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APPROVED BLD PLN BLD2022-0302+Architectural_Plan+3.9.2022_3.54.41_PM+2728370ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE T-MOBILE SITE NUMBER: T-MOBILE SITE NAME: T-MOBILE PROJECT: SITE INFORMATION CROWN CASTLE USA INC. SITE NAME: N FIRDALE VILLAG/DENTAL ❑i i❑ ❑ ❑ SE01705E N FIRDALE VILLAG/DENTAL L600 SITE ADDRESS: 10014 238TH STREET SW EDMONDS, WA 98020 COUNTY: SNOHOMISH MAP/PARCEL #: 00615800000100 AREA OF CONSTRUCTION: EXISTING LATITUDE: 47° 46' S9.25" LONGITUDE: -122° 22' 1.14" LAT/LONG TYPE: NAD83 GROUND ELEVATION: 356.1 FT CURRENT ZONING: 599 JURISDICTION: CITY OF EDMONDS, WA OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION PROPERTY OWNER: SAWYER THOMAS & PHAN QUYEN 1005 196TH PL SW LYNNWOOD, WA 98036-7188 TOWER OWNER: CROWN CASTLE USA, INC. 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CARRIER/APPLICANT: T-MOBILE 8960 ALDERWOOD ROAD PORTLAND, OR 97220 ELECTRIC PROVIDER: SNOHOMISH PUD TELCO PROVIDER: VERIZON TELECOM PROJECT TEAM A&E FIRM: P. MARSHALL &ASSOCIATES, LLC 6801 PORTWEST DR. STE 100 HOUSTON, TX 77024 (713) 677-0964 CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 USA INC. DISTRICT SEATTLE, WA 98109 CONTACTS: ALICIA POWERS -PROJECT MANAGER (206) 336-3218 ERIC OSLUND -CONSTRUCTION MANAGER (503) 867-0000 NOTE: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 &CROWN CONSTRUCTION MANAGER. CALL WASHINGTON ONE CALL (800) 424-5555 p CALL 3 WORKING DAYS BEFORE YOU DIG! DRAWING INDEX SHEET # SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERAL NOTES C-1.1 OVERALL SITE PLAN C-1.2 SITE PLAN C-1.3 EXISTING &FINAL EQUIPMENT PLANS C-2 EXISTING &FINAL ELEVATIONS C-3 ANTENNA SCHEDULES &PLANS C-4 EXISTING &FINAL PLUMBING DIAGRAMS C-5�C8 EQUIPMENT SPECS E-1 PANEL SCHEDULE AND ONE LINE DIAGRAM G-1 ANTENNA GROUNDING DIAGRAM G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. APPROVALS APPROVAL SIGNATURE DATE PROJECT MGR T-MOBILE RF ENGINEER SITE ACQUISITION CONSTRUCTION MGR SITE OWNER T-MOBILE DEVELOPMENT MGR T-MOBILE CONSTRUCTION MGR T-MOBILE OPS MGR T-MOBILE REGULATORY REVIEW T-MOBILE PROJECT MGR T-MOBILE PERMITTING THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. BUSINESS UNIT #: SITE ADDRESS: COUNTY: SITE TYPE: TOWER HEIGHT: a 3a, Poulsl�o 3Q5 DRIVING DIRECTIONS: APPROVED ❑PLANS MUST BE ON JOB SITE 826146 10014 238TH STREET SW EDMONDS, WA 98020 SNOHOMISH MONOPOLE 74' -10" LOCATION MAP Kingston Boa �dm ■ �� 1. 1r �. ��'�� PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER SCOPE OF WORK: • REMOVE (3) ANTENNAS • REMOVE (12) DIPLEXERS • REMOVE (6) TMAs • REMOVE (1) CONCEALMENT SHROUD • INSTALL (3) ANTENNAS • INSTALL (6) RRUs • INSTALL (1) HCS 2.0 J-BOX W/ BREAKOUT PENDANTS • INSTALL (1) 1-1/2" HYBRID CABLE • INSTALL (1) EXPANDED CONCEALMENT SHROUD GROUND SCOPE OF WORK: • REMOVE (1) INDOOR RACK • REMOVE (9) RRUs • INSTALL (1) 19" RACK W/: (1) RAYCAP VOLTAGE BOOSTER W/ (3) AMPLIFIERS & (1) CSR IXRE V2 ROUTER • REMOVE (E) POWER RACK • RELOCATE (E) LEC ROUTER TO WALL • INSTALL DELTA ELITE POWER RACK • INSTALL (2) LADDER RACKS • INSTALL (2) VERTICAL LADDER RACKS ��r�W�� SITE ID: SE01705E BU: 826146 LAT: 47° 46' 59.25" LONG: -122° 22' 1.14" Trr�� Shoreline W 522 ;,� �. �_. APPROVED BY PLANNING �� Mar 11 2022 ��th��l 0 522 �t�� al� NO SCSI DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING MECHANICAL ELECTRICAL 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2020 NATIONAL ELECTRICAL CODE REFERENCE DOCUMENTS: STRUCTURAL A DATE � Of Edmond s y MOUNT ANALYS ;�: BY OTHERS Building Department DATE ' . RFDS REVISIO 1WO�k � CELLULAR MODIFICATIONS DATE>Ad��s�s4f21----------------10014 238TH ST SW ------------ ORDER I >: 5695z�:�_ � __________________ REVISIO J:Ov�ler ; T-MOBILE �- 03/14/2022 Approved Date Building Official Erin C%la-t''f�-i' Permit Number; BLD2022-0302 0 0000 00 00 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN �fv CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D � O P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - � n � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: � GENERAL NOTES: � ELECTRICAL INSTALLATION NOTES: 3. 4. 5. ri 11 12 13 14 15 16 17 18 19 20 21 22 NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-701 1 &THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER. "LOOK UP" -CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED ALL RE UIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING Q TO LOCAL JURISDICTIONAL REQUIREMENTS. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ABBE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ABBE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURES) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). ALL SITE WORK TO COMPLY WITH AS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN Q CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF MOUNTS AND APPURTENANCES," AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GREENFIELD GROUNDING NOTES: 1 2 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21 l . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER: T-MOBILE TOWER OWNER: CROWN CASTLE USA INC. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 1 1. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. CONCRETE, FOUNDATIONS, AND REINFORCING STEEL: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER -TO -CEMENT RATIO (W/C) OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS AREAS FOLLOWS: #4 BARS AND SMALLER.................................................................................... 40 ksi #5 BARS AND LARGER...................................................................................... 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ....................... 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER.....................................................................................2" #5 BARS AND SMALLER.......................................................................... 1-1 /2„ CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB AND WALLS......................................................................................... 3/4" BEAMS AND COLUMNS............................................................................. 1-1/2�� 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1 100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). l . ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 1 10.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE 3M BRAND 1 2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION ORE UAL .THE IDENTIFICATION ( / Q ) METHOD SHALL CONFORM WITH NEC AND OSHA. b. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 1 l . POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90° C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "T-MOBILE". 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. CONDUCTOR COLOR CODE SYSTEM CONDUCTOR COLOR 120/240V, 1 Q� A PHASE BLACK B PHASE RED NEUTRAL WHITE GROUND GREEN 120/208V, 3Q3 A PHASE BLACK B PHASE RED C PHASE BLUE NEUTRAL WHITE GROUND GREEN 277/480V, 3� A PHASE BROWN B PHASE ORANGE OR PURPLE C PHASE YELLOW NEUTRAL GREY GROUND GREEN DC VOLTAGE POS (+) RED** NEG (-) BLACK** * SEE NEC 210.5(C) (1) AND (2) ** POLARITY MARKED AT TERMINATION ABBREVIATIONS: ANT ANTENNA (E) EXISTING FIF FACILITY INTERFACE FRAME GEN GENERATOR GPS GLOBAL POSITIONING SYSTEM GSM GLOBAL SYSTEM FOR MOBILE LTE LONG TERM EVOLUTION MGB MASTER GROUND BAR MW MICROWAVE (N) NEW NEC NATIONAL ELECTRIC CODE (P) PROPOSED PP POWER PLANT QTY QUANTITY RECT RECTIFIER RBS RADIO BASE STATION RET REMOTE ELECTRIC TILT RFDS RADIO FREQUENCY DATA SHEET RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT SIAD SMART INTEGRATED DEVICE TMA TOWER MOUNTED AMPLIFIER TYP TYPICAL UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT APWA UNIFORM COLOR CODE: WHITE PROPOSED EXCAVATION TEMPORARY SURVEY MARKINGS � ELECTRIC POWER LINES, CABLES, CONDUIT, AND LIGHTING CABLES YELLOW GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS COMMUNICATION, ALARM OR SIGNAL LINES, CABLES, OR CONDUIT AND TRAFFIC LOOPS POTABLE WATER RECLAIMED WATER, IRRIGATION, AND SLURRY LINES SEWERS AND DRAIN LINES T •Mobile• 8960 ALDERWOOD ROAD PORTLAND, OR 97220 CROWN � CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE) ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q VT A 11 /22/21 CS PRELIMINARY 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: DECOMMISSION OF WORK: GROUND SCOPE OF WORK: • REMOVE (1) INDOOR RACK • REMOVE (3) RRUs • REMOVE (12) DIPLEXERS • RELOCATE FROM EXISTING RACK TO 19" RACK: •• (1) FSMF POWER CONNECTION (FIELD VERIFY) EXISTING EQUIPMENT PLAN SCALE. 