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12920 SE 38TH STREET
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BELLEVUE,WA 98W6
T-MOBILE SITE NUMBER: SE06044A BUSINESS UNIT #: 880354 {� x4 CROWN
MILEPOST 27-6,HIGHWAY 3
T-MOBILE SITE NAME: BELFAIR/SPRINT/PENN SITE ADDRESS: BELFAIR,WA 98528- CASTLE
T-MOBILE PROJECT: L600 COUNTY: MASON 1505 WESTLAKE AVENUE NORTH,SUITE 800
SITE TYPE: MONOPOLE SEATTLE,WA 98109
TOWER HEIGHT: 180/-011
M SQUAR�•
WIRELESSJ
1387 CALLE AVANZADO
SITE INFORMATION DRAWING INDEX LOCATION MAP SAN CLEMENiE CA 92673(949)391,6824
CROWN CASTLE USA INC. BELFAIR SHEET# SHEET DESCRIPTION
SITE NAME:
SITE ADDRESS: MILEPOST 27-6,HIGHWAY 3 T-1 TITLE SHEET
BELFAIR,WA 98528- T-2 GENERAL NOTES
COUNTY: MASON C-1.1 OVERALL SITE PLAN
I,aads op@ Phtu sulp fG T-MOBILE SITE NUMBER:
§upplin 4 SE06044A
'N4AP/PARCEL#: 123213400030 47°27'44.06" C-12 EXISTING AND NEW SITE PLANS
LATITUDE: �
AREAD OF CONSTRUCTION: EXISTING C-2 TOWER ELEVATIONS Nmefy BU #: 880354
LONGITUDE: -122°48'47.92" C-3 ANTENNA PLANS �Gee@ecl�Fitafal BELFAIR
LAT/LONG TYPE: NAD83 C-4 FINAL EQUIPMENT SCHEDULE
GROUND ELEVATION: 298 FT. C-5 EQUIPMENT SPECS t s UGA CURRENT ZONING COUNTY
C-5.1 EQUIPMENT SPECS MILEPOST 27-6,HIGHWAY 3
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JURISDICTION: COUNTY OF MASON - 1,t BELFAIR,WA 98528-
OCCUPANCY CLASSIFICATION: U C-52 EQUIPMENT SPECS
TYPE OF CONSTRUCTION: 1113 G-1 GROUNDING DETAILS
A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR EXISTING 180'-0"MONOPOLE
HUMAN HABITATION -1 PLUMBING DIAGRAM
I _ 1
PROPERTY OWNER: GLOBAL SIGNAL ACQUISITIONS IV LLC
PO BOX 277455
ATLANTA,GA 30394-7455 {
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR
TOWER OWNER GLOBAL SIGNAL ACQUISITIONS II LLC FULL SIZE.CONTRACTOR SHALL VERIFY ALL PLANS AND ISSUED FOR
2000 CORPORATE DRIVE EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE /i
EVbU7 CANONSBURG,PA 15317 AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN I/ REV DATE DRWN DESGR EVm DA`Q
: WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
CARRIER/APPLICANT T-MOBILE A ab/o7/m19 nlWnt 9ov FOR R IAc
12920 BI 38TH STREET WITH THE WORK OR BE RESPONSIBLE FOR SAME. o os/ze/m19 n1WM 100Ye FOR SUBMITTAL I
BELLEVUE,WA 98006 CALL WASHINGTON ONE
(360)426 8255 ( T T
ELECTRIC PROVIDER MASON COUNTY PUD (800)424-5555 p - '
YS pj �
TELCO PROVIDER CENTURY LINK CALL 3 WORKING DA iP
(855)778-3066 BEFORE YOU DIG! NO SCALE
PROJECT TEAM PROJECT DESCRIPTION APPLICABLE CODES/REFERENCE DOCUMENTS
A&E FIRM: M SQUARED WIRELESS THE PURPOSE OF THIS PROJECT IS TO ENHANCE ALL.WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY
1387 CLLJ E VA �3 EXISTING BROADBAND
CONNECITVITY
E WIRELESS gACICAPACITY TO THE THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRC ED TO PERMIT WORK NOT CONFORMING TO THESE CODES: OLITY. \P�OFA WW S A
SANCODE TYPE CODE
TOWER SCOPE OF WORK BUILDING 2015 BBC W/WA.C.AMENDMENTS � Co
•REMOVE(3)T-MOBILE EMS RR65-19-XXDP ANTENNAS MECHANICAL 2015 IMC W/WA.C.AMENDMENTS Z
•REMOVE(12)T-MOBILE COAX CABLES ELECTRICAL 2017 NEC W/W.A.C.AMENDMENTS J.
CROWN CASTLE USA INC. •REMOVE(6)T-MOBILE TWIN STYLE to PCS TMAs
DISTRICT CONTACTS:
•INSTALL(3)T-MOBILE COMMSCOPE FFHH-65C-R3 1
1505 WESTLAKE AVENUE NORTH,SUITE 800 OCTOPORT ANTENNAS
SEATTLE,WA 98109 -INSTALL(3)T-MOBILE As.INSTALL(1)HCS 2.0 FEEDLINE �FSs/ONALR
•INSTALL(1)TOWER JUNCTION BOX
KARIN JACKSON-PROJECT MANAGER .RE-INSTALL(2)FXFC FROM GROUND LEVEL
(480)735-6953 DATE.SIGNED:06/28/2019
GROUND SCOPE OF WORK REFERENCE DOCUMENTS:
PAUL LONG-CONSTRUCTION MANAGER •REMOVE(1)FBBC AND(1)ESMB STRUCTURAL ANALYSIS: BY OTHERS
(206)388-9090 .REMOVE(3)FRLBs DATED:
•RELOCATE(2)EXEC TO TOP MOUNT
NATASHA MONTALVO-A&E SPECIALIST •REMOVE(1)ULTRASITE CABINET AND(1)EQUIP.STACK MOUNT ANALYSIS: BY OTHERS
NATASHA.MONTALVO.CONTRACTOR@CROWNCASTLE.COM .INSTALL(1)DELTA V2(HPL3)CABINET DATED: IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS THEY ARE ACTING UNDER THE DIRECTION
(2 6) 6-2886 •RELOCATE(1)FSMF TO(N)CABINET RFDS REVISION: R3.1 OF A LICENSED PROFESSIONAL ENGINEER
•INSTALL(1)ASIA,(2)ABIAs,(2)AMIAs,(1)ASIK,AND(1) DATED: 5/14/2019 TO ALTER THIS DOCUMENT.
ABIL IN(N)CABINET ORDER ID: 489277
•INSTALL(1)HCS2.0 PART 4 JUNCTION BOX NOTES: REVISION: 0 SHEET NUMBER: REVISION:
1. ELECTRICAL SCOPE OF WORK IS NOT APPLICABLE. T- 1
AZ TOWER DOES NOT HAVE CLIMBING FACII ITIES. NOTE: 1��y
MANLIFI'REQUIRED FOR ELEVATED WORK PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT(800)788-7011&CROWN CONSTRUCTION MANAGER
CROWN CASTLE USA INC. IT ACTIVITY REQUIREMENTS:IREMENTS• GENERAL NOTES: ELECTRICAL INSTALLATION NOTES:
1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE TO PROCEED 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL ■ ■ ■ ■MOblle■ ■ ■
(NTP)AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT CARRIER: T-MOBILE APPLICABLE FEDERAL, STATE,AND LOCAL CODES/ORDINANCES.
THE CROWN CASTLE USA INC. NOC AT 800-788-7011 @ THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER. TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS
2. 'LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED.
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 12920 SE 38TH STREET
DURING ALL STAGES OF DESIGN, INSTALLATION,AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO BELLEVUE,WA 98006
CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE. BUT NOT BE ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS(OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE.
LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR ON THESE DRAWINGS,THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN
CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 20,000 AID MINIMUM. VERYWY AVAILABLE SHORT
ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE
CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC. POD OR CALL THE NOD TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION.
GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. TECHNIQUES, SEQUENCES,AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR,AND TELCO CONDUCTOR OR CABLE CROWN
PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2-PLASTIC ELECTRICAL
3. PRIOR TO THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDE. TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA
BUT I$ NOT LINKED T0, BUILDING, ELECTRICAL, MECHANICAL, FIRE,FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, CASTLE
ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED,ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED 4, NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e.
OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. cfo*-
I4. ALL CONSTRUCTION MEAN$AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTON PLANS, RIGGING PLAN$, DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, PANEL BOARD AND CIRCUIT ID'S).
CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 1505 WESTLAKE AVENUE NORTH,SUITE 800
FOR THE EXECUTION OF THE WORK CONTAINED HEREIN,AND SHALL MEET ANSI ASSE A70.48 LATEST EDITION); GENERAL NOTES,AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER 8, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. SEATTLE,WA 98109
/ ( ) CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14
FEDERAL,STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO OR LARGER) WITH TYPE THHW, THWN, THWN-2, %HHW, XHHW-2, THIN. THW-2, RHW, OR RHW-2 INSULATION
CONSTRUCTION ACTIVITIES BEING PERFORMED.ALL RIGGING PLANS SHALL ADHERE TO ANSI/ABBE A70.48 (LATEST ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENT$ BUT IT IS THE SOLE RESPONSIBILITY UNLESS OTHERWISE SPECIFIED.
EDITION)AND CROWN CASTLE USA INC. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (�6 OR
QUALIFIED ENGINEER FOR CLASS N CONSTRUCTION,TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. LARGER) WITH TYPE THHW, THWN, THWNING XHHW, INDOO,THW,THWE RHW, OR RHW-2 INSULATION UNLESS
ANSI/TIA-322 (LATEST EDITION). IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE OTHERWISE SPECIFIED. r�7
5. ALL SITE WORK TO COMPLY WITH OAS-STD-10068 INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. M SQ,UAR `O
CROWN CASTLE USA INC. TOWER SITE•AND LATEST VERSION OF ANSI/TIA-1019-A-2012 STANDARD FOR 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (r14 OR
6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE LARGER UNLESS OTHERWISE SPECIFIED. WIRELESS",
INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' 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. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR,TYPE TC CABLE (/14 OR
6. IF THE SPECIFIED EQUIPMENT CAN NOT F INSTALLED q5 SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL 1 3 8 7 C A L L E A V A N Z A D O
PROPOSE AN ALTERNATIVE TALLATIATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH 7' ALL MATERIALS FURNISHED AND INSTALLED SHALL L IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, LARGER), WITH TYPE THHW, THWN,THWN-2, XHHW, XHHW-2,THW,THW-2, RHW, OR RHW-2 INSULATION UNLESS SAN CLEMENTE CA 92673(949)391-6824
ANY SUCH CHANGE OF INSTALLATION. REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, OTHERWISE SPECIFIED.
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-SHE, COMPRESSION WIRE LUGS AND WIRE NUTS BY
REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C
ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. (90' C IF AVAILABLE).
OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE AUTHORITY
RE AND UTILITY COMPANY B. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,
SPECIFICATIONS AND LOCAL ARRIEDI OUT
CODES, ORDINANCES AND APPLICABLE REGULATIONS. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. ANSI/IEEE AND NEC.
9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT(IMC), OR RIGID METAL CONDUIT (RMC) SHALL
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. BE USED FOR EXPOSED INDOOR LOCATIONS.
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR
9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING LOCATIONS. T-MOBILE SITE NUMBER:
10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL WITH ANY SUCH CHANGE OF INSTALLATION. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL C
BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR APPROVED ABOVE GRADE PVC CONDUIT. SE06044A
RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN POWER,AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO. AND GROUNDING PLAN 78. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITS FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE DRAWINGS. VIBRATION OCCURS OR FLEXIBILITY N NEEDED.
WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E)CONSTRUCTION SAFETY PROCEDURES. ) 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION 7 r
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. BU #:880354
11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,LATEST APPROVED REVISION. OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S ANSI/IEEE AND THE NEC. BELFAIR
12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS,AND TRASH AT THE DESIGNATED LOCATION. 21. REWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN
COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON TUNA F (WIREMOLD SPECMATE WIREWAY).
BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. A ONLY BASIS. 2Z. $LOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). -7
13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. MILEPOST 2/-6,HIGHWAY 3
OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL EXPLOSIVE DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS 70 STRUCTURE WILL NOT BE PERMITTED. BELFAIR,WA 98SG0-
NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR,TOWER OWNER, CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY 70 THE STRUCTURE AND KEEP
CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH
14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND
SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, CONCRETE, FOUNDATIONS. AND REINFORCING STEEL: PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR EXISTING 1801-0"MONOPOLE:
AND SHELTERS. OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT
15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED
AREAS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318. ACI 336, ASTM A184, ASTM A185 AND MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.
16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR
APPLICATION. 2. UNLESS NOTED OTHERWISE. SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR
17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR TO BE 1000 psf. LOCATIONS AND NEMA 3R (OR BETTER) FOR EXTERIOR LOCATIONS.
DRIVEWAY, SHALL E GRADED A UNIFORM SLOPE, AND STABILIZED 70 PREVENT EROSION AS SPECIFIED ON THE 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING;
OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS ISSUED FOR
CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF AND WEATHER PROTECTED (VIP OR BETTER) FOR EXTERIOR LOCATIONS.
18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURE$, PLACEMENT. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) REV DATE DRWN DESCRIPTION DES./Q
S B REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND 4. CONCRETE EXPOSED FREEZE- CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR AND BE RATED NEMA 1
SEDIMENT CONTROL. ENTRAINMENT TO BE BASED ON SIZEIZE (VERY
OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (VIP OR BETTER) FOR A 06/07/2079 DIWM 90°h FOR REVIEW JAC
19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. EXTERIOR LOCATIONS.
27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN 0 06/28/2019 DIWM 100Y FORSUBMITTAL JAC
DAMAGED PART SHALL BE REPAIRED O CONTRACTOR'S EXPENSE R THE SATISFACTION OF OWNER. 5. ALL STEEL REINFORCING SHALL CONFORM TO E ASTM SPLICES.
ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM CASTLE USA INC. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND A185. ALL SPLICES SHALL BE CLASS 'B'TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN
OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
DESIGNATED LOCATION. AS FOLLOWS: 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW T-MOBILE'.
21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON '4 BARS AND SMALLER 40 ksi 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
A DAILY BASIS. y5 BARS AND LARGER . . . . . . . . . . . . . . . .60 ksi
22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. ON DRAWINGS: CONDUCTOR COLOR CODE
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. . . 3' SYSTEM CONDUCTOR COLOR
CONCRETE EXPOSED TO EARTH OR WEATHER:
/6 BARS AND LARGER . . . . . . . . . . . . . . . . 2' A PHASE BLACK
#5 BARS AND SMALLER 1-1/2" 120/24OV, 10 B PHASE RED
CONCRETE NOT EXPOSED 70 EARTH OR WEATHER:
SLAB AND WALLS . . . . . . . . . . 3/4' NEUTRAL WHITE
BEAMS AND COLUMNS- 1-1/2' GROUND GREEN
7. A TOOLED EDGE OR A 3/4-CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED A PHASE BUCK
OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. B PHASE RED 1��� A• Wyq
120/208V, 30 C PHASE BLUE F WA
GREENFIELD GROUNDING NOTES: NEUTRAL WHITE �O O Sy�2 O�
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1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, PHASE BROWN O, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY 7W0 OR MORE COPPER BONDING CONDUCTORS IN Z
ACCORDANCE WITHTHE NEC. B PHASE ORANGE OR
2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS,THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND PURPLE
ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 277/48OV, 30 C PHASE YELLOW
3. 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 1 D!
TESTING RESULTS. NEUTRAL GREY Gf ERE 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH q6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. I
pGROUND
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5. 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. DC VOLTAGE NEG I(-) BLACK••6. 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. SEE NEC 210.5(C)(1) AND (2)
7. 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. •• POLARITY MARKED AT TERMINATION DATE SIGNED:06/28/2D19
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE /2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. ABBREVIATIONS: QTY QUANTITY
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. RECT RECTIFIER
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. ANT ANTENNA RES RADIO BASE STATION
15. APPROVED ANTIOXIDANT COATINGS ) (E) EXISTING RET REMOTE ELECTRIC TILT IiIS A VIOLATION OF LAW FOR ANY PERSON,
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH�A TCORRO ON RESISTANT MATERIAOMPRESSION AND BOLTED GROUND CONNECTIONS. FIF FACILITY INTERFACE FRAME RFDS RADIO FREQUENCY DATA SHEET UNLESS THEY ARE ACTING UNDER THE DIRECTION
RRH REMOTE RADIO HEAD OF LICENSED PROFESSIONAL ENGINEER
17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. GEN GENERATOR
RRU REMOTE RADIO UNIT
18. BOND ALL METALLIC OBJECTS WITHIN 6 it OF MAIN GROUND RING WITH (1) /2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. CPS GLOBAL POSITIONING SYSTEM 1'O ALTER THI$DOC[JMENT.
19. 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 GSM GLOBAL SYSTEM FOR MOBILE S91D SMART INTEGRATED DEVICE
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-METALUC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. LTE LONG TERM EVOLUTION TMA TOWER MOUNTED AMPLIFIER
TYP TYPICAL
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. MGB MASTER GROUND BAR UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM SHEET NUMBER REVISION:
20. 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 MW MICROWAVE W.P. WORK POINT
POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). (N) NEW T-
21. 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 NEC NATIONAL ELECTRIC CODE G
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 (P) PROPOSED
PROTECTION SYSTEM,AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
PP POWER PLANT
SITE PAN DISCLAIMER-
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LINES AND STRUCTURES HAVE i • Mobile
BEEN DIGITIZED FROM PREVIOUS PLAN
SETS OR FROM ASSESSORS MAPS.
CROWN CASTLE USA INC. HAS NOT
COMPLETED A SITE SURVEY AND _
THEREFORE MAKES NO CLAIMS AS TO
THE ACCURACY OF INFORMATION I 12920 SE 38TH STREET
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10'-O'x15'-0• n CONCRETE PAD (HPL3) CABINET e MILEPOST 27-6,HIGHWAY 3
CONCRETE PAD ._
` (E)T-MOBILE (1) FBBC AND (1) ESMB TO _
(E)T-MOBILE (3) FRLBS TO �� BE REMOVED FROM (E) STACK _ BELFAIR,WA 98528-
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' c + f (E)T-MOBILE EQUIPMENT TO BE INSTALLED I:XIS TING 180'-0"MONOPOLI:
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f (E)T-MOBILE (2) FSMF TO BE GPS ISSUED FOP—
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% TO (N) CABINET �' E T-MOBILE EQUIPMENT
- TO BE RE-INSTALLED REV DATE DRWN DESCItIPITON DES./Q
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Ik (E)T-MOBILE FEEDLINES +�. _ (N)T-MOBILE FEEDLINES
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12920 SE 38TH STREET
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EXISTING MCL (E) PLATFORM MOUNT TO REMAIN ELEV. -
ELEV. - 167'-0` EXISTING MCL
ELEV. - 167'-0"
EXISTING T-MOBILE ACL/MCL NEW do EXISTING T-MOBILE ACL/MCL CROWN
ELEV. - 162'-0`
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(E) T-MOBILE ANDREW LNX-5615D5-AIM
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JUNCTION BOX (BEHIND)
M S QU A R J
(E)T-MOBILE EMS ANTENNA TO
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IS VALID WHEN ACCOMPANIED BY A
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CONTRACTOR SHALL REVIEW THE MOUNT
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3. ANY REQUIRED MOUNT MODIFICATION DESIGN
OR MOUNT REPLACEMENT SHALL BE
APPROVED BY EOR.
ISSUED FOP-
(E)T-MOBILE FEEDUNES REV DATE DRWN DESCRIPTION
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/ 1 \EXISTING NORTH ELEVATION K-,-�NEW NORTH ELEVATION SHEET NUMBER- REVISION:
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40 AZIMUTH
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(6 TOTAL, 2 PER SECTOR)
BU #:880354
2198(BETA) BELFAIR
B2 / MILEPOST 27-6,HIGHWAY 3
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(ALPHA) INTEGRITY ON FUNCTIONAL USE OF THE SAFETY
40'AZIMUTH CLIMB OR ANY COMPON€Nf§ OF THE CLIMMNO
FACILITY ON fHE STRUCTURE: THIS§HALL INCLUDE,
(E) PLATFORM MOUNT TO REMAIN BUT NOT BE LIMITED TO PINGHIND OF THE WINE
ROPE, BENDING OF THE WINE RCP€FROM ITS
SUPPORTS, DIR€Cf CONTACT OR CLOSE PROxIMITi'
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W€AR, IMPACT TO THE ANCHORAO€ POINTS IN ANY
(2 TOTAL) WAY, Ok TO IMP€D€/®LOON ITS INTENDED USE; ANY
\ COMPROMISED SO CLIM§ INCLUDINO EXI§TIN§
(N)T-MOBILE SITE PRO 1 5 CONDITION§ MUST It TAOM OUT AND REPORTED
CROSS-OVER PLATE WITH C5.1 TO YOUR CROWN CASTLE USA INC. POC OR GALL
(GAMMA) U-BOLTS FOR FXFC MOUNTING ►WNTEWANCE GENECONTRACTOR NDTIGE TICKET,
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320' AZIMUTH
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2. REFERENCE C-5.1, C-5.2 FOR NEW EQUIPMENT 0 OF WAS O
SPECIFICATIONS.
3. CONTRACTOR TO VERIFY ALL ANTENNA TIP
(N)T-MOBILE AHLOA 2.3 HEIGHTS DO NOT EXCEED BEACON BASE HEIGHT.
(3 TOTAL, 1 PER SECTOR)
Z(E) 180*-0'MONOPOLE A
(N)T-MOBILE a MOUNT ANALYSIS NOTES: t
PIPE TO PIPE EXTENSION 651 1
(2 TOTAL) 1. THE DESIGN DEPICTED IN THESE DRAWINGS
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CONTRACTOR SHAMANAGER / GENERALTE NT ss/ONAL
CI ANALYSIS FOR ANY CONDITIONS PRIOR TO
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(N) T-MOBILE HCS 2.0 a (3 TOTAL, 1 PER SECTOR) APPROVED BY EOR.
PART 4 JUNCTION BOX C-5.
(BETA) NOTE:
210'AZIMUTH
B2 / TOWER DOES NOT HAVE CLIMBINGWORK.
FACILITIES - IT IS THEYVIOLATION OFG LAW UNDER
ANY PERSON,
MANLIFT REQUIRED FOR ELEVATED WORK. UN1F55 THEY ARE ACTING PROFESSIONAL
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OF A LICENSED PROFESSIONAL ENGINIDL,
TO ALTER THUS DOCUMENT.
SHEET NUMBER REVISION:
2 NEW ANTENNA PLAN ® C-3
NOTE: PRIOR T ORDERING ANTENNAS,VERIFY CORRECT MODEL NUMBER SCALE: NOT TD SCALE N AWITH LATEST REDS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY
IF DISCREPANCY IS FOUND.
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IF DISCREPANCY IS FOUND.
BELLEVUE,WA 98006
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SEATTLE,WA 98109
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REV DATE DRWN DESCRIPTION DES./Q:�
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DATE SIGNED:06/28/Z019
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUME^'T.
(—,"�IFINAL EQUIPMENT SCHEDULE
SHEETNUHIBIC It: RECISION:
SCALE: NOT TO SCALE
C-4 A
COM
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MANUFACTURER: FHH-65 -R I i • Mobile m
MODEL NO.: FFHM-65C-R3
DIMENSIONS: CONNECTOR TYPE: TOTAL
A 95.9' (8)-4.3-10 FEMALE WEIGHT
B 9.3- BOTTOM 12920 SE 38TH STREET
C .3' CONNECTOR LOCATION: BELL.EVUE,WA 98006
27.6 LB
(E) OR (N)ANTENNAS CROWN
AHLOA RADIO MODULE W _ p MOUNTING PIPE (TYP) CASTLE
< HEIGHT(H) 22.1• I �II Imo---{ I s05 WESTLAKE AVENUE NORTH,SUITE 860
WIDTH(VO 12.2• MAST MOUNT BRACKET (N) MOUNTING
(ALCATEL-LUCENT BRACKET SUPPLIED SEATTLE,WA 98109
DEPTH(D) 7.5' #849073713). W/ANTENNA(TYP)
(2) PER RRU
WEIGHT 93.9 LBS.
RRU PER ANTENNA, M SQUARL��J
PLAN .r PER PLAN WIRELESS
1387 CALLE AVANZADO
'r SAN CLEMENTE CA 92073(949)391-M4
MAIN SUPPORT
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M
P VIEW FRONT VIEW SIDE VIEW (N) 1/2'o A3o7
U-BOLT AND NUTS
BRACKET SUPPLIED
1 W/ANTENNA(TYP)
T-MOBILE SITE NUMBER:
SE06044A
TOP VIEW
BU#:880354
(NOTE: PRIOR TO ORDERING ANTENNAS, VERIFY CORRECT MODEL NUMBER BELFAIR
WITH LATEST RFDS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY
IF DISCREPANCY IS FOUND.
MILEPOST 27-6,HIGHWAY 3
BELFAIR,WA 98528-
COMMSCOPE OSCALFFHH-65C—R3 AHLOA RRU RRU AND ANTENNA MOUNTING
SCALE: NOT TO SCALE � SCALE: NOT TO SCALE J SCALE: NOT TO SCALE EXISTING 180'-0"MONOPOLE
w
ISSUED FOR
REV DATE DRWN DESCRIPTION DES./Q.
DELTA V2 CABINET A 06/07/2019 MWM 90%FOR REVIEW JAC
0 06/28/2019 NMf 10ph FOR SUBMITTAL JAC
MANUFACTURER NOKIA HEIGHT(M) 72.p
SINGLE MODE FIBER X 36
MODEL NO.: ASU9325TYP01 WIDTH(W) 30,p ---
OUTERDIAMETER(NOMINAL): 1.584' DEPTH(D) 35.0" NOKIA ASL4
OPERATING VOLTAGE: 600 V DC 6 AWG COPPER CONDUCTOR X 10 551.0 LBS.
WEIGHT EXCLUDING EQUIPMENT/BATTERIES O 1.T
HEIGHT RESISTANCE: 6.7 OAdI CORRUGATED COPPER ARMOR
NOMINAL CABLE WEIGHT: 1.614 LBS/FT \ WIDTH(W 14Z
MIN BENDING RADIUS: 19'AN \ DEPTH(D) 6,6-
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18 AWG COPPER CONDUCTOR X 2 =
CROSS SECTION DATE SIGNIFD:06/28/2019
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ARMORED TRUNK HYBRID CABLE
7I15 A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET\L MBI R: RI:AlSlON:
� 5
^�HCS 2.0 HYBRID CABLE _ � DELTA V2 CABINET C��NOKIA ASIA
SCALE: NOT TO SCALE J _ A
SCALE: NOT TO SCALE I SCALE: NOT TO SCALE
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12920 SE 38TH STREET
BELLEVUE,WA 98006
NOKIA ARIA NOKIA AMA
HEIGHT(H) 1.1• HEIGHT(H) 5.2' CROWN
WIDTH(W) 14.2' WIDTH(W) 17.6' CASTLE
DEPTH(D) 8.6' DEPTH(D) 15.7' (:c
WEIGHT 4.4lb& WEIGHT 11.02Ibs. 1505 WESTLAKE AVENUE NORTH,SUITE 800
SYNC OUT EIF3 SEATTLE,WA 98109
DC IN EAC SR101 EIF1 EIF5
D M SQUTAR(•J
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SEI2 EIF4 LMP — o "N T-MOBILE SITE NUMBER:
SYNC IN SR102 v SE06044A
BU #:880354
BELFAIR
:MILEPOST 27-6,HIGHWAY 3
BELFAIR,WA 98528-
NOKIA ABIA NOKIA AMIA NOKIA ASIK
1 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE EXISTING 180'-0"MONOPOLE
ISSUED FOR
RIX DATE DRWN DESCRIPTION DES-/Q�
.q 06/07/2019 D[WM 90%FORREVIE.W )AC
06/28/2019 D1WM 100%FORSUBMI7TAL )AC
MANUFACTURER: SITE PROI
MODEL NO.: SCX4-K -
DESCRIPTION: HEAVY DUTY(HOT
DIPPED
COM PIPE CLAMP
O
PLATE KITS(HOT DIPPED PIPE-TO-PIPE CLAMP
GALVANIZED) MODEL: BC-35-14
WEIGHT: *10 LES
WEIGHT: 27.0 LB
MATERIAL GALV.STEEL
A 8.0
(N) 2-3/8'O.D. PIPE 8: 14'MAX
(GALV) C: 2.0'
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SFP28 QSFP28 I I / 0 2.375'TO 0 5 O.D.PIPE
DATE SiGNE6.06/28/2019
—u
--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.
SHEET NUMBER
^
4 : REVISION:
�1 NOKIA ABIL SITE PR01 CROSS—OVER PLATE KIT (SCX4—K) 6 PIPE TO PIPE EXTENSION {.� 1
SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE J • 1
NOKIA JUNCTION BOX ■ ■ ■ -Mobile• - •
UFACTURER COMMSCOPE
12920 SE 38TH STREET
ODEL FE-16148.OVP-B12 BELLEVUE,WA 98006
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1 S05 WESTLAKE AVENUE NORTH,SUITE 800
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T-MOBILE SITE NUMBER:
SE06044A
BU#:880354
BELFAIR
SIDE VIEW FRONT VIEW
MILEPOST 27-6,HIGHWAY 3
BELFAIR,WA 98528-
��NOT USED NOT USED ��NOKIA HCS 2.0 JUNCTION BOX
SCALE: NOT TO SCALE L SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE EXISTING 180'-0"MONOPOLE
ISSUED FOIL
REV DATE DRWN DESCRIPTION DES./Q.
A 06/07/2019 MWM 90%FOR REVIEW JAC
0 06/28/2019 NWM 100°/FORSUBMITTAL JAC
(N)EQUIPMENT CABINET
NEW(4}1/2.O HILT[KWIK BOLT TZ /
EXPANSION ANCHORS(SPECIAL /
INSPECTION REQUIRED PER ESR 1917)
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DATE SIGNED:06/28/2019
NOTE:
IT IS A VIOLATION OF LAW FOR ANY PERSON,
PERIODIC SPECIAL INSPECTION IS :NLEESS THEY ARE ACTING UNDER THE DIRECTION
REQUIRED FOR ANCHORS INSTALLED IN OFA LICENSED PROFESSIONAL ENGINEER,
HARDENED CONCRETE TO ALTER THIS DOCUMENT.
SHEET NUNIBER: REVISION:
NOT USED NOT USED
� —,-,\CABINET MOUNTING DETAIL A
Qr SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE vSCALE: NOT TO SCALE C-5 .2 A
TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE
COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR 06 GREEN INSULATED YA6C-2TC38 3/8- - 16 NC SS 2 BOLT�'_A ■ •Mobile■ ■ ■
#2 SOLID TINNED YA3C-2TC38 3/8- - 16 NC SS 2 BOLT
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00 0 0 0 0 0 0 0 0 0 0 00 00O o O O O O O o 0 0 0 0 0 0 0 #2 STRANDED YA2C-2TC38 3/8' - 16 NC SS 2 BOLT
00000000-
2 00000000 0 O 00000000000 00 #2/O STRANDED YA26-2TC38 3/8" - 16 NC SS 2 BOLT12920 SE 38TH STREET
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Op O O O O O O O O O O O O O O O 00 ® #4/O STRANDED YA28-2N 1/2- - 16 NC SS 2 BOLT
BELLEVCIE,WA 98OD6
#2 SOLID TINNED COPPER
CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/ LONG BARREL HEAT SHRINK
TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG GROUND
GROUND BAR ONLY)
NUT(TYP)
(SEE CHART) (CLEAR)
CROWN
COMPRESSION LUG (TYP)
LOCK WASHER (TYP)
NOTES: NOTES: 0I`, CAST L E
1. DOUBLING UP 'OR STACKING*OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. GROUND
. 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). CONDUCTOR 1505 WESTLAKE AVENUE NORTH,SUITE 800
3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. GROUND BAR
SEATTLE,WA 98109
BOLT (SEE CHART)
ANTENNA GROUND BAR DETAIL 2 TOWER/SHELTER GROUND BAR DETAIL I LONNDYG
TWO HOLE LUG (TYP)
1 (%LONG BARREL M SQUAR�
SCALE: NOT TO SCALE SCALE: NOT TO SCALE (SEE CHART) l
BARE WIRE TO BE TREATED WIRELESS
WITH
NO-OX AT BOTH ENDS
1387 CALLS AVANZADO
SAN CLEMENTE CA M73(949)391.804
NOTE:
STRANDED ALL GROUNDING LUGS ARE TO BE
0 (SEE CHART) INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. ALL HARDWARE
3/8-ttx1�TAMPER BOLTS, NUTS, LOCK WASHERS SHALL
RESISTANT BOLT BE STAINLESS STEEL.ALL HARDWARE
ARE TO BE AS FOLLOWS: BOLT, FLAT
(TYP) WASHER, GROUND BAR, GROUND
#6 MIN. FROM ANTENNA
CABLE GROUND KIT INSULATORS LUG, FLAT WASHER AND NUT. T-MOBILE SITE NUMBER:
sEE NOTE 22. SE06044A
WALL BRACKET 0 0 ® MECHANICAL LUG CONNECTION
(TYP)
0 0 ° 3 SCALE: NOT TO SCALE BU#:880354
GROUND BAR ON SHELTER. ICE O ° °
BRIDGE, OR ON ANTENNA TOWER °
o ° ° MILEPOST 27-6,HIGHWAY 3
0 0 0 0 0 0 0 0 0 ° 0 UNIVERSAL COPPER BELFAIR.WA 98528-
0 GROUND BAR (4-x20")
pO OO 0 0 0 0 0 0 o OO OO
LOCK WASHER STAINLESS STEEL BOLT
P/N MID STAINLESS STEEL EXISTING 180'-0"MONOPOLI-
(TMP) TWO-HOLE FLAT WASHER
COMPRESSION LUG 2-HOLE CRIMP/ (TYP)
TWO HOLE LUG, OR GROUNDING SHALL BE COMPRESSION
EXOTHERMIC WELD TO BE ELIMINATED WHEN GROUND CONNECTOR
USED WITH #2 BARE BAR IS ELECTRICALLY BONDED NOTES:
CONDUCTOR WIRE TO TO METAL TOWER GROUND
BUILDING SERVICE GROUND 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE BAR ISSUED FOR
OR GROUND RING 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, STAINLESS STEEL REV DATE DRWN DESCRIPTION DES/Q-
CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. FLAT WASHER A 06/07/2019 DTWM 90%FOR REVIEW )AC
STAINLESS STEEL (Typ) 0 06/28/2019 DTWM 100%FORS08M17TAL )AC
2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL
BELLVILLE WASHER STAINLESS STEEL NUT
USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. (TYP) (TYP)
SINGLE CONNECTOR AT GROUND BARS
GROUNDWIRE INSTALLATION GROUND BAR DETAIL STAINLESS STEEL BOLT
4 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH WASHER
(�) � STEEL L� L'
2-HOLE COMPRESSION „- W'7
STAINLESS STEEL P�. '9/Q,,
r+o (TYPICALLY) WEATHERPROOFING KIT CONNECTOR FLAT WASHER �OJ aF WA / O
12'TO 24' (SEE NOTE 3) (TYP NOTE:
F' y2
120 MAX. NOTE: MINIMUM OF S S NUT (TYP)
STEEL NUT
STAINLESS STEEL
COAX JUMPER / BELLVILLE WASHER ( ) 1� O
ANTENNA CABLE 3 THREADS VISI BE BLE (TYP) ( ) / Z
TYP /
TO ANTENNA (�) s/s SPLIT
SINGLE CONNECTOR AT STEEL OBJECTS
WASHER 1
CABLE 2 HOLE LONG (TYP) STAINLESS STEEL f.
CONNECTOR BARREL TINNED STAINLESS STEEL CI ER \
SOLID COPPER SMETAL SCREW FLAT WASHER F'ss \G
WEATHERPROOFING KIT LUG S/SWAS FLAT (TYP) TONAL F'
#6 STRANDED COPPER (SEE NOTE 3) (TYP) WASHER (TYP)
(TYP)
GROUND WIRE
(GROUND TO GROUND BAR) CABLE GROUND KIT 2-HOLE CRIMPN
COMPRESSION DATE SIGNER 06/28/2D19
SEE NOTES 1 & 2 CONNECTOR
TIN COATED SOLID
COPPER BUS BAR S/S FLAT METALLIC OBJECT
NOTES:
WASHER DRAGON TOOTH
(�) WASHER
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CHERRY INSULATOR (TYP)
WIRE DOWN TO GROUND BAR. INSTALLED IF REQUIRED S/S BOLT SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR TITS THEYAVIOLAnON ARE
LAW FOR ANY PERSON,
) i1N1F55 THEY ARE ACTING UNDER THE IN E R,
RECOMMENDED BY CABLE MANUFACTURER. OFA LICENSED PROFESSIONAL ENGINEER,
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE TO ALTER TINS DOCUMENT.
USED.
SHEET NUMBER REVISION:
CABLE GROUND KIT CONNECTION LUG DETAIL HARDWARE DETAIL FOR EXTERIOR CONNECTIONS [1� G-1
6SC
ALE: NOT TO SCALE CALE: NOT TO SCALE $ SCALE: NOT TO SCALE
01
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Section 3-Proposed Template images 12920 SE 38TH STREET
BELLEWE,WA 98"
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Configuration 6700C_R4 CROWN
(Alpha, Beta &Gamma) (MCASTLE
1505 WESTLAKE AVENUE NORTH,SUTTEE 800
1.8+MB Octo SEATTLE,WA 98109
Passive Antenna Lowband
612 L700) — 5 MHz M SQ UARLr
WIRELESSJ
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BU #:880354
BELFAIR
7 3
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_ - BELFAIR,WA 98528-
7ff F] Ej j- EXISTING 180'-0"MONOPOLE
AH LO,A T I �I-``�-
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700+600 �� REV DATE I DRWN DESCRIFIlON DES./Q:
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0 06/28/2019 NMI 100%FORSUEMI7TAL JAC
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1ASIK+ 1ABIL PCs DATE SIGNED:06/28/2019
Airscale
LT E I'I LS A VIOLATION OF LAW FOR ANY PERSON,
/� UNLESS THEY ARE ACITNG UNDER THE DIREMON
1"7S I B IA B I A OF A LICENSED PROFESSIONAL ENGINEER,
/y
TO ALTER THIS DOCUMENT.
1J71E6:
SHEET NUMBER: REVI
RF- 1 A