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APPROVED PLN BLD BLD2021-0074+Architectural_Plan+1.20.2021_3.02.42_PM+1998656APPROVED BY RECEIVED OBTAIN ELECTRICAL APPROVED ALL WORK SUBJECT • CITY OF EDMONDS PERMIT FROM PLANS MUST BE TO FIELD em BUILDING DIVISION Jan 20 2021 STATE LABOR & ON JOB SITE INSPECTION FOR Feb 09 2021 CITY OF EDMONDS INDUSTRIES CODE COMPLIANCE T MobilDEVELOPMENT SERVICES DEPARTMENT T-MOBILE SITE NUMBER: SE01506A ATC SITE: 41 T-MOBILE SITE NAME: FIRDALE / CAMPBELL NELSON/VZW SITE ADDRESS: E2432 DM EDM SITE TYPE: MONOPOLE APPROVED BY PLANNING TOWER HEIGHT: 90'-011 T-MOBILE PROJECT: ANCHOR Feb 232021 SE01506A—FIRDALE CAMPBELL NELSON_Anchor_FCD_Infinigy_01.06.21 1 SITE INFORMATION 1 PROPERTY INFORMATION: SITE ADDRESS: 24329 HWY 99 EDMONDS, WA 98026 COUNTY: SNOHOMISH LATITUDE (NAD83): 47" 46' 42.5" N (47.77846770°) LONGITUDE (NAD83): 122° 20' 37.8" W (A22.34383700°) GROUND ELEVATION (NAVD88): ±413.1' AMSL JURISDICTION: CITY OF EDMONDS APN: 00491100001609 ZONING: CG - COMMERCIAL OCCUPANCY CLASSIFICATION: U LEGAL DESCRIPTION: SEE SHEET A-1 CONSTRUCTION INFORMATION: AREA OF CONSTRUCTION: EXISTING TYPE OF CONSTRUCTION: V-B PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROPERTY OWNER: COMPANY: ADDRESS: CITY, STATE, ZIP: TOWER OPERATOR: COMPANY: AMERICAN TOWER CORPORATION ADDRESS: 10 PRESIDENTIAL WAY CITY, STATE, ZIP: WOBURN, MA 01801 CONTACT: TIFFANY PRETTY PHONE: (949) 447-2303 E-MAIL: tiffany.pretty@americantower.com APPLICANT: COMPANY: T-MOBILE ADDRESS: 19807 NORTH CREEK PKWY N CITY, STATE, ZIP: BOTHELL, WA 98011 CONTACT: MIKE REED PHONE: E-MAIL: mike.reed161@t-mobile.com PROJECT TEAM 1 ARCHITECTURAL & ENGINEERING: COMPANY: INFINIGY ENGINEERING, PLLC CONTACT: PAULDANNEBERG PHONE: (206) 375-3798 E-MAIL: pdanneberg@infinigy.com SITE ACQUISITION: COMPANY: INFINIGY SOLUTIONS, LLC CONTACT: VINH DINH PHONE: (206) 295-5926 E-MAIL: vdinh@infinigy.com ATC PROJECT MANAGER: COMPANY: AMERICAN TOWER CORPORATION ADDRESS: 10 PRESIDENTIAL WAY CITY, STATE, ZIP: WOBURN, MA 01801 CONTACT: TIFFANY PRETTY PHONE: (949) 447-2303 E-MAIL: tiffany.pretty@americantower.com SHEETINDEX SHEET DESCRIPTION T-1 TITLE SHEET T-2 SPECIFICATIONS & NOTES T-3 SPECIFICATIONS & NOTES A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLANS A-3 WEST ELEVATIONS A-4 ANTENNA PLANS & RF SCHEDULES A-4.1 RF PLUMBING DIAGRAMS A-4.2 SFP DIAGRAM A-5 EQUIPMENT DETAILS A-6 EQUIPMENT DETAILS A-6.1 EQUIPMENT DETAILS A-6.2 EQUIPMENT DETAILS A-7 EQUIPMENT DETAILS A-8 EQUIPMENT DETAILS E-1 UTILITY ROUTING PLAN & DETAILS E-1.1 ELECTRICAL DIAGRAMS E-1.2 ELECTRICAL DIAGRAMS G-1 SCHEMATIC GROUNDING PLANS & NOTES G-2 GROUNDING DETAILS 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. el APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH CONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. APPROVAL: SIGNATURE: DATE: PROJECT MANAGER SITE ACQUISITION CONSTRUCTION MANAGER SITE OWNER RF ENGINEER uJ DEVELOPMENT MANAGER m CONSTRUCTION MANAGER 2 OPS MANAGER ~ REGULATORY REVIEW PROJECT MANAGER COUNTY: JURISDICTION: LAT: 470 46' 42.5" N (:Ity Of Edmonds Building Department --------------- Work CELLLAR ANTENNA AND CABINET REPLCMENT ------------------------------ --------------------------- Address 24329 HIGHWAY 99 --------------------------- Owner CAMNEL PROPERTIES -------------------------------- ------------------------------- Date 2/09/2021 IIApproved rBalAai+Ag�fficial D07LOVVILILW. X VIAL .. _ drYnSt �Rlber BLD2021-0074 NDS, WA a8n?6 SNOHOMISH CITY OF EDMONDS LONG: 122' 20' 37.811 W VICINITY MAP %�Ira •. .,,, 0. 242od S16w 242nd St SW 242nd S, S:. a QCampbell Auto Group Scotts B 6ardealer aI Denny's ® Takeout - Delivery Q Ftl�o naff I Campbell Nissan Q Edmonds Chase Bank Panera Bread Takeout -Deli \\ Arby's Q Takeout • Delivery Nissan dealer of —ye © fJ I Fed Ex Office Print 0 '� -?44th St 244th St SW f] + & Ship Center 244th St SW 244th St SW D Circle K convenience 8 Petco Q QDefivery UW Neighborhood Sewing- Home store Q Shoreline Clinic... More! 9 Q 9Decor and r1 2o4tn St The Habit Burger Grill WSDOTShorline 14t Takeout • DeliveryMaintenance Shed mz = DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE (19807 NORTH CREEK PKWY N, BOTHELL, WA 98011): DEPART (NORTHWEST), TURN RIGHT, TURN RIGHT, AND THEN IMMEDIATELY TURN RIGHT ONTO N CREEK PKWY, TURN RIGHT ONTO NE 195TH ST, NORTHCREEK CHEVRON ON THE CORNER, TAKE RAMP RIGHT FOR 1-405 NORTH TOWARD EVERETT, TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARD SEATTLE, TURN RIGHT ONTO WA-104 / 244TH ST SW, TURN RIGHT, ARRIVE 24329 HWY 99 EDMONDS, WA 98026 1 CODE COMPLIANCE 1 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 THE LATEST EDITIONS OF THESE CODES. 1. 2015 INTERNATIONAL BUILDING CODE 2. 2015 INTERNATIONAL MECHANICAL CODE 3. 2015 INTERNATIONAL FIRE CODE 4. 2015 UNIFORM PLUMBING CODE 5. 2017 NATIONAL ELECTRICAL CODE 6. 2015 INTERNATIONAL FUEL GAS CODE 7. TIA-EIA-222-G OR LATEST EDITION 8. ASCE 7-10 9. NFPA 780 - LIGHTNING PROTECTION CODE 10. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES, MOST RECENT EDITION 11. LOCAL AMENDMENTS TO THE ABOVE, WHERE APPLICABLE 12. CITY/COUNTY ORDINANCES 13. LIFE SAFETY CODE NFPA-101 Go Know what's below. Call before you dig. www.call8ll.com 1 PROJECT DESCRIPTION 1 TELECOMMUNICATIONS FACILITY AS FOLLOWS: TOWER SCOPE OF WORK: • REMOVE (6) PANEL ANTENNAS • REMOVE (9) RRH'S & (1) COVP • REMOVE EXISTING ANTENNA MOUNT • INSTALL (3) FFVV-65C-R3-V1 & (3) AEHC PANEL ANTENNAS • INSTALL (3) AHFIG RRU'S & (3) AHLOA RRU'S • INSTALL (1) SITEPRO1 RMQP-4126-HK ANTENNA MOUNT • INSTALL (2) HCS 2.0 PENDANT STYLE HYBRID CABLE GROUND SCOPE OF WORK: • REMOVE (1) PURCELL, (1) ULTRASITE CABINET & (1) COVP • RELOCATE (1) FCOA CABINET W/ (1) ESMC, (1) FSME, (1) FXFC & (3) FRIA • REMOVE (2) FSMF & (3) FBBC FROM INSIDE EXISTING CABINET • INSTALL (1) HPL3 POWER CABINET & (1) LB3 BATTERY CABINET • INSTALL (2) AMIA, (2) ASIB, (2) ASK, (3) ABIA, (3) ABIC, (4) ABIL, & (1) CSR IXRe V1 ROUTER INSIDE POWER CABINET • INSTALL (2) HCS 2.0 JUNCTION BOX & NEW TECH LIGHT • REPLACE EXISTING TELCO BOX W/ AAV CUBE W/ RELOCATED LEC ROUTER (COORDINATE W/ CM) • REPLACE EXISTING PANEL W/ 200A EMERSON CAC W/ CAM-LOK • INSTALL (6) SFC4 FIBER SPUTTERS INSIDE POWER CABINET DESIGN IS BASED ON: ATC APPLICATION ID 13329850, REV. #0 RFDS VERSION 8, DATED 10/18/2020 (CONFIG. 56791EZ_U21, 56791EZ U21) THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T-MOBILE IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK, INCORPORATED IN THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED & SIGNED, & ACCOMPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER. T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 AkL AMERICAN TOWER CORPORATION INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE I DRAWN DESCRIPTION OA/QC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD TITLE: TITLE SHEET SHEET NUMBER: T-1 I REVIOSION: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. A. GENERAL C. COATING SYSTEM SPECIFICATIONS 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN UNLESS SPECIFICALLY NOTED OTHERWISE BY T-MOBILE. WILLIAMS CO. 1MIL DFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER (B66A50). 