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APPROVED PLN BLD BLD2020-0779+Architectural_Plan+7.29.2020_1.59.41_PMAntennas and equipment must color match to wall APPROVED BY PLANNING VICINITY MAP 1a1'd"ng Nnrrt _. N :411 o FdMonds FerryTerr'iN Fm sd&1rrmrxls rmje of r d—El alb gbh , 9 SITE LOCATION e 1/ r p P, Ste," Europe Mid nah C Lhiir (ry cp p t Fsoi�D'��uts ^T 9 ••>,: VM�r '1'r� ��� � Ten Gun D�.:igr, h monds Stalian(3 [Y;'f P - ,� � r.I,nn,M ohm ed91 d's8ottieshop� .�i "" -Edmdnds Mngslon gees sr : ,t, Arl Museum Q Ferry Toll Booth , 1 O Edmonds Landing 12 Aug 06 2020 D.1m 3 0 � Lougkr�n & Company CPAs F drnnnds Munio Pal Court 19 Fd©nds Summer Market [i 99 Ed m nder dy hoal '1!' Maln St iMEpUlISislm Strarhucxs : DRIVING DIRECTIONS I FROM: 19801 SW 72 AVE, STE.200, TUALATIN, OR 97062 TO: 406 MAIN STREET, EDMONDS, WA 98020 1. GET ON 1-5 N FROM SW SAGERT ST, SW 65TH AVE AND SW NYBERG ST 2. FOLLOW 1-5 N TO WA-104 W/NE 205TH ST/LAKE BALLINGER WAY IN MOUNTLAKE TERRACE. TAKE EXIT 177 FROM 1-5 N 3. FOLLOW WA-104 W TO 2ND AVE S IN EDMONDS 4. TURN LEFT AT THE 1ST CROSS STREET ONTO 2ND AVE S ALL WORK SUBJECT APPROVED TO FIELD INSPECTION FOR PLANS MUST BE CODE COMPLIANCE ON JOB SITE I PROJECT INFORMATION I SITE NAME: EDMONDS RFDS NAME: STTLWASN19 & 3592533 DATED: 04/29/2020 SITE TYPE: BUILDING COUNTY: SNOHOMISH JURISDICTION: CITY OF EDMONDS LATITUDE: 47.81 17789 LONGITUDE: —122.3807220' AMSL: t32'—O" SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 APN: 00434401500700 PROPERTY OWNER: THE BEESON PARTNERS C/O DOUGLAS FOOTH 2003 WESTERN AVENUE MARKET PLACE 1, SUITE 555 SEATTLE, WA 98121 a Io o •tray. BELOW. CGII bdom you dW �nmM6ltcom v u AT&T u UPGRADE: 5G NR 1SR sI I It IU: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS LTE NEXT CARRIER PTN: 3801 AOT6MR SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 ENGINEERING DIVISION APPROVED AS NOTED N Gr i g g s 09/10/2020 NO WORK IN THE ROW I PROJECT DESCRIPTION I THE PROJECT WILL BE COMPRISED OF MODIFICATION TO AT&T ANTENNA ARRAY: • REMOVE (3) (E) 80010865 ANTENNAS & REPLACE W/ (3) (N) 80010965 ANTENNAS • RELOCATE (3) (E) 700 RRUS (RRH2X4OW-7L) ON POS #1 • RELOCATE (3) (E) 700 RRUS (B25 RRH4X30-4R) ON POS #1 • INSTALL (3) (N) 850 RRUS (B5 16OW AHCA) DUAL MOUNT ON POS #1 • INSTALL (6) KATHREIN 78211288 DIPLEXERS MODIFICATION TO AT&T EQUIPMENT ENCLOSURE: • INSTALL (3) CORDEX CXDF 24-48/2KW CONVERTERS. Building Department Work CELLULAR Address 410 MAIN ST Owner Approved Date : 8 -14 - 2 0 2 0 Building Official Er%G Garter Permit Number: BLD2020-0779 APPLICANT COMPANY: ADDRESS: PROJECT MANAGER PHONE: COMPANY: ADDRESS: CONSTRUCTION MANAGER PHONE: COMPANY ADDRESS: ZONING MANAGER PHONE: COMPANY: ADDRESS: ARCHITECT/ENGINEER OMPANY: EMAIL: COMPANY: ADDRESS: RECEIVED Jul 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. PROJECT TEAM AT&T MOBILITY 19801 SW 72 AVE, STE.200 TUALATIN, OR 97062 JOHN EVANS 415-265-8200 SMARTLINK GROUP 2001 N. MAIN STREET, SUITE 240 WALNUT CREEK, CA 94596 OLY PETERSON 503-369-1671 SMARTLINK GROUP 11410 NE 122ND WAY KIRKLAND, WA 98034 COURTNEE GOMEZ 916-527-4157 SMARTLINK GROUP NE 122ND WAY KIRKLAND, WA 98034 ATTN: KATYA SERAVALLE 1-855-669-5421 KATYA.SERAVALLE®TRYLON.COM TRYLON TSF 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TX 75038 ALL WORK & MATERIALS SHALL BE PERFORMED & INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 1. 2015 WASHINGTON STATE BUILDING CODE (2015 IBC) 2. 2015 WASHINGTON STATE MECHANICAL CODE (2015 IMC) 3. 2015 WASHINGTON STATE RESIDENTIAL CODE (2015 IRC) 4. 2017 NATIONAL ELECTRICAL CODE 5. ANSI/EIA—TIA-222—H THIS FACILTY IS UNMANNED AND NOT FOR HUMAN HABITATION. THIS FACLITY IS NON —OCCUPIABLE AND ACCESSIBLE ONLY TO SERVICE PERSONNEL. SHEET INDEX SHEET # DESCRIPTION REVISION # T-1 TITLE SHEET 0 GN-1 GENERAL NOTES 0 A-1 OVERALL SITE PLAN 0 A-2 ENLARGED SITE PLAN 0 A-3 EXISTING & PROPOSED EQUIPMENT SHELTER PLANS 0 A-4 EXISTING & PROPOSED ANTENNA PLANS 0 A-5 EXISTING & PROPOSED TOWER ELEVATIONS 0 A-6 ANTENNA AND EQUIPMENT SCHEDULE 0 A-7 EQUIPMENT DETAILS 0 E-1 GROUNDING PLAN 0 E-2 GROUNDING DETAILS 0 RF-1 TO RF-3 PLUMBING DIAGRAM 0 AT&T gsmartlink Try I o n • 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 WASg/� G F, lv Jun 30, 20 57966 q� �CISTER� NAL DRAWING SCALES ARE INTENDED FOR 11'x17' SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/26/20 90% CD GOP B 06/19/20 90% CD UPDATE GOP 0 05/30/20 100% CD GOP r SITE INFORMATION i SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION TITLE SHEET SHEET No. T-1 GENERAL NOTES 1. GENERAL REQUIREMENTS A. PURPOSE AND INTENT 1.THE DRAWING AND SPECIFICATION ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2. THE INTENTION OF THE DOCUMENT IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. A. CONFLICTS 1. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK, NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO AT&T FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 2. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. A. CLEANING 1. KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK, REMOVE ALL WASTE AND NON -CONSTRUCTION MATERIAL INCLUDING ALL CONTRACT TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. A. CODES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SALTIER. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WEATHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. A. LICENSING 1. CONTRACTOR SHALL HAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE SHALL BE LICENSED, RESEARCHED AND COMPLY WITH THE LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. A. OSHA 1. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS AND STATE LAWS BASED IN THE FEDERAL OCCUPATION SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATION AND TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. A. PHOTOS 1. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATIONS, GROUNDING, AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. A. BUILDING PERMITS 1. CONTRACTOR WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT, CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE COMPLY WITH SPECIFIC PROJECT RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENT. AT&T WILL REIMBURSE THE CONTRACTOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS, AND INSPECTIONS. (INCLUDED IN THE BASE PROPOSAL). A. ZONING REGULATIONS AND CONDITIONAL USE PERMITS 1. CONTRACTOR WILL SUBMIT ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE -BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS. A. FAA PERMIT AND TOWER LIGHTING 1. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL. A. TOWER SECURITY 1. IF REQUIRED, TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. L. SITE CONTROL 1. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT&T. 2. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. M. LIVESTOCK PROTECTION 1. PROTECT AND SECURE LIVESTOCK. MAINTAIN AND SECURE EXISTING PERIMETER FENCE AND/OR GATE ENCLOSURES. 2. SITE PREPARATION A. SCOPE OF WORK INCLUDES 1. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. 2. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING CONSTRUCTION ACTIVITIES. 3. CLEANING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED TREES AND SITE IMPROVEMENTS. 4. TOPSOIL STRIPPING AND STOCKPILING. 5. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. 6. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS, AND MONUMENTS. 7. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE -INSTALLATION OF EXISTING FENCE AND OTHER SITE IMPROVEMENTS SCHEDULED FOR RE -USE. B. REMOVAL AND LEGDK DISPOSAL OF CLEARED MATERIALS. B. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) 1. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL. 3. EARTHWORK A. SCOPE OF WORK INCLUDES 1. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS AND UTILITIES. 2. MATERIALS FOR SUB -BASE, DRAINAGE, BACKFILL AND GRAVEL FOR SLABS, PAVEMENT AND IMPROVEMENTS. 3. ROCK EXCAVATION WITHOUT BLASTING. 4. SUPPLY OF ADDITIONAL MATERIALS FOR OFFSITE AS REQUIRED. 5. REMOVAL AND LEGDK DISPOSAL OF EXCAVATED MATERIAL AS REQUIRED. B. QUALITY ASSURANCE 1. COMPACTION A. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL OBTAIN A 95% COMPACTION AT A MINIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITH PLUS OR MINUS 3% OF THE MOISTURE CONTENT. 2. GRADING TOLERANCES OUTSIDE BUILDING LINES A. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 INCH. B. UNDER PAVEMENTS PLUS OR MINUS } INCH. 3. GRADING TOLERANCES FOR FILL UNDER CONCRETE APPLICATIONS A. PLUS OR MINUS}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i INCH BY j INCH 45 DEGREE CHAMFER. OTHER EXPOSED EDGES SHALL RECEIVE A TOOLED RADIUS FINISH. 3. UPON COMPLETION, REMOVE ALL FORMS INCLUDING THOSE CONCEALED OR BURIED. 4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 4. GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT INTERRUPTED. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS. CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIAL, LITTER AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUND TO A SMOOTH EVEN -TEXTURED SURFACE. 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURE ABOVE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATION INDICATED. IN PARTICULAR THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN 48 HOURS BEFORE YOU DIG, DRILL OR BLAST CALL LOCAL UTILITIES LOCATOR COMPANY. 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THE SITE DURING THE PERFORMANCE OF THIS CONTRACT. 6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, PUBLIC OR PRIVATE PROPERTY TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE, SHALL BE REPLACED. 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA REGULATIONS FOR CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. 11. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 12. MAINTAIN FLOW FOR ALL EXISTING UTILITIES 13. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY THE OWNER OF OWNER'S REPRESENTATIVE ON THE DRAWINGS OR GEOTECHNICAL REPORT RECOMMENDATIONS. 14. CONTRACTOR TO GRADE ALL AREAS OF THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING OR EQUIPMENT PAD AND THE TOWER. 15. IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REGRADING ROADWAY AND ANY DISTURBED AREAS FOLLOWING INSTALLATION OF UTILITIES. 16. NO COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER 17. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THE DEVELOPMENT 18. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL UNLESS OTHERWISE NOTED. 19. ELECTRICAL DRAWINGS HAVE BEEN REVIEWED AND SEALED FOR STRUCTURAL PURPOSES ONLY. AT&T gsmartlink 4 Tr`y'Ion 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 �$ w4,v"774� S 04 WASNr, Jun 30, 20: "Yp� 579666 All �SSI�NALE��� " DRAWING SCALES ARE INTENDED FOR 11"07" SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/26/20 90% CD GOP B 06/19/20 90% CD UPDATE GOP 0 06/30/20 100% CD GOP SITE INFORMATION SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION GENERAL NOTES SHEET No. GN-1 THIS ISNOT A SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION TRUE NORTH, EASEMENTS, A STREET WIDTHS, AND SETBACKS WERE OBTAINED FROM GEOGRAPHIC INFORMATION SYSTEM (GIS) OR OTHER MEANS, AND ARE APPROXIMATE. � (E) BUILDING \ \ \ AT&T ` \ \ (E) BUILDING / (E) BUILDING / ~� gsmartlink ti (E) BUILDING (E) BUILDING / (E) AT&T EQUIPMENT SHELTER W/ (E) & (N) EQUIPMENT LAYOUT �.. A-3 A-3 i / • • � � •� Try I o n / <2�7T'AR"9" (E) FENCED COMPOUND PLAN SEE SHEET A-2 LAYOUT / • / 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 / `l' ' / `��' iN s 5N w G 04 WAs Jun 30, 2020 1-d 57966 cps ��G STERN / o / DRAWING SCALES ARE INTENDED FOR 11"x17" SIZE PRINTED MEDIA ONLY. I / / SUBMITTALS ' �`• / `•/C \ O i / REV DATE DESCRIPTION BY A 015/28/20 901< CD GOP B 09/19/20 90% DID UPDATE GOP ' A14 A24 (E) & (N) AT&T ANTENNAS LAYOUT `. \ � � / ♦ ` � 0 06/30/20 100% CD COP � (E) 49'-0" BUILDING \10 \ / ;IA SITE INFORMATION SITE ID: SN 19 FA NUMBER: 10092438 RFDS NAME & ID: / PARCEL: 0043440 55007 00 / STTLWASN19 & 3592533 SITE NAME: / (E) BUILDING \ EDMONDS / / (E) PROPERTY LINE (TYP.) / , ,' SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 ' SHEET DESCRIPTION I � /I OVERALL SITE PLAN /� (E) BUILDING SHEET No. 1 OVERALL SITE PLAN 0 5 10 20 30 A-1 A-1 SCALE (11" X 17"): 1" = 10'-0" EXISTING & NEW 'AT&T' 2 1 4i ANTENNA PLAN A-4 A-4 F5$ / \ N (E) CURB (TYP.) \ �TQ 270' AZIMUTH / � \ @�smartlink< Try Ion / �FJ \ , 'ORppFR 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 (E) FC12 FIBER/POWER CONNECTOR \ ry MOUNTED ONTO PARAPET