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Plans (129) uocnn�u,.•oce L.a.u,,uu,5>>.anr-abnu.,tn.I,u.nun c 1k - '� tit u Approved �y Planning Date: Sprint - ° r ' 8305 SW CREEKSIDE PLACE,SUITE C. TM BF AVERTON,OR 97007 IRtials: SPRINT SITE NUMBER: P003XC047 BUSINESS UNIT #: 879526 'a"''' CROWN 8777 SW BURNHAM - SPRINT SITE NAME: TIGARD SITE ADDRESS: TIGARD,OR 97223 CASTLE COUNTY:UN 1 1 • 1505 WESTLAKE AVENUE NORTH,SUITE 800 SITE TYPE: MONOPOLE WASHINGTON SEATTLE,WA 98109 .01 TOWER HEIGHT: 100'-O" JURISDICTION: CITY OF TIGARD SPRINT MIMO UPGRADE SITE INFORMATION \ 1 DRAWING INDEX AERIAL MAP SPRINT SITE NUMBER: SITE NAME: TIGARD P' 4f P003XC047 SHEET# SHEET DESCRIPTION - s`R 1.3' S� "� 1�- SITE ADDRESS: 8777 SW BURNHAM Y �.� 0 BU#:879526 4013 TIGARD,OR 97223 T-1 TITLE SHEET ReePaa, �_� u F COUNTY: WASHINGTON T-2 GENERAL NOTES edge SPostal— ''•,,rte. s�yM ,cKiic .i � ,`,.`_, — k' - TIGARD x MAP/PARCEL#: 82155537 T-3 GENERAL NOTES d ',� 1z ° AREA OF CONSTRUCTION: EXISTING •Fc. ' s Q ti` " LATITUDE: 45°25'42.07" C-1.1 SITE PLANQro4 p , m� C-1.2 ENLARGED SITE PLAN rq«ercwaSham, % 8777 SW BURNHAM LONGITUDE: -122°46'05.34" .,. _ k''.p •ry ': `; =�'> '.,"�, 7 � nR °°' ' TIGARD,OR 97223 LAT/LONG TYPE: NAD83 C-2 EXISTING AND NEW ELEVATION b% ° ►R GROUND ELEVATION: 165.1 FT. C-3 ANTENNA PLANS AND SCHEMATIC a`" `" �,�,,, �:- �� ,Ra � ' � I EXISTING 100'-0"MONOPOLE CURRENT ZONING: CBD C-4 GROUND EQUIPMENT ELEVATION • • JURISDICTION: CITY OF TIGARD G CO..o45.428353, J 5 INSTALLATION SPECS AND DETAILS ad n .•oacmk O w OCCUPANCY CLASSIFICATION: U G-1 GROUNDING DETAILS 4 -122.76815 sem"`18 # ,•t is gists �, �� TYPE OF CONSTRUCTION: SIB G-2 GROUNDING DETAILS ��"->,, `^ r. 'J AD.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR x 2' HUMAN HABITATION �' - �+- PROPERTY OWNER: TIGARD WATER DISTRICTa 3' 8777 SW BURNHAM ST ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR ,.,. Povo TIGARD OR 97223 FULL SIZE.CONTRACTOR SHALL VERIFY ALJ_PLANS AND ,'4,,,,::,,r 1 - ,•;; ..,. - " - ISSUED FOR: TOWER OPERATOR: CROWN CASTLE USA INC. EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE •' Y „ . D 2000 CORPORATE DRIVE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING i - �;s ® �7E DRwN DESCRIPTION 1.�1 -'f' ® 03/23/18 ® PRELIMINARY CANONSBURG,PA 15317 OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE EEI CARRIER/APPLICANT: SPRINT WORK OR BE RESPONSIBLE FOR SAME. ',a 3 oa/18/18 ® PRELIMINARY m rurzraA y a .x � \ ® 04/1a/18 ® C:ONSTRUf.TION DPG 8305 SW CREEKSIDE PLACE,SUITE C. CROWN CASTLE USA INC. BEAVERTON,OR 97007 ( PROJECT DESCRIPTION ,r _ • 4 - S`at``. ill NMI�N APPLICATION ID: 429240 4 �, NO SCALE `-_ IW y. ELECTRIC PROVIDER: PORTLAND GENERAL ELECTRIC THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND DRIVING DIRECTIONS FROM SAURORA STATE AIRPORT(22801 AIRPORT RD NE,AURORA,OR 97002): (800)542-8818 CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE HEAD NORTH ON OR-551 N TOWARD PIPER ST NE,THEN TURN RIGHT ONTO ARNDT RD NE.TURN LEFT ONTO AIRPORT RD NE,THEN TURN LEFT ONTO ` WIRELESS FACILITY. SW MILEY RD.TURN RIGHT TO MERGE ONTO I-5 N TOWARD PORTLAND,THEN USE THE RIGHT LANE TO TAKE EXIT 29213 FOR KRUSE WAY TOWARD 72ND \ l AVE.USE THE RIGHT TWO LANES TO TURN ONTO OR-217 N/KRUSE WAY,THEN TAKE EXIT 7 FOR 72ND AVE.TURN LEFT ONTO SW 72ND AVE,THEN TURN J SCOPE OF WORK: RIGHT ONTO SW HUNZIKER ST.TURN LEFT ONTO SW HALL BLVD,THEN TURN RIGHT ONTO SW BURNHAM ST.TURN INTO THE PARKING LOT JUST •REMOVE(3)ANTENNAS BEOFRE THE FIRE STATION,SITE IS IN THE NORTHWEST CORNER OF THE GATED LOT. PROJECT TEAM •REMOVE(3)RRHS •REMOVE(3)FIBER JUNCTION CYLINDERS o«...., A&E FIRM: •REMOVE (3)POWER O E RJUS JUNCTION CYLINDERS D...4 P,, t PROFESS OO R SRA DRIB. •INSTALL(1)HYBRID ABLE APPLICABLE CODES/REFERENCE APPROVALS .'a'�gg2g3PE�� •INSTALL(1)SITEPROI PRK-1245L PLATFORM DOCUMENTS CANONSBURG,PA 15317 REINFORCEMENT KIT APPROVAL SIGNATURE DATE OREGON CRO W N AE.APPRO V AL@CRO W N C ASTLE.C O M CROWN CASTLE USA INC.DISTRICT CONTACTS: FINAL CONFIGURATION: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN a/ia/zoL-� c 0, .r ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING SITE ACQ.&ZONING 1505 WESTLAKE AVENUE NORTH,SUITE 800 •(6)ANTENNAS SEAL ILE,WA 98109 •(6)RRHS CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. EXPIRES:05-30-19 J •(4)HYBRID CABLES NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT AARON HOTTELL-PROECT MANAGER CONFORMING TO THESE CODES: CONSTRUCTION MGR (206)336-3225CODE TYPE CODE STEVE HANDY-CONSTRUCTION MANAGER BUILDING 2014 OSSC/2012 IBC STEVE.HANDY@CROWNCASTLE.COM MECHANICAL 2014 GMSC/2012 IMC A&E MGR NATASHA MONTALVO-A&E PROJECT SPECLALIST e ELECTRICAL 2017 OESC/2017 NEC NATASHA.MONTALVO.CONTRACTOR@CROWNCASTLE.COM INSTALLER NOTE: REFERENCE DOCUMENTS: PLANNING CONSULTANT (206)336-2886 STRUCTURAL ANALYSIS: AW SOLUTIONS ZACH PHILLIPS-PERMITTING MOUNT MODIFICATIONS REQUIRED. SEE MOUNT DATED MARCH 13,2018 RF MGR ZACH.PHILL.IPS.CONTRACTOR@CROWNCASTLE.COM STRUCTURAL ANALYSIS REPORT BY PAUL J.FORD (503)708-9200 DATED APRIL 6,2018. NO PROPOSED LOADING TO MOUNT ANALYSIS BY PAUL J.FORD&COMPANY SPRINT CONTACT: BE ADDED UNTIL MODIFICATIONS ARE (CONDITIONAL PASS): DATED APRIL 6,2018 PROPERTY OWNER IT LS A VIOLATION of Lew FOR ANYTHE , UNLESS THEY ARE ACTING UNDER THE DIRECTION JOHN SILENZI -PROGRAM MANAGER COMPLETED AND PROPERLY INSPECTED. OF A LICENSED PROFESSIONAL ENGINEER JOHN.SILENZI@SPRINT.COM CALL OREGON ONE CALL SPRINT REP. TO ALTER THIS DOCUMENT. 503-804-4014 JASON CAPONE= -CONSTRUCTION PROJECT MANAGER DESIGN PACKAGE BASED ON THE APPLICATION (800)332-2344 SHEET NUMBER: VISIJASONCAPONEITE@SPRINT.COM I- CALL3WORKING DAYS 9�� ,..J t C 1 _ 1Co) t =�� � U1 �`v1 S •I Sties y �t -\\t-�c:�6v--A � t DowNign Envelope ID:44307DD5dd1648F7-80808153621OF8026 \`\ t's 66 CROWN CASTLE USA INC. SITE WORK GENERAL NOTES: IN ACCORDANCE WITH COMPANY PRACTICE. CONTRACTOR MAY BE REQUIRED TO PICK UP MATERIAL 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK MEANS C `• AT LOCATION PRESCRIBED BY SPRINT. ACCEPTANCE OF SUBSTRATE. 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. p rj n SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE 1. . ). 