3/4"=1'-0" (FULL SIZE) 3/8"=1'-0" 1' b" 0 1' (llxl7) (E) T-MOBILE RRU's TO BE REMOVED (TYP. - 3 TOTAL) — (E) T-MOBILE DIPLEXERS TO BE REMOVED (TYP. - 12 TOTAL) _) GPS ANTENNA • INSTALL (1) 19" RACK W/: •• (1) FSMFUNIT •• (2) AMIA UNITS •• (1) ASIB UNIT •• (1) ASIK UNIT •• (2) ABIA UNITS •• (1) ABIL UNIT •• (1) RAYCAP VOLTAGE BOOSTER W/ (3) AMPLIFIERS •• (1) CSR IXRE V2 ROUTER • INSTALL (2) LADDER RACKS • RELOCATE (E) LEC ROUTER TO WALL • INSTALL DELTA ELITE POWER RACK _+/ ,O/ (P) T-MOBILE (1) VERTICAL LADDER RACK (E) T-MOBILE / PURCELL RACK (P) T-MOBILE �, �„+ � 19" RACK 2-,6'+ 3+ /�'-�'�+ (P) T-MOBILE (1) 19" RACK WITH: -[1] FSMF -[2] AMIA -[1] NEW ASIB -[1] NEW ASIK -[2] NEW ABTA -[1] NEW ABIL -[1] NEW VOLTAGE BOOSTER WITH [3] AMPS -[1] NEW CSR IXRe -[1] NEW FSEE (E) T-MOBILE DOOR PAD (P) T-MOBILE HCS 2.0 J-BOX (b) #2 AWG WIRE IN (P) OVERHEAD LADDER RACK BETWEEN [N] HCS J-BOX AND [N] DELTA RACK � (E) T-MOBILE 200A PPC � (E) T-MOBILE 200A METER W/ DISCONNECT (P) POWER PLUG WITH CAMLOCK FINAL EQUIPMENT PLAN SCALE. 3/4"=1'-0" (FULL SIZE) 3/8"=1'-0" 1' b" 0 1' (llxl7) (P) T-MOBILE (1) 125' HCS 2.0 TRUNK NOTE: LEAVE AT LEAST 18" BEHIND EQUIPMENT FOR REAR ACCESS (P) T-MOBILE FEEDLINE: (1) 1-1 /2" HCS 2.0 TRUNK CABLE (±75 LF) (P) T-MOBILE (2) OVERHEAD LADDER RACKS (P) T-MOBILE HCS 2.0 J-BOX '� (P) T-MOBILE [2] 1-1/4" EMP OVERHEAD CONDUITS WITH [3] 40A CIRCUITS EA. (P) [b] 3/4" OVERHEAD MLT BETWEEN J-BOXES AND DELTA RECTIFIER SHELF WITH [3] 40A CIRCUITS EA. (P) T-MOBILE (1) INDOOR ELITE RACK WITH (16) BATTERIES (E) GPS ANTENNA (P) T-MOBILE (1) 1" INNERDUCT BETWEEN [E] WALL MOUNTED LEC ROUTER AND 19" RACK WITH (2) SM LC TO LC FIBER PAIRS. (P) (2) SHIELDED CATb IN [N] OVERHEAD RACK BETWEEN [E] LEC ROUTER AND [N] 19" RACK. (P) (2) # 14 AWG THHN DC CABLES IN (P) OVERHEAD RACK BETWEEN[E] LEC ROUTER AND (P) DELTA POWER RACK. (P) T-MOBILE (1) VERTICAL LADDER RACK (P) T-MOBILE [2] 1-1/4" EMP OVERHEAD CONDUITS WITH [3] 40A CIRCUITS EA. (P) [b] 3/4" OVERHEAD MLT BETWEEN J-BOXES AND DELTA RECTIFIER SHELF WITH [3] 40A CIRCUITS EA. KEEP (E) EXTERNAL LOCP AND REWIRE TO (P) FSEE T •Mobile• 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN �fv CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 ,EXISTING 74'-10" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: E) HEIGHT OF STRUCTURE (E) T-MOBILE EQUIPMENT TO BE REMOVED: (3) ANTENNAS (6) TMAs (12) DIPLEXERS (1) CONCEALMENT SHROUD � T-MOBILE EQUIPMENT TO REMAIN: � ANTENNA COLLAR MOUNT � TMAs MOUNTED TO PIPE DLUMN @EACH SECTOR � 10'-0" TALL RADOME (E) T-MOBILE FEEDLINES TO BE REMOVED: (12) 7/8" COAX CABLES EXISTING TOWER ELEVATION SCALE. 3/16"=1'-0" (FULL SIZE) 4' 2' 0 4' 3/32"=1'-0" (1 lxl7) NOTE: ELEVATIONS AND/OR CONCEALMENT DRAWING ARE ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT T-MOBILE AND THE CROWN CASTLE CM. MOUNT ANALYSIS NOTES: 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY A CORRESPONDING PASSING MOUNT ANALYSIS. 2. CONSTRUCTION MANAGER /GENERAL CONTRACTOR SHALL REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION. 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. "LOOK UP" — CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED T0: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. (E) HEIGHT OF STRUCTURE ELEV. 74'-10" � (E) CARRIER CENTER I ELEV. 72'-0" I I I I I I I I I I (E) CARRIER CENTER ELEV. 62'-0" (E) T-MOBILE RAD CENTER ELEV. 55'-0" ,� EXISTING GRADE ELEV. 0'-0" (P) [3] P2P EACH ANTENNA USE 6' ANTENNAS (P) T-MOBILE P2P AND [3] AHLOA AND [3] AHFIG B2B ON [3] [N] 3' PIPES WITH TO MAST PIPE J (P) VENTED CANISTER (DEIGNED BY OTHERS) (P) T-MOBILE EQUIPMENT: (3) ANTENNAS (6) RRU'S (1)HCS2.0 (E) Q24" CENTER MAST i (P) T-MOBILE FEEDLINE: I (1) 1-1/2" HCS 2.0 TRUNK CABLE (±125 LF) I I FINAL TOWER ELEVATION SCALE. 3/16"=1'-0" (FULL SIZE) 4' 2' 0 4' 3/32"=1'-0" (1 1x17) ��c�� 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN �fv CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE, ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: MOUNT ANALYSIS NOTES: l . THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY A CORRESPONDING PASSING MOUNT ANALYSIS. 2. CONSTRUCTION MANAGER /GENERAL CONTRACTOR SHALL REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION. 