WALL \ </�y 1-855-669-5421 \ (E) ROOFTOP CABLE TRAY F \ W/ (6) 7/8"0 COAX, / g�IAN w (E) DC12 FIBER/POWER CONNECTOR STRUT \ (3) FIBER & MOUNTED ONTO PARAPET WALL \ / (6) POWER TRUNK CABLES jS�G WAS�I� \ \ / n (E) ROOF DE \ J / \ \ �Of � G Jun 30, 2020 � ��O \ \ 57966� �Aw �NALE \ (E) OTHER CARRIERS \ / \ ROOFTOP ANTENNA MOUNT 0 / \ DRAWING SCALES ARE INTENDED FOR 11•x17• SIZE PRINTED MEDIA ONLY. \ SUBMITTALS REV DATE DESCRIPTION BY \ A 05/26/20 90% CD GDP B 06/19/20 90% CD UPDATE GDP EXISTING & NEW 'AT&T' 2 1 G OlStW/21) 100% CD GDP EQUIPMENT PLAN A-3 A-3 SITE INFORMATION SITE ID: FA NUMBER: 10092438 \ RFDS NAME & ID: STTLWASNI9 & 3592533 (E) SUBJECT t30.5' SITE NAME: oQ/ 2� BUILDING � (E) ROOF DE EDMONDS SITE ADDRESS: / 406 MAIN STREET / EDMONDS, WA 98020 / SHEEP DESCRIPTION / EXISTING & NEW 'AT&T eei ANTENNA PLAN A-4 A-4 ENLARGED SITE PLAN SHEET No. 1 ENLARGED SITE PLAN o z'-o" 4'-0" a'-o" 12'-0• A-2 SCALE (11" X 17"): 1/4" = 1'-0" A-2 W� W wl� N N smartlink (E) BATTERY (E) BATTERY Try I o n RACK (TYP. 4) j\ RACK (TYP. 4) /\ ��:: . i ►, 1825 W. WALNUT HILL LANE, SUITE 120 (E) LTE RACK (E) LTE RACK \\ IWNG, TEXAS 75038 1-855-669-5421 / �\\\ (E) HVAC UNIT (E) FIF RACK B `.`/ (E) HVAC UNIT (E) FIF RACK 4 wG / B / VA //� VA 5���N WAs (E) 0/H CABLE h` \ \ LADDER, (TYP.) A�AA (E) 0/H CABLE h� j \ LADDER, (TYP.) OF (E) A/C SUB —PANEL (E) A/C SUB —PANEL /, we I // �� /, >� I .` �� p�57966�0 +��� GISTER (E) CABLE `�� ENTRY PORT ��` / (E) CABLE .�� ENTRY PORT ��e / SI�NAL�� DRAWING SCALES ARE INTENDED FOR 11'x17' SIZE PRINTED MEDIA ONLY. % 4 mod` /\ / GSM CABINET �/ +'C` / 1 \ \ GSM CABINET SUBMITTALS REV DATE DESCRIPTION BY ^\ / (E) / B: If / (E) \/ i / / y, (E) UMTS CABINET / � / �/ r �� (E) UMTS CABINET +�^�> A 05/26 /20 90% CD GDP B 06/19/20 90% CD UPDATE GOP \ �vh�1` �`> <\\ ; �vA+ / i \ B / 41, ` 0 06/30/20 100% CD OOP (E) NEAMA 1 • / BOX / ^ / (E) NEAMA BOX / (E) CABLE ENTRY PORT B (E) CABLE ENTRY PORT / / / (E) ARGUS POWER RACK �B \ / (E) ARGUS POWER RACK SITE INFORMATION (E) A/C PANEL \ \ \\\ (E) A/C PANEL \ \\\\\ / INSTALL (3) CORDEX (E) TELCO BACKBOARD / v (E) TELCO BACKBOARD / 44�g 2KYy \, CONVERTERS. SITE ID: SN 19 (E) UMTS DIPLEXERS (E) UMTS DIPLEXERS A NUM (TYP OF 6) (TYP OF 6) 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION EXISTING & PROPOSED EQUIPMENT SHELTER PLANS SHEET No. 1 EXISTING EQUIPMENT SHELTER PLAN 2 PROPOSED EQUIPMENT SHELTER PLAN A-3 A-3 SCALE (11" X 17"): 1 /2" = 1"-0" 0 1 -0 2 -0 4 -0 6 -0 A-3 SCALE (11" X 17"): 1/2" = 1"-0" 0 1'-0" 2'-0" 4'-0' 6'-0' Cl C2 fi �i \ B4 \ C3 \ "e C4 SCR'\M // SECTOR 'B' B3 270 AZIMUTH (E) AT&T ANTENNA (KATHREIN - 742-264) B2 TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T ANTENNA (KATHREIN - 80010991) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) Bl (E) AT&T ANTENNA (KATHREMI - 80010885) �d BE REMOVED &REPLACED (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T TMA (TT19-08BP111-001) TO REMAIN (TYP. OF 1 PER BETA AND GAMMA SECTOR, TOTAL OF 2) (E) FC12 FIBER/POWER CONNECTOR MOUNTED TO TO PARAPET WALL TO REMAIN (E) DC12 FIBER/POWER CONNECTOR STRUT MOUNTED 0 PARAPET WALL TO REMAIN (E) AT&T 700 RRH (B14 16OW FRBI) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T WCS RRH (RRH4x25-WCS-4R) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) AT&T 1900 RRH (825 RRH4X30-4R) TO BE RELOCATED C". OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T AWS RRH (B66A RRH4X45-4R) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T TMA (ETB19G8-12UB) TO REMAIN OF 2 PER ALPHA SECTOR, TOTAL OF 2) (((TYP. (WNW � $0 BE&T700RRH RELOCATED C". OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T DC2 TO REMAIN (TYP. OF 3 PER SECTOR, TOTAL OF 9) (E) AT&T CABLE TRAY A4 Qlm ;IA Al 1 EXISTING ANTENNA PLAN A-4 SCALE (11" X 17"): 3/8" - 1"-0" 0 1'-4' 2'-8' 5'-4' 8'-0' T Cl C2`�/� B4 C4 *ORS 270' AZIMUTH B3 E ANTENNA (KATHREIN 264) B2 (TYP. OF SECTOR, TOTAL OF 3) RS (E) AT&T ANTENNA (KATHREIN - 80010991) (TYP. OF 1 PER SECTOR, TOTAL OF 3) B1 (E) AT&T TMA (TT19-08BP111-001) (TYP. OF 1 PER BETA AND GAMMA SECTOR, TOTAL OF 2) (N) AT&T ANTENNA (KATHREIN - 80010965) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) FC12 FIBER/POWER CONNECTOR