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APPROVED BLD PLN BLD2021-1281 RESUB 1-Planst r4apie to 234th St SW a233d1 PI SYI Mthm SW / zxthasW N T.J. Maxx Q � n 23ethStSW ©Hosoonyi Korean rt 24W1 W Iagh 5,5W AS l 3 E = SITE LOCATION t s SCOSY:S Bar 8 rlll £ :ax�am sw a ;racked Apartments IR`a�ra > Bread 244th St SW cr o the Habit Burger G"Ill N2omms s �> z N 203rd A The Home Depot Q ! n Sanmaru Grill N 201 stS Costco GasolineQ N,0,,,,, N 200ih St Echo Lake Park WOOD N 199" Ballinger Commons Apartment Homes Elementary School N 198:h VICINITY MAP APPROVED BY PLANNING PROJ#16226416 Nov 05 2021 COMPLIANCE CODE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2018 INTERNATIONAL BUILDING CODE (IBC) 2. 2017 NATIONAL ELECTRIC CODE (NEC) 3. LOCAL BUILDING CODE City Of Edmonds Building Department --------------- Work CELLULAR UPGRADE ----------------------------------- ----------------------------------- Address 24329 HIGHWAY 99 ----------------------------------------- Owner : VERIZON-CAMNEL PROPERTIES LLC -----------------------------------------' -------------------- , Approved Date; 11/08/2021 Building Official I Erl C, C1a rter Permit Nnmbpn nne--------- POWER COMPANY: SNOHOMISH COUNTY PUD PHONE: (877) 783-1000 TELEPHONE COMPANY: GTE PHONE: (000) 000-0000 Know whars below. Call before you dig. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE AMERICAN TOWER° ATC SITE NAME: SEAQ LAKE BALLINGER WA ATC SITE NUMBER: 414383 VERIZON SITE NAME: WASE LAKE—BALLINGER VERIZON SITE NUMBER:163036 SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 I�:Ze111x��Y�1�1►U_1:�'1 SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 COUNTY: SNOHOMISH GEOGRAPHIC COORDINATES: VERIZON ANTENNA AMENDMENT DRAWINGS LATITUDE: 47.778611 LONGITUDE:-122.343611 GROUND ELEVATION: 40T AMSL PROJECT TEAM TOWER OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 ENGINEER: ATC TOWER SERVICES, LLC 3500 REGENCY PKWY STE 100 CARY. NC 27518 PROPERTY OWNER: CAMNEL PROPERTIES LLC 8201 244TH ST SW EDMONDS, WA 98020 APPLICANT: VERIZON WIRELESS ENGINEERING DIVISION APPROVED. 11 /08/2021 PROJECT DESCRIPTION THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: TOWER WORK: REMOVE (9) ANTENNA(s) AND (9) RRH(s) INSTALL (9) ANTENNA(s), (9) RRH(s), (2) OVP(s) AND (2) HYBRID CABLE(s) EXISTING (1) OVP AND (1) 6X12 HYBRID CABLE TO REMAIN GROUND WORK: EXISTING (3) OVP(s) TO REMAIN PROJECT NOTES 1. THE FACILITY IS UNMANNED. 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.61000 (B)(7). PROJECT LOCATION DIRECTIONS HEAD SOUTH ON 1-5 S 0.8 MI I. TAKE EXIT 176 FOR NE 175TH ST TOWARD SHORELINE 0.2 MI. TURN RIGHT ONTO N 175TH ST 0.7 MI. TURN RIGHT ONTO WA-99 N/AURORA AVE N. CONTINUE TO FOLLOW WA-99 N 1.6 MI. TURN RIGHT. DESTINATION WILL BE ON THE LEFT 0.1 MI. AT CAR DEALERSHIP SHEET NO: G-001 G-002 C-101 C-201 C-401 C-501 E-501 R-601 R-602 R-603 DESCRIPTION: I REV: I DATE: I BY: TITLE SHEET GENERALNOTES DETAILED SITE PLAN TOWER ELEVATION ANTENNA INFORMATION & SCHEDULE CONSTRUCTION DETAILS GROUNDING DETAILS SUPPLEMENTAL SUPPLEMENTAL SUPPLEMENTAL 0 08/21/21 AUD 0 08/21/21 AUD 0 08/21/21 AUD 0 08/21/21 AUD 0 