4 - . a C. 3. MATCH APPROVED MOCK-UPS FOR COLOR,TEXTURE,AND PATTERN. RE-COAT OR REMOVE AND RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES,SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. �. THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE UNITED TO A) FALL PROTECTION B) CONFINED SPACE C) NOTICE TO PROCEED' 4. CLEAN UP, TOUCH UP AND PROTECT WORK. 8305 SW CREEKSIDE PLACE,SUITE C. ELECTRICAL SAFETY D)TRENCHING AND EXCAVATION. NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE ` BEAVERTON,OR 97007 3. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES OF WORK ORDER. TOUCHUP PAINTING. ON CROWN CASTLE TOWER SITE"AND LATEST VERSION OF ilk 1019 "STANDARD FOR INSTALLATION, ALTERATION,AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' SITE C EANLINESS 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER ERECTION 4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS,AND TRASH AT THE WITH "GALVANO%," "DRY GALV,"OR "ZINC-IT"." / \ SPECIFICATIONS. COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, ��®\�/w' 5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM TEMPORARY FACILITIES,AND SURPLUS MATERIALS. 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN CROWN V THE SITE AND DISPOSED OF LEGALLY. INSTRUCTIONS. _ CASTLE 6. ALL EXISTING INACTIVE SEWER,WATER, GAS, ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE 4 .�� _ ._ :,. 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE COMPONENTS, EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, 1505 WESTLAKE AVENUE NORTH,SUITE 800 OWNER AND/OR LOCAL UTILITIES. ALTERNATIVES. ` 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR AT THE COMPANY'S REQUEST,ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL BE SUBMITTED 4• a s - ♦.i.••• .. ; .,a "C 4 •1 =.. , - . 4. SEATTLE,WA 98109 SITE SIGNAGE. TO SPRINT'S CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. SUMMARY. TOWER AREAS. THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S,AND CABLE EQUIPMENT, INSTALLATION,AND TESTING OF 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE QTS AND INSPECTIONS: COAXIAL FIBER CABLE. SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT ANTENNAS AND RRU'S 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, DOCUMENTATION. THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE CONSTRUCTION DRAWINGS. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: NV FIBER CART F. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL 1. COAX SWEEPS AND FIBER TESTS PER TS-200 REV 5 ANTENNA LINE ACCEPTANCE STANDARDS. MEASURES, IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR AGI, AZIMUTH AND DOWNTILT: PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA USING A COMMERCIAL EXISTING NV FIBER CABLE WILL BE USED AT EACH SITE. CABLE SHALL BE USED PER THE CONSTRUCTION DRAWINGS SPRINT SITE NUMBER: EROSION AND SEDIMENT CONTROL. MADE-FOR PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL(AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS. P003XC047 13. NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE MUST CONFORM WITH RF CONFIGURATION DATA. ISSUANCE OF A PURCHASE ORDER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK IDENTIFIED AS JUMPFRS AND CONNECTIONS. 14. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF TESTING. FURNISH AND INSTALL 1/2"COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS. JUMPERS SHALL BE TYPE CLIMBING PLANS,AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. LDF 4, FLC 12-50, CR 540, OR TEL 540. SUPER-FLEX CABLES ARE NOT ACCEPTABLE JUMPERS BETWEEN THE BU#:879526 FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION), OSHA, RRU'S AND ANTENNAS OR TOWER TOP AMPUFIERS SHALL CONSIST OF 1/2"FOAM DIELECTRIC, OUTDOOR RATED AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-1019 (LATEST EDITION) COAXIAL CABLE, MINIMUM LENGTH FOR JUMPER SHALL BE SO AS TO ALLOW FOR THE PROPER BEND RADIUS PER TIGARD INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: MANUFACTURER OR SPRINT SPECIFICATIONS. 1. AZIMUTH, DOWNIILT,AGL FROM SUNSIGHT INSTRUMENTS - ANTENNA ALIGNMENT TOOL (AAT) C UT�7L7 A 2. SWEEP AND FIBER TESTS. RFMOTE ELECTRICAL TILT(RET) CAR]FS. 8777 SW BURNI-IA.M SPRINT CONSTRUCTION NOTES 3. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT. TIGARD,OR 97223 SECTION 01 100 - SCOPE OF WORK 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION. MSCFI I ANFOUS1 5. PDF SCAN OF REDLINES PRODUCED IN FIELD. INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. THE WORK 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS-BUILT DRAWING PRODUCTION, EXISTING ZOO'-U"MONOPOLE MUST COMPLY WITH ALL APPUCABLE ADOPTED CODES AND STANDARDS, AND PORTIONS THEREOF. SPRINT METHOD 7. LIEN WAIVERS. ANTENNA INSTALLATION: OF PROCEDURE (MOP) AND SPRINT STANDARDS AT THE TIME OF CONSTRUCTION START. 8. FINAL PAYMENT APPLICATION. THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY 9. REQUIRED FINAL CONSTRUCTION PHOTOS. THE MANUFACTURER. ANTENNA HEIGHT,AZIMUTH AND FEED ORIENTATION INFORMATION SHALL BE AS DESIGNATED ON PRECEDENCE' THE CONSTRUCTION DRAWINGS. 10, CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS. SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES INCLUDING 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINT'S DOCUMENT THE STANDARD DETAILS FOR WIRELESS SITES AND THE CONSTRUCTION DRAWINGS. INFORMATION ON THE REPOSITORY OF RECORD). A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM STRUT IS _ CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. ALONG WITH SPRINT CONSTRUCTION MANAGER APPROVAL. LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 DEGREE. ' 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST: SPRINT WILL PROVIDE SEPARATE GUIDANCE. B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE SITE FAMILIARITY a. PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST. ADDITIONAL PHOTOS MAY BE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD REQUIRED TO SUPPORT ACCEPTANCE PROCESSES CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. (I) BACK MAIN FIBER CABLE ROUTE (MINIMUM TWO PHOTOS) FIBER CABLE INSTALLATION: (0) OF EACH ANTENNA AND RRU A. THE CONTRACTOR SHALL ROUTE,TEST AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION ISSUED FOR: ON-SITE