MOUNTED TO TO PARAPET WALL (E) DC12 FIBER/POWER CONNECTOR STRUT MOUNTED 0 PARAPET WALL AT&T DIPLEXER (KATHREIN - 78211288) (TYP. OF 2 PER SECTOR, TOTAL OF 6) (AHCA) INSTALL (N) DUAL MOUNT (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T 700 RRH (B14 16OW FRBI) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T WCS RRH (RRH4x25-WCS-4R) (TYP. OF 1 PER SECTOR, TOTAL OF 3) RELOCATED (E) AT&T 1900 RRH (825 RRH4X30-4R) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T AWS RRH (866A RRH4X45-4R) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T TMA (ETB19G8-12UB) (TYP. OF 2 PER ALPHA SECTOR, TOTAL OF 2) RELOCATED (E) AT&T 700 RRH (RRI4200W_7l) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T DC2 (TYP. OF 3 PER SECTOR, TOTAL OF 9) (E) AT&T CABLE TRAY A4 m� R m A3 ;IA A2 v Al 2 PROPOSED ANTENNA PLAN A-4 SCALE (11" X 17"): 3/8" = 1"-0" 0 1'-4' 2'-8" 5'-4" 8'-0' AT&T smartlink Trylon • i • 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 S��$,0 WASH CC VQ Jun 30, 2020 57966 k� O� GIST'-P �� ��SIONAL E��1 DRAWING SCALES ARE INTENDED FOR 11'x17' SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/26/20 90R CD OOP B 011/19/20 90% CD UPOATE OOP 0 011/30/20 100% CD OOP i SITE INFORMATION i SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION EXISTING & PROPOSED ANTENNA PLANS SHEET No. A-4 TOP OF E BUILDING ELEV.= 41 —6 t AGL E AT&T ANTENNA TIP HEIGHT ELEV. - 39 —4 t AGL E AT&T ANTENNA TIP HEIGHT ELEV. = 39 —2 t AGL E AT&T ANTENNA TIP HEIGHT ELEV. = 38 —2 t AGL E AT&T ANTENNA RAD CENTER ELEV. = 36 —0 t AGL E TOP OF ROOF DECK ELEV. 30'-6"t AGL (E) AT&T TMA (TT19-08BP111-001) TO REMAIN (TYP. OF 1 PER BETA AND GAMMA SECTOR, TOTAL OF 2) (E) AT&T TMA (ETB19G8-12UB) TO REMAIN (TYP. OF 2 PER ALPHA SECTOR, TOTAL OF 2) (E) AT&T DC2 TO REMAIN (TYP. OF 3 PER SECTOR, TOTAL OF 9) (E) AT&T 700 RRH (B14 160W FRBI) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T WCS RRH (RRH4x25—WCS-4R) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T AWS RRH (866A RRH4X45-4R) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T ANTENNA (KATHREIN — 742-264) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T ANTENNA (KATHREIN — 80010991) TO REMAIN (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T ANTENNA (KATHREIN — 80010865) TO BE REMOVED & REPLACED (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E)AT&T 1��� 900 (B25 RRH4X30-4R) BE R(TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) BE RELOCATED (RRH2x40W_7L) (TV. OF 1 PER SECTOR, TOTAL OF 3) 1 EXISTING ELEVATION A-5 SCALE (11" X 17"): 3/16" = 1"-0" PVOF E BUILDINGO-6ELEAGL dt N AT&T ANTENNA TIP HEIGKr ELEV. - 39 -4 t AG E AT&T ANTENNA TIP HEIGHT ELEV. 38 -2 t AGL de N AT&T ANTENNA RAD CENTER ELEV. - 35'-0 t(AGL E TOP OF ROOF DECK ELEV. = 30 -6 t AGL (E) AT&T TMA (TT19-08BP111-001)---' (TYP. OF 1 PER BETA AND GAMMA SECTOR, TOTAL OF 2) (E) AT&T TMA (ETB19G8-12UB) (TYP. OF 2 PER ALPHA SECTOR, TOTAL OF 2) (E) AT&T DC2 (TYP. OF 3 PER SECTOR, TOTAL OF 9) (E) AT&T 700 RRH (B14 16OW FRBI) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T WCS RRH (RRH4x25-WCS-4R) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T AWS RRH (B66A RRH4X45-4R) (TYP. OF 1 PER SECTOR, TOTAL OF 3) 0 2'-8" T-4" 10'-8' 16'-0" (E) AT&T ANTENNA (KATHREIN - 742-264) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) AT&T ANTENNA (KATHREIN - 80010991) (TYP. OF 1 PER SECTOR, TOTAL OF 3) -(N) AT&T ANTENNA (KATHREIN - 80010965) (TYP. OF 1 PER SECTOR, TOTAL OF 3) N) AT&T DIPLEXER (KATHREIN - 78211288) OF 2 PER SECTOR, TOTAL OF 6) 10I (E) BUILDING (N) AT&T 850 RRH (135 16OW MCA) (IYP. OF 1 PER SECTOR, TOTAL OF 3) RELOCATED (E) AT&T 1900 RRH (B25 RRH4X30-4R) CM. OF 1 PER SECTOR, TOTAL OF 3) RELOCATED (E) AT&T 700 RRH (RRH2x4OW-7L) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (E) BUILDING AT&T <�smartiink A" Try I o n 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 N w�� F, T co �r vu�-/ ^ ' Jun 30, 20 Q57966W� �GISTV �SSIONAL V140 DRAWING SCALES ARE INTENDED FOR 11'x17' SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/26/20 90% CD GOP B 06/19/20 90% CD UPDATE GOP 0 06/30/20 100x CD GOP f SITE INFORMATION 1 SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION EXISTING & PROPOSED TOWER ELEVATIONS SHEET No. A-5 SCALE (11" X 17'): 3/16' = 1"-0" 0 2'-8" 5'-4" 10'-8' 16'-0' SN19 ANTENNA AND EQUIPMENT SCHEDULE STTLWASNI9 & 3592533 ANTENNA SECTOR TECH AZIMUTH RADIOS/TMAs HYBRID CABLES MANUFACTURER MODEL N0. (PORT) SIZE & WEIGHT STATUS RAD CENTER 2 L700 180' KATHREIN 80010865 75.6"x14.8"x6.7' EXISTING 36'-0" (1) (E) 825 RRH4X30-4R L1900 (".1 Ibs) (1) (E) RRH2x4OW-7L 3 JE10 LTE700 180' KATHREIN 80010991 78.7OO/"x20.O"x6.9" (100.9 Ibs) EXISTING 36'-0" (1) (E) 866AXRRH4X45-4R w LTEWCS 1 E B14 16OW FRBI N 4 U190 /U1900 180' KATHREIN 742-264 51.