08/21/21 AUD 0 08/21/21 AUD 0 08/21/21 AUD CITY OF EDI DEVELOPMENT AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 3408 Rro CORE ONE 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A 100% CDs AUD 08/21/21 A ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE—BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: BA of y�FFi0 � O � y 56058 GISTE \� FSS/ONAL 0 verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032 G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 TITLE SHEET SHEET NUMBER: REVISION: G-001 0 GENERAL CONSTRUCTION NOTES: 1. OWNER FURNISHED MATERIALS, VERIZON "THE COMPANY" WILL PROVIDE AND THE CONTRACTOR WILL INSTALL A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B. AC/TELCO INTERFACE BOX (PPC) C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D. TOWERS, MONOPOLES E. TOWER LIGHTING F. GENERATORS & LIQUID PROPANE TANK G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H. ANTENNAS (INSTALLED BY OTHERS) I. TRANSMISSION LINE J. TRANSMISSION LINE JUMPERS K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L. TRANSMISSION LINE GROUND KITS M. HANGERS N. HOISTING GRIPS O. BTS EQUIPMENT THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES, COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF VERIZON TO APPLY FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. 3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 8. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING. 13. EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE VERIZON CONSTRUCTION MANAGER. 15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE VERIZON REP AND ENGINEER OF RECORD IMMEDIATELY. 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 20. CONTRACTOR SHALL FURNISH VERIZON AND AMERICAN TOWER CORPORATION (ATC) WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON SPECIFICATIONS AND REQUIREMENTS. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 27. CONTRACTOR SHALL NOTIFY VERIZON REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC. 29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE VERIZON REP. ANY WORK FOUND BY THE VERIZON REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. 32. VERIZON FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE VERIZON WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO VERIZON OR THEIR ARCHITECT/ENGINEER. SPECIAL CONSTRUCTION ANTENNA INSTALLATION NOTES: WORK INCLUDED: A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OD COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL AND EQUIPMENT. B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND VERIZON SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE. E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 2. ALL EXTERIOR #6 GREED GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR EQUAL. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) RESUB Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. AMERICANTOWER" ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, INC 27518 PHONE: (919) 468-0112 COA: 3408 CORE ONNG E 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A0 100% CDs AUD 08/21/21 L A ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE_BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: BA of tiiFFi0 � O � y p 56058 O� 1) FG/sT \� FSS�ONAL verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032 G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 GENERALNOTES SHEET NUMBER: REVISION: G-002 0 NOTES: 1. BOUNDARY LINES OBTAINED FROM SNOHOMISH COUNTY ONLINE GIs. 2. ZONING INFORMATION OBTAINED FROM 551. Zone CG Corner 'Flag Setbacks: Required Actual Front Sides 0 0+ 0 0+ Rear Other no Height 0) 0) NIF I CAMNEL PROPERTIES LLC 1 1RCEL #: 0049110000160V I 1 I 1 TING PROPERTY LINE EXISTING BUILDING (7YP) EXISTING MONOPOLE EXISTING COMPOUND r.7 NORTH 2O5TH STREET - 244TH ST SW OVERALL SITE PLAN ' GRAPHIC SCALE N RESUB 100 0 50 100 Nov 04 2021 CITY OF EDMONDS ( IN FEET) DEVELOPMENT SERVICES 1 UNIT = 100 FEET DEPARTMENT AMERICAN TOWER" ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 3408 CORE ONNG E 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A0 100% CDs AUD 08/21/21 A 0 ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE_BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: BA of tiiFFiOF �Q) � O � y p 56058 0� GISTER�� \� FSS�ONAL ■ verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032 G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 OVERALL SITE PLAN SHEET NUMBER: REVISION: C-001 0 SITE PLAN NOTES: 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. 2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. 3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. -EXISTING RETAINING WALL LEGEND ® GROUNDING TEST WELL ATS AUTOMATIC TRANSFER SWITCH EXISTING ERIZON EXISTING CSC CELL CABINET EL 8'-5'X 19'-0" I 4'—O'X9'—O" GEN. PAD D DISCONNECT CONCRETE PAD I E ELECTRICAL '• . :. , I EXISTING ---- COAX CABLES, (1) 6X12 F FIBER EXISTING CHAIN LINK . 9. I HYBRID CABLES (TO REMAIN) GEN GENERATOR FENCE W/ BARBED WIRE G GENERATOR RECEPTACLE �• HH, V HAND HOLE, VAULT EXISTING CURB IB ICE BRIDGE K KENTROX BOX LC LIGHTING CONTROL<''v' , • ' — — EXISTING MONOPOLE M METER PB PULL BOX PP POWER POLE EXISTING OVP BOX T TELCO (TYP.3) TO REMAIN TRN TRANSFORMER I — x — CHAINLINK FENCE I EXISTING ICE BRIDGE (TYP) G` RAVEL SURFACE x x- . x EXISTING WOOD FENCE EXISTING OTHER CARRIER 10'—O'X14'-6" e'; A- a'; e EXISTING RETAINING WALL CONCRETE PAD d.. x M —T T HH (DIRT SURFACE DETAILED SITE PLAN RESU B GRAPHIC SCALE 7 0 3 7 N Nov 04 2021 CITY OF EDMONDS (IN FEET) 1 UNIT = 7 FEET DEVELOPMENTDPARTMENRVICES AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 3408 �� CORE ONNG E 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A0 100% CDs AUD 08/21/21 0 ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE_BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: WAS i0 � O � y 56058 �Iv 1) 'P'GIM \� FSS�ONAL verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032 G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 DETAILED SITE PLAN SHEET NUMBER: REVISION: C-101 0 TOP OF EXISTING HIGHEST APPURTENANCE ELEV. 96' OgL TOP OF EXISTING TOWER ELEV: 90' 1 EXISTING VERIZON C 40 EQUIPMENT EXISTING VERIZON EQUIPMENT (3) HTXC4517R000G ANTENNAS (6) W65— 