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. ANTENNA AND CABLE SCHEDULE SCALE: NOT TO SCALE NOTE: ANTENNA PLANS AND/OR CONCEALMENT DRAWING ARE ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT T-MOBILE AND THE CROWN CASTLE CM. (GAMMA 240° AZIMU EXISTING ANTENNA SCHEDULE SECTOR POS. TECHNOLOGY CENTDER AZIMUTH MANUFACTURER ANTENNA MODEL TOWER MOUNTED EQUIPMENT FEEDLINE TYPE ALPHA Al L700/U2100/L2100/G1900 47'-0" 0° ANDREW DBXNH-6565A-A2M (2) ECC1920-VPUB DIPLEXERS COAX ALPHA A2 - 47'-0" 0° - - (2) ETM19V2S12UB TMAs COAX ALPHA A3 - 47'-0" 0° - - (2) GENERIC AWS/AWS DIPLEXERS COAX ALPHA A4 - 47'-0" 0° - - - COAX BETA Bl L700/U2100/L2100/G1900 47'-0" 120° ANDREW DBXNH-6565A-A2M (2) ECC1920-VPUB DIPLEXERS COAX BETA B2 - 47'-0" 120° - - (2) ETM 19V2S 12UB TMAs COAX BETA B3 - 47'-0" 120° - - (2) GENERIC AWS/AWS DIPLEXERS COAX BETA B4 - 47'-0" 120° - - - COAX GAMMA Cl L700/U2100/L2100/G1900 47'-0" 240° ANDREW DBXNH-6565A-A2M (2) ECC1920-VPUB DIPLEXERS COAX GAMMA C2 - 47'-0" 240° - - (2) ETM 19V2S 12UB TMAs COAX GAMMA C3 - 47'-0" 240° - - (2) GENERIC AWS/AWS DIPLEXERS COAX GAMMA C4 - 47'-0" 240° - - - COAX PROPOSED ANTENNA SCHEDULE SECTOR POS. TECHNOLOGY AZIMUTH ANTENNA MODEL TOWER MOUNTED EQUIPMENT FEEDLINE TYPE CENTDER MANUFACTURER ALPHA Al L700/L600/N600/L2100 55'-0" 0° COMMSCOPE FFVV-65B-R3-V1 (1) AHLOA / (1) AHFIG HCS 2.0 TRUNK /L1900/G1900/U2100 (1) HCS 2.0 J-BOX ALPHA A2 - 55'-0" 0° _ _ W/ BREAKOUT PENDANT ALPHA A3 - 55'-0" 0° - - - - ALPHA A4 - 55'-0" 0° - - - - BETA Bl L700/L600/N600/L2100 55'-0" 120° COMMSCOPE FFVV-65B-R3-V1 (1) AHLOA / (1) AHFIG SHARED HCS 2.0 /L 1900/G 1900/U2100 TR U N K BETA B2 - 55'-0" 120° - - - - BETA B3 - 55'-0" 120° - - - - BETA B4 - 55'-0" 120° - - - - GAMMA Cl L700/L600/N600/L2100 55'-0" 240° COMMSCOPE FFVV-65B-R3-Vl (1) AHLOA / (1) AHFIG SHARED HCS 2.0 /L 1900/G 1900/U2100 TR U N K GAMMA C2 - 55'-0" 240° - - - - GAMMA C3 - 55'-0" 240° - - - - GAMMA C4 - 55'-0" 240° - - - - (ALPHA) 0° AZIMUTH (ALPHA) 0° AZIMUTH Al/ � � _ — — — ' — Al � � � ' � / i � � �� /� �. .� \ EXISTING ANTENNA PLAN SCALE: NOT TO SCALE 1L� I-IVIV VILL VII LL/\LI\J COMMSCOPE - ECC1920-VPUB TO BE REMOVED (b TOTAL, 2 PER SECTOR) (E) CONCEALMENT SHROUD TO BE REMOVED (E) T-MOBILE ANTENNAS ANDREW -DBXNH-6565A-A2M TO BE REMOVED (3 TOTAL, 1 PER SECTOR) y (P) T-MOBILE RADIOS NOKIA -AHFIG MOUNTED BELOW ANTENNA ON P2P MOUNT (3 TOTAL, 1 PER SECTOR) 2 ,, , ,.,...,,�L , ,..,,, �.., W/ BREAKOUT PENDANT _ _ _ _ �' (1 TOTAL) FINAL ANTENNA PLAN SCALE: NOT TO SCALE TOWER LOADING SUMMARY STATUS CABLE TYPE SIZE LENGTH QUANTITY NEW HCS 2.0 TRUNK 1-1 /2" 125'-0" 1 FINAL CABLE QUANTITY: 1 (P) T-MOBILE ANTENNAS COMMSCOPE -FFVV-65B-R3-Vl (3 TOTAL, 1 PER SECTOR) (P) T-MOBILE RADIOS NOKIA - AHLOA MOUNTED BELOW ANTENNA ON P2P MOUNT (3 TOTAL, 1 PER SECTOR) (P) VENTILATED CONCEALMENT SHROUD (DESIGNED BY OTHERS) ��c�� 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN f v CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE, ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: EXISTING PLUMBING DIAGRAM 1 SCALE: NOT TO SCALE Configuration 6791B_Sft (Alpha, Beta &Gamma} L B f B �'ct� P��535Vr2 �f't�I1C1� vao L600 rv��a ��0�-�� FlC52.4} Trunk L19 L�1 + A� u�� AHFIG AVU`S+ GCS �O � G��u�d H.� Tie rT� p *for 5G �r�d LTE �4irscal� �� di�ne�s�oo�i�g refer to fiber port matrices � — S III H � L�00 —1�Q H� �54]C] — 1� H� ��i~l� L 10 — � Hz L1�0� — O MHO L'V�1S : — . Ili H z 5� —+Sfl-ITS S R� � LT � + D IVI TS + +� IVI ' FIV�F P LTE A i rsC�a I� 2 FINAL PLUMBING DIAGRAM SCALE: NOT TO SCALE 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN �fv CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: 1 NOT USED SCALE: NOT TO SCALE FRONT TOP SIDE HCS 2.0 J-BOX WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. SIZE (HxWxD): 14.Ox1 b.Ox8.0 IN. HCS 2.0 J-BOX DETAILS 4 SCALE: NOT TO SCALE FFVV-65B-R3-V1 8-porlt sector antenna, 4x 617-894 and 4x 1695—z690 MHz, 65° HPBW, - - - -.