(36.4 lbs) (36.4 Ibs) EXISTING 36'-0" (2) (E) EfB19G8-12UB 2 270' KATHREIN 80010865 7S'(�11 EXISTING 36'-0" (1(1)E(E) O7LR (`1 L1900 �)'r RRH2x40W 0 3 TE1900 LTE700 270' KATHREIN 80010991 78.7"x20.0%6.9" (100.9 Ibs) EXISTING 36'-0" 1 x — (1) (E) B66A RRH4X45-4R (6) (E) 7/8" COAX F- LTEWCS 1 E B14 160W FRBI (6) (E) DC CABLES LL.I U850 51.8"x10.3"x5.5" (3) (E) FIBER CABLE 0 4 /U1900 270' KATHREIN 742-264 (36.4 Ibs) EXISTING 36'-0" (1) (E) TT19-08BP111-001 2 2r KATHREIN 80010865 75.6"x14.8"x8.7' EXISTING 36'-0" (1) (E) 825 RRH4X30-4R M L190/ (66.1 Ibs) (1) (E) RRH2x4OW-7L O 3 TE1900 LTE700 25' KATHREIN 80010991 78.7"x20.0"x6.9" (100.9 Ibs) EXISTING 36'-0" x — — (1) (E) 866A RRH4X45-4R U LTEWCS 1 E B14 160W FRBI LLI N 4 U850 /U1900 40 KATHREIN 742-264 51.(36.4 lbs) (36.4 Ibs) EXISTING 36'-0" (1) (E) TT19-08BP111-001 EXISTING ANTENNA SCHEDULE NT.w 11 SN19 ANTENNA AND EQUIPMENT SCHEDULE STTLWASNI9 & 3592533 ANTENNA SECTOR TECH AZIMUTH RADIOS/TMAs HYBRID CABLES MANUFACTURER MODEL N0. (PORT) SIZE & WEIGHT STATUS RAD CENTER 180' KATHREIN 80010065 7&7"x20.O'x6.9" NEW 3W-0" 1 E ))B25 RRH4X30-4R (11(%,R1H60W ' L1900 (97.8 Ibs) AHCA OTE1900 3 LTE700 180' KATHREIN 80010991 78.7"x20.0"x6.9" EXISTING 36'-0" KKH4x — — (1) (E) 866A RRH4X45-4R 0 O LTEWCS (100.9 Ibs) 1 E 814 160W FRBI N 4 U850 /U1900 180 KATHREIN 742-264 51.(36.4 lbs) (36.4 Ibs) EXISTING 36'-0" (2) (E) ETB19G8-12UB L700 270' KATHREIN 80010965 7& NEW 36'-0" (1)(E) E(E)2 RH2x4OW o7L R 1900 (97.6 lbs6.9' (97.8 Ibs) 1 5 160W ANCA 0 3 TE1900 LTE700 270' KATHREIN 80010991 78.7"x20.0"x6.9" EXISTING 36'-0" x (1) (E) 866A RRH4X45-4R (6) (E) 7/8" COAX LTEWCS (100.9 Ibs) 1 E B14 16OW FRBI (6) (E) DC CABLES Lvi U850 51.(36.4 (3) (E) FIBER CABLE N 4 /U1900 270' KATHREIN 742-264 (36.4 Ibs) lbs) EXISTING 36'-0" (1) (E) TT19-08BP111-001 L70p 27 KATHREIN 80010965 7&7x20.0'x6.9' NEW 36'-0' 1 E ))825 RRH4X30-4R (1 R1H60W 1900 (97.6 Ibs) 1(E) AHCA 0 3 LTE700 26 KATHREIN 80010991 78.7"x20.0"x6.9" (100.9 Ibs) EXISTING 36,-0" (1) (E) B66AXRRH4X45-4R F- LTEWCS 1 E 614 16OW FRBI LLJ (A4 U850 /U1900 40 KATHREIN 742-264 51. (36.4 (36.4 lbs) EXISTING 36'-0" (1) (E) TT19-08BP111-001 NEW ANTENNA SCHEDULE AMT smartlink • Try I o n 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 >� oW Ash r7 0� V7� Jun 30, 20 57966 Off, FGIs TER� ��SIONAL V- DRAWING SCALES ARE INTENDED FOR 11"x17" SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/26/20 90% GD OOP B 06/19/20 90% CO UPDATE COP 0 06/30/20 Ion CD OOP r SITE INFORMATION i SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASNI9 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION ANTENNA AND EQUIPMENT SCHEDULE SHEET No. A-6 sGA<E: 2 N.T.S. EQUIPMENT SPECIRCATION3 MANUF. KATHREIN MODEL # 80010965 HEIGHT 78.7" WIDTH 2O.0" DEPTH 6.9" WEIGHT 97.6 LBS. ePROPOSED 80010965 ANTENNA DETAIL A—� SCALE: NTS NUT, HEX, M10 GALVANIZED, WAS LK, SPLT, M10 GALVANIZED, NUI M12 STEEL GALb PIPE CLAMP BRA NO FLANGE WASHER, FLAT M12, 13X28X2.5 STEEL GALVANIZED NUT, HEX M12 STEEL GALVANIZED BOLT, CARRIAGE, M12 X200 STEEL GALVANIZED PROPOSED AT&T LTE 4C PANEL ANTENNA SCR, HH, HEX M8X25, SST, PASS, WASHER, LK, SPLT, M8, STEEL GALVANIZED BOLT, CARRIAGE, M12 X200 STEEL GALVANIZED PIPE CLAMP BRACKET, NO FLANGE WASHER, FLAT M12, 13X28X2.5 STEEL GALVANIZED NUT, HEX M12 STEEL GALVANIZED ePROPOSED ANTENNA MOUNTING DETAIL A-7 SCALE: NTS NOKIA NOKIA AIRSCALE RRH 4T4R B5 160W AHCA DIMENSIONS, HXWXD WEIGHT: 11.6" NOKIA 337 X 295 X 165 (MM) 13.3" X 11.6" X 6.5" 16.7 (kg) 36.8 IDS 10 U Li Li Li Li ':■o COZO, , 1111111 ePROPOSED B5 160W AHCA DETAIL A—� SCALE: NITS T9CnnWal Data 