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED BY T-MOBILE. 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER. 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1. 7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILITIES. 8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS INDICATED. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE T-MOBILE CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES. 1=�1 111,11111,2[CIP109 1 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW WITH THE COATING SYSTEM INDICATED. PAINTING SCOPE SURFACE TO BE PAINTED COATING PAINT DO NOT N/A SYSTEM PAINT BTS UNIT X ALL EQUIPMENT & CABINETS X OTHER THAN THE BTS UNIT ANTENNA COVERS, TILT BRACKETS, MOUNTING BRACKETS AND ASSOCIATED HARDWARE, CABLE AND CABLE SEE SEE COVERS EXPOSED TO VIEW, PLANS PLANS EXPOSED CONDUIT AND HANGERS, ETC. FLASHING UNITS, METAL TRIM X AND OTHER METAL SURFACES STUCCO, CONCRETE, CONCRETE BLOCK AND X CEMENTIOUS TYPE FINISH SYSTEMS. PLYWOOD, LUMBER AND WOOD TRIM INCLUDING THE BACK SIDE X OF ALL SCREEN WALLS DRYWALL X CONCRETE POLES X METAL POLES AND METAL POLE X STAND-OFF 2. 100%ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. D. PAINT & PRIMER ANTENNAS PRIMER - KEM AQUA E61-W525 TOPCOAT - COROTHANE II B65W200/B6OV22 BTS CABINET PRIMER - KEM AQUA E61-W525 TOPCOAT - COROTHANE II B65W200/B6OV22 COAXIAL JUMPER CABLES PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM AQUA WATER REDUCIBLE PRIMER E61 W25 REDUCED 25 TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 RAW STEEL PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 GALVANIZED METAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) STAINLESS STEEL PRIMER - OTM WASH PRIMER, B71Y1 TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 PRE -PRIMED STEEL TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS, SSOWZ4 ALUMINUM & COPPER PRIMER - DTM WASH PRIMER, B71Y1 TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 CONCRETE MASONRY PRIMER - PRO MAR EXTERIOR BLOCK FILLER TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH CONCRETE STUCCO(EXISTING) 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH STUCCO PRIMER - PRO MAR MASONRY CONDITONER B-46-W21000 TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS WOOD PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO MATCH ADJACENT SURFACES 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. 2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA ACCESS REQUIREMENTS. 3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, THE T-MOBILE CONSTRUCTION MANAGER AND THE ARCHITECT. 4. IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS, THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK THE ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 7. CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS WITH T-MOBILE CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH ERICSSON RADIO SYSTEMS. 10. ALL SYMBOLS & ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE T-MOBILE CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO T-MOBILE. 12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS OR HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, AND COORDINATION OF ALL PORTIONS OF THE CONTRACTED WORK. 13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W. HIGGINS ROAD, SUITE 600 ROSEMONT. IL 60018-5607 SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRIVE CHANTILLY, VA 20151-1219 IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER ROAD ST. PAUL, MN 55114-1406 14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED BY T-MOBILE, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL ITEMS. 16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE STATE DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCLUDING BUT NOT LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA). 17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF T-MOBILE AND THE PROPERTY OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY T-MOBILE UNDER THIS CONTRACT. 19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT AND LOCATE, OR CONTACT AN OUTSIDE AGENCY TO LOCATE, ALL EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY T-MOBILE. 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, T-MOBILE, AND THE CITY OR GOVERNING AGENCY. 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER. 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE CONSTRUCTION SUPERINTENDENT. 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT COMPLETION OF WORK. 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. 26. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED. 27. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROJECT SITE. 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA UNDER CONSTRUCTION. 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 AND 810. 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. 31. UPON COMPLETION OF CONSTRUCTION, T-MOBILE CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY T-MOBILE. 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE. RECEIVED Jan 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 AMERICAN TOWER CORPORATION INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JIGS 100% CONSTRUCTION PD SHEET TITLE: SPECIFICATIONS & NOTES SHEET NUMBER: I REVIOSION: T-2 �2 PAINT SPECIFICATIONS 1 1 GENERAL SPECIFICATIONS I l THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. RECEIVED Jan 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A. GENERAL 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. 5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: LOCATION STRENGTH WT. SLUMP ADMIXTURE SLAB&FOOTING 3000psi 150pcf 4" NONE 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPT. 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS: #4 & SMALLER BARS ................. GPADE 40 #5 & LARGER BARS...................GRADE 60 ALL BARS AT CAISSON FOOTING... GRADE 60 4. FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING: A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL B. PIER/CAISSON FOOTING: 1" GRAVEL. 6. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND PURPOSES ONLY. CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. T-MOBILE CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM CONDITIONS. TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE B. STEEL PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT MEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL (AS IN FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS OF THE AISC. TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS EXCEED 5 FT. SHALL CONFORM TO ASTM A-325 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM A53. 