- - 3xRET General Specifications Antenna Type Band Color Grounding Type Performance Note Radome Material Radiator Material Reflector Material RF Connectorinterface RF Connector Location RF Connector Quantity, high band RF Connector Quantity, low band RF Connector Quantity, total Remote Electrical Tilt (RET) Information RET Interface RET Interface, quantity Input Voltage Internal RET Power Consumption, idle state, maximum Power Consumption, normal conditions, maximum Protocol Secior Multiband Light gray RF connector inner conductor and body grounded to reflector and mounting bracket Outdoor usage Fiberglass, UV resistant Low loss circuit board Aluminum 4.3-10 Female Bottom 4 4 8 8-pin DIN Female 18-pin DIN Male 1 female I 1 male 10-30 Vdc High band (2) I Low band (1) 2W 10W 3GPP/AISG 2.0 (Single RET) 2 COMMSCOPE FFVV-65B-R3-V1 SCALE: NOT TO SCALE • .. � IAIIAIIAIIAIIAIIAIIAIIAIIAIIAIIAIlAlOIAIIAIIAIIAI �� r �i � � � � „ �"�e"e"e'=G� G: iG�iG�G:�G�G� � GiG�iG:�G:� `_�: � ® u �� .. • � NOKIA CSR IXR-E V2 ROUTER WEIGHT: 11.2 LBS. SIZE (HxWxD): 1.75x17.25x10.0 IN. NOKIA CSR IXR-E V2 ROUTER 5 SCALE: NOT TO SCALE BASED BOX ASSEMBLY HEAT SHRINK TU 3RID CABLE HCS 2.0 FIBER FEED W/ PENDANT WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. SIZE (HxWxD): 14.Ox16.Ox8.0 IN. HCS 2.0 FIBER FEED W/ PENDANT DETAIL SCALE: NOT TO SCALE FdA�'CA�: ��kJti'ERPLUS �[31U aIM��lOAOS: h'�EfGHlF= 1F.6' xt3�'a 4.7' �_1 L�5 � r-� � � 1� � a _� � Lr•F 111• ITa, saw. ,,.�. , L, Y� -.I _I � . J . ,-* �� __ i�JL — � - +t�4 �' ,,- It'Yt �■ �_ �I RAYCAP VOLTAGE BOOSTER SPECS 0 PSU 4813 VOLTAGE BOOSTER WEIGHT : 17.2 LBS. SIZE (HxWxD): 1.7x19.Ox14.41N. ��c�� 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN �Jv CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: SCALE: NOT TO SCALE NOKIA AMIA WEIGHT: 1 1.2 LBS. SIZE (HxWxD): 5.2x17.bx15.7 IN. SKU# 33389 — NOKIA AMIA 1 SCALE: NOT TO SCALE NOKIA ABIL WEIGHT (UNIT ONLY): 4.4 LBS. SIZE (HxWxD): 1.1x8.bx14.21N. SFP28 S—RFl S—RF2 ®mm®mmmmmmm®mm®mmm®mm mm �C mmm®mm®mm®mmmmmmm mm ° ®m®mm®mm®mmmmmmm mm m 0000000g00000000 ® m oo m o S—RF1 S—RF2 QSFP28 0 000000000000000000000000000000000000000 °o °o ®°o °o ®°o°o ®°o o ®°o°o ® o p p 000000e000000000000000000000000000000000 ®aa®oo®oo®oo®oo®o ® Oo000000000000000000000000000000000000000 %% ®%o® oo® %8® 08 ®� 0 000000000000000000000 00 0® 888v000g88v0008° � 88�8 o® o ��® ��o o® � QVQ ® m o® e eeesees e e asses ee e O O PROPOSED ABIL LOCATION 0 0 0 0 0 NOKIA ASIB WEIGHT (UNIT ONLY): 6.4 LBS. SIZE (HxWxD): 1.7x8.bx14.2 IN. �I` 0000000000000000000000000000000000000000 %%®%%®88®%%®88®% p O o000000000000000000000000eeeee0000000000 o®oo®oo®aa®oo®O°o ® O o O o®oo®oo®oo®oo®O 0 000000000000000000000 0o o000000000000000 � oo® °® oo°000°°000°0000 00 0 0000000a00000000 0 0 00 0 0 o® ��0000� o ��O o ® � 000 ®p m ® � � e eeeeeee a eeeeeea ee e PROPOSED ASIB LOCATION SKU# 34104 —NOKIA ASIB SCALE: NOT TO SCALE NOKIA ABIC WEIGHT (UNIT ONLY): 5.8 LBS. SIZE (HxWxD): 1.7x8.bx14.2 IN. RF2 RF4 RF6 RF8 00000000;L 000000000000000000000000000000 00®%%®%8®88®8%®Sa p o o000000 0 0000000000000000000000000000000 oo®oa®a°®oo®oo®g O,�.,,p 0 c®oo®oo cc®oorrnOO I�lo po 000000000000000000000 00 0® o000000000000000 ®oo® o°on°°onno°oo°°o °o ° 0000000800000000 0 00 0 0 � o® o��® o ��o o® �Q�Q ®p m ® e eeeeeee a ee eases ee e � PROPOSED ABIC LOCATION 0 0 0 0 0 0 0 0 0 0 �� NOKIA ABTA WEIGHT (UNIT ONLY): 4.6 LBS. SIZE (HxWxD): 1.1x8.bx14.21N. 0.6.. RFl RF2 RF3 RF4 RF5 RF6 v o000000000000®0O0®0O0®0O0®000®ovv °v °a° o 0000a0000000000000000000000000000000000 a� o0 00 00 00 00 vv ®oo®oo®oo®oo®oo®oav 00 00 00 00 00 0 °vv °vv vg o000000®00000000°®00°®0°00®°o°o°®O°o°a°v °v°v �°O000°o°o°o°o°o°o°o°°o°o°o°o°o°o°o°o �Oo°o��°o, v� 8 0 0 0 000 0 0 0 _ 000 o I�I� o 0000 °vv ®® o �� o0 00 00 � � ov a o == o n � U � � ® ® 0 m o° ® 0 000000 ° o 00 0 6 9 9999899 9 99 a9B99 96 6 PROPOSED ABTA LOCATION SKU# 33388 —NOKIA ABTA SCALE: NOT TO SCALE NOKIA ASIK WEIGHT (UNIT ONLY): b.b LBS. SIZE (HxWxD): 1.7x8.bx14.21N. m 0 0 0 0 ts.b" I \� t� 11 11 • � • t� 11 � t� 11 �� • �� • • �� > • t� �> �$ �� a a a �_ • �� FAN LMP STATUS SEI EIFI EIF2 0000000000000000000000000000000000000000 °v°v ®oo®oo®oo®oo®oo®ovv vv vv p o000000000000000000000000000000000000000�ao ao ®gg®So®og®o8®gg®8 ao ao 0 O O vv o 000000000000000000000a00000000000000000o a� %% ® %% ® 8% ® S%® %% ® % vpv �o oo°000 oouuu000uuu000uo � oo�d'ap 8888888g8888o088 88 8 ° ° ° 0 000 0 0 0 �� 000 � � ° 0000 o a� av — o0 00 0 � � ovv a� ®® ��Ydoo®o __ a� ° a� vv O ® �//I��jj� I//I��jjl I/(��I77I g vv � U U U 107 ® m o oo o a e eeeeeee e e eee®e ®e e PROPOSED ASIKLOCATION 0 /\ 0 ❑ ❑ 0 ❑ O O � ❑ 8960 ALDERWOOD ROAD PORTLAND, OR 97220 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D � O P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT — � n � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: SKU# 33617 —NOKIA ABIL