3 T>oa Ma. 78211287 � 78211288 MOBUM mom° naune um Pave oera 9erdt [fix[ fl9B-8BB 9eM2 [nWx[ 82d-9B0 IrrselSpn low Por11 c*[E/t3 [dB] CBS j0A8-708 M1trX s0.5 C78B-BOB MFW Pce92�i Port3 CtlB[ ca.5{B3a-B3S MFtQ cff.91B36-»iI hFIQ IsolaBon Port t ei Part2 [tlB1 : BO VFAM ei.2{�8-6[18 MHx/826-9B0 MHxl Impadanca [}9 50 IrtpR �� F3mltl i/ t3e� 2 c 500 f c 500 Iplampdolatipn pmdmt [dtxa <-1aou1^adar,rBn2. �11» T peeenne renge 1'CI`PI ao... ,so-00._.id0 rmnectms T-tes lemma Ilorg nano Applbellm Iltloo� ee aMm�LIP BB) [ICAAt90 tra�la v Pui 1 s+PoR3 inPl Aulo-wnw pnax 2BOOi Pcei2tr Rx[9 P'W Aulo-unaa Qnax 2WOt LgnNing prtaecuml Iwy 3, tO�a50 Ps � ManSnp [mm N HSI maudin0.lYRh 4 wrexs (max 8 � B81 B d'ena#er) M� nrourfilq: W tli imlu�d damp rat Yfalpm BW IN 9Yf21a llri[ 2.5 5.51 f Dopde l.(YI: SA Ft.UZ Pac"'w slm Pnml�l s:,yeuln:3csxzssxtasltd.srxa.zsxssl roauweamc 36s.2ssxztolid.aixe.zsxes� Drre�nre [w xney Immliry str}eunn: tBavvnsaeo.ale.vzxari xa.n;oauae uc lsaelro.selBs.slBn2xe.�t sa.s2 Ixttnaln ponneMnls wnlnul mounnng nredeeea? ePROPOSED 7821 1288 DIPLEXER DETAIL A—� SCALE: NTS RRH UNISTRUT MOUNT DETAIL Y ALU RRH O MOUNTING PLATE UNISTRUT MOUNTING BRACKET P3000HS WITH P1012S CHANNEL CHANNEL NUTS OR ® 0 EQUIVALENT (TYP.) ® BOLT AT 2'-0" SPACING ePROPOSED RRH MOUNTING DETAIL A—� SCALE: NTS eNOT USED A—� SCALE: NTS AT&T @�smartlink . • • a Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 WASco H cG " Jun 330, 2020 1-0 O' GIST'-P ��SIONAL DRAWING SCALES ARE INTENDED FOR 11"x17" SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/26/20 90% CD GOP B 06/19/20 90% CD UPDATE GOP 0 09/30/20 100% CD GOP r SITE INFORMATION i SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION EQUIPMENT DETAILS SHEET No. A-7 AT&T \ w NY Cl x C2 `g'R 64 smartlink \ C3 C4 B3 AWG GREEN STRANDED i �: Try I o n (N) /a B2 WIRE PER MANUFACTURER'S .. .7 SPECIFrCATIONS 1825 W. WALNUT HILL LANE, SUITE 120 (E) AT&T ANTENNA (KATHREIN — 742-264) 1 1 N 55T 669 54218 (TYP. OF 1 PER SECTOR, TOTAL OF 3) 03) 991) 61 (P. NPERNA (KATHREIN - OF 1 SECTOR, TOTAL OF ����j3AN s �� (E) AT&T TMA (TT19-08BP111-001) cl�e (TYP. OF 1 PER BETA AND GAMMA SECTOR, �V Jun 30, 2020 TOTAL OF 2) / (N) AT&T ANTENNA (1140 IREIN - 80010965) ��� �b 57966� c� GISTER CM. OF 1 PER SECTOR, TOTAL OF 3) � �SSI�NAL N/A DRAWING SCALES ARE INTENDED FOR 11"x17" SIZE PRINTED MEDIA ONLY. N) AT&T DIPLEXER (KATHREIN - 78211288) SUBMITTALS OF 2 PER SECTOR' TOTAL OF 6) N) AT&T 850 RRH (B5 16OW N" REV DATE DESCRIPTION BY A 05/26/20 90% CD GOP INSTALL ON (N) DUAL MOUNT (7YP. OF 1 PER SECTOR, TOTAL OF 3) B 06/19/20 90% CD UPDATE GDP (E) AT&T 700 RRH (614 160W FRBI) (TYP. OF 1 PER SECTOR, TOTAL OF 3) 0 06/30/20 100% CD GOP (E) AT&T WCS RRH (RRH4x25-WCS-4R) (TYP. OF 1 PER SECTOR, TOTAL OF 3) RELOCATED (E) AT&T 1900 RRH (825 RRH4X30-4R) (TYP' of 1 PER SECTOR, TOTAL OF 3) SITE INFORMATION (E) AT&T AWS RRH (B66A RRH4X45-4R) SITE ID: (TYP. OF 1 PER SECTOR, TOTAL OF 3) SN 1 9 (E) AT&T TMA (ETB19G8-12UB) FA NUMBER: (TYP. OF 2 PER ALPHA SECTOR, TOTAL OF 2) 10092438 RELOCATED (E) ATacT 700 RRH (RRH2x4OW-7L) RFDS NAME & ID: (TV. OF 1 PER SECTOR, TOTAL OF 3) STTLWASN19 & 3592533 SITE NAME: (E) AT&T DC2 EDMONDS (TYP. OF 3 PER SECTOR, TOTAL OF 9) SITE ADDRESS: LEGEND (E) AT&T CABLE TRAY LEGEND 406 MAIN STREET EDMONDS, WA 98020 ■ EXOTHERMIC CONNECTION A4 ■ EXOTHERMIC CONNECTION SHEEP DESCRIPTION • COMPRESSION CONNECTION • COMPRESSION CONNECTION Iq NOTE: ANTENNA GROUND BAR - ALL NEW EQUIPMENT MUST BE GROUNDED TO GROUND RING OR HALO PER AT&T SPECIFICATIONS. - CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND ;Ia ANTENNA GROUND BAR A2 GROUNDING PLAN MASTER GROUND BAR GROUNDING CONNECTIONS AS REQUIRED. V MASTER GROUND BAR Al SHEET No. 1 EQUIPMENT SHELTER GROUNDING PLAN 2 ANTENNA MOUNT GROUNDING PLAN E-1 E-1 SCALE (11" X 17"): N.T.S E-1 SCALE (11" X 17"): 3/8" = 1"-0" 0 1'-4" 2'-8" 5'-4" 8'-0" MECHANICAL DOWN TILT ANTENNA MOUNTING BRACKET COAX GROUNDING KITS TYPICAL (6) MTC 976715 — 15' MTC 976720 — 20' TWO HOLE LONG BARREL COMPRESSION LUGS /GROUND LEAD ATTACHED TO PIPE WITH EXOTHERMIC WELD —� TO SECTOR GND BAR PIPE (2" TO 4' OD AS PER STRUCTURAL AND/OR MANUFACTURER SPECIFICATIONS) _RRU MOUNTED TO PIPE (4 \GROUNDING WIRE CONNECTION —2 MOUNTING BRACKET FLEXIBLE CONDUIT SCHED. 