4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO ASTM A500. 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE -APPROVED. SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED A. 250 AMP WELDERS. B. ROD OVENS. C. GRINDERS. 7. NO BUZZ BOXES SHALL BE USED. 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" C. WALL, EXTERIOR FACE 1-1/2" D. WALL, INTERIOR FACE 1" E. STRUCTURAL SLABS 3/4" F. JOISTS 3/4" G. BEAMS, GIRDERS & COLUMNS 1-1/2" 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE 8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX NOTED "FULL STRESS" AT END OF WELD SYMBOL. INCHES. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, INSERTS, ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR IS ALLOWED. 14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUND IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM PERIOD. 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. D. TIMBER 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE. 3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S45. 2X4 STUD WALLS SHALL BE D.F. STANDARD & STIR. 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SIDE UP. 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, UNLESS NOTED OTHERWISE ON THE PLANS. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND SHALL CONFORM TO PS 1-83. 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION. 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A DIAMETER EQUAL TO 75 % DIAMETER OF BOLT. 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN APPROVED BY THE STRUCTURAL ENGINEER. 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. 14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING TO 20E-V12 B. STRENGTH PROPERTIES: Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. Fb TOP FIBER BENDING STRESS 1000psi MIN. Fv SHEAR STRESS 190psi MIN. Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. C. MODULUS ELASTICITY 1400ksi MIN. D. CAMBER TO RADIUS OF 1600° U.O.N. E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 AND ASTM D3737. T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 111L AMERICAN TOWER CORPORATION INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100%CONSTRUCTION PD SHEET TITLE: SPECIFICATIONS & NOTES SHEET NUMBER: REVISION: 2 NOT USED 1 1 STRUCTURAL SPECIFICATIONS 1 7 .-3 10 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. EXISTING PROPEF TYP. (APPROXIMA EXISTING PARKING LOT 244TH ST SW EDMONDS WAY LEGA DESCRIPTION: EDMONDS WAY JIVIIVU: l..0 - I.VIVIIVICrCI.I/iL I �////////� EXISTING EXISTING T-MOBILE EQUIPMENT PARKING LOT AREA WITH I COMPOUND (S EI EXISTING IEET A 2) L -- -- -- I � I EXISTING PROPERTY LINE, TYP. (APPROXIMATE) I II I I I I I I I II EXISTING BUILDING (TYP) I EXISTING PROPERTY LINEI I TYP. (APPROXIMATE) I I I EXISTING TREE (TYP) I I I I EXISTING I I PARKING LOT / 0 I I N 205TH ST 244TH ST SW T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 AV AMERICAN TOWER CORPORATION INFINIGY& FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 r T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100%CONSTRUCTION PD OVERALL INFORMATION CONTAINED WITHIN DRAWINGS SITE PLAN IS BASED ON PROVIDED INFORMATION AND IS NOT THE RESULT OF A FIELD SURVEY. SHEET NUMBER: 1 A-1 OVERALL SITE PLAN 22"x34"SCALE: 1"=30'-0" 11"x17" SCALE: 1" = 60'-0" 30' 15' 30' REVISION: 0 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD INFORMATION CONTAINED WITHIN DRAWINGS EXISTING T-MOBILE ICE IS BASED ON PROVIDED INFORMATION AND IS EXISTING T-MOBILE COAX BRIDGE NOT THE RESULT OF A FIELD SURVEY. CABLES TO REMAIN T Mobile EXISTING T-MOBILE c D PURCELL CABINET TO 19807 NORTH CREEK PKWY N BE REMOVED BOTHELL, WA 98011 EXISTING T-MOBILE 10'-0"xl4'-6" EXISTING T-MOBILE EQUIPMENT CONCRETE PAD � � _ COVP MOUNTED ON EXISTING H-FRAME TO BE REMOVED (1 TOTAL) AMERICAN TOWER CORPORATION EXISTING T-MOBILE ULTRASITE CABINET TO BE REMOVED \ EXISTING T-MOBILE DIPLEXERS MOUNTED = ON EXISTING H-FRAME TO REMAIN (6 TOTAL) INFINIGYS' EXISTING T-MOBILE FCOA CABINET TO BE RELOCATED EXISTING (RELOCATE (1) FSME, (1) ESMC, RATING WALL FROM ZERO TO INFINIGY FXFC & FRIA; ALL OTHER the solutions are endless E EQUIPMENTT TO BE REMOVED) EXISTING EXISTING BUILDING EQUIPMENT ON X k x - x— x— X — X — X— X— X— I BELLEVUE, WA 98004 CONCRETE PADTxx — X — x PROPOSED (BY OTHERS)F T-MOBILE r T-MOBILE SITE: AREA EXISTING UTILITY H (SEEANTSHEET I (SEE SHEET A-4) FRAME (BY OTHERS) I I SE01506A EXISTING T-MOBILE TELCO EXISTING UTILITY H I FIRDALE / CAMPBELL BOX, AC PANEL & GEN PLUG FRAME (BY OTHERS) ® ' EXISTING ATC NELSON/VZW TO BE REMOVED MONOPOLE / ATC SITE: EXISTING T-MOBILE H-FRAME TO REMAIN EXISTING CHAIN LINK 414383 a FENCE W/ BARBED WIRE SEAQ LAKE BALLINGER WA & PRIVACY SLATS (TYP.) ® � Xx Xx Xx Xx Xx Xx = Xx Xx 24329 H WY 99 x x I I EDMONDS, WA98026 3 EXISTING ENLARGED EQUIPMENT PLAN 22"x34" SCALE: 1/2"=1'-0" 11"x17"SCALE: 1/4"=1'-0" 2' 1' 0' �' x EXISTING T-MOBILE EQUIPMENTAREA WITHIN EXISTING EXISTING ACCESS ATC COMPOUND SNOHOMISH COUNTY 90'-0" MONOPOLE � EXISTING T-MOBILE ICE BRIDGE EXISTING T-MOBILE COAX GATE, TYP. I EXISTING WOOD FENCE Q CABLES TO REMAIN x RELOCATED T-MOBILE $� --- PROPOSED T-MOBILE HCS q_5 x FCOA CABINET W/= INGRESS ESMC, (1) FXFC & (3) 2.0 PENDANT STYLE FRIA HYBRID CABLE (2 TOTAL) PROPOSED T-MOBILE HCS 2.0 1 EGRESS / JUNCTION BOX MOUNTED TO EXISTING H-FRAME (2 TOTAL) k + I x —x —x I / HH ❑� T x DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD 1 �_ 1 1 1 Ij PROPOSED T-MOBILE HPL3 SSC W/ NEW CSR IXRE, (2) AMIA WITH EXISTING T-MOBILE ® J BASEBAND MODULES PER RFDS, DIPLEXERS MOUNTED x AND RELOCATED FSME ON EXISTING H-FRAME I TO REMAIN (6 TOTAL) i W PROPOSED T-MOBILE I RECEIVED S�4yiAER ,p OF WAS� �p _ BATTERYCABINET (J�`'S4' Cjo (SEE NOTE BELOW) I . PROPOSED T-MOBILE I Jan 20 2021 A-s A-6.2 T-e" TECH LIGHT � CITY OF EDMONDS EQUPMENTCONCRETEPAD 6 - CUBEW/RELOCATED PROPOSED LEC I DEVELOPMENT SERVICES DEPARTMENT ��40T-V CM) AS PROPOSED T-MOBILE ROUTER (COORDINATE W/ I S{DNA L E�G`�$�' EMERSON CAC PPC/LOAD 1 BATTERY NOTE: CENTER AND CAM-L OK—, n-s • PROPOSED BATTERY CABINET W/(4) EXISTING T-MOBILE STRINGS OF (4) (16 CELLS TOTAL) OF H-FRAME SHEETTITLE: VALVE REGULATED LEAD ACID BATTERIES (VRLA) WITH IMMOBILIZED ELECTROLYTETECHNOLOGYAT N ENLARGED 2.34 GALLONS PER CELL. O O II TOTAL ELECTROLYTE VOLUME IS 37.44. SITE PLANS GALLONS. AS THE TOTAL ELECTROLYTE VOLUME DOES NOT EXCEED 50 GALLONS, SHEET NUMBER: REVISION: COMPLIANCE WITH INTERNATIONAL FIRE / CODE SECTION 608 IS NOT REQUIRED I L ^ O 2 SCALE: 2"=1.