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BLD2021-0295 APPROVED BLD Architectural_Plan+2.24.2021_2.47.11_PM+2062606City Of Edmonds Building Department Work INTERIOR ALTERATION FOR CELL - - - - - - ----------------------------------- -------------------------------------------------------- Address 8307 188TH ST SW =------------------------------------------------- ----------------------------------- Owner TMOBILE ------------------------------ -----------------' Approved Date; 3-8-2021 Building Official ; Erie I---------------- -- -- -- -- -- -- Permit Number BLD2021-0295 ---------------------------- ri SITE NAME: SITE ADDRESS: T-MO131LE SITE NUMBER: PROJECT: PROJECT INFORMATIO tsuilaing par-cmen-c revjj&NIf,?rMWems on priv SITE NAME: PERRINVILLE/SNOPUD/WITSMA SITE ADDRESS: 8307 188TH STREET SW h'• EDMONDS, WA 98026 COUNTY: SNOHOMISH COUNT LATITUDE: 47' 49' 43.6" N (47.828778) a LONGITUDE: 122' 20' 45.0" W (-122.345833) GROUND ELEVATION: 406.47' AMSL STRUCTURE HEIGHT: 92'-11" (TOP OF STEEL UTILITY POLE) JURISDICTION: CITY OF EDMONDS PARCEL: 00567500002400 PARCEL SIZE: ZONING: 0.31 ACRES RS-10 SITE _ OCCUPANCY: U � CONSTRUCTION INFORMATION: AREA OF CONSTRUCTION: EXISTING/NO CHANGE _ iobiesZsw Inm`slsw �� 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 P.O. BOX 1107 EVERETT, WA 98026 PROPERTY OWNER: SNOHOMISH COUNTY PUD P.O. BOX 1107 EVERETT, WA 98026 �d APPLICANT: T—MOBILE 19807 NORTH CREEK PKWY IN BOTHELL, WA 98011 NOT TO SCALE NORTH I PROJECT TEAM I SITE ACQUISITION: RYKA CONSULTING 5628 AIRPORT WAY S, SUITE 112 SEATTLE, WA 98108 CONTACT: JESSICA PIERCE PHONE: (206) 523-1941 PERMITTING: RYKA CONSULTING 5628 AIRPORT WAY S, SUITE 112 SEATTLE, WA 98108 CONTACT: CHRISTINE CONTRERAS PHONE: (206) 523-1941 ccontrera s0ryka consu Iti n g. com CONSTRUCTION MANAGER RYKA CONSULTING CONTACT: KEITH ELWELL PHONE:(425) 753-3458 PROJECT CONSULTANT MORRISON HERSHFIELD CORP. 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 CONTACT: ROY LORETE PHONE: (206) 708-9031 r1 orete0mo rri so n h ers hf i eld. com ENGINEER: G. LANCE COOKE MORRISON HERSHFIELD CORP. PHONE (503) 595-9128 I c oo k e 0 m o rri s o n h e rs h f i e 1 d. c o m ARCHITECT: ROBERT LARA MORRISON HERSHFIELD CORP. PHONE (954) 577-4655 SCOPE OF WORK T—MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE FOLLOWING: TOWER SCOPE: • REPLACE EXISTING ANTENNA MOUNT • REPLACE (3) HEX W/ (3) OCTO • INSTALL (3) AEHC • INSTALL (3) AHLOA, (3) AHFIG • INSTALL (1) HCS 2.0 CABLE W/ PENDANT • INSTALL (1) HCS 2.0 CABLE W/ PENDANT AND VOLTAGE BOOSTER • REMOVE (6) DIPLEXER • REMOVE (3) TMA • REMOVE (12) 1-5/8" COAX GROUND SCOPE: • REMOVE 23" POWER RACK, FCOA CABINET • REMOVE (3) FRLB • REMOVE (9) DIPLEXER • INSTALL (1) BATTERY RACK AND (1) 23" POWER RACK (LEAVE SPACE FOR FUTURE RACK) • INSTALL (2) HCS 2.0 JUNCTION BOX • REMOVE/INSTALL BASE BAND MODULES PER REDS DESIGN BASED ON: REDS ANCHOR VERSION 5, DATED 09/09/2020 11:36:52 AM ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PERRI NVI LLE/SNOPU D/WITSMA 8307 188TH STREET SW EDMONDS, WA 98026 SE01553E ANCHOR/L600 properly o DIRECTIONS TO SITE (FROM T—MOBILE OFFICE, BOTHELL, WA): • HEAD SOUTH TOWARD NORTH CREEK PKWY. • TURN LEFT TOWARD NORTH CREEK PKWY. • TURN LEFT TOWARD NORTH CREEK PKWY. • TURN RIGHT ONTO NORTH CREEK PKWY. • USE THE RIGHT LANE TO TURN RIGHT ONTO NE 195TH ST. • TURN RIGHT TO MERGE WITH 1-405 N TOWARD EVERETT. • MERGE WITH 1-405 N & TAKE THE INTERSTATE 5 S EXIT TOWARD SEATTLE/LYNNWOOD. • KEEP RIGHT, FOLLOW SIGNS FOR WA-524 W AND MERGE WITH WA-524 W/196TH ST SW. • MERGE WITH WA-524 W/196TH ST SW. • TURN RIGHT ONTO 80TH AVE W. • TURN LEFT ONTO 188TH ST SW. 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 APPROVED PLANS MUST BE ON JOB SITE Approved by Fire 03/09/2021 AFM IcF�ttereK INDEX OF DRAWINGS SHEET DESCRIPTION TITLE SHEET GENERAL NOTES SITE PLAN ENLARGED PLAN EQUIPMENT PLAN TOWER PROFILE T-1 T-2 A-1 A-1.1 A-1.2 A-2 A-3 CONSTRUCTION DETAILS A-4 CONSTRUCTION DETAILS A-5 CONSTRUCTION DETAILS A-6 CONSTRUCTION DETAILS A-7 CONSTRUCTION DETAILS A-8 CONSTRUCTION DETAILS RF-1 ANTENNA CONFIGURATION RF-2 PLUMBING DIAGRAM RF-3 TYPICAL SECTOR SEP 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 --- 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: W E AND LOCAL BUILDING CODES WITH THE FOLLOWING RE R€IyQE, TD : L V 1 LS ATIONAL BUILDING CODE (IBC) 15 INTERNATIONAL MECHANICAL CODE (IMC) 20 INTERNATIONAL FIRE CODE (IFC) 2017 NATIONAL ELECTRIC CODE (NFPA 70) 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 RYKA#CONSULTMWG 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 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T—MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDM0NDT3V=r19=11 SHEET NAME: Feb 24 CITY OF E[ TITLE SRP�`AER SHEET NUMBER: T-1 1 ARCHITECTURAL GENERAL NOTES ELECTRICAL GENERAL NOTES COMPOUND NOTES ®- - ■ ■ ■ ■ L 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 A. GENERAL 1. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL UTILITY SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING CONTRACTOR. 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF BID AND PROCEEDING WITH WORK. IT IS RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE AND VERIFY ALL ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE DIMENSIONS AND NOTES BEFORE SUBMITTING BID AND PROCEEDING WITH WORK. 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS 2. SOIL AT THIS SITE IS UNDISTURBED ROCK AND SAND ADEQUATE OF SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF 19807 NORTH CREEK PKWYN RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED 2. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. OTHER CONDITIONS ARE ENCOUNTERED, NOTIFY MORRISON HERSHFIELD BEFORE PROCEEDING WITH WORK. THIS VALUE BOTHELL, WA 98011 WITH. IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE OF THE SUPPORTING GROUND, BUT DOES NOT NECESSARILY 1 3. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE ENSURE THE PREVENTION OF EXCESSIVE FOUNDATION MOVEMENTS. 3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF T-MOBILE & ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND LAND/TOWER OWNER 3. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE ALL HIS PRACTICAL TRADES. 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 4. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TE WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY 4. THE POWER CABINET MUST BE CLEAR OF FLAMMABLE MATERIAL WITHIN 12 INCHES OF THE CABINET, INCLUDING ABOVE COMPENSATION. A APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED GENERAL THE CABINET. RYKA#CONSULT M�G 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR VED. REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER 5. THE POWER CABINET MUST BE MOUNTED ON THE FOUNDATION TO ALLOW WATER TO DRAIN FROM THE DRAIN OUTLET E CONTRACTOR SHALL THOROUGHLY CLEAN THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE AND AWAY FROM THE CABINET. BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. 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 6. TO ENSURE SERVICEABLE ABILITY, THE DOORS OF CABINETS WILL REQUIRE AN OPENING RADIUS OF 36 INCHES OF 5. THE CONTRACTOR RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. CLEARANCE FROM THE CLOSED POSITION TO THE OPEN POSITION. AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD B CONSTRUCTION PRACTICES. PLANS PREPARED BY: 6. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN B. BASIC MATERIALS AND METHODS THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO 7. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE APPLICABLE LOCAL CODES AND REGULATIONS. MORRISON HERSHFIELD THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 2. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES 600 STEWART STREET, SUITE 200 AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SEATTLE, WA 98101 8. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, Tel: 206.268.7370 POWER CONNECTION FROM THE POWER COMPANY. PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. vnvw.Tel: 2 o .h68.737ld.com 9. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL 3. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE MH PROJECT NUMBER: 202119200 CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 4. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR CABINETS WHERE 10. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING. 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 C. CONDUCTORS AND CONNECTORS 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 1, UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC BUIILLDD ACCORDING TO APPLICABLE BUILDING CODES. WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD AUTHORITIES FOR REVIEW FOR CO C 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 11. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS WITH NEC. 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 2, CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. 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 D. GROUNDING BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 1. ALL LIGHTNING PROTECTION GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM THE CURRENT NFPA STANDARDS. 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 2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX, REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A NOALOX, PENETROX OR KOPRSHIELD. COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE LICENSURE: INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE 3. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. �� REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 4. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO T-319 GALVANIZING SITE GENERAL NOTES ��C 4 WAS,y 0 13. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL BAR. O RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR..t P� 5. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR 1. RESTORE EXISTING ASPHALT AND/OR CONCRETE COMPOUND TO IT'S ORIGINAL CONDITION. GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. f+ REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501. 2. CONTRACTOR SHALL DETECT AND MARK ANY UNDERGROUND LINES, PIPING, PRIOR TO START OF EXCAVATION. y a �FGISTS ,t �SSl�NALG` 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. SITE NAME: PERRINVILLE/ 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. SNOPUD/WITSMA 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 T-MOBILE SITE I.D. HOUR PER VISIT. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDMOND EC SHEET NAME: Feb 24 i021 IMPORTANT NOTICE GENERALDW6�s° ICES DEPARTMENT 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 SHEET NUMBER: ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. T-2 NOTE: THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL CIS INFORMATION AND ARE APPROXIMATE. LEGAL DESCRIPTION: TRACT 24, SEAVIEW FOREST TRACTS, ACCORDING TO THE PLAT THEROF, RECORDED IN VOLUME 15 OF PLATS AT PAGE 4, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. I ' I I , I I I I I I I TAX PARCEL: TAX PARCEL: I TAX PARCEL: 00567500002000 I 00567500001900 , 00567500001800 I I , I ExsT � � I EXISTING T—MOBILE I BLDG EQUIPMENT SHELTER _ _ _ — _ _ PROPERTY LINE (TYP)L-T — _ — — _ _ — —I I I , I I ExsT I TAX PARCEL: BLDG .p 00567500002400 I I I I TAX PARCEL: 8 , I 00567500002200 EXISTING I x °G LANDSCAPING (TYP) I I� I III BI I TAX PARCEL: I III % a 00567500002200 - I EXST III I BLDG III z III ® I I I Iw I o TAX PARCEL: I IIIIa 00567500002500 T—MOBILE INSTALLATION AT TOP OF POLE EXISTING t92'-11" STEEL UTILITY POLE ❑ tk TAX PARCEL: 00481600301302 24:06" SCALE: 1" = 20'-0" 11x17" SCALE: 1" = 40'-0" 20 10 0 20' m TAX PARCEL: 00481600301301 TMo 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA#OONSULTMWG PLANS PREPARED BY: mri MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonhemhfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T—MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDM0NDT3V=r =1\ SHEET NAME: Feb n^ n SITE PLATYoffE E INPMENTS SE O-DEPARTIVIE 0, SHEEP NUMBER: Know what's below. Call before you dig. A-1 SITE PLAN 1 1 EXST BLDG EXISTING WOODEN FENCE T-MOBILE ANTENNAS AND RF-1 ANCILLARY EQUIPMENT ON NEW ANTENNA MOUNT EXISTING t92'-11" STEEL UTILITY POLE 24"x36" SCALE: 1/8" = 1'-0" Iw 11%17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8 Ii� cxxtc / I EXISTING T-MOBILE I EQUIPMENT SHELTER I -1. I I 1 I I 1 I I I II EXISTING ACCESS DOOR d a a d d d 4 x 71 III III EXST I III I III BLDG BLDG I III III III III d III a a IIII d d � � III a a d I III EXISTING T-MOBILE FEEDLINES II [(12) 1-5/8" COAX] ROUTED WITHIN UNDERGROUND CONDUITS I REMOVE ALL FEEDLINES III � d d T-MOBILE FEEDLNES III [(2) HCS 2.01 ROUTED WITHIN EXISTING CONDUITS II III III TAX PARCEL: IIII 00567500002400 EXISTING DRIVEWAY PROPERTY LINE (TYP) - NOTES: _ 1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING ®_ WITH ALL FEDERAL, STATE AND LOCAL CODES 0 0 ee - 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 19807 NORTH CREEK PKWYN BOTHELL, WA 98011 1 I 1 RYKA#OON,SULTMWG 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 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY �M PERRINVILLE/ SNOPUD/WITSMA T-MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDMOND rE ME:Feb n^nCITY OF EDMOLARGED I P NSE uerr,n I Ivlely NOTES: J 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 INFROMATION. ENLARGED PLAN 1 1 �C 1 EQUIPMENT SCOPE: REMOVE 23" POWER RACK, FCOA, (3) FRLBS, ANDDIPLEXNOTES: INSTAL (1 1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING FROM WALL N • INSTALL ) BATTERY RACK AND (1) 23" POWER RACK ®--_ — (LEAVE SPACE FOR FUTURE RACK) WITH ALL FEDERAL, STATE AND LOCAL CODES ® 2. CONTRACTOR IS RESPONSIBLE FOR PULLING ALL T ® ' y INSTALL (2) HCS 2.0 JUNCTION BOX REQUIRED PERMITS AND ARRANGING FOR ALL REMOVE/INSTALL BASE BAND MODULES PER RFDS INSPECTIONS AND OBTAINING ALL APPROVALS ANY UNUSED SYSTEM MODULES SHALL BE REMOVED 3. CONTRACTOR SHALL LOCATE AND MARK ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION 19807 NORTH CREEK PKWYN BOTHELL, WA 98011 1 1 REMOVE/RELOCATE EXISTING RYKA#OON,SULTMWG INTERNAL EQUIPMENT PER EQUIPMENT SCOPE; SEE EQUIPMENT SCOPE, THIS PAGE PLANS PREPARED BY: mN MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www. morrison h ershfield.mm MH PROJECT NUMBER: 202119200 2 —8 PROPOSED T—MOBILE EQUIPMENT (TYP) EXISTING CONDUIT STUB —UP (TYR OF 4) EXISTING T—MOBILE FRLB 7EXISTING r , EXISTING CONDUIT PROPOSED T—MOBILE HCS (TYP OF 3) TO BE REMOVED r T—MOBILE DIPLEXER — — — I (TYP OF 9) TO BE REMOVEDF * 1 FUTURE RACK L J 23" 600A STUB —UP (TYR OF 4) 2.0 JUNCTION BOX PDU RACK B� RY (TYP OF 2) A 1 F A-6 REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY 23" POWER RACK CABNET EXISTING T—MOBILE LFCCA O BE REMOVED EQUIPMENT (TYR) _I TO BE REMOVED 13'-0" CLEAR I LICENSURE: EXISTING FSMF TO BE CHECKED FOR