SCALE: NOT TO SCALE SKU# 34103 —NOKIA ABIC SCALE: NOT TO SCALE �� SKU# 33615 — NOKIA ASIK U SCALE: NOT TO SCALE AirScale Dual RRH 4T4R B12/71 240W AHLOA (Draft) 2 ©Nokia 2017 Confidential 1�01 �O �� L� �Oj tOJ • .a ... Supported Frequency bands 3GPP Band 12/71 Frequencies Band 12 adjusted: Rx 698 -715 MHz, TX 728-745 MHz Band 71: RX 663 MHz- 698 MHz, TX 617 MHz-652 MHz Number of TX/RX paths/pipes 4 pipes; 2T2R, 2T4R, 4T4R for both bands Instantaneous Bandwidth IBW 16 MHz far B12 and 35MHz for 671 1 MHz below 612 NB IOT future use Occupied Bandwidth OBW 52 MHz total across bands Output Power 60W per TX shared between bands Supply Voltage /Range DC-48 V / -36 V to -60 V Typical Power Consumption 664W [ET51 Busy Hour Load at 4TX�G 60W (Both Bands Active}] 395W [ET51 Busy Hour Load at 4TXeD 30W (One Band Active)] Antenna Ports 4 ports, 4.3-10+ Optical Ports 2 x CPRI 9.8 Gbps ALD Control Interfaces AISG3.0 from ANT1, 2, 3, 4 and REf (DC on ANT1 & ANT3) Other Interfaces External Alarm MDR-265erial connector (4 inputs, 1 Output) DC Circular Power Connector Physical 560 mm x 308 mm x 189 mm Approximately 38kg with no covers or brackets Operating Temperature Range -40°C to 55°C (with no solar load) Surge Protection Class II SA Installation Options Vertical &Horizontal Book Mount, Pole &Wall Mount NO NOKIA -AHLOA WEIGHT (WITHOUT MOUNTING HARDWARE): 83.77 LBS SIZE (HxWxD): 22.04x12.12x7.441N. �i� NOKIA - AHLOA � SCALE: NOT TO SCALE r +.. LENGTH"D" 703-112" PIPE O.D. TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, 8HEARED AND GAS CUT EDGES (t 0.090 DRILLED AND OAS CUT HOLES /50.090 % - NO CONING OF HOLES LASER CUT EDGES AND MOLES (S 0.0f0 % - NO CONING OF HOLES BENDS ARE 3112 DEGREE ALL OTHER MACHINING (t 0.090 ALL OTHER ASSEMBLY (t O.OBO 1 7eehnolo�r J ��i F�� jf�l� �� d� ��r�� KIA �� .� �� I ��%�� I �� rl�� r�� I �� i � I-I-M�� I � ITEM OTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET Wr. 1 8 SCP CLAMP HALF, 1/2"THICK, S-7I3" 1.26 10.00 2 B C 1/2"THREADED ROD D E F S 16 G12NUT 1/2" HDG HEAW 2H HEX NUT 0.07 1.14 4 16 G12LW 1/2" HDG LOCKWASHER 0.01 0.22 6 16 G12FW 1/2^HDG USS FLATWASHER O.OS 0.54 DESCRIPTIOIJ PIPE TO PIPE CLAMP SET 1-112" TO 3-1/2" PIPE 1/2" THICK CLAMP KCS SI21I2012 CUSTOMER I CEK 2I1812013 13.68 ® NeawaYOA. NY Englneering AUanta.OA 8uppoM1Team: Loa Angeles, CA 1-888-]5&]446 PlymouN,IN Splpm, DR A YalDwetr�llM D.na:. Tx SEE ASSEMBLY "A" o ; r D SCPxxK �n� NOKIA - AHFIG L SCALE: NOT TO SCALE INSTALLER NOTE: l . ALL PIPES, BRACKETS, AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. �� 'l.�O�.nI�� Elie �� P'��r 5�� It� ��w�r �yr�t�m) rrna>r�arrt�i�d In r a' �� 1l4fa� r1L+C�1�1� ■ {� f �.�-p�slt��rr ��T I:u� ��alpl�t�° ��k �'` High ��p►a*t rellan� rack— �Qrre �I ra�e� h�t:�ber*tr��— kids i�l�lhr b�ri�� 'r��lr�� I�Itt�ry �I�IIr� �Irl�l� �� k��i��r'� �ir�cuit breaker r�ara+E. '�.41 �� ig5,�1��1•rr sI<rll�s �� Mr�sk.r�lled� � �Ft#I�ftil �,�ntr�ll�r � ��'elr� Lea �r�rr# I�oce�� Loacl L�i�tri6�utiarr I� ��E Il�a� �r°r�Is�r Ph��it�Iti� ��I�ta � 4!p tl,� 1�A� fir p��iti�rl �� Batter�p Lan�dirti�s � � x �" I�CIlles � �Irr Center 't4 �e nt�r �a � x �' F�I�$ — �"' �rrt�r t� �rlk�rr �,?� RACK MOUNTED 400A POWER SYSTEM `� SCALE: NOT TO SCALE Frequency Bands &Sectors Frequency Band Colors Lowband - 600/700 ............. IOira PCS - 1900 AWS - 2100/1700 Gray Sector Colors Alpha Beta Gamma Delta Yellow Epsilon White Zeta - Alpha Sector Example AWS - 2100/1700 Lowband - 600/700 1 1 PCS-1900 Dual Band (PCS/AWS) ��c�� 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN f v CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 ,EXISTING 74'-10" MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - w � w-12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: PIPE TO PIPE CLAMP DETAIL SCALE: NOT TO SCALE PIPE TO PIPE MOUNTING DETAIL `� SCALE: NOT TO SCALE �� RF JUMPER COLOR CODING U SCALE: NOT TO SCALE SPECIFICATIONS CAPACITY (AH) NOMINAL DIMENSIONS NOMINAL MODEL NUMBER VOLTAGE WEIGHT 8 HR TO 1.75 VPC 10 HR TO 1.8 VPC INCHES MILLIMETERS A B C A B C LBS Kg @ 25° @ 25° NSB 190FT 12 183 / 186 AH 187 / 190 AH 22.0 4.9 12.6 560 125 320 124.3 56.3 RED BATTERY I�I ELECTRICAL DATA SHORT INTERNAL MODEL NUMBER CIRCUIT RESISTANCE CURRENT (mOhms) NSB 190FT RED BATTERY 5000 A 2.8 FLOAT VOLTAGE CONSTANT VOLTAGE CHARGING IS RECOMMENDED. RECOMMENDED FLOAT