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APPROVED BLD PLN BLD2021-0850+Architectural_Plan+6.17.2021_3.33.07_PM+2256744PROJECT INFORMATION SITE NAME: EDMONDS PARKWAY/SNOPUD/HECOX SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 COUNTY: SNOHOMISH COUNTY LATITUDE: 47' 48' 01.0" N (47.800278) LONGITUDE: 122' 21'41.3" W (-122.361472) GROUND ELEVATION: 376.3' AMSL STRUCTURE HEIGHT: 90'-1" (TOP OF MONOPOLE) JURISDICTION: CITY OF EDMONDS PARCEL: 00373600700901 PARCEL SIZE: 0.33 ACRES ZONING: RS-8 OCCUPANCY: U CONSTRUCTION INFORMATION: AREA OF CONSTRUCTION: EXISTING/NO CHANGE CONSTRUCTION TYPE: II—B PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED TOWER OWNER: SNOHOMISH COUNTY PUD PO BOX 1107 EVERETT, WA 98206 PROPERTY OWNER: WILLIAM HECOX 21909 96TH AVE W EDMONDS, WA 98020 APPLICANT: T—MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PROJECT TEAM SITE ACQUISITION: PROJECT CONSULTANT RYKA CONSULTING MORRISON HERSHFIELD CORP. 5628 AIRPORT WAY S, SUITE 330 600 STEWART ST, SUITE 200 SEATTLE, WA 98108 SEATTLE, WA 98101 CONTACT: JESSICA PIERCE CONTACT: ROY LORETE PHONE: (206) 523-1941 PHONE: (206) 708-9031 r1 orete0mo rri so n h ers hf i eld. com PERMITTING: ENGINEER: RYKA CONSULTING G. LANCE COOKE 5628 AIRPORT WAY S, SUITE 330 MORRISON HERSHFIELD CORP. SEATTLE, WA 98108 PHONE (503) 595-9128 CONTACT: CHRISTINE CONTRERAS Icooke0morrisonhershfield.com PHONE: (206) 523-1941 ccontrera s0ryka consu Iti n g. com T—MOBILE CONSTRUCTION MANAGER ARCHITECT: T—MOBILE ROBERT LARA CONTACT: KEITH ELWELL MORRISON HERSHFIELD CORP. PHONE:(425) 753-3458 PHONE (954) 577-4655 kelwellOrykaconsu Iting.com M"m - " k -1 ®ems SITE NAME: EDMONDS PKWY/SNOPUD/HECOX SITE ADDRESS: T-MOBILE SITE NUMBER: PROJECT: VICINITY MAP Ylh R Ew L - g i 22Dth St SW 220th St SW i NOT TO SCALE NORTH SCOPE OF WORK T—MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE FOLLOWING: TOWER SCOPE: • REPLACE EXISTING WOOD UTILITY POLE (POLE REPLACEMENT BY SNOPUD) • REMOVE EXISTING ANTENNA AND EQUIPMENT MOUNTS • INSTALL NEW ANTENNA MOUNT • REMOVE (3) HEX ANTENNA • INSTALL (3) OCTO ANTENNA, (3) AEHC • REMOVE (2) FXFB, (3) FRIG, (3) FRLB • INSTALL (3) AHLOA, (3) AHFIG • REMOVE (1) COVP • REMOVE (12) DIPLEXERS • REMOVE (6) 1-5/8" COAX • REMOVE (1) 300' HCS 1.0 CABLE • INSTALL (1) HCS 2.0 W/ PENDANT • INSTALL (1) HCS 2.0 W/ PENDANT AND VOLTAGE BOOSTER GROUND SCOPE: • REMOVE (1) POWER RACK • INSTALL (1) 600A POWER RACK • INSTALL (2) HCS 2.0 JUNCTION BOX • INSTALL CUBE ON EQUIPMENT BUILDING INTERIOR WALL AND RELOCATE LEC ROUTER TO IT • REMOVE/INSTALL BASE BAND MODULES PER RFDS • REPLACE APPLETON PLUG W/ CAM LOC • INSTALL OVERHEAD CABLE LADDER ATTACHED TO EXPOSED JOISTS PER PLAN • INSTALL (1) NEW FSMF, (2) AMIA W/ BASEBAND MODULES PER RFDS, NEW CSR IXRe IN HPL3 DESIGN BASED ON: RFDS ANCHOR VERSION 6, DATED 02/18/2021 4:49:25 PM 21909 96TH AVE W EDMONDS, WA 98020 SE01575A ANCHOR/1-1900/1-600 DIRECTIONS DIRECTIONS TO SITE (FROM T—MOBILE OFFICE, BOTHELL, WA): • TURN RIGHT TO MERGE ONTO 1-405 N TOWARD EVERETT • TAKE THE EXIT ONTO 1-5 S TOWARD SEATTLE • TAKE EXIT 179 FOR 220TH ST SW TOWARD MOUNTLAKE TERRACE • TURN RIGHT AT 20TH ST SW • TURN RIGHT AT 96TH AVE W; DESTINATION WILL BE ON YOUR RIGHT APPROVALS APPROVAL SIGNATURE DATE PROJECT MANAGER T—MOBILE RF ENGINEER SITE ACQUISITION CONSTRUCTION MANAGER SITE OWNER T—MOBILE DEVELOPMENT MANAGER T—MOBILE CONSTRUCTION MANAGER T—MOBILE OPS MANAGER T—MOBILE REGULATORY REVIEW T—MOBILE PROJECT MANAGER INDEX OF DRAWINGS SHEET DESCRIPTION TITLE SHEET GENERAL NOTES SITE PLAN EQUIPMENT PLAN TOWER PROFILE CONSTRUCTION DETAILS T-1 T-2 A-1 A-1.1 A-2 A-3 A-4 CONSTRUCTION DETAILS A-5 CONSTRUCTION DETAILS A-6 CONSTRUCTION DETAILS A-7 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATION RF-2 PLUMBING DIAGRAM RF-3 TYPICAL SECTOR SFP E-1 EQUIPMENT ELECTRICAL/GROUNDING PLAN E-2 WIRING DIAGRAMS E-3 WIRING DIAGRAMS E-4 ANTENNA GROUNDING SCHEMATIC E-5 GROUNDING DETAILS — TRAFFIC CONTROL PLAN (BY OTHERS) r: CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS 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: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL FIRE CODE (IFC) 2020 NATIONAL ELECTRIC CODE (NFPA 70) a CONTRACTOR TO CALL TO VERIFY UTILITIES AT Q Q LEAST TWO WORKING DAYS PRIOR TO DIGGING Know what's below. Call before you dig. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. T0-Mobl. 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA#CON,SULTMWG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www. morrlson h emhfield.com MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: TITLE SHEET SHEET NUMBER: T-1 ARCHITECTURAL GENERAL NOTES ELECTRICAL GENERAL NOTES COMPOUND NOTES 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. 