13—R010G ANTENNAS (3) RRUS12 84 RRHs (6) RUL01 B13 RRHs TO BE REMOVED EXISTING VERIZON EQUIPMENT (3) OVP BOX TO REMAIN EXISTING VERIZON RAID CENTER @ 87' EXISTING CARRIER ANTENNAS HAD CENTER @ 70' EXISTING ---- COAX CABLES, (1) 6X12 HYBRID CABLES (TO REMAIN) EXISTING MONOPOLE EXISTING TOP -777=E PLATE EXISTING TOWER ELEVATION I SCALE: N.T.S. TOP OF EXISTING OL HIGHEST APPURTENANCE ELEV. 96' TOP OF EXISTING TOWER ELEV: 90' 2 PROPOSED VERIZON C-40 EQUIPMENT PROPOSED (6) NHH-45A-R2B ANTENNAS (3) AIR6449 ANTENNAS (3) 4449 RRHS (3) 8843 RRHS PROPOSED VERIZON rik RAD CENTER @ 88' EXISTING CARRIER ANTENNAS HAD CENTER @ 70' EXISTING (1) 6X12 HYBRID CABLES EXISTING MONOPOLE PROPOSED TOWER ELEVATION L SCALE: N.T.S. RESUB Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOWER NOTE: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE PROJECT MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2. WHERE APPLICABLE, ALL NEW ANTENNAS, EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR OTHER LOCAL REQUIREMENTS. 3. ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. IF ADEQUATE SPACE EXISTS, ROUTE CABLES THROUGH ENTRY PORT HOLE, UP INSIDE OF MONOPOLE, AND THROUGH EXIT PORT HOLE. IF ROUTING OUTSIDE THE MONOPOLE, ATTACH CABLES USING STAND-OFF ADAPTERS MOUNTED TO TOWER USING STAINLESS STEEL BANDING. ADEQUATELY SECURE CABLES USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP -INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. 4. TOWER ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL (A.G.L.) 5. TOWER ELEVATION DEPICTION MAY NOT REFLECT ALL EQUIPMENT INCLUDED IN STRUCTURAL ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR FULL TOWER LOADING. AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 3408 CORE ONNG E 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A0 100% CDs AUD 08/21/21 A 0 ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE_BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: BA of tiiFFi0 � o � y p 56058 0 1) FG/sT \� FSS�ONAL verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032 G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 TOWER ELEVATION SHEET NUMBER: REVISION: C-201 0 W65-13-R010G AP (2 PER SECTOR) (TO BE RE RUL01 81 (2 PER SECTOR) (TO BE RE AZ. = 270 ° 40 C3 ALPHA AZ.= 270° a C2 ALPHA AZ. = 270 ° .00 C1 ALPHA B2 B1 83 0 0 0 N EXISTING ANTENNA PLAN I SCALE: N.T.S. EXISTING HTXC4517R000G ANTENNAS (1 PER SECTOR) (TYP.-7) (TO BE REMOVED) EXISTING RRUS12 84 RRHs (1 PER SECTOR) (TYP.3) (TO BE REMOVED) EXISTING OVP BOX (TYP. 1) TO REMAIN EXISTING MONOPOLE 1 NHH-45A-R21 0 C-50 (2 PER SEC- (1 PER SEC - AZ.= 270° .04 GAMMA PROPOSED z 8843 RRHs (1 PER SECTOR) (TYP. 3) C-50 AZ.= 270° GAMMA AZ.