VOLTAGE: 2.27 +/- 0.02 VPC. CHAPTER 12, SECTION 1206 ELECTRICAL ENERGY STORAGE SYSTEM 1206.2 SCOPE: STATIONARY STORAGE BATTERY SYSTEMS HAVING CAPACITIES EXCEEDING THE VALUES SHOWN IN TABLE 1206.2 SHALL COMPLY W/ SECTION 1206.2.1 THROUGH 1206.2.12.6, AS APPLICABLE. BATTERY STORAGE SYSTEM THRESHOLD QTY'S CATTERY TECHNOLOGY CAPACITY ALLOWED LEAD ACID, ALL TYPES 70 kWh (252 MEGAJOULES) AH =VOLTAGE (AH)/1000 VOLTS AH kWh NO. OF BATTERIES TOTAL kWh 12 190 1000 2.28 16 36.48 CONCLUSIONS: 36.48 < 70 kWh SECTION 1206.2 DOES NOT APPLY TOTAL BATTERY WEIGHT (16 BATTERIES): 1,988.8 LBS TOTAL GALLONS -ELECTROLYTE &ACID (16 BATTERIES): 44.48 NORTHSTAR NSB 190FT RED BATTERY SPECS SCALE: NOT TO SCALE 3 DELTA 19" FLEX RACK DETAILS SCALE: NOT TO SCALE jly�l ��} �TF��5r �1 B CE: _L�-�.Di.�L'I CIF SrA.L'1iE I�E�s+.1��a I.E�J� .��a ,'rFILA} E.I++ITEFIIE � _ TOTAL ELECTAOL'�'= 'at."t LJU.� � 3F.�# �_= ._ �,1 �� rY�fp_ I�]G IYF #X 5fF#-17 UMi�. ii�EL[ haJr�--� �;E,1-F'�i•, ••mow �DAI r D �F4�Ih� PFoc�1�6�18 FP.I�!MT AMID IRE, a.�� r� -� � �� , �e �._ 1�Jti NTEIT T i�N7�El�, >=,L, � • s r��lf �. � � �� ,. �� .�•� �23.E� �� ;� 12424 uNt: _ �, r ' 1.F5 DETAIL E SALE 1 - d h�A�I�EL� �ROUND�3 �'R�iti�I�Y'iN�. � P'LC!5. -�, ,_,, — ,.1_ �4� � 4 pETAII c' '50bk E 1 �E�Ia: H=OLE ATTFRN� •art Y ■• �y f �9 EI�1TEi� T TIC '�d� °'�RI1) �� '�'_��L - �:�- iDETAJL E fiDAI F ' : �1 ..,a•Dr�IA =�=�.1 MOLE Pr'aTTEf�N'1 �1 5� LpE�Rl�1'I�J+1 " ' 1'�" PANEL hri�U�ITIN� � Gr'r.�r�11F41 DEEP EASE _ EIr�F�� 4� EI.� Ft�� Ih! F�EAF� ITF+ ' 1�4 r+li�l�lr� FLEI PATTERNS �+ I'v FR�hIT �+ 2 CIA �4� �E ' T EL�� V 1:14VIA5 C� •� m �� C=T�1_ uE��l F 1 ; s ■r i� �r ri .� �i �r r� ■i rl ■r r� .. .■ yr ri .. .■ .. .■ .. .■ .i :� .. .■ ■r rl F r� �- �JG- -� S�F E. E�X�:a�= B+4' HE�rr DELTA 600A POWER RACK SPECIFICATIONS SCALE: NOT TO SCALE G =1r�1_ a 7� i�ioi�i �� , ��_��, TAR '�"1=�ti�' O ❑ ❑ ❑ ❑ O O 0 ❑ 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN �fv CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE) ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: 8" PVC PLUG � 8" PVC PLUG CPLG. (THRD.) TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 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 TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: l . DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. ANTENNA SECTOR GROUND BAR DETAIL SCALE: NOT TO SCALE TO TOWER MOUNTED EQUIPMENT (TYP) TO ANTENNA STANDARD COAX CABLE GROUND KIT (TYP) #b STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION (OR AS PROVIDED WITH GROUND KIT) (TYP) MONOPOLE 4 r ANTENNA GROUND BAR LOCATED AT MCL I I (BONDED TO TOWER STEEL) 2 HOLE LUG (TYP) �....... MECHANICAL CONNECTION (TYP) COAX GROUND BAR WITH COAX CABLE �� INSULATORS, CONNECTED (TYP FOR ALL) `, DIRECTLY TO THE BOTTOM OF MONOPOLE. SEE NOTE 1. TO BTS EQUIPMENT VIA � 2/0 TINNED BARE TRAY OR ICE BRIDGE COPPER WIRE ' MONOPOLE PIER GROUND WIRE SEE NOTE 3 GROUND WIRE , \`, 1', ', ' NOTE 3 - -- - �--�--�-ice INSPECTION WELL i EXOTHERMIC WELD (TYP) NOTES: I �J-� l . NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI -OXIDANT COATING. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'" O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: #2 SOLID TINNED COPPER CONDUCTOR TO TOWER/SHELTER GROUND RING (2 TYP. FOR BOTTOM GROUND BAR ONLY) 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. TOWER/SHELTER GROUND BAR DETAIL SCALE: NOT TO SCALE 2-HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL BOLT fYP) STAINLESS STEEL FLAT WASHER (TYP) GROUND BAR � / _ - � _ - � � STAINLESS STEEL FLAT WASHER STAINLESS STEEL (TYP) BELLVILLE WASHER STAINLESS STEEL NUT (TYP) (TYP) SINGLE CONNECTOR AT GROUND BARS DRAGOI 2-HOLE CRIMP/ COMPRESSION CONNECTOR BELLVILLE WASHER ( (TYP) SINGLE CONNECTOR AT STEEL OBJECTS 2-HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL SELF -DRILLING METAL SCREW (TYP) T/FINISH GRADE SUBGRADE � #2 SOLID (TEST LOOP) 0 z NOTCH SIDES OF 8" PVC SCH 40 PIPE z - C� � TO ALLOW EXIT/ENTRANCE OF p EXOTHERMIC WELD GROUND RING WIRE w II III III— I II III II II— �o TRENCH BOTTOM CADWELD TEST LOOP TO GROUND RING WIRE NOTES: U � 5/8" QJ x 10'-0" LONG COPPER CLAD GROUND ROD l . GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) CV STAINLESS STEEL BOLT � O z STAINLESS STEEL z �I FLAT WASHER w 0 w w = STEEL BLESS STEEL WASHER STAINLESS STEEL NUT