3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 6. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 7. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 8. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 9. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 10. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO MORRISON HERSHFIELD. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 11. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH (4) COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 13. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. A. GENERAL 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 3. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF T-MOBILE & LAND/TOWER OWNER 4. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED GENERAL CONTRACTOR IS RESPONSIBLE FOR VED. REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 5. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. B. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 3. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 4. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING. C. CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN). INSULATION SHALL BE RATED FOR 90 DEG. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. D. GROUNDING 1. ALL LIGHTNING PROTECTION GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS. 2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD. 3. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90% GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 4. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO T-319 GALVANIZING BAR. 5. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501. 1. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL UTILITY SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING BID AND PROCEEDING WITH WORK. IT IS RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE AND VERIFY ALL DIMENSIONS AND NOTES BEFORE SUBMITTING BID AND PROCEEDING WITH WORK. 2. SOIL AT THIS SITE IS UNDISTURBED ROCK AND SAND ADEQUATE OF SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF OTHER CONDITIONS ARE ENCOUNTERED, NOTIFY MORRISON HERSHFIELD BEFORE PROCEEDING WITH WORK. THIS VALUE IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE OF THE SUPPORTING GROUND, BUT DOES NOT NECESSARILY ENSURE THE PREVENTION OF EXCESSIVE FOUNDATION MOVEMENTS. 3. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE ALL HIS PRACTICAL TRADES. 4. THE POWER CABINET MUST BE CLEAR OF FLAMMABLE MATERIAL WITHIN 12 INCHES OF THE CABINET, INCLUDING ABOVE THE CABINET. 5. THE POWER CABINET MUST BE MOUNTED ON THE FOUNDATION TO ALLOW WATER TO DRAIN FROM THE DRAIN OUTLET AND AWAY FROM THE CABINET. 6. TO ENSURE SERVICEABLE ABILITY, THE DOORS OF CABINETS WILL REQUIRE AN OPENING RADIUS OF 36 INCHES OF CLEARANCE FROM THE CLOSED POSITION TO THE OPEN POSITION. SITE GENERAL NOTES 1. RESTORE EXISTING ASPHALT AND/OR CONCRETE COMPOUND TO IT'S ORIGINAL CONDITION. 2. CONTRACTOR SHALL DETECT AND MARK ANY UNDERGROUND LINES, PIPING, PRIOR TO START OF EXCAVATION. PROJECT INFORMATION 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 6. T-MOBILE MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. IMPORTANT NOTICE THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. T 1VMo_a1 k 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonheirshfielcl.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T-MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: GENERAL NOTES SHEET NUMBER: T-2 NOTE: LEGAL DESCRIPTION: THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE ALDERWOOD MANOR 09 BILK 007 D-01 — S 74FT OF N 687FT BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL OF LOT 9SUBJ TO EASE BUD 1 GIS INFORMATION AND ARE APPROXIMATE. TMo H- N —� 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG X I I I EXST ' I BLDG TAX PARCEL: ExST BLDG EXST 00373600700904 BLDG I I I I I ^ I I T—MOBILE INSTALLATION z RF-1 AT TOP OF POLE — — — — — — — TAX PARCEL: NEW t100.1' WOOD—,+ 00173100700114 d TRANSMISSION POLE TO REPLACE EXISTING©� fSSIO WOOD �� �� �� �� -- -- -- -- c� TRANSMISSION POLE _. PROPERTY LINE (TYR) ' EXST I - EXISTING T—MOBILE FEEDLINES BLDG [(6) 1-5/8' COAX, (1) HCS 1.0] I ❑ I ROUTED WITHIN UNDERGROUND CONDUITS I 77 REMOVE ALL FEEDLINES PROPOSED T—MOBILE FEEDLINES I I [(2) HCS 2.0 CABLES] II I ROUTED WITHIN EXISTING CONDUITS I I / I EXST I I I BLDG I EXST TAX PARCEL: BLDG 00373600700901 I ' w z Q w ( / EXISTING T—MOBILE z