SUPERVISION• (iii) MANUFACTURERS NAME TAG FOR ALL SERIALIZED EQUIPMENT DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REV DATE ORION DESCRIPTION DES./QA THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION (iv) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RRU'S AND RBS(DOOR OPEN) A 03/23/18 CWI PRELIMINARY LMA MEANS, METHODS,TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. (v) RBS CABINET WITH DOOR OPEN SHOWING MODIFICATIONS B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAT THE MANUFACTURER'S SPECIFICATIONS FOR B 04/06/18 ZTK PRELIMINARY LMR BENDING RADII. DRAWINGS.SPECIFICATIONS AND DFTAl15 REQUIRED AT JORSIiF (vi) POWER CABINET, DOORS OPEN, BATTERIES INSTALLED 0 04/18/18 ZTK CONSTRUCTION TWO THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS AT THE JOBSITE (vii) BREAK OUT CYLINDERS C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND INSTALLATION. FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. (viii) ASR SIGNAGE FOR SPRINT OWNED TOWERS (ix) RADIATION EXPOSURE WARNING SIGNS 1. FASTENING MAIN FIBER CABLES: A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO PROVIDE A COMPLETE FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED TO SUITE JOB DIMENSIONS OR (x) PHOTOGRAPH FROM EACH SECTOR FROM APPROXIMATELY RAD CENTER OF ANY NEW ANTENNA AT HORIZON. 0. LATTICE AND GUYED TOWERS• CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. A. LOAD PHOTOS TO SITERRA PROJECT UBRARY 15. IN 15 CREATE NEW CATEGORY; 2.5 DEPLOYMENT,AND ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-O"OC USING NON-MAGNETIC SECTION; PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE CASCADE AND VIEW BEING DEPICTED. CAMERAS STAINLESS STEEL CLIPS. HOISTING GRIPS SHOULD BE INSTALLED AT MID-POINT IF CABLE RUN EXCEEDS 200'AS USED TO TAKE PHOTOS SHALL BE GPS ENABLED SUCH THAT THE GPS COORDINATES ARE INCLUDED IN THE PHOTO WELL AS TOP SIDE. B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR TO PROCEEDING WITH MEDIA-FILE INFORMATION. a. MONOPOI F. THE WORK. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE COMMISSIONING REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF ALL CABLES SHALL BE PERMANENTLY SUPPORTED WITH HOISTING GRIPS AT INTERVALS OF NO MORE THAN 200' THE WORK. PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS (ONE HOISTING GRIP PER COAX). ,--71147.w C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION INTEGRATION. 1. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA). WITHIN THE MMES Di ,N+•'1 PRG�f,�, DOCUMENTS. PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES. �/:�C1NFP�'b� All 93243PE r METHODS OF PROCEDURE MOPS) FOR CONSTRI LCIION• 4. 11' '8C - .. . a. FIBER: SUPPORT FIBER BUNDLES USING 1/2'VELCRO STRAPS OF THE REQUIRED LENGTH AT 18"O.C. CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN THE FOLLOWING INSTALLATION AND COMMISSIONING MOPS. STRAPS SHALL BE UV,OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED OREGON CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTION OF LATEST MOPS. QUALITY ASSURANCE: BY TEXTOL OR APPROVED EQUAL. 4/18/201 ! ! A. TOP HAT A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, B. HOW TO INSTALL A NEW CABINET BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. EXPIRES:06-30--It MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. C. BASE BAND UNIT IN EXISTING UNIT USE EXPERIENCED INSTALLERS. DELIVER, HANDLE,AND STORE MATERIALS IN ACCORDANCE WITH 2. FASTENING OR SECURING JUMPERS SHOULD CONSIST OF STAINLESS STEEL CLIPS, 18" FROM REAR OF D. INSTALLATION OF BATTERIES MANUFACTURER'S INSTRUCTIONS. CONNECTOR AND 24"THEREAFTER AND AT NO TIME SHALL THEY CONTACT TOWER OR STRUCTURALSTEEL. E. INSTALLATION OF FIBER CABLE F. INSTALLATION OF RRU'S B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. 3. CABLE INSTALLATION: G. CABLING H. TS-0200 REV 5 - ANTENNA LINE ACCEPTANCE STANDARDS MATERIALS: a, INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE. NOTIFY THE CONSTRUCTION MANAGER, I. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. A. MANUFACTURERS: BENJAMIN MOORE, CI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR APPROVED J. COMMISSIONING MOPS PROVIDE PREMIUM GRADE, PROFESSIONAL-QUALITY PRODUCTS FOR COATING SYSTEMS. b. CABLE ROUTING CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOPE AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT PAINT SCHFOUI F A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO FINISH COATS. PAINT C. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM LTSSTV1Y AREION NGUNDER RTHE DIRECT( ON A. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NO METALLIC PARTICLES. PROVIDE COLORS AND BEND RADIUS. UNLOFALISS ENSEROACTING SIGNAL ENGINEER,OF A LICENSED R THIS ISOONAL ENGINEEp, THE CONSTRUCTION DRAWINGS. PATTERNS AS REQUIRED TO MASK APPEARANCE OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS TO ALTER THIS DOCUMF;NT. ACCEPTABLE TO THE OWNER. REFER TO ANTENNA MANUFACTURER'S INSTRUCTION WHENEVER POSSIBLE. 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON B. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS DRAWINGS. SHEET NUMBER: SIO PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. B. WATER TANKS: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW INDUSTRY STANDARDS AND S. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 REV 5. REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND FINISH. 7, HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED ALPHA-NUMERICALLY A -� O C. CONTRACTOR IS RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001,REV 1. CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION PAINTING APPI CATION. uocubgn t,Deope u.44.+L uube3 5-4b bS8U,bcbt[Uhnat 1 WEATHFRPROOFING FXTFRIOR CONNECTORC AND HYBRID CABI F GROUND KITS; BY THE APPLICABLE INSTALLATION MOPS. HUBS AND BOXES: `� A. ALL FIBER AND COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. C. COMPLY WITH MANUFACTURER'S INSTALLATION AND START-UP REQUIREMENTS. A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PROVIDE METALLIC ` THREADEDIHUBSLOFRO THE SIZE AND RESISTANT REQUIREDEP HUB SHALL TO LOCK NUT AND NEOPRENESULA 0-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE IN ACCORDANCE IL CIRCUIT BREAKER LABELING: Sprint WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. B. CABLE TERMINATION FITTINGS FOR CONDUIT A. LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. ,. 1. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF AMALGAMATING TAPE 2" T•k • _ _ - • L di„ 8305 SW CREEKSIDE PLACE,SUITE C. BEYOND CONNECTOR. APPLY A SECOND WRAP OF SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY - - ` - 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z/GEDNEY OR EQUAL BY ROXTEC. ` BEAVERTON,OR 97007 / DOUBLE WRAP OF 2"WIDE ELECTRICAL TAPE EXTENDING 2"BEYOND THE SELF AMALGAMATING TAPE. N.. J 2. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. SUMMARY: 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075, OR MADE FOR THE PURPOSE PRODUCTS BY 3. JMA-WPS SERIES ENCLOSURE. ROXTEC. THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. 4. BUTYL AND TAPE, 1 COMPLETE WRAP OF 3/4" PRE-TAPE, BUTYL WRAPPED IN HALF INCH LAP k � TM CROWN LAYERS, ENDED WITH SHINGLED DOWNWARD 3 WRAPS OF 2"TAPE, 3 WRAPS OF 3/4"TAPE C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY, HEAVY DUALITY ASSURANCE: DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SHINGLED DOWNWARD, FREE OF WRINKLES. BUCKLES AND FLAGGING. SCREWS, CROUSE-HINDS WAB SERIES OR EQUAL.- a CASTLE 5. •• 41,, It �. A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND LISTING ARE AVAILABLE IN THE INDUSTRY. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKET COVERS. OUTLET BODIES SHALL - C. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION, PROVIDE CROUSE-HINDS FORM 8 OR EQUAL 1505 WESAKE AVENUE NORTH,SUITE 800 CONSTRUCTION DRAWINGS. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT ` TLSEATTLE,WA 98109 INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE NEW USE FOR THIS PROJECT. E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D", CROUSE-HINDS,COOPER,ADALET, ` FIBER CABLE INSTALLATION. APPLETON, O-Z GEDNEY, RACO, OR APPROVED EQUAL. A. THE CONTRACTOR SHALL ROUTE,TEST AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION C. MATERIALS AND FOIIIPMFNT ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SUPPLEMENTAL GROUNDING SYSTEM. DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN,AND FREE FROM DEFECTS. A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON THE DRAWINGS. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAT THE MANUFACTURER'S SPECIFICATIONS FOR SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMET. GROUNDING CONNECTORS BENDING RADII. SUPPORTING DEVICES: SHALL BE TINNED COPPER WIRE, SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS EXCEPT AS OTHERWISE NOTED. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND INSTALLATION. A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS. PROVIDE B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WTTH CAD WELDS, EXCEPT AT EQUIPMENT PRODUCTS BY THE FOLLOWING: USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY MANUFACTURER; AT GROUND BARS USE 1. FASTENING MAIN FIBER CABLES: TWO-HOLE SPADES WITH NO-OX. SPRINT SITE,NUMBER: a. E AND GUYED TOWERS: 1. ALLIED TUBE AND CONDUIT. P003XC047 ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-0"OC USING NON-MAGNETIC 2. 8-LINE SYSTEM. C. STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CONSTRUCTION MANAGER P003XC047 STAINLESS STEEL CLIPS. HOISTING GRIPS SHOULD BE INSTALLED AT MID-POINT IF CABLE RUN EXCEEDS 200'AS 3. UNISTRUT DIVERSIFIED PRODUCTS. FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. WELL AS TOP SIDE. 4. THOMAS & BETTS EXISTING STRUCTURE. BU#: 879526 U7 b. MONOPOLE' B. FASTENERS: TYPES, MATERIALS AND CONSTRUCTION FEATURES AS FOLLOWS: TIGARD ALL CABLES SHALL BE PERMANENTLY SUPPORTED WITH HOISTING GRIPS AT INTERVALS OF NO MORE THAN 200' 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, DEVICES, BOXES,AND OTHER (ONE HOISTING GRIP PER COAX). 2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL. DESIGNED SPECIFICALLY FOR THE INTENDED EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZEDAND C� TrU t�7TT�1�,F SERVICE. FLOOR�SHALLIN BETHE WALL,PATCHED TOIMACH TTHELADJACENT CONSTRUCTION.R SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, OR 8177 SW BURNHAM 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA).WITHIN THE MMBS 3. FASTEN BY MEANS OF WOOD SCREWS IN WOOD. �+i CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. CONDUIT AND CONDUCTOR INSTALLATION l iGARD>OR 97223 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. a. FIBER: SUPPORT FIBER BUNDLES USING 1/2"VELCRO STRAPS OF THE REQUIRED LENGTH AT 18" O.C. 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON STEEL. A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE EXISTING 1001-011 MONOPOLE BY TEXTOL OR APPROVED EQUAL. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN'THREADED STUDS TO STEEL STRUCTURES. 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. b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE IN STABILIZED, 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF 1 CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED 3. FASTENING OR SECURING JUMPERS SHOULD CONSIST OF STAINLESS STEEL CLIPS, 18"FROM REAR OF SUPPORTING DEVICES: MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. CONNECTOR AND 24"THEREAFTER AND AT NO TIME SHALL THEY CONTACT TOWER OR STRUCTURAL STEEL. A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. ACCORDANCE WITH NEC. ' 4. CABLE INSTALLATION: ADDITIONAL RFOUIRED NOTES: \ a. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. C ISSUED FOR: INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE. NOTIFY THE CONSTRUCTION MANAGER. • GC IS RESPONSIBLE FOR HIRING ALL 3RD PARTY SPECIAL INSPECTIONS AS REQUIRED PER MUNICIPALITYREV DATE DAWN DESCRIPTION 'DES./QA C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTING • GC IS RESPONSIBLE FOR VERIFYING ALL FIELD MEASUREMENTS PRIOR TO STARTING CONSTRUCTION b. CABLE ROUTING CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH ROUTED IN THE CABLE ENVELOPE AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERSWITH THE FOLLOWING: • A 03/23/18 CWJ PRELIMINARY LMR 1. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST DO NOT OPEN RRU PACKAGES IN THE RAIN B 04/06/18 ZTK PRELIMINARY LMR LOAD. • NO OPEN FLAME ON SITE c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM 2. USE VIBRATION AND SHOCK-RESISTANT FASTNERS FOR ATTACHMENTS TO CONCRETE SLABS. • GC TO ENSURE HYBRIDS ARE SUPPORTED EVERY 3'-0"ON HORIZONTAL AND 4'-0"ON VERTICAL RUNS 0 04/18/18 ZTK CONSTRUCTION DPG BEND RADIUS. L FI FCTRICAI IDENTIFICATION: 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON DRAWINGS, A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, INSIDE DOORS OF AC 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 REV 5. PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED ALPHA-NUMERICALLY B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. WEATHFRPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS. ��i - 1i ` •r t PROF A. ALL FIBER AND COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. CONDUIT S7 Ll ,gyp 6GLRf�QJ, A. RIGID GALVANIZED STEEL (RGS)CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND AND IN ' 93243PE r B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE IN ACCORDANCE UNFINISHED INTERIOR LOCATIONS AND FOR UNDERGROUND RUNS. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE OREGON PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTED WITH THE 1. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF AMALGAMATING TAPE 2" UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT 4/18/201. N -.T BEYOND CONNECTOR. APPLY A SECOND WRAP OF SELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY BE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. DOUBLE WRAP OF 2"WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF AMALGAMATING TAPE. EXPIRES 06-SO-Il B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE FOR DIRECT BURIAL AS 2. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. APPLICABLE. JOINTS SHALL BE BELLED.AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. 3. JMA-WPS SERIES ENCLOSURE. C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEP RADIUS 4. BUTYL AND TAPE, 1 COMPLETE WRAP OF 3/4" PRE-TAPE, BUTYL WRAPPED IN HALF INCH LAP ELBOWS. LAYERS, ENDED WITH SHINGLED DOWNWARD 3 WRAPS OF 2"TAPE, 3 WRAPS OF 3/4"TAPE SHINGLED DOWNWARD, FREE OF WRINKLES. BUCKLES AND FLAGGING. D. ALL UNDERGROUND CONDUIT OR CONDUIT IN CONCRETE SHOULD BE PVC. EMT OR RIGID GALVANIZED STEEL 5• •• . 0. •: •. .. CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATIONS C80.3, FEDERAL SPECIFICATION WW-C-563,AND SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, ;I. - .. AT... I ,, ult.. t.. : •._ ,,.:. :.• 1 _.T.• • •., .1 REPUBLIC OR WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. IT ISA VIOLATION OF LAW FOR ANY PERSON, SUMMARY' UNLESS THEY ARE ACTING UNDER THE DIRECTION _ E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT FITTINGS OFALI(:ENSED PROFESSIONAL ENGINEER, SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET TO ALTERTHIS DOCUMENT. " A. THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS,AND INTERNAL EQUIPMENT INCLUDING BUT NOT SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES,AND SIMILAR 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRED BY NEC. MANUFACTURERS OF FLEXIBLE SHEET NUMBER: VISIO - EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). CONDUITS SHALL BE CAROL,ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. • B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). T-3CO ) FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRED uocuaycenveope u.44.1(.....315-451-,6.043urnurbut SITE ANDI PLSCLAIMER: INSTALLER NOTE: c S\ PROPERTY LINES AND STRUCTURES HAVE ANTENNAS NOT SHOWN FOR CLARITY. BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. ` / / \ ♦♦ ♦♦ sig\ print CROWN CASTLE USA INC. HAS NOT f COMPLETED A SITE SURVEY AND CLAIMS / ♦ ♦ (E) PARKING THEREFORE MAKES NO CMS AS TO ♦♦ ♦♦ LOT \ THE ACCURACY OF INFORMATION ♦ ♦♦ 0 DEPICTED ON THIS SHEET + ♦ O 8305 SW CREEKSIDE PLACE,SUITEC. l / (E) CROWN CASTLE COMPOUND + 1.9 ♦♦♦ ♦♦♦♦ .� %\ / /NII \"... BEAVERTON,OR 97007 / (SEE SHEET C-1.2) O4 ♦♦ ♦♦ /" �\ f / a9� CROWN / /,11111wA i- - �I �0, o♦♦ ♦ s\ CC, CASTLE r \ (E) SIDEWALK / I / o°�,.,�+ I +s� ♦♦ •♦ / 1505 WESTLAKE AVENUE NORTH,SUITE 800 / A. Ali� °Pow ♦ /\�/ SEATTLE,WA 981091•' 'APN: R215553 (40,/ \ �� I ZONING: CBD of /i 7.♦ ♦� �,\\ / �'��'Q�D l ♦ ♦ / \ CjvV e�eG + ♦♦ ♦♦ i do (E)TREE LINE \ SPRINT SI1'h NUMBER: (E) PARKING y ♦♦♦♦♦♦♦ ♦♦♦♦•♦♦ I P003XC047 Loi 4 + -I- \ ♦♦ ♦♦ . 47 // \ dJ//�(E) PARKING 1 \ \ ♦♦♦ ♦♦♦ BU#:879526 / \ , + + ♦♦♦♦ ♦♦♦♦ (E))P)AILROAD TRACKS Q ( TIGARD ♦♦ ♦♦ > (E) FENCE 1�. ♦�♦♦ ♦♦♦♦ CC) 8777 SW BURNHAM ,-110 \ (TYP) ♦i ♦i TIGARD,OR 97223 Jai . \ V (E) SIDEWALK ' 1111141111111111111111 (E) SIDEWALK '-- \ �♦♦ ♦♦♦� -_J EXISTING 100'-0"MONOPOLE / ♦i ♦♦i APN: R2155537 ♦♦♦ ♦� ZONING: CBD 4 Illy # \ + 1 / (E) PARKING JJ \ + LOT 4 (E) PARKING \ LOT ♦♦♦♦♦♦o. ♦ ♦♦♦♦♦♦♦ i + .\ ♦ ♦ ISSUED FOR //:#1 ... \ I REV DATE DRWN DESCRIPTION (DES.LMR ♦ (E) SLIDING GATE ------ - \ ♦♦♦ A 03/23/15 C.W) PRELIMINARY \ \� ♦♦♦ ••♦ B 04/06/15 ZTK PRELIMINARY LMR } \S),,, '�' ••111111144.k, 0 04!15/15 ZTK CONSTRUCTION DPG / (E) SLIDING + I. GATE -}- \ \ il S ♦♦ ♦♦ / A No. \\(..,:z.% + (E) PARKING ♦� ♦♦ \ `�' \'9� (E) SITE + LOT ♦�♦ ♦♦♦ \ ACCESS \ + + \� (E) SIDEWALK p ♦♦♦♦ ♦♦♦♦ uvowaM4m. / \ \ `/ \ iNteN Hort,I ♦ ♦ 01 93243PE r- \ Ar.B. + \ + ♦♦� ♦♦♦ OREGON Ay / _---- — \ \ •♦♦♦ • ans/zo1. )e r + \ + ♦♦♦♦ DXPWES:08-30-9 / (E) SLIDINGGATE \ (E)PARKING \II lOT / \+ (E) BUILDING (TYP) / \ (E) SIDEWALK -� i, // IT ISA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. \SITE PLAN SCALE: ' T� 1•40'-0^(FULL MU) v SHEET NUMBERCEWO J Uocubgn Lnveope u.4,1,3,,,,U5-1:131,181-e.S80bte1-11Urau2 I * , /(.....' �. INSTALLER NOTE ANTENNAS NOT SHOWN FOR CLARITY. Sprint \ J 19'-1O± _ 9'-4"t 4." 