-0" PROPOSED ENLARGED EQUIPMENT PLAN ENLARGED SITE PLAN 22"x34"SCALE: 3/16"=1'-0" ® 1,"x17"SCALE: 1/22"x34" 2' 0' 2' 11"x17"SCALE: 3/32"=1'-0" 4' 2' 0' 4' THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. TOP OF EXISTING LIGHTING ROD I , TOP OF EXISTING LIGHTING ROD v ELEV. = t96'-0" AGL v ELEV. = t96'-0" AGL TOP OF EXISTING MONOPOLE TOP OF EXISTING MONOPOLE ELEV. = t90'-0" AGL ELEV. = t90'-0" AGL EXISTING ANTENNAS BY OTHERS (TYP.) ELEV. =t76=11"AGL TOP OF EXISTING T-MOBILE ANTENNAS TOP OF EXISTING T-MOBILE ANTENNAS lio ELEV. = t75'-1" AGL ELEV. = t75'-l" AGL ti TOP OF PROPOSED T-MOBILE ANTENNAS � ELEV. = t74 -7"AGL E OF EXISTING T-MOBILE ANTENNAS _ ELEV. ti OF EXISTING & PROPOSED T-MOBILE Al = t73'-0" AGL EXISTING T-MOBILE ANTENNAS WITH ELEV.=±73'-0" AGL EXISTING T-MOBILE ANTENNAS ASSOCIATED EQUIPMENT MOUNTED EXISTING T-MOBILE ANTENNAS E OF TO MONOPOLE - SEE SHEET A-4 ti OF ELEV. = t71'-0" AGL ELEV. = t71'-0" AGL EXISTING T-MOBILE ANTENNA MOUNT TO BE REMOVED EXISTING T-MOBILE CABLING - SEE ANTENNA SCHEDULES ON SHEET A-4 EXISTING ATC MONOPOLE EXISTING T-MOBILE EQUIPMENT RECEIVED AT GROUND -SEE SHEET A-2 Jan 20 2021 EXISTING CHAIN CITY OF EDMONDS LINK FENCE DEVELOPMENT SERVICES DEPARTMENT GRADE GRADE FI FV_ = 0'-0" AGL /+413.V AMSLI F� LEV. _ 2 1 EXISTING WEST ELEVATION 11"xl7"SCALE: 3/32"=1'-0" 4' 2' 0' 4' I 1 PROPOSED WEST ELEVATION NOTES: • THESE DRAWINGS ARE NOT INTENDED TO BE A VERIFICATION THAT THE STRUCTURE OR MOUNTS ARE ADEQUATE TO SUPPORT THE PROPOSED LOADING. VERIFICATION THAT THE EXISTING STRUCTURE AND MOUNTS CAN SUPPORT THE PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION. • CONTRACTOR TO REFER TO THE STRUCTURAL ANALYSIS AND MOUNT ASSESSMENT AND VERIFY LOADING WITH THE MOST RECENT RFDS PRIOR TO CONSTRUCTION. EXISTING ANTENNAS BY OTHERS (TYP.) EXISTING & PROPOSED T-MOBILE ANTENNAS WITH ASSOCIATED EQUIPMENT MOUNTED TO MONOPOLE - SEE SHEET A-4 T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 111L AMERICAN TOWER CORPORATION PROPOSED ANTENNA MOUNT SITEPR01 RMQP-4126-HK REPLACEMENT MOUNT PER T-MOBILE SITE: MOUNT ANALYSIS BY B+T PROJECT NO. 145310.002.01 11-23-20 S E 01506A FIRDALE / CAMPBELL NELSON/VZW EXISTING & PROPOSED T-MOBILE CABLING - SEE ANTENNA SCHEDULES ON SHEET A-4 EXISTING ATC MONOPOLE PROPOSED T-MOBILE EQUIPMENT AT GROUND - SEE SHEET A-2 EXISTING CHAIN LINK FENCE 1 22"x34" SCALE: 3/16" = 1'-0" 1 1"xl 7" SCALE: 3132"=1'-0" 4' 2' 0' 4' ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD TITLE: WEST ELEVATIONS SHEET NUMBER: - 3 I REVO N: FHIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. EXISTING ANTENNA / CABLE SCHEDULE MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE (HCS) COAX CABLE SECTOR POSITION MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH ALPHA Al SBNH-1D65C 96.5" 0° 71'-0" 1 FRLB 1 TMAT1921B78-21A(El 5Z01P33) 1 ASU9325TYPOl ±75'-0" 6 7/8" ±75'-0" 2 AWS/PCS - ECC1920-VPUB A2 TMBXX-6516-A2M 50.9" 00 73'-0" 1 FHFB 1 COVP A3 TMBXX-6516-A2M 50.9" 0° 73'-0" 1 FRIG BETA B1 SBNH-1D65C 96.5" 120° 71'-0" 1 FRLB 1 TMAT1 921 B78-21A(El 5Z01P33 2 AWS/PCS - ECC1920- VPUB B2 TMBXX-6516-A2M 50.9" 120° 73'-0" 1 FHFB -- -- B3 TMBXX-6516-A2M 50.9" 120° 73'-0" 1 FRIG GAMMA C1 SBNH-1D65C 96.5" 240° 71'-0" 1 FRLB 1 TMAT1921B78-21A E15Z01P33 2 AWS/PCS - ECC1920- VPUB C2 TMBXX-6516-A2M 50.9" 240° 73'-0" 1 FHFB C3 TMBXX-6516-A2M 50.9" 240° 73'-0" 1 FRIG PROPOSED ANTENNA / CABLE SCHEDULE MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE (HCS) COAX CABLE SECTOR POSITION MODEL SIZE AZIMUTH RAD CENTER QTY. MODEL QTY. MODEL QTY. TYPE LENGTH QTY. TYPE LENGTH ALPHA Al TMBXX-6516-A2M 50.9" 0° 73-0" AHFIG 2 FD21206-48S55-XXX ±75=0" 6 7/8" ±75'-0" A2 AEHC 38.2" 0' 73-0" A3 FFW-65C-R3-V1 95.9" 0' 73-0" 1 AHLOA 1 TMAT1 921 B78-21A(El 5Z01P33 2 AWS/PCS - ECC1920- VPUB BETA B1 TMBXX-6516-A2M 50.9" 120° 73-0" -- AHFIG 2 HCS 2.0 PENDANT B2 AEHC 38.2" 120' 73-0" -- B3 FFW-65C-R3-V1 95.9" 120' 73-0" 1 AHLOA 1 TMAT1 921 B78-21A(El 5Z01P33 2 AWS/PCS - ECC1920- VPUB GAMMA C1 TMBXX-6516-A2M 50.9" 240° 73-0" -- AHFIG C2 AEHC 38.2" 240' 73-0" C3 FFW-65C-R3-V1 95.9" 240' 73-0" 1 AHLOA 1 TMAT1921B78-21A E15Z01P33 2 AWS/PCS - ECC1920- VPUB NOTES 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION. 2. CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. 3. PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 AMERICAN TOWER CORPORATION INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW NOTE: MOUNT SECTORS ARE CLOCKWISE. MOUNT POSITIONS ARE CLOCKWISE (LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS, TO ALIGN WITH TOWER OWNER ANTENNA POSITION FORMAT), INCLUDING EMPTY ANTENNA MOUNT PIPES. AC SITE: RFDS POSITIONS ARE THE ANTENNA POSITIONS LISTED IN THE RFDS, AND MAY DIFFER FROM THE ORDER IN WHICH EXISTING ANTENNAS ARE INSTALLED. THE METHOD FOR WHAT ORDER ANTENNAS ARE LISTED IN THE RFDS VARIES DEPENDING ON THE MARKET. 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 3 RF SCHEDULES NOTTO EDMONDS, WA 98026 SCALE SNOHOMISH COUNTY PROPOSED T-MOBILE 90'-0" MONOPOLE PANEL ANTENNA MOUNTED m EXISTING T-MOBILE FHFB TO MONOPOLE (1 PER 1n z TO BE REMOVED (1 PER SECTOR, 3 TOTAL) z W o II SECTOR, 3 TOTAL) 1 2 ILL o z A-5 A-5 Z N EXISTING T-MOBILE ¢ EXISTING T-MOBILE PANEL ANTENNA TO Q PANEL ANTENNA TO REMAIN (1 PER ILL Z ¢ REMOVED (2 PER SECTOR, 6 TOTAL) EXISTING T-MOBILE DIPLEXER (2 PER w z EXISTING SECTOR, 3 TOTAL) EXISTING T-MOBILE FRIG q3 a A2 EXISTING T-MOBILE DIPLEXER TO REMAIN (2 PER SECTOR, 6 TOTAL) Al EXISTING T-MOBILE TMA SECTOR, 6 TOTAL) EXISTING T-MOBILE TMA A3 PER SECTOR, 3 TOTAL) a A2 ZRELOCATED T-MOBILE PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) Al PROPOSED T-MOBILE TO REMAIN (1 PER TO REMAIN (1 PER (1 1 s AHFIG (1 PER SECTOR, 3 TOTAL) SECTOR, 3 TOTAL) PROPOSED T-MOBILE SECTOR, 3 TOTAL �7Q' ) DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD EXISTING T-MOBILE FRLB AHLOA (1 PER TO BE REMOVED (1 PER SECTOR, 3 TOTAL) . SECTOR, 3 TOTAL) 1 s y C1 B3 A-s A-5 . c1�4ytitER j W PROPOSED T-MOBILE - `LS �Q WASyT EXISTING T-MOBILE COVP TO BE REMOVED HCS 2.0 PENDANT STYLE HYBRID CABLE (2 TOTAL) C2 — EXISTING T-MOBILE PROPOSED MOUNT SITEPRO1 C2 B2 MOUNT TO BE REMOVED RMQP-4126-HK REPLACEMENT S°G & REPLACED r✓ MOUNT PER MOUNT ANALYSIS �P Aq �aQ,S A BY B+T PROJECT NO. p �� 40190 B2 AyF� 145310.002.01 11-23-20 �S 1ST?R SZ�NALE� C3 B1 PROPOSED T-MOBILE � C3 B1 � sHEETnrLE: PANEL ANTENNA MOUNTED TO MONOPOLE (I PER RECEIVED ANTENNA PLANS SECTOR, 3 TOTAL) 1 3 Jan 20 2021 & RF SCHEDULES I A-5 A-5 CITY OF EDMONDS SHEET NUMBER: REVISION: DEVELOPMENT SERVICES �— w O DEPARTMENT 4 2 EXISTING ANTENNA PLAN 22"x34"SCALE: 3/8"=1'-0" ® NOTTO PROPOSED ANTENNA PLAN 22"x34"SCALE: 3/8"=1'-0" ® NOT TO 11"x17" SCALE: 3/16" = 1'-0" 2' 1' 0' 2' SCALE 11"x17" SCALE: 3/16" = V-0" 2' 1' 0' 2' SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. RECEIVED Jan 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N-791 /L JtU 5Q-U 210013ND AP9 MP r'- 09" os. "" null "If U240 a 0r Oro..