EQUIPMENT SHELTER EGRESS I 0 0 DRIVEWAY EXST INGRESS ' BLDG � I I (D — SIDE (SITE ACCESS) — — — — — — — — — — — — — — _ _ — — - — — — — _ — — _ _ _ I I i TAX PARCEL: TAX PARCEL: I 00373600700905 00373600700902 I I EXISTING EQUIPMENT SHELTER 0 0 a Know what's below. Call before you dig. PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 v .morrlsonhemhfield.00m MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: SITE PLAN SHEET NUMBER: A-1 24:06" SCALE: 1" = 10'-0" 11"x17" SCALE: ," 20'-0" , 10' SITE PLAN 1 1 LED ROUTER TO BE RELOCATED TO SHELTER WALL (PART OF UTILITY CONTRACTOR SCOPE OF WORK; COORDINATE W/CM PRIOR TO ANY WORK) EXISTING FSMF 002 (NOT SUITABLE FOR REUSE) TO BE REMOVED EXST BLDG 24"x36" SCALE: 1/2" = 11"x17" SCALE: 1/4" = 1'-0" 2 1' 0" 2' EXISTING T—MOBILE DIGITAL EXISTING SNOPUD METER TO REMAIN LOUVERED VENT EXISTING T—MOBILE EQUIPMENT SHELTER —EXISTING 1-5/8" COAX EXISTING COVP TO BE REMOVED r T_r I TO BE REMOVED (TYP OF 6) lI I� EXISTING PURCELL EXISTING CONDUIT lyll I POWER RACK L H J TO BE REMOVED STUB —UP (TYP OF 4) EXISTING T—MOBILE EXISTING 19" RACK APPLETON GEN PLUG TO BE TO BE REMAIN REPLACED EXISTING PANTROL 200A PPC TO REMAIN :1 0 M EXISTING LOUVERED FAN EXISTING ACCESS DOOR / 10' 7" f NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL CODES 2. CONTRACTOR IS RESPONSIBLE FOR PULLING ALL REQUIRED PERMITS AND ARRANGING FOR ALL INSPECTIONS AND OBTAINING ALL APPROVALS 3. CONTRACTOR SHALL LOCATE AND MARK ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION BATTERY Y NOTE: • FACILITWILL HAVE A MAXIMUM OF (4) STRINGS OF (4) (16 CELLS TOTAL) OF VALUE REGULATED LEAD ACID BATTERIES (VRLA) WITH IMMOBILIZED ELECTROLYTE TECHNOLOGY AT 2.34 GALLONS PER CELL. TOTAL ELECTROLYTE VOLUME IS 37.44 GALLONS. AS THE TOTAL ELECTROLYTE VOLUME DOES NOT EXCEED 50 GALLONS, COMPLIANCE WITH INTERNATIONAL FIRE CODE SECTION 608 IS NOT REQUIRED. PROPOSED DELTA 600 AMP / POWER RACK 2'—C MIN EXISTING 19" RACK (2) AMIA (1) IXRe EXST BLDG PROPOSED BH CABLE IN PROPOSED 2" EMT ROUTED OVERHEAD & ATTACHED TO EXISTING JOIST EXISTING EQUIPMENT PLAN 1 2 1 111%17" SSE: 114n = -0 2' D" 2' T , , II 3' CLR EXISTING LOUVERED FAN EXISTING ACCESS DOOR / 10'-7" f T M0_a k N 198117 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA CONSU? T'.NG PROPOSED T—MOBILE WALL —MOUNTED HCS 2.0 JUNCTION BOX A_4 (TYP OF 2) EXISTING CONDUIT STUB —UP (TYP OF 4) EXISTING DIGITAL SNOPUD METER EXISTING T—MOBILE EQUIPMENT SHELTER EXISTING AC OVERHEAD EMT CONDUIT EXISTING PANTROL 200A PPC PROPOSED CAM LOC +1 0 I M LED ROUTER RELOCATED TO WALL PROPOSED WALL MOUNTED AAV CUBE 3 A-4 PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 ww W.morrlsonlheirslhfielcl.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY III[ NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: EQUIPMENT NOTES: PLAN PLAN INFORMATION CONTAINED HEREIN IS TAKEN FROM THE DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT SHEET NUMBER: NOR MORRISON HERSHFIELD CORPORATION TO THE ACCURACY NOR THE COMPLETENESS OF THE COPIED �_ ■ COMPOUND PLAN FR INOMATION. PROPOSED EQUIPMENT PLAN 11 EXISTING T-MOBILE DIPLEXER (TYP OF 12, 4 PER SECTOR) TO BE REMOVED TOP OF EXISTING T-MOBILE ANTENNAS f93'-1" AGL - - - - - _ - - - - RAD CENTER OF EXISTING A,T-MOBILE ANTENNAS f90'-10" AGL TOE OF EXISTING T-MOBILE EQUIPMENT r E86' "EXISTING EXISTING T-MOBILE FRLB RADIO (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING T-MOBILE FRIG RADIO (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING T-MOBILE FXFB RADIO' (TYP OF 2) TO BE REMOVED EXISTING T-MOBILE COVP (BEYOND) TO BE REMOVED TRANSMISSION t7Y-5" AGL EXISTING T-MCHILE FEEDLINES [(6) 1 -5/8" COAX] ROUTED WITHIN CONDUITS REMOVE ALL FEEDLNES EXISTING T-MOBILE 6" CONDUIT ON STANDOFFS (TYR OF 4) TO BE RELOCATED TO REPLACEMENT POLE, AS REQ'D HLI Y T-4" AGL UTILI Y t28'-0" AGL UTIL7YIT t2'-4" AGL J, f2uTIUTY 3'-7" AGL } UTILI Y E20'-1" AGL GRADE ASSUMED NOTE: EXISTING POLE APPURTENANCES TO BE RELOCATED TO NEW POLE AT EXISTING HEIGHTS, UNLESS OTHERWISE NOTED; COORDINATE WITH POLE OWNER EXISTING T-MOBILE PANEL ANTENNA (TYP OF 3, 1 PER SECTOR) TO BE REMOVED TOP OF EXISTING POLE t90'-1" AGL EXISTING T-MOBILE ANTENNA MOUNT AND EQUIPMENT MOUNT TO BE REMOVED 15' REQUIRED CLEARANCE BETWEEN NEAREST HIGH VOLTAGE TRANSMISSION CONDUCTOR & NEAREST ANTENNA OR EQUIPMENT (REQUIRED BY CURRENT SNOPUD STANDARDS BASED ON NATIONAL ELECTRICAL CODE REQUIREMENTS) TRANSMISSIONjh f77'-5" AGL TRANSMISSION t65'-1" AGL EXISTING WOOD TRANSMISSION POLE TO BE REMOVED TOP OF -MOBILE ANTENNAS f 103'_1" AGE TOP OF REPLACEMENT POLE f 100'-1" AGL RAD CENTER OF