12'-8"t 12'-0"t 3'-8"t (GATE) (GATE) 8305 SW CREEKSIDE PLACE,SU11 h C. BEAVERTON,OR 97007 X X x x X X X x CROW " x I. xC(NoCASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 ' `` / SEATTLE,WA 98109 j x (E) UTILITY FRAME j�// (E) 100'-0" MONOPOLE ' x II • x • (E)TELCO PEDESTAL x 10 x / /— SPRINT SI1'h NUMBER x x xx x / P003XC047 x x X x ���JJJ 1. x Y (E) PULLBOX xx BU#:879526 + + + + x x x x x + + x x • TIGARD (E) SPRINT FEEDLINES TO REMAIN�� + + X Y. X X X (3) SAMSUNG - TYPE 2 (1-7/78") 'y ..1 +}± '� x -/. xx 8777 SW BUDNHAM x NEW SPRINT FEEDLINE----------:-.....,4.4 + t + + >< x X x 1R (1) SAMSUNG - TYPE z (t-7/ts")~��- + TIGARD,OR 97223 + + + + '' x (E) SPRINT ICE BRIDGE-��+++,1 +++ * " x xx x EXISTING 100'-0"MONOPOLE C + 1 + X X (E) EQUIPMENT'H y' SHELTER1 a + + + +x el + + / /:////: x a' n + + } j/ + + (E) ICE BRIDGE `l u / x X� SPRIN \\ x G^BINET • / ( ISSUED FOR ( r' (E) SPRINT GPS l / / / / REV DATE DAWN DESCRIPTION DES./QA (E)CONCRETE PAD \[ (E) / A 03/23/18 CW) PRELIMINARY I.MR • SPRINT BATTERY (E)SPRINT / / B 04/06/18 ZTK PRELIMINARY LMR x N\ CABINET. 14'-8"x8'-0" • / / x 0 04/18/18 ZTK CONSTRUCTION DPG _ EQUIPMENT •PAD • • / / J • (E) CONCRETE PAD •.' ..... .- / j x (E) SPRINT TELCO / ` // / x BOX ON POST / {/ x .i „ PRO !/// Pfz�,,,,� C���-�GIREf.��� "93243PE r OR . (E) CHAIN LINK FENCE W/ x BARBED WIRE & PRIVACY SLATS 4/16/201- -•T x EXPIRES:08-30-11 X X X X X X X X X X X X X X X X 57'-3.5 ,� IT IS A VIOLATION OF LAW FOR ANY PF3t8(X.V, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, °ENLARGED SITE PLAN TO ALTER THIS DOCUMENT. 1 otlll�l'', IN SCALE: a, 3�' two a' i%e"=i•—o"(FULL SIZE) glir SHEET NUMBER C1 .2 (1EVI&O \ 0 J ...VII tnvelOpe Ill.443E/UUS.b315-aWtl-HbaO-btbrz,Vraut1 /STRUCTURE W/APPURTENANCE STRUCTURE W/APPURTENANCE ELEV. = 106'-0" Y ELEV. = 106'-0" II h EXISTING SPRINT RAD CENTER 7_ Sprint I1 P EXISTING SPRINT RAD CENTER d ha 111 I ELEV. = 103'-0" sf Ildr ELEV. = 703'-0" A HEIGHT OF STRUCTURE li''— C'$ , T I I HEIGHT OF STRUCTURE 4 .1' ."0", Y ELEV. = 100.-0" L 111 ELEv. = too'-o' 8305 SW CREEKSIDE PLACE,SUITE C. (E) SPRINT EQUIPMENT TO REMAIN NEW SPRINT EQUIPMENT: I (E) SPRINT EQUIPMENT ` BEAVERTON,OR 97007 (E) SPRINT EQUIPMENT TO BE REMOVED (3)ANTENNAS (3)ANTENNAS (3)ANTENNAS (3) ANTENNAS (6) RRHs Hs INSTALLED ON EXISTING MOUNT INSTALLATFORM REINFORCEMENT VALMONT 4 5L IR KIT INSTALLEDRON EXISTING MOUNT (3) RRHs (6) JUNCTION CYLINDERS INSTALLED ON EXISTING MOUNTI INSTALLED ON EXISTING MOUNT CROWN I CASTLE I 1505 WESTLAKE AVENUE NORTH,SUITE 800 • I l ` SEATTLE,WA 98109 INSTAL'ER NOTE. )NSTALLFR NOTE; DIRECT TOWER MOUNTED EQUIPMENT MUST I DIRECT TOWER MOUNTED EQUIPMENT MUST NOT TRAP OR INTERFERE W/ DUMBING NOT TRAP OR INTERFERE W/CLIMBING PEGS/STEPS AND SAFETY CLIMB. I `PEGS/STEPS AND SAFETY CLIMB. .1 _ I _ I P EXISTING MCL k, I Ill EXISTING MCL SPRINT EQUIPMENT 1 III lf ELEV. = 75'-0" SPRINT EQUIPMENT t1 III I ELEV. = 75-0" SPRINT SLIE,E,NUMBER ANTENNA CL: 703'-0" — 0l — ANTENNA CL: 103'-0" — IP003XC047 MOUNT CL: 102'-0" MOUNT CL: 102'-0" I BU#:879526 I TIGARD I 8777 SW BURNHAM I TIGARD,OR 97223 I INSTAL ER NOTP I EXISTING 100'-0"MONOPOLE MOUNT MODIFICATIONS REQUIRED. SEE I MOUNT STRUCTURAL ANALYSIS REPORT BY PAUL J. FORD DATED APRIL 6, 2018. NO PROPOSED LOADING TO BE ADDED UNTIL MODIFICATIONS ARE COMPLETED AND • `PROPERLY INSPECTED. I I ISSUED FOR: I REV DATE DRWN DF.SCRIPITON DES./QA A 03/23/18 CWJ PRELIMINARY LMR (E) 100'-0"MONOPOLE (E) 100'-0"MONOPOLE I B 04/06/18 ZTK PRELIMINARY LMR I 0 04/18/18 ZTK CONSTRUCTION DOG I (E) SPRINT FEEDLINES TO REMAIN (E) SPRINT FEEDLINES I (3) SAMSUNG - TYPE 2 (1-7/16") (3) SAMSUNG - TYPE 2 (1-7/16") ROUTED INSIDE MONOPOLE ROUTED INSIDE MONOPOLE I I NEW SPRINT FEEDUNE H I (1) SAMSUNG - TYPE 2 (1-7/16") D . ., I,PROp. ROUTED OUTSIDE MONOPOLE '"' I "_.N61 tired,.b7$ 93243PE r. I OREGON EXPIRES:06-30-IS 066-ISS I I I 9 I S iimiin amens; I losom �i i� f _ I ( I - _ ® IT IS A VIOLATION OF LAW FOR ANY PERSON, - 1 I I - - - I UNLOFA LICENSED PROFESSIONAL ENGINEERS THEY ARE ACTING UNDER TUE , I\ --1; I ( I `I _ I TO ALTER THIS DOCUMENT. I i I I I VAA - _ I I SHEET NUMBER: SIO . O EXISTING ELEVATION O FINAL ELEVATION C-2 OLE2 SCALE: NOT TO SCALE 1 DocoSIgn Envelope ID:443C7005A31548P7 65808EBF210FB021 C 1 (E) SPRINT ANTENNA TO BE REMOVED (E) SPRINT RRH TO BE REMOVED NEW SPRINT ANTENNA JJNSTAI LFR NOTE. /// ....;/;\ KMW COMMUNICATIONS - ET-WM-18-65-8P SAMSUNG - 2.5GHz RRH-V3 SAMSUNG - M-MIMO MU (3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR) REPLACE EXISTING PIPE MOUNTS WITH NEW 4-1/2"STD (2-7/8"O.D.) GALV. Sprint SCH 40 PIPE AS REO'D.EQ'D. ,, C-2 C-2 '', (E) SPRINT ANTENNA TO REMAIN INSTALLER NOTE: tftiAKMW COMMUNICATEONS - 111 ��ei 8305 SW CItEEKSIDE PLACE,SUITE C. \ 1 '-"'' ET-X-TU-42-15-37-18-iR-SP (3 TOTAL, 1 PER SECTOR) MOUNT MODIFICATIONS REQUIRED. SEE \ BEAVF.RTON,OR 97007 / MOUNT STRUCTURAL ANALYSIS REPORT BY / (GAMMA) (GAMMA) PAUL J. FORD DATED APRIL 6, 2018. NO 305- AZIMUTH A-1 305'AZIMUTH A-1 PROPOSED LOADING TO BE ADDED UNTIL MODIFICATIONS ARE COMPLETED AND \ PROPERLY INSPECTED. PER MOUNT _ `, � /. ANALYSIS, INSPECTION OF THREADED RODS 'L. ,,A CROW N��,cc$ IS ALSO REQUIRED PRIOR TO INSTALLATION vv `\ OF NEW LOADING. SEE FULL REPORT FOR""` 50'AZIMUTHAY (ALPHA) DETAILS CASTLE 50'AZIMUTH 1505 WESTLAKE AVENUE NORTH,SUITE 800 • (E) SPRINT RRH TO REMAIN (E) SPRINT RRH ` SEATTLE,WA 98109 SAMSUNG - RRH-C2C W/ EXT FILTER SAMSUNG - RRH-C2C W/ EXT FILTER \ .01 - (3 TOTAL, 1 PER SECTOR) _ } (3 TOTAL, 1 PER SECTOR) (E) SPRINT MOUNT TO REMAIN (E) SPRINT MOUNT .(:3" �lw��+� (E) SPRINT RRH TO REMAIN (N SPRINT RRH SAMSUNG - RRH-P4 � . SAMSUNG - RRH-P4 ''4 . (3 TOTAL, 1 PER SECTOR) A-2 (3 TOTAL, 1 PER SECTOR) �� =,A-2 'r. SPRINT SITE NUMBER abilibilb-, „►�� P003XC047 ti�_ woo " r !.�J' (5) 100'-O" MONOPOLE �' • (E) 100'-0"MONOPOLE Oil BU#:879526 B-1 y_. B-i �,,,.4 (E) SPRINT ANTENNA TIGARD KMW COMMUNICATIONS - B-2 (E) SPRINT JUNCTION CYLINDER TO BE REMOVED B-2 ET-X-TU-42-15-37-18-iR-SP (BETA) SAMSUNG - POWER JUNCTION CYLINDER (BETA) (3 TOTAL, 1 PER SECTOR) 8777 SW y�'j BURNHAM (E) SPRINT JUNCTION CYLINDER TO BE REMOVED 170'AZIMUTH (3 TOTAL, 1 PER SECTOR) 170'AZIMUTH SAMSUNG - OPTIC FIBER JUNCTION CYLINDER OR (3 TOTAL, 1 PER SECTOR) 1 ' 1 97223 1 EXISTING 100'-0"MONOPOLE 0EXISTING ANTENNA LAYOUT 47N FINAL ANTENNA LAYOUT /VI!IJu,. SCALE: NOT TO SCALElir OSCALE: NOT TO SCALEVP 40 cISSUED FOR: 2-1/2"STD ANTENNA REV DATE DRWN DESCRIPTION DES./QA PIPE TO BE MOUNTED A 03/23/18 CW/ PRELIMINARY T,MR FLUSH WITH ANTENNA TIP B 04/06/18 ZTK PRELIMINARY LMR 0 04/18/18 ZTK CONSTRUCTION DPG : 0'0� \ 1 NEW ANTENNA I C SAMSUNG - M-(IMO AAU - �,� :,1 PROFFSti 3 TOTAL) "b (E) MOUNT -,*01Rff9 ,, .]:mmaa a 93243PE r Int— ,■ I� 11 OREGON I` 4/18/201. 