* car-T., 0r•L tr. Curia-s••:,-atfrn ►M va 14 •tr-r n•' _11 M,; 11 .-1/-♦ N♦r Yr�- I Configuration 56791EZ_U21 For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta & Gamma) I e * NB Otto FDD - Lowband -ow 04„ ►.r AP*nr T 812 (L700) - 5 MHz nnnAE LTEa5G 541 °"'"'•"' 0rwU 671(L600) -10 MHz 871 (N600) - 10 MHz us.tis FDD - Midband Lu+AW53 B4 (L2100) - 20 MHz B2 (1.1900) - 20 MHz 62S (L1900) - 20 MHz B66 (AWS3) - SMHz 11 3I L] 1 a l 1 TOO - Bond 41 L2.542-%Hz►- 60 MHz N41(2.SGHz) - 100MHz +2nd carrier (<=80MH=) AHFIG 7AHLOAAWS+KS HC51.0 I 1 HCS2.0 HCS1.0 TowQRop FXFB L T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1-\-, ANERICArr I W W L . CORPORATION T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD JNttl II"t: RF PLUMBING DIAGRAMS SHEET NUMBER: REVISION: A-4.1 0 �2 1 EXISTING RF DIAGRAM 1 1 PROPOSED RF DIAGRAM ]IS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. NOKIA ITEM CODE/SECTOR PRODUCT NAME 474335A M x 2 FOCZ QSFP+ 4x10 km SM 474385A M x 2 FOUF SFP+ 10GBASE-LR 1271 nm CWDM 10 km SM 474386A M x 2 FOUG SFP+ 10GBASE-LR 1291 nm CWDM 10 km SM 474387A M x 1 FOUH SFP+ 10GBASE-LR 1311 nm CWDM 10 km SM 474388A M x 1 FOUI SFP+ 10GBASE-LR 1331 nm CWDM 10 km SM 474829A M x 2 AOSB QSFP28 SM 10 km LC FTLX1370W4BTL M x 4 SM SFP 1310 nm CPRI 9.8G 1.4km (CPRI) 473471A M x 3 FOTA Optical SFP+ 1 OGBase-SR 850nm MM FTLX8573D3BTL M x 3 10Gb/s 850nm Multimode SFP+ Datacom Transceiver NOTE: JDSU AND EXFO GEAR CAN BE USED TO READ WAVELENGTH ON THE SFPs. NOTE: CABLE ARRANGEMENTS DIFFER FOR EACH RF CONFIGURATION, AND T-MOBILE REVIEW AND REDLINING OF THIS SHEET IS NECESSARY FOR EACH SITE. • PORT CONNECTION ON AND ARE DESIGNATED) • AHFIG IS ON SAME ABIA IXR-e ABIL ABIL ABIL ASIK RECEIVED Jan 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 111L AMERICAN TOWER CORPORATION INFINIGY FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD SFP DIAGRAM DEPARTMENT SHEET NUMBER: REVISION: 1 SFP DIAGRAM ASCALE NOT TO A-4.2 0 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. T AHFIG RADIO MODULE AHLOA RADIO MODULE O HEIGHT:27.56' HEIGHT:22.05" WIDTH: 13.39" WIDTH: 12.13" Mobilff DEPTH: 5.59" DEPTH: 7.44" MOUNTING TO PIPE MOUNT WEIGHT: 79.4 LBS WEIGHT: 83.8 LBS / 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 13.39" 5.59" 12.13" 7 , I 44" I PENDANT INCLUDES A GROUNDING STUD. 01 A 2-6 AWG WEATHERABLE CONDUCTOR SHOULD BE RUN AS STRAIGHT AND F---] F--] H SHORT AS POSSIBLE TO AN ADEQUATE FRONT GROUNDING POINT TO PERFORM AMERICAN TOWER 0 PROPERLY. (CONTRACTOR SUPPLIED) CORPORATION MANUFACTURER:COMMSCOPE 0 0 MODEL: FD21206-48S55-XXX N N ® WEIGHT: 1.71 LB/FT N EN O U� DIMENSIONS: MOUNTING KIT1.55",� INFINIGY8 BOTTOM RIGHT MOUNTING KIT PROVIDED FROM ZERO TO INFINIGY NOTE: the solutions are endless PENDANT MOUNTING ON UNISTRUT PER MANUFACTURER'S SPECIFICATIONS BELLEVUE, WA 98004 FRONT SIDE ADDITNAL FRONT SIDE HOSE DAMP TORQUE VALUE RANGE: T-MOBILE SITE: (IF REQUIRED) 6 +/5NM (53+/-41N LBS) SE01506A 13.39" 12.13" FIRDALE / CAMPBELL NELSON/VZW ATC SITE: LO u 414383 HARDWARE INSERT ANGLE ADAPTER SEAQ LAKE BALLINGER WA TOP TOP 24329 HWY 99 6 AHFIG DETAIL NOTTO 5 AHLOA DETAIL NOT TO 4 HYBRID W/ PENDANT DETAIL NCAT NOHOMISEDMONDS, WA98N26 SCALE SCALE SCALE SNOHOMISH COUNTY MECHANICAL MANUFACTURER: NOKIA MANUFACTURER: COMMSCOPE 25 2" DOWNTILT 9 3„ MODEL: AEHC 90'-0" MONOPOLE MODEL: FFVV-65C-R3-V1 BRACKET WEIGHT: 108 LBS WEIGHT: 124.6 LBS; BRACKETS: 14.6 LBS DIMENSIONS: 38.2" X 21.4" X 8.1" DIMENSIONS: 95.9" X 25.2" X 9.3" FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET DOWNTILT ANTENNA MOUNTING BRACKET AND HARDWARE BY 21.4 ANTENNA MANUFACTURER T-MOBILE RADIO EH ° MOUNTED TO PIPE MOUNT WITH MANUFACTURER ° °D 21.4 SUPPLIED HARDWARE 177 DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD TOP TOP MOUNT PIPE m b T-MOBILE ANTENNA ytitER SRO- ' W WAsy�� oo r� STAND OFF ARM OR PLATFORMANTENNA y� �' 0 MOUNTINGKITBYANTENNA tBOTTOM �F01 MANUFACTURER FRONT SIDE RECEIVE �SSI NALRF CO, Jan 20 2021 EH T-MOBILE RADIO CITY OF EDMONDS DEVELOPMENT SERVICES SHEET TITLE: MOUNTED TO PIPE MOUNT DEPARTMENT EQUIPMENT WITH MANUFACTURER SUPPLIED HARDWARE DETAILS Ir--- JUMPER CABLE SHEET NUMBER REVISION: RF CONNECTOR, TYP ________ FRONT SIDE NOTE: ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. /: � A 5 �•! 0 3 ANTENNA DETAIL NOTTO 2 ANTENNA DETAIL NOT TO MOUNTING DETAIL NCALE SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: NOKIA MODEL: ABIA UNIT DIMENSIONS:8.6"x14.2"x1.1" MODEL: ABIC UNIT DIMENSIONS:8.6"x14.2"x1.7" MODEL: ABIL UNIT DIMENSIONS:8.6"x14.2"x1.1" WEIGHT: 4.6 LBS WEIGHT: 5.8 LBS WEIGHT: 4.4 LBS T Mobile 19807 NORTH CREEK PKWY N SFP28 BOTHELL, WA 98011 RF2 RF4 RF6 RF8 S-RF1 S-RF2 RF1 RF2 RF3 RF4 RF5 RF6 n p omm®m®......om®m Q000000080000000i -000000 000000 00000 p 00 00 00000 00000 00000 0 00 00 00 0 , - 00oo00 000 C� C� C7 C7 C� C7 C7 00 00 00 00 00 o S-RF1 S-RF2 AMERICAN TOWER QSFP28 CORPORATION RF1 RF3 RF5 RF7 RF9 INFINIGY8 FROM ZERO TO INFINIGY 10 ABIA DETAIL NOTTO SCALE 9 gglC DETAIL NOT TO SCALE 8 ABIL DETAIL NOTTO SCALE MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: NOKIA the solutions are endless MODEL: AMIA UNIT MODEL: ASIB UNIT MODEL: ASIK UNIT DIMENSIONS:5.1"x15.7"x17.6" a DIMENSIONS:8.6"x14.2"x1.7" DIMENSIONS:8.6"x14.2"x1.7" BELLEVUE, WA98004 WEIGHT: 11.2 LBS (UNIT ONLY) e WEIGHT: 6.4 LBS WEIGHT: 6.6 LBS e e SYNC IN SYNC OUT EIF3 T-MOBILE SITE: ° DC IN EAC SEI1 SEI2 EIF2 EIF5 SE01506A 00000000co �'�o FIRDALE / CAMPBELL o -, � � 00000a000 o 000000000 O ® ® 0000000 0 � o � �aaa f o ��o� .. m NELSON/VZW ,°o°„o° ,°°e°,°o ld l�S o o o o°oo°°oo°°,oe°°°o° ®®®®®® ®® ®®® ® ,°o° 000aoo 0o a ATC SITE: � o ® LMP 414383 e o° °°°o°°°oa° SRIO EIF1 LMP �EIF2 FAN STATUS S SEI EIF1 SEAQ LAKE BALLINGER WA EIF4 a 24329 HWY 99 7 AMIA DETAIL NOT TO 6 ASIB DETAIL NOTTO 5 ASIK DETAIL NOTTO EDMONDS, WA 98026 SCALE SCALE SCALE SNOHOMISH COUNTY SecBon 9: FE.16148.OVP.B72 Junction Box Vfeing Uiogrom EQUIPMENT CABINET 1/2" 0 SIMPSON STRONG -TIE STRONG -BOLT 2 STAINLESS MANUFACTURER: COMMSCOPE MODEL: FE-16148-OVP-B12"ro,"=" rew,IONmIOI +«,"e seal.:z.I,aKp.^m 90'-0" MONOPOLE LOCK WASHER STEEL WEDGE ANCHOR WITH DIMENSIONS: 14.0"x8.0"x16.0" o dam A z,e 6 3-3/4" NOMINAL EMBEDMENT WEIGHT: 15.2 LBS FLAT WASHER (ICC ESR-3037), TO BE INSTALLED IN EACH CORNER CONCRETE OF CABINET (4 TOTAL) WITH V V V V V V SLAB PER PLAN MINIMUM 6.5" EDGE DISTANCE 171 NR1 LL dM LL LL a d Q F 4 d d a Z Z a Q d d O0 a Q aI'I'I' ovP Z W Q `�" irvnk Power ConnecXonz = m d ° a MANUFACTURER:CHARLES DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JIGS 100% CONSTRUCTION PD M Lu Q d d d MODEL: RL1003 SERIES a d WEIGHT: <_105 LBS (EMPTY) ®®® DIMENSIONS: 22.1 "x20.0"x26.1" S�QyiAER i tt 4 4 CABINET ATTACHMENT SCCALEWAS CABINET 0 o b°dam"kF1 I MANUFACTURER: NOKIA MODEL: IXR-e DIMENSIONS: 17.25"x10.0"x1.75" " "e:,./-semi� 40190 WEIGHT: TBD `4Ye �F/� .s-�ssEQ Power cords are labeled per sector \l!S l ` M, power labeh can be lost 8 Me length Is slgnlllcantly reduced during memnatwn. al.,ar=re-IabN =onav=ran nerare cvnmg "n e.ce=:. S`S10 N A L 0 0 0 o awXe (no— NOKIA o 0 o ®o ®000 �®®000 -°---• •• 0 " n - ^ `-© ® O O SHEETTITLE: RECEIVED EQUIPMENT Jan 20 2021 0 O O DETAILS CITY OF EDMONDS DEVELOPMENT SERVICES SHEET NUMBER: REVISION: DEPARTMENT n — 6 O 3 ROUTER DETAIL NOTTO 2 CHARLES CUBE DETAIL NOT TO HCS 2.0 JUNCTION BOX DETAIL NOT TO SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. MANUFACTURER: PURCELL SYSTEMS INC MODEL: HPL3 600A DC CABINET WEIGHT: 430 LBS (WITHOUT EQUIPMENT) DIMENSIONS: 30.0"x48.0"x72.0" NOTE: • ADDITIONAL KNOCKOUTS MAY BE REQUIRED AND CAN BE DRILLED ON SITE AS NECESSARY FOR CABINETS STARTING AT 501 THERE WILL BE A TOTAL OF (8) KNOCKOUTS (2) HORIZONTAL ROWS OF (4) RACK RU SLOT DESCRIPTION IL O 15 3RD AIRSCALE 14 13 12 FIBER MUX 11 10 2ND AIRSCALE 9 8 7 FIBER MUX 6 5 1ST AIRSCALE 4 3 2 FIBER MUX 1 RECTIFIER SHELF 16 AAV 15 CSR 14 13 4TH AIRSCALE 12 11 10 FIBER MUX 9 3RD LEGACY O 0 co 8 7 6 2NDLEGACY BBU 5 4 3 1STLEGACY BBU 2 1 0 N r RECEIVED Jan 20 2021 N� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISO VIEW FRONT VIEW FIBER ROU' 1: IT IS STIR RECOMMEP USE THESE KNOCKOUT FROM COVI WATER-TIG GROMMET (4) 7/8" 0 HOLES FOR HPL3 AND EXPANSION CABINET 2-STRING BATTERY RACK MOUNTING POINTS (4) 7/8"0 HOLES FOR HPL3 4-STRING BATTERY RACK MOUNTING POINT SHIPPING HOOKS TO BE REMOVED AFTER CABINET INSTALL CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING KNOCKOUTS. DO NOT DRILL KNOCKOUTSTHROUGH c SKU# 34038 PURCELL 2" PLINTH (OPTIONAL) 29.6" (4) 3/4"0 HOLES FOR HPL3, AND EXPANSION CABINET CORNER MOUNTING POINTS 2„ o O o N O 0 O SKU# 34038 PURCELL 2" PLINTH SKU# 34038 PURCELL PLAN VIEW 2" PLINTH SIDE VIEW 4R. n" RIGHT VIEW 4nn^ (6) KNOCKOUTS LOCATED INCONVENIENTLY FROM INTERNAL AIRSCALE EQUIPMENT & ARE NOT FEASIBLE. SEE FIBER ROUTE OPTION 1. KNOCKOUTFOR ETHERNET FOR ALARMS KNOCKOUTSFOR BATTERY WIRES (4) 5/8" 0 FOR -RY M( 3 FOR ,RAGE O BACK VIEW 28.0" MOUNTING FOOTPRINT �'—Ti=m--1431131BIIBI _ -1 A 0 � ®1 Illrii®i i� 1NLA I INTERNAL ROUTING AIRSCALE BASEBAND ALPHA POWEI (48 BREAKER CSR ROUTER FIBER ROUTE OPTION 2: REAR KNOCKOUTS CAN BE UTILIZED FOR BOTTOM FIBER ROUTING FROM COVP TO AIRSCALE IF OPTION 1 IS UNAVAILABLE. ;3) 2" KNOCKOUTS INTENDED =OR POWER, TELCO, & BOTTOM FIBERS TO COVP. ALL INCOMING CABLING TO 3EIN RIGID OR FLEXIBLE CONDUIT WITH AN LB. ANY OF THE BOTTOM KNOCKOUTS CAN BE USED FOR THE AC FRONT VIEW (OPEN) ALL DC POWER CABLES (BLUE) TO BE ROUTED AT THE LEFT SIDE OF THE CABINET FIBER KNOCKOUT FIBER CABLES (YELLOW) 19" RACK ADAPTER ALL FIBER CABLES (YELLOW) TO BE ROUTED AT THE RIGHT SIDE OF THE CABINET FIBER MUX/ DEMUX RECTIFIERS (10 POSITIONS) AIRSCALE BASEBAND EGACY ASEBAND T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 111L AMERICAN TOWER CORPORATION INFINIGYS' FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD EQUIPMENT DETAILS POWER FEED SHEET NUMBER: REVISION: 1 PURCELL HPL3 POWER CABINET DETAILS ASCALE NOT TO A-6.1 0 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. MANUFACTURER: PURCELL SYSTEMS INC MODEL: HPL3 LARGE BATTERY CABINET WEIGHT: 350 LBS (WITHOUT EQUIPMENT) DIMENSIONS: 30.0"x31.6"x60.4" NOTE: • WIRES RUN THROUGH PROVIDED KNOCKOUT. FOLLOW PROPER INSTALLATION OF GASKET BEFORE MATING THE 2 CABINETS 4X .875 0 HOLES FOR HPL3 AND EXPANSIONI CABINET 2-STRING BATTERY RACK MOUNTING POINTS 4X .875 O HOLES F( HPL34-STRING BAl RACK MOUNTING P RECEIVED Jan 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4X .75 0 HOLES FOR HPL3 AND EXPANSION CABINET CORNER MOUNTING POINTS SKU# 34038 PURCELL 2" PLINTH SKU# 34038 PURCELL 2" PLINTH PLAN VIEW SIDE VIEW Q w r - a � 00 00 FRONT VIEW o N KNOCKO ETHERNE ALARMS KNOCKOU BATTERYI ISO VIEW LEFT VIEW SHIPPING HOOKS TO BE REMOVED AFTER CABINET INSTALL :ORRECT KNOCKOUT -OOL REQUIRED FOR 'UNCHING KNOCKOUTS. )O NOT DRILL :NOCKOUTSTHROUGH _.. .. 34038 PURCELL 2" PLINTH (OPTIONAL) MOUNTING FOOTPRINT BATTERY BRACKET BATTERY VIBRATIC MOUNTS 30.3" FRONT VIEW (OPEN) )R ICHORAGE 4X BATTERY SHELVES, UP TO 200AH T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 AV AMERICAN TOWER CORPORATION T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD 4—j TITLE: EQUIPMENT DETAILS SHEET NUMBER.- 6 ■ 2 I REVI0 N: 1 PURCELL HPL3 BATTERY CABINET DETAILS NOl SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. PIPE CAP RECEIVED LED LIGHT MOGUL SOCKET MOUNTING Jan 20 2021 MANUFACTURER'S CABLE OR T Mobile OTHER CABLE SUITABLE FOR CITY OF EDMONDS EXTENDED SUNLIGHT EXPOSURE 19807 NORTH CREEK N DEVELOPMENT SERVICES 011 BOTHELL, WA 98011 DEPARTMENT METALLIC CABLE TERMINATION FITTING n ICE BRIDGE/CANOPY POST AMERICAN TOWER WEATHERPROOF 60 MIN. CORPORATION ROTARY TIMER LIGHT SWITCH io +a 3/4" RGS CONDUIT FOR (3) INFINIGY8 #12 AWG ELECTRICAL RUN #2 AWG BARE SOLID TINNED COPPER WIRE TO GROUND RING o FROM ZERO TO INFINIGY the solutions are endless EXOTHERMIC WELD BELLEVUE, WA 98004 A TO PPC CABINET T-MOBILE SITE: SE01506A N 9" -' ; \ FIRDALE / CAMPBELL \ 6" 1-1/2" --� NELSON/VZW 0 0 3/16" T ATC SITE: M o 3" STD. SCH. 40 GALV. STEEL POST 414383 SEAQ LAKE BALLINGER WA (4) 1/2"0 HILTI KWIK BOLT TZ SECTION A EXPANSION ANCHORS WITH MIN. 3-1/2" EFFECTIVE EMBEDMENT 24329 HWY 99 6 NOT USED OTT 5 NOT USED NOT TO 4 WORK LIGHT WITH TIMER DETAIL EDMONDS,NOHOMIS WA98N26 SCALE SCALE .CTTO SCALE SNOHOMISH COUNTY 90'-0" MONOPOLE NEW PPC WIND STOP SCREENED LOUVERS FOR TELCO COMPARTMENT FRONT o / DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD ®® \ -�QyiAER i tt ®2 2 ® — — — �� 04 wnsy,�r, ® TOP PLAN VIEW (DOOR OPEN) V 4p 40190�� ELEVATION VIEW-.01.ER�v ASS{DNA L ECG` NOTES: 1. METER SOCKET BY THIS CONTRACT. METER TO BE SUPPLIED BY LOCAL UTILITY COMPANY. SHEETTITLE: 2. AC POWER ENCLOSURE. 200 AMP, 208/12OV, 30, 3W W/ GROUND. 20OA/2P MAIN CIRCUIT BREAKER. EQUIPMENT 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED. DETAILS 4. ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0" FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL UTILITY COMPANIES AND AHJ. 5. CONTRACTOR MUST LABEL ALIKE BREAKERS IN POWER CABINET. SHEET NUMBER: REVISION: 6. REFER TO ACTUAL EQUIPMENT DRAWINGS. 