PROPOSED T-MOBILE ANTENNAS f99'-1" AGL TOE OF T-MOBILE ANTENNAS/EQUIPMENT f95'-1" AGL 5 PROPOSED T-MOBILE AHLOA RADIO BEHIND ANTENNA A-3 (TYP OF 3, 1 PER SECTOR) / ei PROPOSED MOBILE A-3 ANTENNA MOUNT TRANSMISSION t71'-5" AGL PROPOSED T-MOBILE FEEDLNES [(2) HCS 2.0 CABLES] ROUTED WITHIN PROPOSED (4) 4" PVC CONDUITS UT t37ILI'-4" AGL UTILITY t28'-0" AGL UTILITY t27'-4" AGL J, uTIUTY t23'-7" AGL h UTILI Y t20'-1" AGL GRADE ASSUMED 0'-0" RELOCATED T-MOBILE 6" CONDUIT ON STANDOFFS (TYP OF 4) PROPOSED T-MOBILE PANEL ANTENNA e (TYP OF 3, 1 PER SECTOR) A-3 PROPOSED T-MOBILE AEHC ACTIVE ANTENNA/RADIO f3 (TYP OF 3, 1 PER SECTOR) A-3 PROPOSED BIRD DETERRENT FROM OSPREY SOLUTIONS, DESIGN PENDING -PROPOSED T-MOBILE AHFIG RADIO(2) (TYP OF 3, 1 PER SECTOR) A-3 15' REQUIRED CLEARANCE BETWEEN NEAREST HIGH VOLTAGE TRANSMISSION CONDUCTOR & NEAREST ANTENNA OR EQUIPMENT (REQUIRED BY CURRENT SNOPUD STANDARDS BASED ON NATIONAL ELECTRICAL CODE REQUIREMENTS) TRANSMISSION t65-1" AGL NOTES, 1. INFORMATION CONTAINED HEREIN IS TAKEN FROM THE DOCUMENTS PROVIDED BY CLIENT. NEITHER WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT NOR MORRISON HERSHFIELD CORPORATION TO THE ACCURACY NOR THE COMPLETENESS OF THE COPIED ELEVATION INFORMATION. 2. NO WORK SHALL COMMENCE WITHOUT THE APPROVED ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. PROPOSED REPLACEMENT TRANSMISSION POLE PER SNOPUD (SNOPUD TO PROVIDE AND INSTALL REPLACEMENT UTILITY POLE) T Mo_a s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www. morrison h ershfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD /HECOX T-MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: TOWER PROFILE SHEET NUMBER: 2 24"06" SCALE: 3/16" = 1'-O" 11"07' SCALE: 3/32" - 1'-0" 4L.' 2' 0" 4 EXISTING TOWER PROFILE 1 2 1 11�07" SCALE: 3/32" - 4'© PROPOSED TOWER PROFILE 1 1 ANILNNA IILI SRAUKLI (_A BY ANTE PIPE MOUNTING BRACKETS BY ANTENNA MFRM PANEL ANTENNA MOUNTING PIPE NOTE: MOUNT UNIT PER MANUFACTURER'S RECOMMENDATIONS MOUNTING HARDWARE PROVIDED BY EQUIPMENT MFR 12.1 a TOP PIPE cJ N FRONT MANUFACTURER: NOKIA MODEL: AHLOA RADIO WEIGHT: 83.8 LBS DIMENSIONS (HxWxD): 22.1"02.1"0.4" FREQUENCY: REFER TO RF DATA SHEET MOUNT PER MANUFACTURER'S SPECIFICATIONS 7.4" cJ N MANUFACTURER: NOKIA MODEL: AHFIG RADIO e WEIGHT: 79.4 LBS ®-- DIMENSIONS HXWxD : 27.6" x 13.4" x 5.6" 0 0 e ( ) 9 �a FREQUENCY: REFER TO RF DATA SHEET oIk NOTE: 19807 NORTH CREEK PKWY N MOUNT PER MANUFACTURER'S SPECIFICATIONS BOTHELL, WA 98011 1 1 13.4" - RYKA , CONSU? T'.NG A4 PLANS PREPARED BY: TOP SIDE I FRONT ISOMETRIC SIDE 121"x17" SCALE: NTS TYP ANTENNA MOUNTING 7 " SCALE: NTS 11 .17" SCALE: NTS TYP RADIO MOUNTING 6 11" SCALE: NTS X17" SCALE: NTS AHLOA 5 11 x17:: Ste: NTS AHFIG 4 11"x17" SCALE: NTS MANUFACTURER: NOKIA MANUFACTURER: COMMSCOPE MODEL, NOKIA AIRSCALE MAA 64T64R 192AE 841 32OW AEHC iv MODEL: FFW-65C-R3-V1 WEIGHT: 108 LBS (W/O MOUNTING BRACKETS) N WEIGHT: 124.561 LBS (WITHOUT MOUNTING KIT) DIMENSIONS: 38.2" x 21.5" x 5.9" of DIMENSIONS (LxWxD): 95.945" x 25.197" x 9.252" FREQUENCY: REFER TO RF DATA SHEET 11 FREQUENCY: REFER TO RE DATA SHEET 25.197" TOP TOP 5.9" 2. FRONT SIDE 9.252" 25.197" FRONT SIDE MONOPOLE DOUBLE SUPPORT ARM KIT (SITEPR01 P/N $RDS-NP OR APPROVED EQUAL) 2-7/8" O.D. x 96" PIPE MONOPOLE DOUBLE SUPPORT ARM KIT (SITEPR01 P/N $RDS-NP OR APPROVED EQUAL) CROSSOVER PLATE KIT (TYP) mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonheirshfield.mm MH PROJECT NUMBER: 202119200 i REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 1 03/09/21 1 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T-MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-3 24"x36" SCALE: NTS AEHC ACTIVE ANTENNA/RADIO "Ts AEHC ACTIVE ANTENNA/RAD1013 1 11 1, 5 ws ANTENNA SPECIFICATIONS SCALE: N`�Ts ANTENNA SPECIFICATIONS12�;;�X;;- SSE: NTS 11"x17" SCALE: NTS ANTENNA MOUNT 1 1 pantroL PanLoc Lite was developed to eliminate compatibility issues between Alternate Power Source Connections in a more compact cost effective solution. • Eliminates Multiple Generator Plugs and Adapters Industry Standard, color coded Single Pole Connectors Touch Safe Design industry Standard Mounting . Decreased Down Time 200A, 3-Phase Capabilities . III Rating: Up to 10 ,000 amps Aluminum Construction ■ Removable access cover Dimensions 10.5"h x 9"w x 9.25"d Ease of use UL Listed ` Contact a Pantrol Inc. Sales Representative for configuration verification and pricing PanLoc Lite PaTrLiW Spec Sheel.doc RI Phone: (509),535.9061. Fax : (5091,535.8793. LS(K).261.3505,'Aww.palluoixom NOTE: EQUIPMENT CABINET(S) TO BE MECHANICALLY ATTACHED PER