40 PVC i ANTENNA N WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT, SEE DETAIL 7 ON THIS SHEET %6 AWG STRANDED COPPER GROUND WERE (GROUNDED TO GROUND BAR) (SEE NOTE 1 do 2) NOTES 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO —HOLE LUG 3. WEATHER PROOFING SHALL BE ANDREW TWO—PART TAPE SUPPLIED WITH KIT. COLD SHRINK SHALL NOT BE USED TO LOW NOISE AMPUFIER UNITS TO TRANSMIT (LNA) (WHEN REQUIRED) AND ANTENNA RECEIVE ANTENNA 1 rrXI RX1/RX2 TIT TITRX1/RX2 I I I I COAX JUMPER REQUIRED I I I I PER MANUFACTURER'S I I I I STANDARD GROUNDING KIT, TYP., RECOMMENDATION OR FOR I I I I i SEE DETAIL 7 ON THIS SHEET EASE OF CONNECTION (TYP) S I I I ANTENNA CABLE TO STS, TYP. CONNECTOR WEATHERPROOFING `� ' 6 AWG STRANDED COPPER KIT• TYP. CONDUCTOR WITH GREEN, BOOV, FROM LNA �,; ••� ,\ / THWN-2 INSULATION GROUNDING BAR, ANDREW PART (WHEN REQUIRED) ,,\ ,\ III UGBKIT-0424—T (TINNED). A LOCKBOX IS REQUIRED AT GRADE TASSCO PART / 351546. ANTENNA HEIGHT WILL 2 AWG TINNED, SOLID DETERMINE NUMBER OF COPPER CONDUCTOR GROUNDING BARS AND THEIR EXOTHERMIC WELD TO LOCATION GROUNDING BUS GROUNDING BAR CONNECTION DETAIL ANTENNA MAST (N) RRU, TYP. DOWNTILT BRACKET (P� PANEL ANTENNA (N) RRU, TYP. II I II I II I II I II I II I 11 I )l I (N) COPPER GROUND BUS BAR (N) 1/2' COAX JUMPER SURGE SUPPRESSION LOCKWASHER, TYP. NUT, TYP. TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR GROUND BAR GROUNDING WIRE GROUNDII CAB ;HER, TYP. /2- HEX BOLT BARE COPPER TO TO ABSOLUTE NO INSULATION n wtu WITHIN THE COMPRESSION TERMINAL, TY NOTES: 1. 'DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS AND TO BE APPLIED PRIOR TO ADDING HARDWARE. o o 0 0 o s o 0 o g s s 0 0 M m c4 0.000 1 1:Z2 , O O O O O 2.000 11 Q 2.500 (D (D (D (D (D O \Z: 2.875 3.500 (D (D (D (D (D 4.000 u ` 5620 (8) NO. R415GM INSULATOR .4370 (56) TOWER BRACING MEMBER TYPE SS >_'.4444 TYPE XA TYPE GT TYPE W TYPE HA MANUFACTURER: HARGER OR APPROVED EQUAL 12") GROUND BAR DETAIL TYPE VB O O TYPE GL LUG TYPE VS AW AT&T gsmartlink Try I o n 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 Of WAS7r> Jun 30, 20. 57966 �GISTER� ASSj�NALE�� DRAWING SCALES ARE INTENDED FOR 11"x17" SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/28/20 90R CD GOP B 06/19/20 90R CD UPDATE GOP 0 06/30/20 100% CD GOP SITE INFORMATION SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDEVE ONDS, WA 98020 TYPE RR SHEET DESCRIPTION GROUNDING DETAILS SHEET No. E-2 RRU GROUNDING DETAIL A r* Pte 3 firTLj- J-- Ha I 1 0 wwFEE GR19mm I Own 1111111 (�;PLUMBING DIAGRAM FOR ALPHA SECTOR r yr_ AT&T gsmartlink -E,Try I o n 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 SgAN K'q4,� WASIrr, G Jun 30, 20, 57966� w� GISTEg SSIONAL��G DRAWING SCALES ARE INTENDED FOR 11'x 17' SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/28/20 9OX GO GOP B 06/19/20 9OX GO UPDATE GOP 0 06/30/20 100% CD GOP SITE INFORMATION SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION PLUMBING DIAGRAM SHEET No. RF-1 `i . I.or B T TO LH Flail LID rse•er �++.• l 1PLUMBING DIAGRAM FOR BETA SECTOR F— AT&T gsmartlink �0"" T r y I o n 1825 W. WALNUT HILL LANE, SUITE 120 IRMNG, TEXAS 75038 1-855-669-5421 WA SN cG e To Jun 30, 2020 �cisTaR� k ��SIONAL��� DRAWING SCALES ARE INTENDED FOR 11'x17' SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/26/20 90% CD GOP B 08/19/20 90R CD UPDATE GOP 0 0"/20 100% CD OOP i SITE INFORMATION i SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION PLUMBING DIAGRAM SHEET No. RF-2 Art rL%o 3 Em .-,JT T ll� $cr c J,ji� H4uh . . w rV 1PLUMBING DIAGRAM FOR GAMMA SECTOR F— Art rm 4 is . = =a AT&T gsmartlink e Trylon 1825 W. WALNUT HILL LANE, SUITE 120 IRVING, TEXAS 75038 1-855-669-5421 �oWA G 00 ox Jun 30, 2020 57966 w� �SSI�NALE�G DRAWING SCALES ARE INTENDED FOR 11"07" SIZE PRINTED MEDIA ONLY. SUBMITTALS REV DATE DESCRIPTION BY A 05/28/20 90R GO GOP B 06/19/20 90R GO UPDATE GOP 0 06/30/20 100% CD GOP SITE INFORMATION SITE ID: SN19 FA NUMBER: 10092438 RFDS NAME & ID: STTLWASN19 & 3592533 SITE NAME: EDMONDS SITE ADDRESS: 406 MAIN STREET EDMONDS, WA 98020 SHEET DESCRIPTION PLUMBING DIAGRAM SHEET No. RF-3