4 � .7 EXPIRES:08-30-111 INI NEW POWER � JUMPER CABLE (5) 100'-0'MONOPOLE NEW HYBRID CABLE II (1 TOTAL) II II II (E) HYBRID CABLE TP IS A 1TOLATION OP LAW TOR ANY PER • (3 TOTAL) UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER i TO ALTER THIS DOCUMENT. • f NOT USED OANTENNA SCHEMATIC SHEET NUMBER:OSCALE: NOT TO SCALE C-...._ CEVIsIo 0 ` DocmSign Envelope II,:449E700569154801-I35806E6F211*8021 Springy - I I . 8305 SW CREEKSIDE,,, PLACECASTLE,SUITE C. ` BEAVF•RTON,OR 97007 CROWN 1 l'CI 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 (E) 100'-0"MONOPOLE I ` J t" (I) SPRINT FEEDLINES (3) SAMSUNG - TYPE 2 (1-7/16") ROUTED INSIDE MONOPOLE SPRINT SITE NUMBER: P003XC047 BU#:879526 NEW SPRINT FEEDLINE ter+ !'+A UT1 ARD (1) SAMSUNG - TYPE 2 (1-7/16") 1 IlT ROUTED OUTSIDE MONOPOLE (E) SPRINT GPS T7A (5) CHAIN LINK FENCE W/ 8777 SW BURNT LM BARBED WIRE & PRIVACY SLATS TIGARD,OR 97223 EXISTING 100'-O"MONOPOLE N (5) SPRINT �"(E) SPRINT jJ MMBS CABINET / BATTERY CABINET I J (E) SPRINT ICE BRIDGE `IIIIHIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIMMIIIMMIIIIIIII 10111llllllllllllllllllllllll .0141 \ ' r 111111111111111111111111111111 (E) SPRINT TELCO �I'I ISSUED FOR: riH011rdrdMiHrdiH IBOX ON POSTIIIII 11 M •MMIIIII . \ © 03/23/14 ® PRELIMINARY ass 10'--1 ♦ I:I04,05/18 ® PRELIMINARY LMR m®®®®®®gym®® 04/18/18En CONSTRUCTION DPG — I 111111111111111111H1111NIIII I , --_—_ —:1.1 III 1111111111111111111111111 J ` f\ \ � lir 1 mammmuummuu IL 111111111111111111111111111111 111111111111111111111111111111 NNN/HNIHHNNHmm1 ( _� 111111111111111111111111111111 111111111111111111111111111111 II , % / ' I ( 111111111111111111111111111111111111111111NIIIIIIIIIIIf111I 1111111111111111111111111111111111111111111111111IIIIIIIIII /11111111111111111111111111111111 111111111111111111111111111111 % \ ` ` 111111111111111111111111111111111111111111111111111111111111 Illlllllllflllllllllllllllllll 111111111IINIIIIIIIN11111111 'II 111111111111111111111111111111 1111111111111111111111111H111 - 10IIIIIIIIIIIIIIIIIIIIf11111111(E) GROUND \ •••••. r IIIIIHIIHIIIIIIHI 111111111111111111111111111111 111111111111111111111111111111 (E) SPRINT 14'-6"x8'-0" ,1111I► � �.>a.bby .1111.... S / , EQUIPMENT PAD D . )PROFfS ' P__ — I' ' E.______1 J • II .__ns,,, .*GIN Ff44Oy % 93243PE ^) OREGON 4/18/20A,6 II. •'A0 'c T I.P.C. EXPIRES:06-30-19 _ __ ....._.__ IT IS A VIOLATION OP LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER• TO ALTER THIS DOCUMENT. OGROUND EQUIPMENT ELEVATION SCALE: NOT TO SCALE SHEET NUMBER: VISIO , C-4 0 ..... \....._ , J ooaastar Envelope I0:443E/DO59495461q-1.306EBF21OI-81 fr I ! REV. 0 7/25/16 Type 1 Type 2 Type 3 �/ SPRINT CONSTRUCTION SPECIFICATIONS Total Length -4Cm -70m -120m / MINI-MACRO CELL SITES (requirement Is 300fee=91.dm) •Sprint Hybrid Power Cable AWG 81 pair, AWG 61 pair, AWG 41 pair, 1) BASIC REQUIREMENTS configuration AWG 10 3 pair AWG 8 3 pair AWG 6 3 pair a) MEET ALL REQUIREMENTS OF JURISDICTIONS. Cable diameter 32mm 32mm 36mm b) IF EQUIPMENT FURNISHED BY THE COMPANY DOES NOT MATCH THE EQUIPMENT LISTED ON THE REDS AND Bending radius 800mm 800mm 900r ` 8305 SW CREEKSIDE PLACE,SUITE C.BEAVERTON,OR 97007 SHOWN ON THE PERMITTING DRAWINGS,RESOLVE DISCREPANCY THROUGH INSTALLER'S CONSTRUCTION Optic cable LC/PC-to-LC/PC LC7PGtn•LC/PC LC/PC-to-LC/PC Single trade Single mode Single mode MANAGER AND COMPANY'S POINT OF CONTACT t) CABLE INSTALLATIONS BBV cabinet - - AWG4->MtAVne6 cable terminal max conversion let need / (power i)ALL CABLES MUST BE OUTDOOR RATED AND HAVE UV RESISTANT OUTER JACKETS size AW06) CROWN 0) CABLE BENDS MUST NOT EXCEED MANUFACTURER'S ALLOWABLE CABLE BEND RADII RRU Power cable Spec AWG 10,4 pair AWG 10,4 pair AWG 10,4 pair " iii) AT RADIOS INSTALL SERVICE LOOPS FOR POWER, FIBER,AND ETHERNET SECURED AT LEAST TWICE Non use Power and optic 2 pair power and optic cable 2 pair power and optic cable 2 pair power and optic cable With PE a: CASTLE 180' TO THE STRUCTURE cable protection With PE pipe With{ PE pipe pipe e iv) SPARE FIBERS MUST BE ENCASED IN A LOW PROFILE WEATHERTIGHT ASSEMBLY - 1505 WESTLAKE AVENUE NORTH,SUITE 800 ` SEATTLE,WA 98109 d) FIBERS MUST BE FIELD-TERMINATED WITH LC TYPE CONNECTORS \ J e) CONDUITS IN EARTH: PROVIDE PVC. CONDUITS EXPOSED IN FACILITIES: PROVIDE RGS. HAND DIG FILLER TRENCHES IN COMPOUNDS 111111 ME,111111111111 (1YP 2) 0 SECURE AND SUPPORT CONDUITS AND CABLES ON NO MORE THAN 48" INTERVALS 6AWG DC CONDUCTORS g) ON TOWER SITES RGS CONDUITS MAY BE SURFACE MOUNTED AWAY FROM WALKWAYS AND ACCESS/EGRESS 771 /1110411111r6")*\ (1 PAIR)PATHS. IF INSTALLATIONS IN WALKWAYS AND ACCESS/EGRESS PATHS CANNOT BE AVOIDED, IDENTIFY THE CONDUIT .`• OPICAL FIBERS ENVELOPE/TRIP HAZARD BY ALTERNATING YELLOW AND BLACK STRIPES PAINTED ON CONCRETE AND CONDUIT. z (4 PAIR) 2) SPRINT - FURNISHED EQUIPMENT I.y Y 4g" A. o) INSTALL THE FOLLOWING EQUIPMENT AT LOCATIONS AND AZIMUTHS SHOWN ON THE CONSTRUCTION ¢ �� SPRINT SITE NUMBER DRAWINGS. i w ♦ P003XC047 , :1(0191i) PANEL ANTENNAS I -I oD OUTER JACKET ii) RADIOS k lc) `"OBU#:879526 iv FILTERNTENNAS (IIIIIIIIIIIIII -(( , BAWG DC CONDUCTORS TIGARD (3 PAIR) v) 120 VOLT DIN-RAIL CIRCUIT BREAKER ASSEMBLY PAPER TAPE 3TOW RINSTA 1-ATIOS SAMSUNG - M-MIMO BRAIDING 8777 SW BURNHAM o)MEET ALL REQUIREMENTS OF THE TOWER OWNER WEIGHT(WITHOUT MOUNTING HARDWARE): 143.3 LBS TIGARD,OR 97223 SIZE (HXW%D): 41.34x19.7x5.5 IN. b) INSTALL CORRUGATED FLEXIBLE CONDUIT UP THE TOWER TO COMPANY'S RAD CENTER c) PROVIDE HANGING GRIPS OR CONDUIT CLAMPS AND ENSURE CONDUITS AS WELL AS INNER CABLES ARE SUPPORTED EXISTING 1001-011 MONOPOTF. d) CONDUIT RISERS:AT THE TOP OF THE TOWER TURN CONDUIT DOWN AND PROVIDE CABLE TERMINATION SAMSUNG - M-MIMO O SAMSUNG HYBRID CABLE SPECIFICATIONS FITTINGS. EXTEND CABLES TO RADIOS EXPOSED AND SECURED TO THE STRUCTURE,AT CONDUIT EXIT FROM • TOWER, PROVIDE DRIP LOOPS AND WEEP HOLES. SCALE: NOT TO SCALE SCALE: NOT TO SCALE e)AT THE ICE BRIDGE RUN CABLES IN RGS CONDUIT. UTILIZE CONDULETS TO MAKE COMPACT 90 DEGREE Jti TURNS V\ 4)AC POWER TIE-IN a) INSTALL SPRINT'S 120 VOLT DIN-RAIL CIRCUIT BREAKER ASSEMBLY IN THE EXISTING POWER PROTECTION CABINET TELCO SECTION b) INSTALL A 20 AMPERE MOLDED CASE CIRCUIT BREAKER IN AVAILABLE SPACE IN THE ADJACENT PPC C ISSUED FOR REV DATE DAWN DESCRIPTION DES/QA POWER SECTION LOAD CENTER 5) GROUNDING A 03/23/18 CWJ PRELIMINARY LMIt B 04/06/18 ZTK PREI1MINARY LMR a) 120 VOLT CIRCUITS: POWER CABLES MUST BE 3-WIRE WITH EQUIPMENT GROUNDING CONDUCTOR 0 04/18/18 ZTK CONSTRUCTION DPG b) SUPPLEMENTAL GROUNDING: ALL GROUNDING HARDWARE MUST BE UL STAMPED AS SUITABLE FOR GROUNDING HARDWARE II c) RADIOS: BOND RADIO TO THE TOWER TOP OR SECTOR GROUND BAR WITH #6 BARE TINNED COPPER WIRE \`r (GREEN INSULATED ON ROOFTOPS) d) DIN-RAIL CIRCUIT BREAKER ASSEMBLY: BOND SURGE ARRESTOR TO PPC TELCO BOARD GROUND BAR 6)MINOR MATFRIAI S a) CONDUIT i)RIGID GALVANIZED STEEL CONDUIT(RGS): UL LISTED, COMPLIANT WITH ANSI STANDARD C80, HOT-DIP GALVANIZED, WITH THREADED FITTINGS. MANUFACTURERS: ALLIED, REPUBLIC, WHEATLAND, OR EQUAL. �,_ /4"."