MANUFACTURER'S RECOMMENDATIONS GALV. BOX FRAME (4) 5/8"0 HILTI KB-TZ EXPANSION PART OF CABINET BOLTS (4-1/8" EMBED) INTO CONC OR PLINTH r CONC SLAB 24"x36" SCALE` NTS 11"x17" SCALE: NTS CABINET ATTACHMENT 17 MANUFACTURER: NWS MODEL: - WEIGHT: 1.61 LB/FT DIMENSIONS: 10.2"x 16.0"x3.2" 0 ro POWER CORD i i xX CABLE LENGTH j PENDANT RRU j END END H l-r-CONNECTOR DLC FLEX CONNECTORS %VI BOOT m2" MOUNTING KIT BY MFR PIPE 1111"x17" SCALE: NTS CAM LOCI 61 11"x17" SCALE: NTS I I I I SCALE: NTS HCS 2.0 JUMPER CABLE 5 ?;"5;7" SCALE: E N s HCS 2.0 PENDANT 4 22.9" PLAN VIEW 3.0" FRONT VIEW HEAT EXCHANGER ANGER HEAT XCHANGER MANUFACTURER: CHARLES MODEL: CUBE RL1003AB-A WEIGHT: 260 LBS DIMENSIONS: 22.9"x 2 6.3"x 2 0. O" INSTALL PER MFR SPECIFICATIONS 20.0" RIGHT VIEW MANUFACTURER: RAYCAP MODEL' - WEIGHT: 21.9 LBS DIMENSIONS: 14.0"x 16.0"x8.0" NOTE: MOUNTING KIT BY MFR 14.0" 8.0" o FRONT VIEW RIGHT VIEW T .M0_a f l s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 RYKA -ry CONSULTING PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonhemhfield.wm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T-MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-4 24"x36" SCALE: NTS 11"07" SCALE: NTS AAV CUBE 13 111 ^Sn" SSE: NNTS NOT USED 12 124:x3:: SCALE: NTS 11 x17" SCALE: NTS HCS 2.0 JUNCTION BOX 11 28.0" PLAN VIEW PROPOSED 600A DC BREAKER SI 28.0" FRONT VIEW MANUFACTURER: DELTA MODEL: RACK MOUNTED ELITE —48V 600A POWER SYSTEM WEIGHT: 250 LBS (EMPTY) DIMENSIONS: 28.0"x 18.5"x84.0" RIGHT VIEW T mo_a s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA .;- CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 v .morrlsonhershfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-5 24"x36" SCALE: NITS 11"x17" SCALE: NITS 600A INDOOR RACK SPECIFICATIONS 1 1 MANUFACTURER: NOKIA MODEL: ASIB MODULE DIMENSIONS: 8.6"04.2%1.7" WEIGHT: 6.4 LBS � - PROPOSED ASS LOCATED WITHIN AMIA RACK MANUFACTURER: NOKIA MODEL: ABIA MODULE DIMENSIONS: 8.6"x14.2"x1.1 " WEIGHT: 4.6 LBS re iiiiii iiC'_G_ w w......... ........ ..... �w. . . . . . . . . . . . . . . . . . . . . . . . . . . . . mow, w w, �"��• til I Pew s. w!w ` PROPOSED ABIA LOCATED WITHIN AMIA RACK MANUFACTURER: NOKIA MODEL: ABIL MODULE DIMENSIONS: 8.6"04.2"0.1 " WEIGHT: 4.4 LBS SFP28 S—RF1 S—RF2 000000000000000000000 Do 0o go 0 0. 000o0000oo00o0o00000o0000 00 00000 00 0 0000000$00000000 0 0 00 0 S—RF1 S—RF2 QSFP28 I O PROPOSED ABIL LOCATED WITHIN AMIA RACK I?"x7" 24"x36" SCALE: NITS F 24"x36 SCALE: NITS 1 1SCALE: NTS AS I B161 11 "x17" SCALE: NTS AB I A cJ 11 "x17" SCALE: NITS ABIL 141 MANUFACTURER: NOKIA MODEL: ABIC MODULE DIMENSIONS: 8.6"x14.2"x1.7" WEIGHT: 5.8 LBS RF2 RF4 RF6 RF8 RF1 RF3 RF5 RF7 RF9 Ii. ;www �w w �rrr l'P-piN " [ I III off•... MANUFACTURER: NOKIA MODEL: ASIK MODULE DIMENSIONS: 8.6"x14.2"x1., WEIGHT: 6.6 LBS IIIIIIIIIIIIIIIIIIIIS.M.- . • • •Z•I•I.I•I.I•Iexa 1111 * *T• qI V 11 •'• . _'! Q Q Q ...s..s........... -------------------- ' u;� �. PROPOSED ASK LOCATED WITHIN AMIA RACK T Mo all IQ 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonheirshfielcl.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A-6 24"x36" SCALE: NTS 11"x17" SCALE: NTS ABI 3 24"x36" SCALE: NTS l� 11"x17" SCALE: NTS NOT USED 1 2 1 11"x17= SCALE: Nn ASK 1 1 MANUFACTURER: NOKIA MODEL: AMIA DIMENSIONS: 5.1 "X1 5.7"X1 7.6" WEIGHT: 11.2 LBS MANUFACTURER: NOKIA MODEL: IXR-E MODULE DIMENSIONS: 17.25"x 10.0"x 1 .75" WEIGHT: TBD Miliiyl"iiW1i9191iiwii+ IEEE JII! W I 11111 �.7 1�] Cn] YiY��Y��' �77T 11=:17" SCALE: NITS AMIA 16 " SCALE: NITS 111 x17" SCALE: NITS NOT USED 15 111SCALE: NITS x17" SCALE: NITS IXRx36" SCALE: NITS -E 14 T • -Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 RYKAA CONSULTING PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www. morrison h emhfield.wm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: CONSTRUCTION DETAILS SHEET NUMBER: A7 "x" SCALE: NITS NOT USED 1 3 1 11"x017SCALE: NITS " SCALE: INTS 11 x1717" SCALE: NITS NOT USED 1 2 1 11 ".17" SCALE: NS SCALE: NTS NOT USED 11 EXISTING ANTENNA AND COAX SCHEDULE REDS ANCHOR VERSION 6, DATED 02/18/2021 4:49:25 PM SECTOR ALPHA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT (4) DIPLEXER Al 10, 90'-10" 1 COMMSCOPE SBNHH-1D65B-SR (HEX) 0' 0' 2 1-5/8" 250'f (1) FRIG RADIO (1) FRLB RADIO (2) FXFB RADIO SECTOR BETA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT (4) DIPLEXER 31 150' 90'-10" 1 COMMSCOPE SBNHH-1D65B-SR (HEX) 0' 0' 2 1-5/8" 250't (1) FRIG RADIO (1) FRLB RADIO SECTOR GAMMA AZIMUTH RAD CENTER NUMBER OF ANTENNASVENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT (4) DIPLEXER 2 1-5/8" 250't (1) FRIG RADIO C1 260' 90'-10" 1 COMMSCOPE SBNHH-1D65B-SR (HEX) 0' 0' (1) FRLB RADIO 1 HCS 1.0 300' (1) COVP EXISTING T-MOBILE FXFB RADIO (TYR OF 2) TO BE REMOVED C I GAMM_I A 3 1I AZ=260 \UU EXISTING T-MOBILE PAN— EL ANTENNA LANDREW SBNHH-1D65B-SR (HEX)] C TO BE REMOVED EXISTING T-MOBILE COVP TO BE REMOVED EXISTING T-MOBILE FRIG RADIO (TYP OF 31 1 PER SECTOR) TO BE REMOVED o EXISTING T-MOBILE PANEL ANTENNA a I �[ANDREW SBNHH-1D65B-SR (HEX)] Q ¢ TO BE REMOVED EXISTING T-MOBILE FRLB RADIO BELOW ANTENNA Al (TYP OF 3, 1 PER SECTOR) TO BE REMOVED EXISTING WOOD POLE / EXISTING T-MOBILE DIPLEXER X(TYP OF 12, 4 PER SECTOR) TO BE REMOVED 1' { EXISTING T-MOBILE ANTENNA MOUNT TO BE REMOVED t` B1 EXISTING T-MOBILE PANEL ANTENNA [ANDREW SBNHH-1D65B-SR (HEX)] TO BE REMOVED PROPOSED ANTENNA AND COAX SCHEDULE REDS ANCHOR VERSION 6, DATED 02/18/2021 4:49:25 PM SECTOR ALPHA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT Al 10, 99'-1" 1 COMMSCOPE FFW-65C-R3-V1 (OCTO) - 0' _ _ _ (1) AHFIG RADIO (1) AHLOA RADIO A2 10, 99'-1" 1 NOKIA AEHC ACTIVE ANTENNA/RADIO - 0' SECTOR BETA AZIMUTH RAD CENTER NUMBER OF VENDOR MODEL ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL EQUIPMENT ANTENNAS TILT DOWNTILT FEEDERS TYPE LENGTH B1 150' 99'-1" 1 COMMSCOPE FFW-65C-R3-VI (OCTO) - 0' _ _ _ (1) AHFIG RADIO (1) AHLOA RADIO 82 150' 99'-1" 1 NOKIA AEHC ACTIVE ANTENNA/RADIO - 0' SECTOR GAMMA AZIMUTH RAD CENTER NUMBER OF VENDOR MODEL ELEC ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL EQUIPMENT ANTENNAS DOWNTILT FEEDERS TYPE LENGTH C1 260' 99'-1" 1 COMMSCOPE FFW-65C-R3-V1 (OCTO) - 0' *2 HCS 2.0 325't (1) AHFIG RADIO (1) AHLOA RADIO C2 260' 99'-1" 1 NOKIA AEHC ACTIVE ANTENNA/RADIO - 0 NOTES: 1. ALL PROPOSED EQUIPMENT IS LOW VOLTAGE, DC POWER 2. COORDINATE WITH CONSTRUCTION MANAGER FOR CURRENT REDS PRIOR TO CONSTRUCTION 3. CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. 4. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED) PROVIDED UNDER SEPARATE COVER. 3 PROPOSED T-MOBILE AEHC A-3 ACTIVE ANTENNA/RADIO E5 PROPOSED T-MOBILE AHLOA RADIO A-3 MOUNTED BEHIND ANTENNA (TYP OF 3, 1 PER SECTOR) 2 PROPOSED T-MOBILE PANEL ANTENNA A-3 [COMMSCOPE FFW-65C-R3-V1 (OCTO)] GAMMA A2=260' 1 PROPOSED T-MOBILE ANTENNA MOUNT A-3 (TYP EA SECTOR) 9 3 PROPOSED T-MOBILE AEHC A-3 ACTIVE ANTENNA/RADIO b aNQQ *(1) HCS 2.0 WILL REQUIRE VOLTAGE BOOSTER; COORIDINATE WITH CM PROPOSED T-MOBILE PANEL ANTENNA 2 [COMMSCOPE FFW-65C-R3-V1 (OCTO)] A-3 REPLACEMENT POLE PER SNOPUD PROPOSED T-MOBILE AHFIG RADIO MOUNTED BEHIND ANTENNA e4 (TYP OF 3, 1 PER SECTOR) A-3 PROPOSED T-MOBILE AEHC ACTIVE ANTENNA/RADIO A-3 PROPOSED T-MOBILE PANEL ANTENNA 2 [COMMSCOPE FFW-65C-R3-V1 (OCTO)] A-3 T .MOB, s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www. morrison h ershfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T-MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: ANTENNA CONFIGURATION SHEET NUMBER: RF-1 24"x36" SCALE: 3/4" = 1'-0" 11"07" SCALE: 3/8" = 1'-0" 1' 6" 0" 1 EXISTING ANTENNA LAYOUT 12 111�07" SCALE: 3/8" = -0" 11' PROPOSED ANTENNA LAYOUT 11 Configuration 56791 E2_SR_U 21 * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta & Gamma) LB + M B beta Passive Antenna L19; L700 L21+Aws i I�51 AEHC U11 LTE+5G 841 rue turcmna 8 7 6 S 4 3 2 0111197.11 700-600 Top Ground HCS2.0 � HCS2.0 TowerTop TowerTop AHFIG AWS+PCS FDD - Lowband B12 (L700) — 5 MHz B71 (L600) —10 MHz B71 (N600)— 10 MHz FDD - Midband 134 (L2100) — 20 MHz 132 (L1900) — 20 MHz B25 (L1900) — 20 MHz B66 (AW53) — 5M Hz SRAN — GSM RCS/U MTS AWS TDD - Band 41 1-2.5 — 60 MHz N2.5 — 100+80 MHz `,P A NI I TE + UMTS + GSM FSMF 5G Airscale Ir GSM/UMTS PCS LTE FDD/TD❑ Airscalel T .M0_a s 198117 NORTH CREEK PKWY N BOTHELL, WA 98011 1 /� y. � 1 RYKA -r" �Lma!INN PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonhemhfield.wm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: PLUMBING DIAGRAM SHEET NUMBER: RF-2 24•x36" SCALE: NTS 11•x 17• SCALE: NTS PLUMBING DIAGRAM 1 1 NOKIA ITEM CODE/SECTOR PRODUCT NAME 474335A FOCZ QSFP+ 400 km SM 474385A FOUF SFP+ 1OGBASE—LR 1271 nm CWDM 10 km SM 474386A FOUG SFP+ 1OGBASE—LR 1291 nm CWDM 10 km SM 474387A FOUH SFP+ 1OGBASE—LR 1311 nm CWDM 10 km SM 474388A FOUI SFP+ 10GBASE—LR 1331 nm CWDM 10 km SM 474829A AOSB QSFP28 SM 10 km LC FTLX1370W4BTL SM SFP 1310 nm CPRI 9.8G 1.4km (CPRI) 473471A MAFOTA Optical SFP+ 1OGBase—SR 850nm MM FTLXB573D3BTL 1OGb/s 850nm Multimode SFP+ Datacom Transceiver NOTE: JDSU AND EXFO GEAR CAN BE USED TO READ WAVELENGTH ON THE SFPs. -PORT CONNECTION ON THE ARIA MAY VARY AND ARE DESIGNATED AS RFx ('x' CAN BE 1-6) "AHFIB/AHFIG IS ON SAME ABIA IXR—e ...._. NR LTF ARIL ASIK T mo_a s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 v .rrorrisonhershfield.com MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: TYPICAL SECTOR SFP SHEET NUMBER: RF-3 24"x36" SCALE: NTS 11"07" SCALE: NTS TYPICAL SECTOR SFP 1 1 GROUNDING KEYNOTES Oi EXISTING EQUIPMENT GROUND HALO. VERIFY IN FIELD. BOND EQUIPMENT CABINET ENCLOSURE USING A MANUF. APPROVED 2 CONNECTION WITH (2) #2 AWG SOLID BARE TINNED COPPER CONDUCTORS AND EXOTHERMICALLY WELD TO GROUND HALO. O#2 AWG SOLID BARE TINNED COPPER CONDUCTORS BONDING RADIO/JUNCTION BOX TO GROUND HALO. T MOE s N 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA CONSU? T'.NG (ISTING DIGITAL 40PUD METER EXISTING PANTROL 200A PPC PROPOSED CAM LOC LEGEND Tr GROUND BAR EXOTHERMIC CONNECTION MECHANICAL CONNECTION 1 GROUND PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 v .morrlsonhershfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: EQUIPMENT ELECTRICAL/ GROUNDING PLAN SHEET NUMBER: E-1 24"x36" SCALE: NTS 11"07" SCALE: NTS SCALE: INTS NOT USED 1 2 1 11�x17 SCALE: NTS EQUIPMENT ELECTRICAL/GROUNDING PLAN 1 1 RED ` DOOR ALARM SWITCH DOOR ALARM BLK DAC ALARM 1 ® }v} HEATER ALARM JSJ9 17�d JB J3 t} DAC ALARM c n DC POWER ALARM J1 J7�1 HEA1}}T�}}} � J8 J3 J274 ®® ® 0 HEATER HEATER DOOR OPEN DETECT SWITCH CODEX ALARM MODULE INSIDE FRONT DISTRIBUTION COVER DC ALARM WIRING GRN ALARM CABLE 1 WHT LU WHT ORG GR BL OR T (BROWN PAIR 0 (D&0 NOT USED) 70 71 73 74 76 77 K 9 K 10 K 11 DC ALM ALARM AL3 DC MIN AL3 RTN AL4 DC MAJ AL4 RTN AC MAINS HI AILS LOW AL5 RTN 1 DOOR ALM L1 BLK L2 RED VDAC ALM D 3&4 L1 BLK SHELF 1 RED L2 L2 RED GRN V LE]GRN HTR ALM a BLK MDL 5 L2 RED V L1 BLK SHELF 2 BLK L1 DC ALM M L 3&4 L2 RED RED Lz V c I GRN GRN DC MAL V DCPP REAR VIEW AC PWR HULOW AC POWER CONNECTIONS V BAT CAB DOOR V BAT CAB DAC v BAT CAB CBALM V 10 V 11 UPPER LEVEL V TERMINALS I 12 LOWER LEVEL V TERMINALS CABINET BATTERY EXPANSION TO HEATER RELAY HEATER HEATER OPT CABINET IFAI FA IFAI IFAI IFAI IFAI 0000 0000 0000 0000 BLACK RED O ,0 OL20 FIELD WIRING 240VAC SINGLE PHASE 60Hz 200A MAX ON ON ON ON P BLK BLK BLM 3 240VAC DINRAIL ASSEMBLY GREEN WIRES TOCAB MGB 11 X17- SCALE: � ALARM WIRING DIAGRAM 1 4 1 11 x17= SCALE: NETS AC POWER WIRING DIAGRAM 1 3 1 NOTE: DIAGRAMS PROVIDED ARE PER MANUFACTURER INSTALLATION GUIDE THERMAL SYSTEM DAC AND HEATER FUTURE USE FUTURE USE FUTURE USE DC DISTRIBUTION -DOOR OPEN FROM VIEW DC DISTRIBUTION TERMINALS "TIER"1 OF 4(SIDE VIEW) fiER"1 iIER"2 iIER"3 iIER"4 � co 0 ° uln rnIP t101 Wltl tlOI 0 co 0 ° 0 0. CIL) 0 ° Oo 0° Oo (o° 0o 0° oo 0° oo 0° (a call) 0 ° co (a ° m) (o ° co (o ° OM) 0° co)c In ) co)° JUMPER ° CB ^AMARM °CB AMARM r PIN AND SWRCH EIANND SWITCH ORIENTATION ORIENTATION OFF - THERMAL SYSTEM DAC AND HEATER FUTURE USE FUTURE USE FUTURE USE tl0r O O O° AL P a) (a. ip VOW (0a) O ° Oo O° (o (El (o° 0 ° ° �o�° OooOO° 0o (o° Oo OO° 0 (o ° (0-) CUD 0 ° ° CB AMARM CB AMARM PIN AND SWRCH PIN AND SW0 ORIENTATION ORIENTATIOP _ "OFF' OBSERVE CORRECT ALARM PIN ORIENTATION BLK i RED i TO CABINET DC FUSE BLOCK 1 DAC DOOR PWR 25AI� FUTURE USE 1DA E= D OO 0 0 1 OO 0 FUTURE USE 1DA mE= 0 0 0 Q FUTURE USE 10A Q 0 Q 00 00 FRONT 00 00 0� �0 00 00 00 00 00 00 00 00 121kil 12 00 DC-48V HOT BUS DC RETURN (CB FROTECTED) BUS OV(+) REAR T m 0 L P 1 v- 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonhemhfielcl.com MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T-MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: DIAGRAMS SHEET NUMBER: E-2 24"06" SCALE: NITS 11"07" SCALE: NTS NOT USED 12 121 "x36" SCALE: NTS DC POWER WIRING DIAGRAM 11 FROM DC DIN DISTRIBUTION FROM DOOR FROM DC DIN DISTRIBUTION FROM DOOR TO HEATER ELEMENT AC PWR FROM CIRCUIT BREAKER NNW SCALE: NTS 11"07" SCALE: NTS �J1 - TO CABINET SW1 COOL U"U � ALARM BLOCK J9 E J8 J8 o° J7 13 J HEATER Js ALARM DAC ALARM J7 JB S1Y1 HEAT O�U � ja J9 OO ❑4 : J����.7 ja J3 J2 J. J DOOR OPEN DETECT RED ZTREC� K O BLACK RED DAC (COOLING) CONTROLLER COHN FUNCTION JI PIWR IN J8 DELTA T JUMPER J9 OUTSIDE TEMPETATURE J7 DACFAN (LOWER) J6 DACFAN (UPPER) J3 ALARM J2 COOLING INHBIT J4 HEAT REQUEST HEATER CONTROLLER COHN FUNCTION JI PIWR IN J8 HEAT REQUEST J9 COOLING INHBIT J7 UNUSED J6 HEATER FAN J3 ALARM J2 DOOR SW INPUT J4 1HEATER REALY CONTROL FROM DIN DISTRIBUTION DOOR OPEN DETECT I121"x17" SCALE: NTS DC CABINET DOOR LIGHT POWER WIRING DIAGRAM 13 TO DOOR V+ UPPER FAN V_ TO DOOR V+ LOWER FAN V_ SCALE: NTS DC HEATING AND COOLING WIRING DIAGRAM 12 1 1107" SCALE: NTS _ED LIGHT T mo_a s 198117 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W W W.morrlsonheirshfielcl.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW F4-- SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY Jilt IVAML: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A FROM DC PLANT 25A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 DC DISTRIBUTION (BLACK WIRE JUMPERS TO SHEET NAME: FUSE POSOTIONS REMOVED FOR CLARITY) DIAGRAMS SHEET NUMBER: E-3 DC FUSE BLOCK WIRING DIAGRAM 11 [e omaINI\[H3aa\Nll3. TYP YP Oi NOT USED. ONOT USED. OEXISTING AGE AT ANTENNA LEVEL. VERIFY ANTENNA CABLE GROUNDING KITS ARE BONDED TO GROUND BAR. O4 NOT USED. OPROPOSED T—MOBILE ANTENNA AND RADIOS PER PLAN. OEXTEND GROUNDING CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO NEW ANTENNA PIPE MOUNT. USE AN EXOTHERMIC WELD AT ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO (2) FEET MINIMUM. OBOND PROPOSED RADIO UNIT TO AGE WITH #2 AWG STRANDED GREEN JACKET COPPER CONDUCTOR I GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SERWIN WILLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 4. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 5. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE NON —OXIDATION COMPOUND APPLIED TO CONNECTION. 6. ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 7. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 9. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 & 36. LEGEND Tr GROUND BAR EXOTHERMIC CONNECTION MECHANICAL CONNECTION 1 GROUND NOTES: 1. BOND EQUIPMENT TO GROUND BAR(S) PER MANUFACTURER SPECS 2. CONTRACTOR TO REPLACE ALL MISSING GROUND BAR AND GROUNDING CONNECTIONS AS REQUIRED T .Mo_a s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 v .morrlsonhershfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: ANTENNA GROUNDING SCHEMATIC SHEET NUMBER: E-4 24"x36" SCALE: NTS 11"07" SCALE: NTS ANTENNA GROUNDING SCHEMATIC 1 1 NOTES: 1. COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED EQUAL 2. ALL EXISTING & NEW TOWER GROUNDING BARS SHALL BE ATTACHED DIRECTLY TO THE TOWER WITHOUT ISOLATORS; NO WELDING OR DRILLING PERMITTED 3. EXISTING HOME RUN GROUND(S) TO BE REMOVED NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE—GL) NEW 1/4" THK COPPER GROUND BAR, INSTALLED BY GENERAL CONTRACTOR r ___1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20" MGB OR 10" ANTENNA AGB FIELD VERIFY #2 AWG SOLID BARE TINNED COPPER GROUND WIRE (TYPE GL) STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED COPPER GROUND BAR ON WALL. OR ONEANTENNA TOWER I I� PANI SCHEME SPECIFICATIONS: PRODUCER (P) CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE G ENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT. ABSORBER (Al CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND. NON —ISOLATED (N) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT ISOLATED (1) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB) FOR IBN EQUIPMENT ���w«��; • �0l0 00 P. TWO HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16X1/4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE `TWO HOLE LUG, TO BE USED WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 60OV, TO ANTENNA STRUCTURE, BUILDING RING GROUND OR MGB NOTE: *GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION N (TYPICALLY) \� 12" TO 24" a o 120" MAX. ANTENNA CABLE"GROUND CABLE CONNECTOR WEATHERPROOFING KIT (SEE NOTE 3)STRANDED COPPER WIRE (GROUNDED TO CABLE GROUND KIT BAR). SEE NOTE 1 & 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 TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 1 1 1111"x7" SCALE: NITS GROUND BAR 6 11"x17" SCALE: NTS x36" SCALE: NITS 1 GRND CABLE CONNECTION cJ "x17" SCALE: NITS COAX CABLE GROUNDING 141 TO ANTENNAS COAX JUMPER (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT (TYP) VEATHERPROOFING :IT (TYP) ROUND KIT (TYP) 16 AWG TOPPER ANTENNA GROUND AIR, ATTACHED DIRECTLY TO OWER WITHOUT ISOLATOR. 10 WELDING OR DRILLING 'ERMITTED. TO GROUND RING NOTES: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. T Molk s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA , CONSU? T'.NG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrisonhershfield.wm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 08/28/20 90% REVIEW JR 0 09/11/20 100% FINAL JA 1 02/08/21 REVISION JA 2 03/09/21 REVISION LW SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: EDMONDS PKWY/ SNOPUD/HECOX T—MOBILE SITE I.D. SE01575A SITE ADDRESS: 21909 96TH AVE W EDMONDS, WA 98020 SHEET NAME: GROUNDING DETAILS SHEET NUMBER: E-5 24"x36" SCALE: NTS 11"07" SCALE: NITS GRND CABLE CONNECTION 13 1 SCALE, NTS 11 x37" SCALE: NITS NOT USED 1 2 1 11"X17- SCALE: Nn CADWELD 1 1