VERSION NEW 23" RACK W/ 600A ro L — — — J COMPATIBILITY FOR RE —USE AND PDU/DC BREAKER SHELF, tG �❑ RELOCATED TO NEW 23" RACK ALL NEW CSR, RELOCATED LEG 1 OTHER MODULES TO BE REMOVED ROUTER, RELOCATED FSMF BATTERY RACK W/ (4) 1O. I I EXISTING T—MOBILE 4 WAS ❑ AFTER COFIRMATION OF STRINGS 16 CELLS TOTAL) FP 200A PANEL d EXISTING T—MOBILE ( ( •EXISTING CSR TO BE REMOVED �2011A PANEL TO REMAIN VERSION COMPATIBILITY) AND OF VALVE REGULATED LEAD (2) AMIA W/ BASEBAND ACID (VRLA) BATTERIES. •EXISTING LEC ROUTER TO BE MODULES PER RFDS TOTAL ELECTROLYTE P+_ RELOCATED TO NEW 23" RACK TELCO BACKBOARD VOLUME = 37.44 GAL TELC° BACKBOARD y a A A T£ EXISTING EXISTING ACCESS DOOR ACCESS DOOR SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T—MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDMOND EC SHEET NAME: Feb 24 ^ 1 EQUIPMEcIfTFEDMo DEVELOPMENT SE ICES NOTES: PLAN DEPARTMENT 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 INFROMATION. 24"x36" SCALE: '/2" = ,'-°" EXISTING EQUIPMENT PLAN 2 11nx17" SALE: 1/4" = -0 2' 1' p" 2' PROPOSED EQUIPMENT PLAN 1 11"x17" SCALE: 1/4" = 1'—O" 2' 1' 0" 2' EXISTING T-MOBILE TMA (TYP OF 3, 1 PER SECTOR) TO BE REMOVED TOP OF EXISTING POLE t92'-11" AGL TOP OF EXISTING EXISTING T-MOBILE PANEL ANTENNA /LT -MOBILE ANTENNAS III (TYP OF 3, 1 PER SECTOR) t91'-4" AGL III TO BE REMOVED RAD CENTER OF EXISTING T-MOBILE ANTENNAS t89'-O" AGL TOE OF EXISTING EXISTING T-MOBILE DIPLEXER T-MOBILE ANTENNAS a CTYOF 6, 2 PER SECTOR) t86'-9" AGL TOP TOPREMOVED ,JkEXISTING O.H. LINE t80'-5" AGL EXISTING T-MOBILE FEEDLINES [(12) 1-5/8" COAX] ROUTED WITHIN POLE REMOVE ALL FEEDLNES EXISTING SNO-PUD PVC CONDUIT h GRADE ASSUMED 0'-0" EXISTING OVERHEAD TRANSMISSION LINE (TYP) EXISTING STREET LIGHT EXISTING f92'-11" STEEL UTILITY POLE TOP OF T-MOBILE ANTENNAS t92'-11" AGL TOP OF EXISTING POLE t92'-11" AGL /L RAD CENTER OF T-MOBILE ANTENNAS t89'-11" AGL TOE OF T-MOBILE ANTENNAS t86'-11" AGL 6 I EXISTING O.H. LINE t80'-5" AGL e PROPOSED T-MOBILE AHLOA RADIO MOUNTED BEHIND ANTENNA A-3 (TYP OF 3, 1 PER SECTOR h GRADE ASSUMED 0'-0" T-MOBILE FEEDLNES [(2) HCS 2.01 ROUTED WITHIN POLE EXISTING SNO-PUD PVC CONDUIT PROPOSED T-MOBILE PANEL ANTENNA e2 (TYP OF 3, 1 PER SECTOR) A-3 PROPOSED T-MOBILE AEHCe A/RADIO A-3 ACTIVE ANTENN `PROPOSED T-MOBILE AHFIG RADIOe MOUNTED BEHIND ANTENNA (TYP OF 3, 1 PER SECTOR) A-3 I7\ PROPOSED T-MOBILE e1 ANTENNA MOUNT A-3 I I 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 ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. EXISTING OVERHEAD TRANSMISSION LINE (TYP) EXISTING STREET LIGHT EXISTING f92'-11" STEEL UTILITY POLE T Mo i; 1 s 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 1 RYKA#OON,SULTMWG 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 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T-MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDM0NDT3V=r =1\ SHEET NAME: Feb 24 TOWER P SHEET NUMBER: All 24"06" SCALE: 3/16" = 1'-0" 11"07" SCALE: 3/32" - 1'-0" 4' 2' 0" 4 EXISTING TOWER PROFILE 1 2 1 11�07" SCALE: 3/32" = 4'© PROPOSED TOWER PROFILE 1 1 MANUFACTURER: NOKIA MANUFACTURER: NOKIA MODEL: AHLOA RADIO MODEL: AHFIG RADIO e WEIGHT: 83.8 LBS WEIGHT: 79.4 LBS ®-- DIMENSIONS (HxWxD): 22.1"02.1"x7.4" DIMENSIONS (HxWxD): 27.6" x 13.4" x 5.6" FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF \/'�/_ I DATA SHEET v ` NOTE: ANTENNA TILT BRACKET (AS REQ'D) MOUNT PER MANUFACTURER'S SPECIFICATIONS NOTE: 19807 NORTH CREEK PKWYN BY ANTENNA MFR MOUNTING HARDWARE MOUNT PER MANUFACTURER'S SPECIFICATIONS BOTHELL, WA 98011 PROVIDED BY EQUIPMENT 12 1" 1 MFR i r PIPE MOUNTING BRACKETS RYKA#CONSULTMWG BY ANTENNA MFRM - 13 4" O � PLANS PREPARED BY: TOP PANEL MOUNTING PIPE ri ANTENNA TOP ISOMETRIC 7.4" MORRISON HERSHFIELD 600 STEWART STREET, SUITE 200 PIPE SEATTLE, WA 98101 Tel: 206.268.7370 W Ww.morrlsonheirshfield.mm MH PROJECT NUMBER: 202119200 ANCILLARY EQUIPMENT ni n \ N N N N FRONT SIDE FRONT SIDE NOTE: MOUNT UNIT PER MANUFACTURER'S RECOMMENDATIONS REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY 121"x17" SCALE:" SCALE: NNTS TS TYP ANTENNA MOUNTING 7 11 x17" SSCALE: NTS CALE: NTS TYP RADIO MOUNTING 6 11"x36" SCALE: NTS AHLOA 5 11 X17:: Ste: N AHFIG 4 LICENSURE: 11"x17" SCALE: NTS MANUFACTURER: COMMSCOPE y1t C E MODEL: FFW-65B—R3—V1 MANUFACTURER: NOKIA WEIGHT: 100.31 LBS (WITHOUT MOUNTING KIT) 04 WAS MODEL, NOKIA AIRSCALE MAA 64T64R 192AE 841 320W AEHC DIMENSIONS (LxWxD): 71.969" x 25.197" x 9.252" WEIGHT: 108 LEIS (W/O MOUNTING BRACKETS) FREQUENCY: REFER TO RF DATA SHEET DIMENSIONS: 38.2" x 21.5" x 5.9" F— FREQUENCY: REFER TO RF DATA SHEET y N L N �. TS 25.197" �S'Slo NAt ti`'G TOP ti z1.s" 9 252" 2-7/8" O.D. x 96" PIPE 25.197" SITE NAME: TOP PERRINVILLE/ 5 9„ SNOPU D/WITSMA 2�T—MOBILE SITE I.D. POLE SE01553E CROSSOVER PLATE KITSITE ADDRESS: 8307 188TH STREET SW M UNIVERSAL COLLAR MOUNT ED M O N D E (SITEPRO1 P/N LWRM OR u APPROVED EQUAL) SHEET NAME: 3-1/2"x42" SCH 40 GALV PIPE Feb 24 2@21 CONSTRUGTIC)NIVIONES DEVELOPMENT SERI ICES D ETAI LSDEPARTMENT ADAPTER PLATE (SITEPRO1 P/N FMA1 FRONT SIDE OR APPROVED EQUAL) SHEEP NUMBER: FRONT SIDE All 24"x36" SCALE: NTS AEHC ACTIVE ANTENNA/RADIO 3 11 X17" SSCALE INTS CALE: NTS ANTENNA SPECIFICATIONS 2 11 X17" SSE: rNTS ANTENNA MOUNT 1 11"x17" SCALE: NTS NOTE: ■ ■ Mo L I EQUIPMENT CABINET(S) TO BE 1 MECHANICALLY ATTACHED PER MANUFACTURER'S RECOMMENDATIONS 19807 NORTH CREEK PKWYN BOTHELL, WA 98011 MANUFACTURER: NWS 1 GALV. BOX FRAME (4) 5/8"0 HILTI KB—TZ EXPANSION MODEL: — i PART OF CABINETJ BOLTS (4-1/8" EMBED) INTO CONC DIMIENSIONS:110.2"x16.0"x3.2" OR PLINTH CONC SLAB RYKA#CON,SULTMWG a u u PLANS PREPARED BY: 10.2" 3.2" • BY MF NG KR � "'�' MORRISON HERSHFIELD 24"x36" SCALE` NTS CABINET ATTACHMENT 7 600 STE A STREET, SUITE 200 11"x17" SCALE: NTS SEATTLE, WA 96101 Tel: 206.268.7370 PIPE w .morrisonhershfield.Gom ( IL MH PROJECT NUMBER: 202119200 POWER CORD r xx CABLE LENGTH PENDANT RRtI END ENO H01LC CONNECTOR DLC FLEX CONNECTORS LW BOOT REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY 24"x36" SCALE: NTS NOT USED 6 x36" SCALE: NTS HCS 2.0 JUMPER CABLE 5 x17" SCE: NTS HCS 2.0 PENDANT 4. LICENSURE: 11"x17" SCALE: NTS 11 11"x17" SCALE: NTS 11 P�CIE Co w a4 WAS Cc) r �SSl�NAL MANUFACTURER: RAYCAP MODEL' — WEIGHT: 21.9 LBS DIMENSIONS: 14.0"x 16.0"x8.0" NOTE: MOUNTING KIT BY MFR SITE NAME: PERRINVILLE/ SNOPUD/WITSMA 14.0" 8.0" T—MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDMOND EC SHEET NAME: Feb 24 ioV FRONT VIEW RIGHT VIEW CONSTRUGTIONMOINES DEVELOPMENT SERI ICES DETAILSDEPARTMENT SHEET NUMBER: x36" SCALE: NTS NOT USED 3 11 X17" Ste: NOT USED 2 " SCALE: NTS HCS 2.0 JUNCTION BOX 1 A-4 11"x17" SCALE: NTS 11 rTS 11"x17" SCALE: NTS MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: NOKIA MODEL: ASIB MODULE MODEL: ABIA MODULE MODEL: ABIL MODULE ■ ■ ■ ■ DIMENSIONS: 8.6"x14.2%1.7" DIMENSIONS: 8.6"x14.2"x1.1" DIMENSIONS: 8.6"x14.2"x1.1" mom - l WEIGHT: 6.4 LBS WEIGHT: 4.6 LBS WEIGHT: 4.4 LBS 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 i 1 -N I __•:::::::__ °Nry RYKA#CONSULTM �v0i 6s" GROUNDING EIF3 EIF5 8.6" PLANS PREPARED BY: SOUT SR101 El SFP28 EAC RF1 RF2 RF3 RF4 RF5 RF6 S-RF1 S-RF2 A N Q o p MORRISON HERSHFIELD FRE 2S �oo�o0S O FF go O600 STEWART STREET, SUITE 200 O ��000000 0000°o 0000°o 0000°o 0000°o oo 0SEATTLE, WA 981010000000 000 0000 00000 O o000000800000000 0 0 o Tel: 206.268.7370 6 66 ® 00 00 00 00 00 00 00 00 00 00 O vnvw.morrisonhershfield.com 00 00 00 00 00 o S—RF1 S—RF2 MH PROJECT NUMBER: 202119200 SIN I SEI1 I I EIF4 I I LMP SEI2 EIF1 QSFP28 oi _ e8 �a1 5 :� o ••••• SS�SS�S � � ............. � r r) o PROPOSED ASS LOCATED PROPOSED ABIL LOCATED `PROPOSED ARIA LOCATED , WITHIN AMIA RACK WITHIN AMIA RACK WITHIN AMIA RACK REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY 11"x36" SCALE: NITS 24"x36" SCALE: ASIB 6 11"x17" SCALE: NITTSS ABIA 5 11"x17" SCALE: NITS ABIL 4. LICENSURE: 11 "x17" SCALE: NITS �+ �-• CE a4 WAS a MANUFACTURER: NOKIA MANUFACTURER: NOKIA MODEL: ASIK MODULE r MODEL: ABIC MODULE DIMENSIONS: 8.6"x14.2"x1.7' DIMENSIONS: 8.6"x14.2"x1.7" WEIGHT: 6.6 LBS WEIGHT: 5.8 LBS: FCIST£ �SSIDNAL�� 8.6" RF2 RF4 RF6 RF8 SITE NAME: PERRINVILLE/ 0 ®® 0000 O == ""Oo 88$88$888888888$ 0o SNOPUD/WITSMA 0000000 o ® aaa 0 0 m88Bo T—MOBILE SITE I.D. RF1 RF3 RF5 RF7 RF9 LMP SE01553E FAN STATUS SEI EIF1 EIF2 SITE ADDRESS: 8307 188TH STREET SW EDM ND . . z. ........... .... � � ii®- NuNtn © Ey:e �, 7 ........®®®®F®� HEET NAME. S Feb 24 2 1 ee ;;; ❑ o ', CONSTRUICTIONmoliEs DEVELOPMENT SE ICES o �®m ®®®. ... •• ems: m DETAILSDEPARTME PROPOSED ASK LOCATED WITHIN AMIA RACK SHEET NUMBER: 7 "x36" SCALE: NTS /� B IC 131 14"xSCALE: 36" NITS NOT USED 2 11"x17" SCALE: NITS 11 SCALE: NITS AS I K 1 11x17" SCALE: NITS/-1 lI MANUFACTURER: NOKIA - MODEL: FSMF MODULE n s" ■ ■M ®- - DIMENSIONS: 5.2"x17.6"0 6.5" Mo WEIGHT: 25.3 LEIS MANUFACTURER: NOKIA ■ ■ MANUFACTURER: NOKIA MODEL: IXR-E MODULE MODEL: AMIA DIMENSIONS: 17.25"00.0"0.75" 19807 NORTH CREEK PKWYN DIMENSIONS: 5.1 "X15.7"X17.6" NOTE: WEIGHT: TBD BOTHELL, WA 98011 WEIGHT: 11.2 LBS FSMF SHALL BE PLACED WITHIN 1 RADIO CABINET PER T—MOBILE REQUIREMENTS N RYKA*CONSULTMWG SIDE TOP PLANS PREPARED BY: 0 0 IPAN m m m m0 MORRISON HERSHFIELD o ® o o ® 600 STEWART STREET, SUITE 200 e SEATTLE, WA 98101 e e Tel: 206.268.7370 OPTIONAL POWER O .morrlsonhershfield.00m DISTRIBUTION OPTIONAL CAPACITY OPTIONAL TRANSPORT O ®� ® ® O O v SUB —MODULE EXTENSION SUB —MODULE SUB —MODULE °Dm °Dm MH PROJECT NUMBER: 202119200 m .............. - e - - oo - ao ° ®...................... o0 0 0 o � •®............... °°,o®off o �o 0 I E I0 0� - o °° ®� °°•a® DC OUTPUT SYNC OUT BE EX 1-2 DC INTPUT SYNC IN LMP SRIO EAC EIF2/RF/EXT6 RF/EXT1-3 EIF1 REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% nNAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY 11 x36" SCALE: NTS AMIA 6 11 "7" SCALE: NTS FSMF rJ SCALE: NTS21 x17" SCALE: NTS IXR-E 4 4::x36" SCALE: NTS LICENSURE: "x17" SCALE: NTS x1 CIE a4 WAS a y ,t �FGIST'S �SSl�NALG` SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T—MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDMOND12426 El: SHEET NAME: F1 CONSTRUID DEVELOPMENT SE ICES DETAILSDEPARTMENF SHEET NUMBER: 8 11 x36" SCALE: NTS NOT USED 3 11 ""x37" SCALE: NTS SCALE: NTS NOT USED 2 11 "x17" SCALE: NTS " SCALE: NTS NOT USED 1 11"x17" SCALE: NTS EXISTING ANTENNA AND COAX SCHEDULE REDS ANCHOR VERSION 5, DATED 09/09/2020 11:36:52 AM SECTOR ALPHA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT Al 45' 89'-0" 1 ANDREW SBNHH-1D65A-SR (HEX) 2' 0' 4 1-5/8" 221'f (2) DIPLEXERS (1) TMA SECTOR BETA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT B1 225' 89'-0" 1 ANDREW SBNHH-1D65A-SR (HEX) 3' 0' 4 1-5/8" 221't (2) DIPLEXERS (1) TMA SECTOR GAMMA AZIMUTH RAD CENTER NUMBER OF ANTENNASVENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT C1 315' 89,-0" 1 ANDREW SBNHH-1D65A-SR (HEX) 4' 0' 4 1-5/8" 221't (2) DIPLEXERS (1) TMA c SP ,Lii EXISTING T-MOBILE PANEL ANTENNA P [ANDREW SBNHH-1D65A-SR (HEX)] EXISTING T-MOBILE PANEL ANTENNA TO BE REMOVED [ANDREW SBNHH-1D65A-SR (HEX)] C1 / q�_ Al TO EXISTING BE REMOVED EXISTING T-MOBILE TMA (TYP OF 3, 1 PER SECTOR) EXISTING T-MOBILE DIPLEXER TO BE REMOVED (TYP OF 6, 2 PER SECTOR) TO BE REMOVED {� EXISTING STEEL UTILITY POLE B 1 EXISTING T-MOBILE ANTENNA MOUNT TO BE REMOVED EXISTING T-MOBILE PANEL ANTENNA [ANDREW SBNHH-1D65A-SR (HEX)] TO BE REMOVED I PROPOSED ANTENNA AND COAX SCHEDULE REDS ANCHOR VERSION 5, DATED 09/09/2020 11:36:52 AM SECTOR ALPHA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER ADDITIONAL EQUIPMENT LENGTH Al 0' 89'-11" 1 COMMSCOPE FFW-65B-R3-V1 (OCTO) - 0' _ _ _ (1) AHFIG RADIO (1) AHLOA RADIO A2 0' 89'-11" 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 120' 89'-11" 1 COMMSCOPE FFW-65B-R3-VI (OCTO) - 0' _ _ _ (1) AHFIG RADIO (1) AHLOA RADIO 82 120' 89'-11" 1 NOKIA AEHC ACTIVE ANTENNA/RADIO - 0' SECTOR GAMMA AZIMUTH RAD CENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT C1 240' 89'-11" 1 COMMSCOPE FFW-65B-R3-V1 (OCTO) - 0' *2 HCS 2.0 250't (1) AHFIG RADIO (1) AHLOA RADIO C2 240' 89'-11" 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 ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED PROVIDED UNDER SEPARATE COVER. A-3 e PROPOSED T-MOBILE ANTENNA MOUNT ePROPOSED T-MOBILE AEHC A-3 ACTIVE ANTENNA/RADIO 5 PROPOSED T-MOBILE AHLOA RADIO MOUNTED BEHIND ANTENNA A-3 (TYP OF 3, 1 PER SECTOR) R2 PROPOSED T-MOBILE PANEL ANTENNA A-3 ECOMMSCOPE FFW-65B-R3-VI (OCTO)] eA-3 PROPOSED T-MOBILE AEHC ACTIVE ANTENNA/RADIO *(1) HCS 2.0 WILL REQUIRE VOLTAGE BOOSTER; COORDINATE WITH CM PROPOSED T-MOBILE PANEL ANTENNA 2 [COMMSCOPE FEW-65B-R3-V1 (OCTO)] q-3 EXISTING STEEL UTILITY POLE PROPOSED T-MOBILE AHFIG RADIO 4 MOUNTED BEHIND ANTENNA (TYP OF 3, 1 PER SECTOR) A-3 PROPOSED T-MOBILE AEHC e ACTIVE ANTENNA/RADIO A-3 PROPOSED T-MOBILE PANEL ANTENNA 2 [COMMSCOPE FFW-65B-R3-V1 (OCTO)] A-3 T .Mo_a s 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. morrison h ershfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T-MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDM0NDT3V=r =1\ SHEET NAME: Feb 24 ANTENI"IEl DEVELOPMEN CONFIGURAT10f SHEET NUMBER: RF-1 24"x36" SCALE: 1/2" = 1'-0" 11"07" SCALE: 1/4" = 1'-0" 2' 1' 0' 2' EXISTING ANTENNA LAYOUT 1 2 1 11�07" SALE: 1/4" = 2' V 0" 2 PROPOSED ANTENNA LAYOUT 11 ........ __— --- • •Jra 1 ■ . Mobile ll Configuration 56791EI_SR_U21 * For SIG and LTE Airscale BB dimensioning refer to Fiber Port matrices. 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 RYKA*CONSULTING (Alpha, Beta & Gamma) LB+ MB Otto FDD - Lowhand Passe Antenna B 12 (L700) — 5 MHz B71(L600) —10 MHz PLANS PREPARED BY: L19+ B71(N600) — 10 MHz L70Q I Hill MORRISON HERSHFIELD LI1+AW53 FDD- Midhand 600 STEWART STREET, SUITE 200 SEATTLE, WA98101 - B4 (L2100) — 20 MHz Tel: 206.268.7370 sonhemhfi MH PROJECTrI NUMBERe1202119200 FU22BZ(L1900) — 20/�MHz A E H C REV DATE SSUED FOR BY B25 (L1900) — 20 MHz A 09/02/20 90% REVIEW _ RR LTE+SG B65 (AW53) — SMHz 0 09/16/20 100% FINAL RR B41 .3 SRAN — GSM PCS/UMTS 8 7 5 S 3 � rn AWS TDD - Band 41 SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL L2.5— 60 MHz AND STAMPED APPROVED BY MUNICIPALITY A H LO A A H F I G N 2.5—100+80 MHz LICENSURE: 700+600 AWS+PCS PACE co w ag W Asy/ 0 422 �FCISTf �SSl�NAL T Tap HCS2.0 HC52.0 SITE NAME: Ton►erTop TowerTop PERRINVILLE/ SNOPUD/WITSMA SRAN LTE + UNITS + GSM T—MOBILE SITE I.D. SE01553E FSMF SITE ADDRESS: 8307 188TH STREET SW 5G Airscale GSMIUMTS PCS EDMOND n SHEET NAME: Feb 24 LTE FDD/TDD PLUMg1"LMFE Dmso JE Airscale1 DIAGRAM EPARTMENF SHEET NUMBER: RF-2 - - 24"x36" SCALE: NITS PLUMBING DIAGRAM 11"x17" SCALE: NITS 1 EC ICES GROUNDING KEYNOTES O1 EXISTING HALO GROUND. 2 BOND EQUIPMENT RACK TO MASTER GROUND BAR USING A MECH. 2—HOLE LUG CONNECTION WITH (2) #2 AWG STRANDED GREEN JACKETED COPPER CONDUCTORS. O#2 AWG SOLID BARE TINNED COPPER CONDUCTORS BONDING RADIO/JUNCTION BOX TO HALO. TYP 1 1 3 FUTURE I' RACK BATTERY I� I 23" BOOA RACK � I J PDU RACK P P P P PROPOSED (2) 3" RIGID CONDUIT i 1 i ---- -- -- -- -- — -- -- -- -- -- -- -- --� A T MOE s 19807 NORTH CREEK PKWY N N BOTHELL, WA 98011 1 1 RYKA#CON,SULTMWG 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 W Ww.morrlsonheirshfield.mm MH PROJECT NUMBER: 202119200 REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T—MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDM0NDT3V=r =1\ SHEET NAME: Eel EQUIPME IIY>o 4 0 ELECTRI�ENT RTMEE GROUNDING PLAN SHEET NUMBER: E-1 1 24"x36" SCALE: NTS 11"07" SCALE: NTS 110S`LE 3/8NOT USED 121" C" - 1 EQUIPMENT ELECTRICAL/GROUNDING PLAN 11 DOOR ALARM ■ ■ ■ ■ e I SWITCH Q L I I7 a� RED CABINET BATTERY EXPANSION DOOR ALARM I DOOR ALM BLK TO HEATER RELAY HEATER HEATER OPT CABINET 19807 NORTH CREEK PKWYN BLK BLK RTN qJi • DAC ALARM 1 R RDI K AL2 DAC ALM IL21 BLK L1 L1 BLK SHELF 1 DL 1 2 D 3&4 RED RED L2 ® ® ® He He He BOTHELL, WA 98011 1 "`� 1 _ HfIfR ®HEATER RTN RED AL3 HTR ALM ALARM BLK RTN aG RN BLK REDSHELF R ON ON ON ON ON ON J9 J70� JB J3 J� � k� � BLU AL4 DC ALM 2 BLK BLK��F9 RFn 1 1A 1 A RYKA*OONSUL.TMWGJ8 RTN c GRN ..__ ..__ RN G DAC ORG AL5 DC MAL BLK BLK BLK ALARM DC POWER ALARM — — - — — - — ORG/WHT ___ RTN DCPP REAR VIEW RED RED RED 2 GRN AC POWER AL6 AC PWR HULOW GRN/WHT CONNECTIONSFri RE 1 -- RTN PLANS PREPARED BY: BLK AL7 BAT CAB DOOR 3 . k��L HEATER 'ESA` rJi swl _ HEAT © DOOR OPEN RTN BLK DEFECT ALB BAT CAB DAC RED 3 MORRISON H�SHFIELD L❑❑ -, }}�}}} SWITCH J739 JB J3 J274 • ®®�E ®® ®• HEATER Ll ALARM DC ALM ALARM ALARM CABLE DC PP ALM RLY PIN AL3 BLUE K10—NC DC MIN AL3 RTN K10—C AL4 ORANGE K11—NC DC MAJ AL4 RTN ORG WHT K11—C d77 AC MAINS HI AL5 GREEN K9—NC AL5 RTN K9—C RTN 240VAC DINRAIL AL9 BAT CAB CBALM ASSEMBLY 600 STEWART STREET, SUITE 200 RTN GREEN SEATTLE, WA98101 RTN &REENWIRES Tel: 206.268.7370 AL10 W Ww.morrisonhershfield.com RTN MH PROJECT NUMBER: 202119200 CODEX ALARM MODULE INSIDE FRONT DISTRIBUTION COVER RTN UPPER LEVEL V V V V b b b V ' MGB TERMINALS AL12 LOWER LEVEL DC ALARM WIRING RTN TERMINALS 0000 0000 GRN ALARM CABLE 1 O O O O O O 0 WHT LU WHITORG BLACK RED GR BL OR T (NOOTWUSED)R 0 0 OL2O OGO O O O �O� 70 71 73 74 76 77 K 9 K 10 K 11 FIELD WIRING 240VAC SINGLE PHASE 60Hz 200A MAX REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY 24 X36• SCALE: NITS ALARM WIRING DIAGRAM 4 11 X36• SCALE: NITS AC POWER WIRING DIAGRAM 3 LICENSURE: 11 11•Xi 7" SCALE: NITS11"xi7" SCALE: NTS CE NOTE: DIAGRAMS PROVIDED ARE PER MANUFACTURER 04 W A'sy/ INSTALLATION GUIDE G f+� y DC DISTRIBUTION —DOOR OPEN FROM VIEW a D "TIER 1RI OFTION 4(SIDETERMINALS VIEW)�FGis-r . k kk� '71ER"1 "TIER"2 'TIER"3 'TIER"4 G`l� THERMAL SYSTEM IP °�` THERMAL SYSTEM IP 0r1 BLK RED TO CABINET DC Sl�NAL DAC AND HEATER ZIP o ° dl DAC AND HEATER IP o o dI FUTURE USE 0 0 0 o FUTURE USE v0 0 0 o FUTURE USE IP FUTURE USE IPo 0 O O o FUTURE USE O O o FUTURE USEvo (a0 o Oo o OO ° 0 0 (0o 0 0 0o 00 0 (Do 0 m 0° 0 m (Do 0 0 0° Om 0o 00 0° 00 0o 00 (0o 00 0o 1 DAC DOOR PWR 25A FUTURE USE 1DA 0 0 D O 1 Op p p 0 FUTURE USE 1DA E= pc Op 0QO FUTURE USE 1DA OO OO O QO �0 DO FRONT oOOO Op OO 00 00 00 00 00 00 00 00 1200 12 00 FUSE BLOCK REAR SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T—MOBILE SITE I.D. 00000° am a. AoOOo am (Do SE01553E 0 ®O (Do OO m (Do am 0. OO m (O o DC-48V HOT BUS DC RETURN (CB FROTECTED) BUS OV(+) 0 ®O 0° O ®O O o 0 0 0 o O ®O O o SITE ADDRESS: 8307 188TH STREET SW JUMP R JUMPER JUMPER JUMPER EDMOND Er u o ° ° ° o o 0M SHEET NAME: CB AMARM PIN AND SWITCH CB PMARM PIN AND SWITCH CB PIN ANDD SWRCH PIN ANO SWRCH Feb 24 2 1 ORIENTATION o 'OFF" o ORIENTATION .0�. ORIENTATION o "OFC o ORIENTATION 'OFC CITY OF EDMO D IAG R1 W,%, ARTMEE ICES OBSERVE CORRECT ALARM PIN ORIENTATION SHEET NUMBER: 21 "x11 �" NOT USED 2 21 "x36" DC POWER WIRING DIAGRAM 1 E-2 SCALE: NTS SCALE: NTS T mo_a s 198117 NORTH CREEK PKWY N BOTHELL, WA 98011 FROM DIN 1 DISTRIBUTION i DAC (COOLING) CONTROLLER 9?YKAAik-70Nq H TMWG FROM DC DIN DISTRIBUTION J1 Oo TO CABINET ��Q{SW1 COOL ALARM BLOCK U"U � RED RED + PLANS PREPARED BY: LIGHT ASSEMBLY BLK BLK _ mn MORRISON HERSHFIELD LJ LIGHT 600 STEWART STREET, SUITE 200 JB SWITCH J8 J9 J7 J3 J2 14 SEATTLE, WA 98101 Tel: 206.268.7370 BLKC W W W.morrlsonheirshfielcl.mm O ® O BLK NC MH PROJECT NUMBER: 202119200 HEATER J9 ALARM NC FROM J7 DAC RED NC 1 DOOR J8 ALARM TO HEAT CONTROLLER BLK HEATER CONTROLLER DOOR OPEN DETECT FROM DC DIN DISTRIBUTION J, O SW, HEAT COHN FUNCTION JI PIWR IN J8 DELTA T JUMPER J9 OUTSIDE TEMPEfATURE J7 DACFAN (LOWER) J6 DACFAN (UPPER) J3 ALARM J2 COOLING INHBIT J4 HEAT REQUEST COHN FUNCTION JI PIWR IN J8 HEAT REQUEST J9 COOLING INHBIT J7 UNUSED J6 HEATER FAN J3 ALARM J2 DOOR SW INPUT J4 HEATER REALY CONTROL 24"x" SCALE: NTS 11"x1717" SCALE: NTS DC CABINET DOOR LIGHT POWER WIRING DIAGRAM 3 REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY LICENSURE: JB J9 J7 JB J3 J2 J4 O O CIE C �0 a4 W ASq DOOR OPEN FROM DETECT o y DOOR oo a 422 i _ Ko_700 FGIST RED BLACK o o as o �SSloNAt »60_ yG RED TO LED LIGHT O O BLACK a(aa (a0a 0 0 00 0 BucK TO HEATER RED O <. <. a a a O SITE NAME: PERRINVILLE/ ELEMENT El Elf El El BLACK o 0 0 0 0 SNOPUD/WITSMA AC PWR FROM CIRCUIT BREAKER RED E) e e V + V -48 � T-MOBILE SITE I.D. ? SE01553E RED BLACK TO DOOR V+ FROM DC UPPER FAN V_ BLK RED PLANT 25A SITE ADDRESS: RED 8307 188TH STREET SW TO DOOR V+ LOWER FAN V_ BLK ED M O N D El: WRE JUMPERS TO DC DSTRIBUTIONFFUSEI (REMOVEDIFOR SHEET NAME: Feb 24 iolli POSOTIONS CLARTY)BLACK CITY OF EDMO ��y D IAG R/ Wm%, ARTMSE ICES SHEET NUMBER: E-3 DC HEATING AND COOLING WIRING DIAGRAM 2 DC FUSE BLOCK WIRING DIAGRAM 1 11 i1 SCALE: NTS 1107" SCALE: NTS [e omaINI\[H3aa\Nll3. TYP TYP Oi NOT USED. ONOT USED. OEXISTING AGO 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 AGO 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 rr GROUND BAR O EXOTHERMIC CONNECTION E7 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#CON,SULTMWG 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 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY SITE NAME: PERRINVILLE/ SNOPUD/WITSMA T—MOBILE SITE I.D. SE01553E SITE ADDRESS: 8307 188TH STREET SW EDM0NDT3V=r =1\ SHEET NAME: NTENNA `F FPS, Ln ^ Ln' A C�IT�Y OF ^ EDMO GROUNam"DEPSE ENT TMEN SCHEMATIC SHEET NUMBER: E-4 1 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 v ' ' �''�9 3. EXISTING HOME RUN GROUND(S) TO BE REMOVED 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 1 STRANDED CU WIRE WITH GREEN, 60OV, THHN/THWN INSULATION. SIZE AS SPECIFIED COPPER GROUND BAR ON RYKA#CONSULTM WALL, ICE BRIDGE, FLOOR (TYPICALLY) NEW COAXIAL GROUND KITS W/ LONG BARREL OR ON ANTENNA To 1212� COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & PANI SCHEME SPECIFICATIONS: INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) P A k a o 120" MAX. PRODUCER (P) O 0,00 0 � NEW 1/4" THK COPPER GROUND BAR, CONNECTS TO WIRELESS EQUIPMENT CABINETS, O INSTALLED BY GENERAL CONTRACTOR O CABLE ENTRANCE GROUND BAR (CEGB), MAIN �O �O O OO �O�O �O OO OPLANS PREPARED BY: DISTRIBUTION FRAME GROUND BAR (MDFB), ANDSTANDBY ENGINE G 00O O O O O DO ANTENNA CABLE ENERATOR SET FRAME AND OTHER NOISE CABLE CONNECTOR PRODUCING EQUIPMENT. WEATHERPROOFING KIT (SEE NOTE 3) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ABSORBER (A1 TWO HOLE LUG, BOLTED TO MORRISON HERSHFIELD CONNECTS TO THE EARTH ELECTRODE SYSTEM GROUND BAR USING CABLE GROUND KIT GROUND BAR). SEE NOTE 1 & 2 `a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 000 0 INCLUDING CENTRAL OFFICE GROUND GRID, 3/8"-16X1/4" STAINLESS 600 STEEA T STREET, SUITE 200 BUILDING STRUCTURAL GROUND, METALLIC WATER STEEL HEX HEAD BOLTS SEATTLE, WA 98101 PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE AND HARDWARE Tel: 206.268.7370 0 0 0 0 0 0 0 0 0 0 0 0 0 00 GROUND SYSTEM, AND ELECTRICAL SERVICE W .morrisonhershfield.mm ENTRANCE GROUND. NOTES., MH PROJECT NUMBER: 202119200 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND O 20" MGB OR 10" ANTENNA AGB O NON —ISOLATED (N) 'TWO HOLE LUG, TO BE USED WITH CONNECTS TO EQUIPMENT NOT IN AN ISOLATED #2 AWG SOLID TINNED BARE CU WIRE GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT OR STRANDED CU WIRE WITH GREEN, FRAME GROUNDS AND DC GROUND CONDUCTORS 60OV, TO ANTENNA STRUCTURE, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. FIELD VERIFY FOR DC POWER SYSTEMS THAT SERVE CBN OR BUILDING RING GROUND OR MGB #2 AWG SOLID BARE TINNED BOTH CBN AND IBN EQUIPMENT 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COPPER GROUND WIRE (TYPE GL) ISOLATED (I) COLD SHRINK SHALL NOT BE USED. NOTE: CONNECTS TO THE SINGLE POINT CONNECTION -GROUND BARS AT BOTTOM OF TOWERS OR BAR (SPCB) FOR IBN EQUIPMENT MONOPOLES SHALL USE EXOTHERMIC CONNECTION REV. DATE ISSUED FOR BY A 09/02/20 90% REVIEW RR 0 09/16/20 100% FINAL RR SET NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY DESIGN PROFESSIONAL AND STAMPED APPROVED BY MUNICIPALITY 24"x36" SCALE: NITS GROUND BAR 6 11"x17" SSCALE: NTS CALE: NTS GRND CABLE CONNECTION 5 11"x17" SCALE: NITS COAX CABLE GROUNDING 4 LICENSURE: 11"x17" SCALE: NITS CE a4 WAS a y ,t �FGISTS TO ANTENNAS �SSl�NAt �yG RX2 TXi/RX1 COAX JUMPER (TYP) WEATHERPROOFING TYPE TA TYPE VN TYPE NC TYPE SS SITE NAME: KIT (TYP) PERRINVILLE/ CONNECTOR WEATHERPROOFINGGROUND KIT (TYP) KIT (TYP) SEE NOTE 2 SNOPUD/WITSMA #6 AWG ANTENNA CABLE TO COPPER ANTENNA GROUND BTS EQUIPMENT (TYP) BAR, ATTACHED DIRECTLY TO T-MOBILE SITE I.D. TOWER WITHOUT ISOLATOR. TYPE W TYPE VS TYPE VB TYPE PT NO WELDING OR DRILLING I SE01553E PERMITTED. O TO GROUND RING E�14 SITE ADDRESS: NOTES: 8307 188TH STREET SW DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS TYPE GT TYPE-SzY TYPE GR TypF ri EDMOND DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. SHEET NAME: Feb 24 i021 GROUNP ENT SOE ICES DETAILSDEPARTIVIENT SHEET NUMBER: E-5 24"x36" SCALE: NTS GRND CABLE CONNECTION 3 ;1"x37" SCALE: NITS NOT USED 2 ;;�%;;- SCALE:Nn CADWELD 1 11"x17" SCALE: NITS