7 0 3 NOT USED NOT TO 2 NOT USED NOT TO PPC DETAIL NOT TO SCALE SCALE SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. RECEIVED Jan 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DETAIL A TOLERANCE NOTES roLs�A>rD�lt or Drldr>L I�Iaar o��lllan�t �lo�1on11c �A*■1� Mi�R10 MIN iM� Q{R �� M R�'7 u11u�A�walrNola� a.rrr•�wQOMrMar«o�a. M� oU� e1�A1�MOl� dttt/�T-Ib001� 0/ MOlrti 881MOB AIR !tat B� AiL Q'Iga wlpwlMo M Rrll�7 ALL 010011 AMentar 0 e/W7 ww•�w•►ww« •• .rw_�. w11. «tw.wswallaw alatal/� PARTS UST IAI1T N1D PART OCSCRIPTION LCNGTt x-LIMRY RING DINT WtLDYCNT GSKW S1r FOG LOCK WASMCR ASBNVT 5•1111- nOG A323 "Itx MJT GSM-24 S8' ■ 241- TMRtA In GSW-46 SO- a 18' TMRCADCD MOO IMOG 1 4111111111 A78234 !Q' a 2-304' 1 OG A325 "ex BOLT 2 311M In ASNW Ss' FOG A32SPLATWAf1111911 1-Ua 1 3:03 Ur x 3-Sa' x 8• x r U*OLT I OG I G•:rA lJrMOGYSSnAmASHCR W32to G•a/Y tTrt"LOCKV/ASMCR 1.1 8% G 12NUT 112' FOG MCAVT 2" MCa NUT PX-t 26 2-7xt'0 O x 1218' SCM 40 P1P[ 126 in ii/atX-0 vvxr IrXZ'WBOLTINOG I P3150 3-11!r x IW(r SCM 4101 GALVA16=0 PIPC /30 n I11-svt116 LOW PROPLI PLATFORM CORIWR P21S0 2-S'S' 00 x 1S0- SC" /9GALVANIztD PIPC ISO in S0t2 CROSSOVER PLAT[ 7 in [AM1212 t'r x 2-ter x /-t'r x r u-BOLT FOG SDI. cROSSOvm PLATT 6 112 r GSBNUT 98P MDG t1CAVY 2" Htx F4LfT 1-253M3 PLATIORV R21%r011CCYIEW RR ANGLE 5221632 1-273W2 T43RACKCT FOR PW*V; 1CCYCNT KIT GS802 SO' a r PIOG HtX DOLT GRS G 1206S 1.7- a 8-t2- FOG MCx BOLT GRs PULL THRLAID D• a_►N �•1 1 AT 6- LOW PROPILt PLATrORIr WITH rWCLVL 2-Le' ANTCMNA 00UT161G PIPLS AND HANDRAIL 4188 CEK 1;4'2017 81 02 CUSTOMER Isuc 1141201 J UNIT WT. Od" q/T t36 B1 412-86 003 172 013 7T1/ 0K 716 04C T1s 0 36 654 003 082 029 925 003 9 DID 001 350 007 Is &S 78 9/ 22325 026 12-m 94 w 20440 M 10 43831 IS T7 13731 • 80 57.90 029 92S 602 90.32 0 •3 0T8 •.33 45" •3 3i 81,27 027 162 041 a 91 1. 0: 39.76 TOTAL MIT a 3063 •: v DETAIL D 1`M— va.6 we 386-TS3• rsa6 n—•• a• W a Aaa/«.at*yB o.•.. n • 4_ R hAG P-40126-H K w_ R AAG P-40126-H K T Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 ,AV AMrLRICAm IIIIIIIIIJUL. CORPORATION T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW ATC SITE: 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 90'-0" MONOPOLE DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JOB 100% CONSTRUCTION PC SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: — 8 I REVI0 N: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. RECEIVED CABINET BATTERY EXPANSION T Mobile Jan 20 2021 RED OOR ALARM Amid DL 5 BLK "L RED TO HEATER RELAY HEATERHEATER OPT CABINET SWITCH DL 38 L1 BLK SHELF 1 RE L2 DL 1& CITY OF EDMONDS L2 RED GR G ® ® ® ® 19807 NORTH CREEK PKWY N DEVELOPMENT SERVICES RED AL 1DOOR ALM G RN oN ONWONON oN oN BOTHELL, WA 98011 DEPARTMENT BLKLK RTN MOL 5 L1 BLK RED L2 RED BLK AL2 DAC ALM L1 BLK SHELF 2 BL L1000yy1 COOL RTN DL 3& RED RE L2 DL 1& 10A 1 A 1 A RED AL3 HTR ALM G RN GRI G g2 2 2 BLK RTN I J8 J7 BLU DCPP REAR VIEW RE RE RE ®3"® J3 BLU/WHT AL4 DC ALM ACPOWER BLK BLK BL AMERICAN TOWER ORG RTN CONNECTIONS CORPORATION DAC AL5 DC MAL ALARM ORGNVHT 3 _ _ __ _ __ _ __ _ __ _ ___......_......_......� RTN 2 GRN AL6 AC PWR HULOW BLK GRN/WHT RED 3 _t� RTN RE;,1 B�� AL7 BAT CAB DOOR 240VAC DINRAIL INFINIGY81 LK HEATER J1 DOOR OPEN RTN ASSEMBLY (�yypSpW1 _ HEAT DETECT [� AL8 BAT CAB DAC GREEN U0 F� ., SWITCH ra „r„ WIR4ES L- J8J9 0 ®®� �® � HEATE ALARM DC ALM I ALARM I ALARM CABLE I DC PP ALM RLY PIN "' � AL9 BAT CAB CBALM [� RTN AL10 RTN [� AL11 UPPER LEV TERMINALS LOWER LEV TERMINALS TOCAB MGB F H U M L E H U 1(-) INFINIGY the solutions Oft endless BELLEVUE, WA 98004 AL3 BLUE K10-NC 73 DC MIN AL3 RTN BLUANHT K10-C 74 AL4 ORANGE K11-NC 176 DC MAJ AL4 RTN ORG/WHT K11-C 177 C MAINS HI AL5 GREEN K9-NC 70 /LOW AL5 RTN RN HT K9-C 71 CODEX ALARM MODULE INSIDE RTN 0000 0000 FRONT DISTRIBUTION COVER T-MOBILE SITE: AL12 �� Ll DCALARM WIRING RTN BLACK RED SE01506A 0 _1 0 0L20 L FIRDALE / CAMPBELL GRN 1 WHT VVHT FIELD WIRING NELSON/VZW ORG GR BL OR (BROWN R 240VAC T USED)SINGLE NOPHASE 000 O O O 000 7071 374 677 60Hz200AMAX ATC SITE: K9 K10 K11 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 4 ALARM WIRING DIAGRAM NOT TO 3 AC POWER WIRING DIAGRAM NOTTO EDMONDS, WA98026 SCALE SCALE SNOHOMISH COUNTY NOTE: 90'-0" MONOPOLE DIAGRAMS PROVIDED ARE PER MANUFACTURER INSTALLATION GUIDE DC DISTRIBUTION -DOOR OPEN FROM VIEW DC DISTRIBUTION TERMINALS (E) 200A, 120/240V, 1PH, 3W 'TIER'1 "TIER"2 "TIERS "TIER"4 "TIER"1 OF 4(SIDE VIEW) METER SOCKET WITHIN THERMAL SYSREM ♦ THERMAL SYSREM ♦ BLK RED NEMA 3R ENCLOSURE (VIF) (E) (1) #4 CU, 3/4" C. DAC AND HEATER DAC AND HEATER TO CABIN ET DC FUSE BLOCK TO GROUNDING FUTURE USE FUTURE USE DAC DOOR PWR 25 • • SYSTEM (VIF) O V 0 OO 0° 00 O• M FUTURE USE 10A ME=Q * 0 FUTURE USE • • O O 0 ° FUTURE USE • • O O 0 ° (E) CONDUIT FROM 200A, FUTURE USE 10A � O.00 OO OO ♦ ♦ ♦ � ♦ FUTURE USE 10A Q 0 0 DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION QA/QC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD POINT OF UTILITY 2r FUTURE USE tla` O O O o FUTURE USE �LW O O O ° CONNECTION (E) (3) #3/0 & (1) #6 0 ®O O 0 ° O H ) d O O O ° O OO GIRD, 2" C (VIF) O° O O O O O° O FRONT OO OO REAR AC FAIL 0 0° 0 ®O 0. 0 0 O° 0 O 0° RELAY WP OO OO �o O° 0o O° 0o O° 00 0 00 00 00 (P) PURCELL HPL3600A TVSS 3 (a ED OO ° (a ®O 0 ° O 0 0 ° OO OO �Q4titER / W Oo o OO ° o0 0o S was BATTERY CABINET O ® OO ®O OO ® OO OO DO 2 O.O• 2 (BATTERY BACKUP) PANEL (E) 200A GENERATOR O O 0 ° OO O OO (� S A RECEPTACLE (VIF) 0 cm O0 ° OO o 0 ° • • PROPOSED • • PROPOSED y �, SKU # 32089 SKU # 32089 DC-48V HOT BUS DC RETURN (P) (1) #2 AWG 3/4" C O 0 ° • • B2ND 200A REAKER O O 0 ° • • BREAKER CB PROTECTED) BUS OV(+) TO (E) GROUNDING - ®O 0 ° LOCATION O ®O O ° LOCATION j I SYSTEM (P) 0 AWG GIRD, 2" C 0 PURCELL HPL3 600A A� 40 1 90 �'� SITE SUPPORT CABINET JUMPER JUMPER JUMPER JUMPER �FCIS'[a ASS {DNA L ECG` ° ° CB ALARM V o 0 0 ° CB ALARM ° CB ALARM o CB ALARM PIN AND SWITCH PIN AND SWITCH PIN AND SWITCH ORIENTATION PIN AND SWITCH ORIENTATION ORIENTATION "OFF" ORIENTATION "OFF" SHEET TITLE: ELECTRICAL OBSERVE CORRECT ALARM PIN ORIENTATION DIAGRAMS SHEET NUMBER: REVISION: E-1.1 0 NOTTO 2 ONE -LINE DIAGRAM SCCALE 1 DC POWER WIRING DIAGRAM SCCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. RECEIVED Jan 20 2021 T Mobile CITY OF EDMONDS FROM DIN 19807 NORTH CREEK PKWY N DEVELOPMENT SERVICES DEPARTMENT DISTRIBUTION BOTHELL, WA 98011 DAC (COOLING) CONTROLLER A ERICAN CORPOR TOON R FROM DC DIN DISTRIBUTION J1 TO CABINET sw1 COOL ALARM BLOCK J9 J7 -Ij J8 J3 zJ4 O RED RED LIGHT ASSEMBLY BLK BLK_ INFINIGY S' LIGHT SWITCH FROM ZERO TO INFINIGY BILK NC the solutions are endless BLK N BELLEVUE, WA 98004 TO HEAT RED NC , CONTROLLER BLK c T-MOBILE SITE: DOOR OPEN SE01506A COOW9 J8 HEATER DETECT FIRDALE / CAMPBELL FROM J7 DAC ALARM NELSON/VZW DOOR ALARM HEATER CONTROLLER ATC SITE: FROM DC DIN DISTRIBUTION J1 G) Osw1 -EhH EAT � tMJ J8 J9 J7 �5 J8 J3 J2 J4 tJ4 COHN FUNCTION JI PIWR IN J8 DELTA T JUMPER J9 OUTSIDE TEMPERATURE J7 DACFAN (LOWER) J6 DACFAN (UPPER) J3 ALARM J2 COOLING INHBIT J4 HEAT REQUEST COHN FUNCTION JI PIWR IN J8 HEAT REQUEST J9 COOLING INHBIT J7 UNUSED J6 HEATER FAN J3 ALARM J2 DOOR SW INPUT J4 HEATER RELAY CONTROL 414383 SEAQ LAKE BALLINGER WA 24329 HWY 99 EDMONDS, WA98026 SNOHOMISH COUNTY 3 DC CABINET DOOR LIGHT POWER WIRING DIAGRAM N SCALE ALE w J UJ J J Op Q H z ~ 90'-0" MONOPOLE LLLLLL�0O T— DOOR OPEN W W J J FROM D- �: 0 Q DOOR DETECT ? O U O = RED TO LED LIGHT RED oo BLACK BLACK B BB0 B00 DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD 0 0 O(D0 000 0(Da O , a a O TO HEATER BLACK RED ° ° ° ° ID El El SHOVER / ttQ ELEMENT, ACPWR BLACK \/ + Be 8 V -48 0��oF wnsy,�c�o FROM CIRCUIT RED r7 BREAKER TO DOOR V+ RED BLACK FROM _ UPPER FAN V_ BL RED DC PLANT TO DOOR V+ RE BILK �e� —L.