TYP) STAINLESS STEEL FLAT WASHER (TYP) DRAGON TOOTH � � METALLIC OBJECT WASHER (TYP) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS GRADE 2/0 TINNED CU EXTERNAL TOWER GROUND RING WIRE 7 INSPECTION WELL DETAIL `� SCALE: NOT TO SCALE b" WIDE METALLIC HTEL WARNING/LOCATOR TAPE AT 12" DEPTH EXOTHERMIC WELD GROUND RING #2 COPPER WIRE SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUND LOOP GROUND RING 2/0 FOR TOWER GROUND LOOP GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/8 O x 10'-0" LONG NOTES: 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR b" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) O ❑ ❑ ❑ ❑ O O 0 ❑ 8960 ALDERWOOD ROAD PORTLAND, OR 97220 i�i� CROWN �fv CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 p� P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE) ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT RECEIVED Mar 11 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � � 12/28/2021 UBI NUMBER: 604-106-184 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: TYPICAL ANTENNA CABLE GROUNDING SCALE: NOT TO SCALE HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE GROUND ROD DETAIL 6 SCALE: NOT TO SCALE WEATHERPROOFING KIT (SEE NOTE 3) ANTENNA CABLE #6 AWG STRANDEC TO GROUND BAR). CABLE GROUND KI� CABLE CONNECTOR. 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. �,�� CABLE GROUND KIT CONNECTION -`� TYPE 2-YA-2 =�: TYPE XA 0 0 ;�� TYPE GR _, TYPE VS TYPE VB TYPE PT TYPE GT2 NOTE: 1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. CADWELD GROUNDING CONNECTIONS SCALE: NOT TO SCALE (TYPICALLY) 1 �� T(l �d" TO ANTENNAS COAX JUMPER (TYP.) CONNEC WEATHERPROOFING (TYP. SEE NO ANTENNA Cf TO BTS EQUIPMENT (- NOTES: WEATHERPROOFING KIT (TYP) GROUND KIT (TYP) �b AWG COPPER/GALVANIZED COAX GROUND BAR BONDED DIRECTLY TOWER l . DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N BURNDY GROUND LUG W/ LONG BARREL (SEE CHART) NUT (TYP) LOCK WASHER (TYP) 1/2"-16NCS2BOLT GROUND BAR � � gOLT (SEE CHART) (TYP) BURNDY TWO HOLE LUG W/ LONG BARREL SEE CHART) BARE WIRE TO BE NO-OX AT BOTH ENDS HEAT SHRINK (CLEAR) GROUNDING CONDUCTOR STRANDED (GREEN INSULATED) ONLY FOR #b AWG (SEE CHART) NOTES: l . ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. MECHANICAL LUG CONNECTION SCALE: NOT TO SCALE #6 AWG MIN. FROM ANTENNA CABLE GROUND KIT GROUND BAR ON SHELTER. IC BRIDGE, OR ON ANTENNA TOWE O ❑ ❑ ❑ ❑ O O 0 ❑ 8960 ALDERWOOD ROAD PORTLAND, OR 97220 CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 D � O P. MARSHALL &ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 T-MOBILE SITE NUMBER: SE01705E BU #: 826146 N FIRDALE VILLAG/DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 EXISTING 74'-10" MONOPOLE) ISSUED FOR: REV DATE DRWN DESCRIPTION DES./Q A 11 /22/21 CS PRELIMINARY VT 0 12/22/2021 KW FINAL VT �`� SCALE: NOT TO SCALE O O 0 � 0 0 � � O D � O O � GROUND CABLE CONNECTION *TWO HOLE LUG, OR EXOTHERMIC GROUNDING SHALL BE ELIMINATED RECEIVED 3/8-1 lxl"TAMPER 4 SCALE: NOT TO SCALE WELD TO BE USED WITH #2 AWG BARE WHEN GROUND BAR IS ELECTRICALLY Mar 11 2022 RESISTANT BOLT CONDUCTOR WIRE TO BUILDING BONDED TO METAL TOWER CITY OFEDMONDS (TYP) SERVICE GROUND OR GROUND RING DEVEDEPARTMENRVICES INSULATORS SEE NOTE 2. (TYP) WALL BRA( YP) ® ® GROUNDWIRE INSTALLATION ® NOTE: MINIMUM OF S/S NUT 5 ® ® 3 THREADS TO BE (TYP) SCALE: NOT TO SCALE ��wn �s�r�Ol?, � VISIBLE ,�o� . , � ® ® (TYP) � � ��o ® ® S/S SPLIT ® WASHER ® ® 2 HOLE LONG (TYP) #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT PIPE "� 55949 ® BARREL TINNED FROM 24" BELOW GRADE TO WITHIN 3" TO b" OF � �a1s�rE� ��' ® UNIVERSAL COPPER SOLID COPPER CAD -WELD TERMINATION POINT. EXPOSED END �ssIONAL�� ® GROUND BAR (4"x20") LUG S/S FLAT WASHER OF THE LIQUID TIGHT CONDUIT MUST BE SEALED 12/28/2021 LOCK WASHER � (TYP) (TYP) WITH SILICONE CAULK. � UBI NUMBER: 604-106-184 P/N M 10 (TYP) � I TWO -HOLE COMPRESSION LUG NOTES: l . DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. 6 GROUND BAR DETAIL SCALE: NOT TO SCALE TIN COATED SOLID � � CADWELD COPPER BUS BAR (TYP) S/S FLAT WASHER CHERRY INSULATOR (TYP) INSTALLED IF REQUIRED S/S BOLT (TYP) TIE INTO EXISTING GROUND RING 7 LUG DETAIL SCALE: NOT TO SCALE TRANSITIONING GROUND DETAIL SCALE: NOT TO SCALE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A JOB #: 21CCT7M-135 SHEET NUMBER: REVISION: