENT SHROUD -� (1 TOTAL) TO BE REMOVED dt (E) 83'-0" MONOPOLE B1 / (B ETA) 180° AZIMUTH @ 74'-11 AG\ / (E) VERIZON ANTENNA TO BE REMOVED (3 TOTAL, 1 PER SECTOR) (E) 4'-2" CONCEALMENT SHROUD (1 TOTAL) TO BE REMOVED (E) 83'-0" MONOPOLE GAM MA 300' AZIMUTH 60(AAZIMUTH �1 \ I \ B1 / (BETA) 180' AZIMUTH @ 79'-10" AGL / ANTENNA AND CABLE SCHEDULE SCALE: NOT TO SCALE (GAM 300' A-Z NEW VERIZON ANTENNA (3 TOTAL, 1 PER SECTOR) (E) 83'-0" MONOPOLE NEW VERIZON BIAS-T (3 TOTAL,1 PER SECTOR) NEW VERIZON OVP (3 TOTAL, 1 PER SECTOR) (E) 83'-0" MONOPOLE (N) VERIZON 4'-2" 0 VENTED CONCEALMENT SHROUD (BY OTHERS) @ 74'- 8" AGL © 78'-7" AGL CABLE SCHEDULE STATUS CABLE TYPE SIZE QUANTITY EXISTING COAX 7/8" 12 NEW HYBRID 6X12 3 FINAL CABLE QUANTITY 15 NEW VERIZON 4'-2"0 VENTED CONCEALMENT SHROUD (BY OTHERS) NEW VERIZON TRIPLEXER (6 TOTAL, 2 PER SECTOR) (CAN 300° A NEW VERIZON ANTENNA (3 TOTAL, 1 PER SECTOR) (E) 83'-0" MONOPOLE NEW VERIZON 4'-2" 0 VENTED CONCEALMENT SHROUD (BY OTHERS) © 80'-0" AGL MUTH verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 GCROWN CCASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 0•�•�•� �i 0- Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 SRI FINAL CLT 7'� ABERN4� , 52593 4 �GISTER� %NAL�� 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. SHEET NUMBER: REVISION: EXISTING ANTENNA PLAN SCALE: NOT TO SCALE FINAL ANTENNA PLAN SCALE: NOT TO SCALE JURISDICTIONAL APPROVAL: MANUFACTURER: ERICSSON MODEL: AIR6449 WEIGHT: 81.6 LBS DIMENSIONS: 30.4" X 15.9" X 8.1" FREQUENCY: REFER TO RF DATA SHEET c c 15.9 1ti Cl TOP FRONT ERICSSON AIR6449 SCALE: NOT TO SCALE 0 co SIDE THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY. THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAIVES ANY AND ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE. RAYCAP — RCMDC-1064—PF-48 WEIGHT (WITHOUT MOUNTING HARDWARE): 14.0 LBS SIZE (HxWxD): 20.58x10.15x8.2 IN. RAYCAP - RCMDC-1064-PF-48 SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY. THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATIONS) WITH RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAIVES ANY AND ALL CLAIMS) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE. 0 0 0 0 0 0 RAYCAP — RVZDC-6627—PF-48 WEIGHT (WITHOUT MOUNTING HARDWARE): 32.0 LBS SIZE (HxWxD): 28.9x15.7x10.3 IN. RATED WIND VELOCITY: 150 MPH (SUSTAINED) OPERATING TEMPERATURE: —40° C TO +80° C NOMINAL OPERATING DC VOLTAGE: 48 VDC RAYCAP - RVZDC-6627-PF-48 SCALE: NOT TO SCALE MANUFACTURER: COMMSCOPE MODEL NO.: NNH4-65B-R6-V1 DIMENSIONS: TOTAL WEIGHT: H 72" W 19.6" 83.114 LBS D 7.8" f TnD \/IG\A/ �W� FRONT VIEW NNH4-65B-R6-V1 PANEL ANTENNA COMMSCOPE - NNH4-65B-R6 SCALE: NOT TO SCALE MechankW speelllcadons Caruioctors RF 4.3-10 (F) Ground stud M6 x 1 (hex nut included) Connectors quantity 8 Dimensions. excluding brackets and connectors 186 x 184 x 80 (7.32 x 7.24 x 3.15) LxWxHmm(in-) QInG \/IG\A/ Weight: kg (lbs_) 5.1 (11.13) Mounting PoleMall bracket supplied. including two metal clamps for 45-178 mm diameter poles D 00 0 t] Ba 0 Ix A 3.10 FEMALE JMA - TBC-67C-A-P-2SF SCALE: NOT TO SCALE 7 3J 1660 verizonN' 3245 158TH AVENUE NIS 231 BELLEVUE, WA 98008 CROWN � CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 00:•:•4 �::*__! rylon • 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 SRI FINAL CLT r10 PMERN�g1� G O W r 52593 �GISTER� %NAL�� 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. SHEET NUMBER: REVISION: C-4 3 JURISDICTIONAL APPROVAL: 1 Mechanical Characteristics Dimensions (Length x Width x Depth) 76 x 88 x 48 mm 3.0 x 3.5 x 1.9 in Weight 0.75 kg 1.7 Ibs *Configuration Dimensions (LxWxD) 74 x 74 x 35 mm 2.9 x 2.9 x 1.4 in 2 Weight 0.72 1 kg 1.6 Ibs ANTEL - BIAS-T MODEM 200 SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE MOUNTING BRACKET (SUPPLIED W/ ANTENNA) ANTENNA MOUNTING PIPE INSTALLER NOTE: 1. ALL PIPES, BRACKETS, AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. 2 )ANTENNA MOUNTING DETAIL SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE NEW ANTENNA 3RACKET N/ ANTENNA) NOT USED SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 CCCROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �•A- ,,.:-.Trylon�••4 0 :: • 1 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 SRI FINAL CLT 07' �ERN'11� 52593 �GISTER� %NAL�� 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. SHEET NUMBER: REVISION: C-44,2 JURISDICTIONAL APPROVAL: SECTOR 1 SECR]R 2 1 SECTOR 3 �- Elcm Upper antennia Upper antenna Upper antenna CONFIGURATION DIAGRAM SCALE: NOT TO SCALE verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 CROWN � CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 •�:': 0-:- � oo*i 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 SRI FINAL I CLT 70- �� ABERN4�� G o W lar � Ar 52593 9 �, %NgAL�1S 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. SHEET NUMBER: REVISION: C-6 L 3 TO ANTENNA COAX TO ANTENNA COAX 8" PVC PLUG 8" PVC PLUG CPLG. (THRD.) T/FINISH GRADE JURISDICTIONAL APPROVAL: COPPER/GALVANIZED GROUND BAR • I • ;OI m I • • • • • • • • • • • • • • • ;O� • ,Oy • ��� • • • • • • • • • • • • • • TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. ANTENNA SECTOR GROUND BAR DETAIL SCALE: NOT TO SCALE TO TOWER MOUNTED EQUIPMENT (TYP) TO ANTENNA STANDARD COAX CABLE GROUND KIT (TYP) #6 STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION (OR AS PROVIDED WITH GROUND KIT) (TYP) COAX CABLE (TYP FOR ALL) TO BTS EQUIPMENT VIA TRAY OR ICE BRIDGE MONOPOLE r ANTENNA GROUND BAR LOCATED AT MCL I (BONDED TO TOWER STEEL) I I 2 HOLE LUG (TYP) �> .� MECHANICAL CONNECTION (TYP) COAX GROUND BAR WITH \ INSULATORS, CONNECTED DIRECTLY TO THE BOTTOM OF MONOPOLE. SEE NOTE 1. 2/0 TINNED BARE I I COPPER WIRE MONOPOLE PIER GROUND WIRE SEE NOTE 3 GROUND WIRE NOTE 3 ' - -- -�--�--i-ice INSPECTION WELL � EXOTHERMIC WELD (TYP) i NOTES: 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI —OXIDANT COATING. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. TYPICAL ANTENNA CABLE GROUNDING SCALE: NOT TO SCALE COPPER/GALVANIZED GROUND BAR BOO Oy • �O� • � • • • • • • • • • • • • • BOO TWO HOLE LONG BARREL COMPRESSION LUG (TYP) #2 SOLID TINNED COPPER CONDUCTOR TO TOWER/SHELTER GROUND RING (2 TYP. FOR BOTTOM GROUND BAR ONLY) NOTES: 1. 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). 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. TOWER/SHELTER GROUND BAR DETAIL SCALE: NOT TO SCALE 2—HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL BOLT TYP) STAINLESS STEEL FLAT WASHER (TYP) GROUND BAR STAINLESS STEEL FLAT WASHER STAINLESS STEEL (TYP) BELLVILLE WASHER STAINLESS STEEL NUT (TYP) (TYP) SINGLE CONNECTOR AT GROUND BARS DRAGON 2—HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL BOLT STAINLESS STEEL -LAT WASHER STEEL NLESS STEEL WASHER STAINLESS STEEL STAINLESS STEEL NUT BELLVILLE WASHER (TYP) (TYP) SINGLE CONNECTOR AT STEEL OBJECTS STAINLESS STEEL SELF —DRILLING METAL SCREW (TYP) 2—HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL FLAT WASHER (TYP) DRAGON TOOTH METALLIC OBJECT WASHER (TYP) SINGLE CONNECTOR AT CONNECTOR AT METALLICZSTEEL OBJECTS HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE w 0 #2 SOLID (TEST LOOP) z z : NOTCH SIDES OF 8" PVC SCH 40 PIPE 9 V) TO ALLOW EXIT/ENTRANCE OF cn L'j EXOTHERMIC WELD GROUND RING WIRE 0 w w-- -- - -- -- - -- -- cn II III III— I II III II II— TRENCH BOTTOM 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 5/8" 0 x 10'-0" LONG COPPER CLAD GROUND ROD 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) INSPECTION WELL DETAIL SCALE: NOT TO SCALE GRADE 6" WIDE METALLIC HTEL WARNING/LOCATOR TAPE AT 12" DEPTH EXOTHERMIC WELD GROUND RING #2 COPPER WIRE SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUND LOOP GROUND RING 2/0 FOR TOWER GROUND LOOP GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/8 0 x 10'-0" LONG NOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) GROUND ROD DETAIL SCALE: NOT TO SCALE verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 GOAK-Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 1 SRI FINAL CLT ABERAr4�� G o w 52593 SIGNAL 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. moo SHEET NUMBER: REVISION: G-2 1 3 TYPE 2YA2 TYPE VN TYPE XA TYPE NC 0 0 TYPE YA2 TYPE SS O TYPE VS TYPE VB TYPE PT TYPE GT2 TYPE GY TYPE OR NOTE: 1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. CADWELD GROUNDING CONNECTIONS SCALE: NOT TO SCALE WEATHERPROOFIN" (SEE NOTE 3) ANTENNA CABLE #6 AWG STRANDI (GROUNDED TO c CABLE GROUND CABLE CONNECT�I. NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. r__,�CABLE GROUND KIT CONNECTION �`JSCALE: NOT TO SCALE 3/8-1 1 x1 " TAMPER RESISTANT BOLT (TYP) INSULATORS SEE NOTE 2. (TYP) WALL BRACKET 00 (TYP) 0 0 0 0 0 0 0 0 0 ® 0 UNIVERSAL COPPER ® GROUND BAR (4"x20") LOCK WASHER P/N M10 (TYP) TWO -HOLE COMPRESSION LUG NOTES: 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. GROUND BAR DETAIL SCALE: NOT TO SCALE TO ANTENNAS COAX JUMPER (TYP.) CONNEC WEATHERPROOFING (TYP. SEE NOTE ANTENNA CA TO BTS EQUIPMENT (T WEATHERPROOFING KIT (TYP) GROUND KIT (TYP) ' 6 AWG -OPPER/GALVANIZED -OAX GROUND BAR 30NDED DIRECTLY TOWER NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND CABLE CONNECTION SCALE: NOT TO SCALE NOTE: MINIMUM OF 3 THREADS TO BE VISIBLE (TYP) 2 HOLE LONG BARREL TINNED SOLID COPPER LUG (TYP) TIN COATED SOLID COPPER BUS BAR CHERRY INSULATOR INSTALLED IF REQUIRED LUG DETAIL SCALE: NOT TO SCALE S/S NUT (TYP) S/S SPLIT WASHER (TYP) S/S FLAT WASHER (TYP) S/S FLAT WASHER (TYP) S/S BOLT (TYP) WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT #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 #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N BURNDY GROUND LUG W/ LONG BARREL (SEE CHART) NUT (TYP) LOCK WASHER (TYP) 1/2" - 16 NC S 2 BOLT GROUND BAR J BOLT (SEE CHART) (TYP) \BURNDY TWO HOLE LUG W/ LONG BARREL (SEE CHART) BARE WIRE TO BE NO-OX AT BOTH ENDS HEAT SHRINK (CLEAR) GROUNDING CONDUCTOR STRANDED (GREEN INSULATED) ONLY FOR #6 AWG (SEE CHART) NOTES: 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. -;-�IVECHANICAL LUG CONNECTION SCALE: NOT TO SCALE #6 AWG MIN. FROM ANTENNA CABLE GROUND KIT GROUND BAR ON SHELTER. ICE BRIDGE, OR ON ANTENNA TOWER *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BARE CONDUCTOR WIRE TO BUILDING SERVICE GROUND OR GROUND RING GROUNDWIRE INSTALLATION SCALE: NOT TO SCALE #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. CADWELD (TYP) TIE INTO EXISTING GROUND RI1' TRANSITIONING GROUND DETAIL SCALE: NOT TO SCALE PE GROUNDING SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER JURISDICTIONAL APPROVAL: verizonN' 3245 158TH AVENUE MS 231 BELLEVUE, WA 98008 cCROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �i•W-Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 VERIZON SITE NUMBER: 263818 1 BU #: 855640 BALLINGER 9920 EDMONDS WAY EDMONDS, WA 98020 EXISTING 83'-0" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 12/15/2021 JAM PRELIMINARY AMC 0 01/14/2022 JOA FINAL AMT 1 02/2/2022 JOV FINAL AMT 2 07/14/2022 JOA FINAL AMT 3 07/28/2022 SRI FINAL CLT A,' ABER1���� u .� + 52593 s SIGNAL 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. SHEET NUMBER: REVISION: 1 3 G-3 L