- C. LOWER FAN V- S{ONALE� DC DISTRIBUTION (BLACK WIRE JUMPERS TO FUSE POSITIONS REMOVED FOR CLARITY) SHEET TITLE: ELECTRICAL DIAGRAMS SHEET NUMBER: REVISION: E-1.2 0 2 DC HEATING AND COOLING WIRING DIAGRAM SCALE 1 DC FUSE BLOCK WIRING DIAGRAM SCCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. GROUNDING SYMBOLS - GROUND BAR T Mobile ® GROUND ROD WITH ACCESS 19807 NORTH CREEK N BOTHELL, WA 98011011 e CHEMICAL GROUND ROD GROUND ROD CADWELD TYPE CONNECTION AMERICAN TOWER COMPRESSION TYPE CONNECTION CORPORATION GROUNDING WIRE TYPICAL: #6 AWG FROM EQUIPMENT TO GROUND BAR, #2 FROM GROUND BAR TO GROUND RING, FROM METER TO GROUND RING, AND FOR GROUND RING. INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless BELLEVUE, WA 98004 T-MOBILE SITE: SE01506A FIRDALE / CAMPBELL NELSON/VZW A41 SITE: 4383 3 NOT USED sALE NCAT SEAQ LAKE BALLINGER WA GENERAL GROUNDING NOTES: 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: 24329 HWY 99 #2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING EDMONDS, WA 98026 LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND SNOHOMISH COUNTY CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC 90'-0" MONOPOLE / CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES. 5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE GROUNDING SYSTEM. 6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE TIE INTO EXISTING DUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE GROUND RING ON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE. 7. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. I DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD �I1 \ / I I / / I I ANTENNA ANTENNA ANTENNA ykt6R J W WASyz��'Qp i V� ASSOCIATED ASSOCIATED ASSOCIATED A4 O ANTENNA ANTENNA ;ANTENNAS fiJ EQUIPMENT MAST EQUIPMENT MAST EQUIPMENT (I.E. RRH/TMA) (I.E. RRH/TMA) (I.E. RRH/TMA .0 #6 AWG (TYP.) #6 AWG (TYP.) kF�is ` �� SS{�NAL��G GND BAR GND BAR ° (CIGBE) (CIGBE) PENDANT RECEIVED a NEAR NEAR R a ANTENNAS ANTENNAS SHEET TITLE: Jan 20 2021 SCHEMATIC GROUNDING CITY OF EDMONDS 7 INSULATED GROUND (TYP.) PLANS & NOTES DEVELOPMENT SERVICES DEPARTMENT GND BAR AT RAD CENTER SHEET NUMBER: REVISION: (CIGBE) WITHOUT INSULATORS 2 EQUIPMENT GROUNDING PLAN 22"x17"SCALE: 3/8"=T-0" ® 1 ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES NOTTO G-1 0 11"x17" SCALE: 3/8" = 1'-0" 1' 6" 0" 1' SCALE THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. NOTE: RECEIVED #6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF CABLE GROUND KIT ::=:)� TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. • Jan 20 2021 T Mobilff CITY OF EDMONDS DEVELOPMENT SERVICES GROUND BAR Oin 19807 NORTH CREEK 011 N DEPARTMENT WALL, ICE BRIDGBOTHELL, WA 98011 CONCRETE, OR ANTENNA TOWE AMERICAN TOWER O O O O O O O O CORPORATION O O TWO HOLE LUG, OR EXOTHERMIC WELD TO BE INFINIGY8 USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING FROM ZERO TO INFINIGY GROUND CONDUCTOR SHALL BE ELIMINATED the solutions are endless WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE BELLEVUE, WA 98004 SCALE F. 12 NOT USED NOT TO 11 NOT USED ._TTO 10 NOT USED SCALE NOTLE 9 GROUND WIRE INSTALLATION NOT TO CALE SCALE T-MOBILE SITE: 1.) COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO. SE01 506A CAT. NO. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH FIRDALE / CAMPBELL NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) NELSON/VZW 2.) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR APPROVED EQUAL 3.) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. ATC SITE: CAT NO. A-6056 OR APPROVED EQUAL 414383 4.) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO.3012-1 OR APPROVED EQUAL SEAQ LAKE BALLINGER WA 3 0 24329 HWY 99 EDMONDS, WA 98026 7/16" 3/4 ° ° ° SNOHOMISH COUNTY 2„ o ° ° ° ° ° 2 ° ° 90'-0" MONOPOLE ° o ° 0 V. NOTES: GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER STRUCTURE; NO INSULATORS USED. GROUND BAR AT BASE OF TOWER STRUCTURE TO BE ATTACHED WITH INSULATORS. CONNECTION TO TOWER STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. NOTTO8 NOTTO NOT USED SCALE 7 SCALE NOT USED NOTTO 6 NOT USED SCALE 5 TYPICAL GROUND BAR SCALE TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VS TYPE VB TYPE PT ?4 TYPE GT TYPE GY TYPE GR TYPE GL TO ANTENNAS NOTES: MONOPOLE 1. DO NOT INSTALL CABLE (TYPICALLY) ANTENNA CABLE 12" To 24" RF CABLE TO ANTENNA DRAWINGS ISSUED FOR: REV. DATE DRAWN DESCRIPTION OA/OC A 12/08/20 RCD PRELIMINARY REVIEW PD B 12/29/20 CAP REVISED PRELIM. REVIEW PD 0 01/06/21 JGB 100% CONSTRUCTION PD GROUND KIT AT A BEND AND ALWAYS DIRECT a_ 12o MAX. I RX2 TX1/RX1 STANDARD ANTENNA GROUND BAR / W GROUND WIRE DOWN TO ANTENNA GROUND BAR. _ GROUND KIT (TYP) - WITHOUT INSULATORS, BONDED DIRECTLY TO THE �Qyti- WAS Y OF COAX JUMPER WEATHERPROOFING KIT (SEE NOTE 3) 7CABLE ' MONOPOLE AT RAD CENTER (TYP) 2. WEATHERPROOFING #6 AWG (PROVIDED !.� -' O SHALL BE TWO-PART TAPE KIT. COLD SHRINK CABLE GROUND KIT WITH GROUND KIT TYP) ANTENNA GROUND BAR - CONNECTOR WEATHERPROOFING SHALL NOT BE USED. CONNECTOR WITH INSULATORS, AT KIT (TYP) SEE NOTE 2 #6 AWG STRANDED COPPER GROUND TO RF CABLE (TYP I BOTTOM OF MONOPOLE FOR ALL) .0 KITAT�HP)RPROOFING GROUND BARRE (GROUNDED ). R). SEE NOTES 1 & 2 EXOTHERMIC WELD RFC Rlx RF CABLE TO Tj GROUND KIT (TYP) EQUIPMENT AREA VIA E� ANTENNA ANTENNA CABLE F, F,TRAY MONOPOLE OR ICE BRIDGE FOUNDATION AL TO EQUIPMENT (TYP) AWG NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND SHEETTITLE: ANTENNA GROUND BAR, :J:#6 ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. GROUND RINGGG�\\\ \ WITHOUT INSULATORS. #2 AWG BCW SOLID GROUNDING BONDED DIRECTLY TO 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS j TI N D (TYPICAL) MONOPOLE OR TOWER SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. DETAILS AT ANTENNA LEVEL. TO GROUND RING 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. SHEET NUMBER: 2 REVISION: O 4 EXOTHERMIC CONNECTIONS NOT TO 3 CABLE GROUND CONNECTIONS 2 CABLE GROUND KITTTO TO I 1 RF CABLE GROUND T TO CCALE SCALE SCCALE SCCALE ST THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.