= 270° GAMMA C-50e PROPOSED OVP BOX (TYP. 2) B3 B2 B1 0 0 0 ao Q m Q ao Q u w u w n w N FINAL ANTENNA PLAN SCALE: N.T.S. ROPOSED G IR6449 ANTENNAS PER SECTOR) (TYP. 3) EXISTING OVP BOX (TYP. 3) EXISTING MONOPOLE EXISTING ANTENNA SCHEDULE NOTES FINAL ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY 1. CONFIRM WITH VERIZON REP LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY MECH/ELEC ADDITIONAL TOWER FOR APPLICABLE MECH/ELEC ADDITIONAL TOWER SECTOR RAD AZ POS ANTENNA BAND STATUS STATUS UPDATES/REVISIONS AND SECTOR AZ RAIDAZMOUNTED POS ANTENNA BAND STATUS STATUS D-TILT MOUNTED EQUIPMENT MOST RECENT RFDS FOR NSN EQUIPMENT A 7 CSA WIRELESS — LTE AWS 0/2 RMV ERICSSON — RUL01 B 13 RMV CONFIGURATION (CONFIG). GC Al COMMSCOPE- 1-700/1-850/1-1900 0/2 ADD ERICSSON - 4449 ADD W65— 13—R070G TO CAP ALL UNUSED PORTS. NHH-45A-R2B LAWS/LAWS3/ 5G 850 87.7' ALPHA 0° A2 CSA WIRELESS — LTE LAWS 0/2 RMV ERICSSON — RUL01 873 RMV 2. CONFIRM SPACING OF ALPHA 88' 0° COMMSCOPE- L700/LWS3/ 900 0/2 ADD ERICSSON 8843 ADD W65-73—R010G PROPOSED EQUIP DOES NOT '� NHH-45A-R2B LAWS/LAWS3/ SG 850 - CAUSE TOWER CONFLICTS 87.9' A3 AMPHENOL — LTE 700 0/0 RMV ERICSSON —RRUS72 34 RMV NOR IMPEDE TOWER CLIMBING A3 ERICSSON - AIR6449 5G 0/3 ADD INTEGRATED ADD HTXC4517R000G PEGS. COMMSCOPE- L700/L850/L1900 B7 CSA WIRELESS — LTE AWS 0/2 RMV ERICSSON — RUL01 813 RMV B1 NHH-45A-R2B LAWS/LAWS3/ 5G 850 0/2 ADD ERICSSON - 4449 ADD 87, 7' W65-13—R070G CSA WIRELESS — BETA STATUS ABBREVIATIONS 88' 180° B2 COMMSCOPE- L700/L850/L1900 0/2 ADD ERICSSON - 8843 ADD BETA 180° B2 LTE LAWS 0/2 RMV ERICSSON — RUL01 B 13 RMV NHH-45A-R2B LAWS/LAWS3/ 5G 850 W65-13—HOIOG AMPHENOL — RMV: TO BE REMOVED 63 ERICSSON -AIR6449 SG 0/3 ADD INTEGRATED ADD 87.9' 83 HTXC4517R000G LTE 700 0/0 RMV ERICSSON — RRUS12 B4 RMV RMN: TO REMAIN Cl COMMSCOPE- L700/L850/L1900 0/2 ADD ERICSSON - 4449 ADD REL: TO BE RELOCATED NHH-45A-R2B LAWS/LAWS3/ 5G 850 C 1 CSA WIRELESS — W65-13—R010G LTE AWS 0/2 RMV ERICSSON — RUL01 B 13 RMV ADD: TO BE ADDED GAMMA 88' 270° COMMSCOPE- L700/L850/L1900 87.7' C2 NHH-45A-R2B LAWS/LAWS3/ 5G 850 0/2 ADD ERICSSON - 8843 ADD GAMMA 270' C2 CSA WIRELESS — W65-13—R070G LTE LAWS 0/2 RMV ERICSSON — RUL01 813 RMV C3 ERICSSON -AIR6449 5G 0/3 ADD INTEGRATED ADD 87.9' C3 AMPHENOL — LTE 700 0/0 RMV ERICSSON — RRUS12 114 RMV LENGTHS FOR JUMPERS HTXC4517H000G R E S U B [CABLE JUNCTION BOX TO RRU: 15' RRU TO ANTENNA: 1 V Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY MODELNUMBER STATUS COAX HYBRID STATUS MODELNUMBER STATUS COAX HYBRID STATUS (1) OVP BOX RMN — (1) 6X12 RMN EQUIPMENT SCHEDULES (1) OVP BOX RMN — (1) 6X12 RMN — — — — — (2) OVP BOX ADD — (2) 6X12 ADD AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 3408 �� CORE ONNG E 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A0 100% CDs AUD 08/21/21 A 0 ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE_BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: B. �F A tiiFFi0 �Q) � , � O � y 56058 ISTER�� \� FSS� )NAL 0 verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032_G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 ANTENNA INFORMATION & SCHEDULE SHEET NUMBER: REVISION: C-401 0 EXISTING ANTENNA MOUNTING PIPE TO BE REPLACED WITH PROPOSED 2-3/8" O.D. X 96" LONG IF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKET EXISTING UPPER SUPPORT RAIL PROPOSED ANTENNA EXISTING PLATFORM PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL I SCALE: N.T.S. PROPOSED RRU (OPTION 1) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) EXISTING PLATFORM PROPOSED RRU MOUNTING DETAIL - TYPICAL J SCALE: N.T.S. EXISTING UPPER SUPPORT RAIL ROPOSED ANTENNA EXISTING PLATFORM PROPOSED 2-3/8" O.D. X 96" LONG 2 PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED OVP (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED MOUNTING PIPE ATTACHED EXISTING STAND-OFF SUPPORT EXISTING PLATFORM STAND—OFF SUPPORT PROPOSED OVP MOUNTING + SCALE: N.T.S. RESUB Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 3408 COREI ONE NG USA 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A0 100% CDs AUD 08/21/21 A 0 ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE_BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: BA of tiiFFi0 � O � y p 56058 0� GIs ZW) \ FSSIONAL��� 0 verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032 G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-501 0 EXISTING ANTENNAS TO EXISTING ANTENNA MASTS EXISTING COAX — GROUND KITS PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION + TO PROPOSED RRU GROUND LUG (TYP.) ! PROPOSED ANTENNA PROPOSEDJUMPER PROPOSED CONNECTOR AND WEATHERPROOFING KIT PROPOSED WEATHERPROOFING KIT — PROPOSED CABLE 2 GROUND KIT 501 ANTENNA CABLE TO CABINET (TYP.) #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION GROUNDING CONNECTION TO EXISTING TMAs EXISTING GROUNDING GROUND BAR MOUNTED 3 CONNECTION TO NEAR/BELOW ANTENNA LIGHTNING �% (TO BE INSTALLED IF 501 PROTECTION SYSTEM /j REQUIRED) NOTES: I 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2. SITE GROUNDING SHALL COMPLY WITH VERIZON GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH VERIZON GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. TYPICAL ANTENNA GROUNDING DIAGRAM I SCALE: N.T.S. TO ANTENNA ANTENNA CABLE 2 1/2"0 MAX GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) lexcl;T9111019] :7_1 V TO EQUIPMENT GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2 CABLE GROUND KIT CONNECTION DETAIL SCALE: N.T.S. 3/8" X 1-1/2" SS BOLT (EACH SIDE) 3/8" SS LOCK WASHER (EACH S.IDE) I" X 4" X 6" GROUND BAR RICO PIN: EGBA14406CC OR EQUAL) VO-HOLE LUG, TO BE USED ITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) GROUND BAR NOTES: 1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. &TOWER GROUND BAR DETAIL SCALE: N.T.S. RESUB Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 3408 CORE ONNG E 4515 S. MCCLINTOCK DRIVE, SUITE 217 TEMPE, AZ 85282 REV. DESCRIPTION BY DATE AA PRELIM CLA 08/07/21 A0 100% CDs AUD 08/21/21 A ATC SITE NUMBER: 414383 ATC SITE NAME: SEAQ LAKE BALLINGER WA VERIZON SITE NAME: WASE LAKE_BALLINGER SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98020 SEAL: BA of tiiFFi0 � o � y p 56058 O� 1GISTER�� \� FSS�ONAL��� ■ verizon DATE DRAWN: 08/07/21 ATC JOB NO: 13696032 G5 CUSTOMER ID: WASE LAKE BALLINGER CUSTOMER #: 163036 GROUNDING DETAILS SHEET NUMBER: REVISION: E-501 0 DUAL BAND RADIO 4449: F333 + 95 4TX 4RX P'[P 13ANID WITHOUT PI,M•C 88413: B2 + BGGA 4TX 4RX PER BAND WITHOUT PlAA-C 4449: 4 antennas paste. ATX14RX for 2 bands with common RF ports 8843: 8 antenna ports, 4T)V4RX for 2 bands with separate RF pouts Up to 32OW RF power aberod between 2 bands Example€ "4 440W on each band ox • WOW each band on"high jNower RF poM temples $843 - 44DW on each band rx . WOW an Band 2 and 4K60W on Band 66A 2x6OW on Band 2 and 2x8DW on Band 66A Carrier Capacity: ..re49 Up to 24 causer and up to 10*25 MHZ 00W for LTE t 9 43 Up to 24 tamer and up ID 60+70 Mai Z OBW far LTE 2x 10Gbps CPRI rrnDR�o 44:49 �xo 8843 Preliminary A 0�,eY 15.r W!* protrud" . d items ta9.rww • Ins& a w ift own worse .oRm,drpro. is %3an pra roes► aM1 I I exw Shia not exceed dkmerexhxna Massive MIYO Mid -Band AIR6449 B41 PRODUCT DESCRIPTION Frequency Range LTE TDD B41: 2496 — 2690 MHz Instantaneous BW DL 194 MHz Antenna Ports 64T64R Technology NR, LTE and NR+LTE MSMM Antenna Elements 192 Output RF Power 300 W (=64 TRX x 4.6875W) Data Ports 4 x 25Gb/s CPRI SG Nit Support YES DC Feed -48V DC power connector Cooling Passive cooling (vs. active cooling on AIR32 DB) Dimensions (H x W x D) 33.1" x 20.6" x 8.6" inches (=841 x 524 x 217 mm) Weight 104 Ibs (=47 kg) Electrical downtilt -3 to 11 degrees Horizontal beamwidth +/- 65 degrees HW/SW Availability July 2020 Material SAP q 34105 —AIR 6449 B41 RESUB Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N N N L Q U J a U Q 0 0 m T 0 SUPPLEMENTAL SHEET NUMBER: REVISION: R-601 0 Antenna Summary Added 700 850 1900 AWS AWS3 Make Model LTE LTE LTE LTE LTE COMMSCOPE NHH45A-R2B Ericsson AIR6449 Centerline Tip Height Azimuth RET 4xRx Inst. Type Quantity 0(01) 88 90 180(02) false lake PHYSICAL 6 270 (03 ) 0(0001) 88 90.1 180(0002) false false PHYSICAL 3 270(0003) Removed 700 850 1900 AWS AWS3 Make Model Centerline Tip Height Azimuth RET 4xRx Ins Type Quantity HTXC4517R000G 0(01) LTE AMPHENOL (236925) 87.9 90.04375 180(02) false false PHYSICAL 3 270 (03 ) 0(01) LTE CSA WIRELESS W65-13-ROlOG (280455) 87.7 89.98 180(02) false false PHYSICAL 6 270(03) Retained 700 850 1900 AWS AWS3 Make Model Centerline Tip Height Azimuth RET 4xRx Inst Type Quantity No data av a ll a r le. Added: y Removed: y Equipment Summary Added Equipment Type Location 700 850 1900 AWS AWS3 Make Model LTE RRU Tower LTE Ericsson 4449 5G RRU Tower LTE LTE LTE Ericsson 8843 Removed Equipment Type Location 700 850 1900 AWS AWS3 Make Model RRU Tower LTE Ericsson RRUS12 134 RRU Tower LTE Ericsson RUL01 B13 Retained Equipment Type Location 700 850 1900 AWS AWS3 Make Model Hybrid Cable Tower Huber+Suhner 6x12 OVP Box Tower RAYCAP OVP6 OVP Box Shelter RAYCAP OVP6 RFDS EQUIPMENT SUMMARY I Reta I ned: 0 Cable Length Cable Size Install Type Quantity PHYSICAL 3 PHYSICAL 3 Cable Length Cable Size Install Type Quantity PHYSICAL 3 PHYSICAL 6 Cable Length Cable Size Install Type Quantity PHYSICAL 3 PHYSICAL 3 PHYSICAL 3 RESUB Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SUPPLEMENTAL SHEET NUMBER: REVISION: R-602 0 LAKE BALUNGER (L SUB6 PROJECT) [3 Sector — 700, 850, AWS, PCS, Sub6] SECTOR 1 j SECTOR 3 1uaLmao04 700--- -.---Band 13 AWS._.__—•- Band 4 PCS-------- Band 2 &W -------- Bard S AIWS. V3 -.-_- Band WA C SRS-._._—_Band 48 LAA----- — --- Band 46 RESUB Nov 04 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N N N L Q U J J U F Q N O N L m T a 0 SUPPLEMENTAL SHEET NUMBER: REVISION: R-603 0