." � 1.� ii)CORRUGATED FLEXIBLE CONDUIT: DURAUNE OR EQUAL. i--'� � �� - )�' ��s .* • ,r 1 PROfF^� ill) LIQUID-TIGHT FLEXIBLEMETAWC CONDUIT(LFMC): UL CABLED, UC RESISTANT, FLAME RETARDANT PVC ,`ice ! � �..ei '� "5fvJ)PVC CONDUIT: SCH DOLE 40.KET. HOT-DIP GALVANIZED, RCARONN ORCEQUAL S: AFC, ANACONDA, SOUTNWIRE,OR EQUAL. ; \ pREGONE ev) CABINET HUBS AND CABLE TERMINATION FITTINGS: OZ GEDNEY OR ROXTEC \j \%b) COAXIAL CABLE JUMPERS:}"LDF-4 MANUFACTURERS: COMMSCOPE, RFS OR FCT. \� i 4/18/201. '� .Tic)FASTENERS AND HARDWARE `jpIPIRES 08-30-1!i) TO SECURE RACEWAYS, UTILIZE NON CORRODING NON-MAGNETS METALLIC FASTENERS AND HARDWARE `� `)IjiSUITABLE FOR THE PURPOSE ,d) POWER CABLES - 3/C #12 SOOW BY SOUTHWIRE OR EQUAL 7 ) sr,j. e) ETHERNET CABLES AND CONNECTORS: OUTDOOR RATED,CAT 5E, BELDEN OR EQUAL �,2L1 Fitt` �aim'- twin, f) FIBER CABLES CORNING "FREEDOM FAN OUT"OUTDOOR RISER CABLE, 4F, SINGLE MODE, OR EQUAL y \ll + ts g) RF TRANSPARENT PAINT FOR ANTENNA CONCEALMENT: SELECT NO/LOW CARBON PAINTS, WITH NO/LOW TITANIUM DIOXIDE,AND WITHOUT SUSPENDED METAL PARTICLES(ALUMINUM, ZINC, COPPER, ETC) 7) COLOR CODING POLE: DOWN TILTING (-15') POLE: UP TILTING(+151 WALL: DOWN TILTING(-15') o) COLOR CODE CABLES AND CONDUITS AS REQUIRED BY SPRINT STANDARD TS-0200 -- - IT IS A VIOLATION OF LAW FOR ANY PERSON, - B)TESTING AND CONSTRU ICTION COMPI FTF UNLESS THEY ARE ACTING UNDER THE DIRECTION • a) SWEEP ALL COAXIAL CABLES ACCORDING TO SPRINT STANDARD TS-0200 OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER'IVIS DOCUMENT. • b) PANEL ANTENNA ALIGNMENT - USING ELECTRONIC ALIGNMENT TOOL AZIMUTH/DOWNTILT +/- 1 DEGREE a) LEAVE EQUIPMENT DE-ENERGIZED UNTIL INSTRUCTED BY THE COMMISSIONING AND INTEGRATION TEAM TO SHEET NUMBER: SIO • ENERGIZE C Cd)OTHER REQUIREMENTS AND DELIVERABLESRABLES MAY BE REQUIRED BEFORE THE CONSTRUCTION COMPLETE5 OLESTONE CAN BE ACTUALIZED IN SITERRA (SPRINT'S DATABASE-OF-RECORD). ®ANTENNA MOUNTING OPTIONSNOT USED SCALE: NOT TO SCALE 4 SCALE: NOT TO SCALE / Dom.Sign Envelope ID:443C70D5631548 0-6E F210F3021 -- 8"PVC PLUG / 1 TO ANTENNA COAX TO ANTENNA COAX T/FINISH GRADE /, 8" PVC PLUG CPLG. (THRD.) `ry / COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR I I /I S f 'n t I r. z z i 8305 SW CREEKSIDE PLACE,SUITE C. Air-1k m Y��i�i�i�i teate 0 0 0 00000000000000 O o''0000000000000 �Yz ,=Y Y=, ` BEAVERTON,OR97007 O o 0 00000 0 00000000 ~�o~o~o 00000000000 •''i'' fe'i i i�i-iri. SUBGRADE \ / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0® CJ ( , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 ® a ' /' W #2 SOLID(TEST LOOP) ,CO SOLID TINNED COPPER a / CROWN CONDUCTOR TO TOWER/SHELTER z NOTCH SIDES OF 8" PVC SCH 40 PIPE GROUND RING (2 TYP. FOR TO ALLOW EXIT/ENTRANCE OF TWO HOLE LONG BARREL COMPRESSION LUG w / GROUND RING WIRE CI:: CASTLE TWO HOLE LONG BARREL (TYP) BOTTOM GROUND BAR ONLY) o EXOTHERMIC WELD _ COMPRESSION LUG(TYP) W N0TFC BOTF' Ii—I i I-1 i I— —i i—I i 1 I I-1TI- 1505 WESTLAKE SEATTLE,AVENUE 9O0TH,SUITE 800 • 1. DOUBLING UP "OR STACKING"OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 1O "\ TRENCH BOTTOM 2, 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). J / 2/0 TINNED CU EXTERNAL ` 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE =ESL 5/8"0 x 10'-0"LONG COPPER CLAD GROUND ROD 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 6" BELOW FROST LINE. (WHICH EVER IS GREATER)AS PER N.E.C. ARTICLE 250-50(D) SPRINT SI 1'h NUMBER: P003XC047 OANTENNA GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL INSPECTION WELL DETAIL SCALE: NOT TO SCALE CD NOT TO SCALE OSCALE: NOT TO SCALE BU#:879526 TIGARD 8777 SW BURNHAM TIGARD,OR 97223 STAINLESS STEEL BOLT (TYP) EXISTING 100'-0"MONOPOLE STAINLESS STEEL TO TOWER MOUNTED EQUIPMENT FLAT WASHER (TMP) MONOPOLE 2-HOLE CRIMP/ ( ) TO ANTENNA q. COMPRESSION •�1 i I ANTENNA GROUND BAR CONNECTOR LOCATED AT MCL T (BONDED TO TOWER STEEL) -■.■ir GGRROUND rPA STANDARD COAX I I I 2 HOLE LUG (TYP) ` CABLE GROUND KIT I ` - ..._- STAINLESS STEEL (TMP) A /�/ MB FLAT WASHER 6 AWG STRANDED ISSUED FOR WITH GREEN, 600V,, 6"WIDE METALLIC HTEL `1;4 ! d STAINLESS STEEL P W- (TYP) WIRE _ c THWN BELLVILLE WASHER STAINLESS STEEL NUT REV DATE DRWN DESCRIPTION DES./QA INSULATION(OR AS PROVIDED (TMP) (TMP) GRADE \ WARNING/LOCATOR TAPE AT 12"DEPTH A 03/23/18 CM PRELIMINARY LMR WITH GROUND KIT) (TYP) I SINGLE CONNECTOR AT GROUND BARS \ _ �_� B 04/06/18 ZTK PRELIMINARY LMR STAINLESS STEEL BOLT f 0 04/18/18 ZTK MNSTRUCITON DPG o t iti, 1 MECHANICAL CONNECTION Z (TYP) STAINLESS STEEL �. z COAX GROUND BAR WRH .-, Ma FLAT WASHER o s EXOTHERMIC WELD COAX CABLE \ INSULATORS, CONNECTED = w (TYP FOR ALL) DIRECTLY TO THE BOTTOM DRAGON •TOOTH WASHER -__ _ I ! OF MONOPOLE. SEE NOTE 1. (TMP) �...� N_. (L-- —- -- -----------------� STEEL TO BTS EQUIPMENT VIA 2/0 TINNED BARE TRAY OR ICE BRIDGE , 1 i COPPER WIRE 2-HOLE CRIMP/ 1 STAINLESS STEEL A MONOPOLE PIER COMPRESSION GROUND RING �2 COPPER WIRE S ,W I ♦ ,',I�� CONNECTOR ��/ /�/ FLAT WASHER SOLID,TINNED FOR CARRIER AND ICE GROUND WIRE (TYP) BRIDGE GROUND LOOP " May / ,I, 1 SEE NOTE 3 STAINLESS STEEL STAINLESS STEEL NUT 0.GROUND RING 2/0 FOR �A,,,,a ',�:•1_PRO4 GROUND NOTEWIRE 3 \ BELLVILLE WASHER (TYP) TOWER GROUND LOOP - TN ..4:6�s (TMP) 93243PE `" - — 14_...._.4 SINGLE CONNECTOR AT STEEL OBJECTS(TYP) OREGON INSPECTION WELL i EXOTHERMIC WELD 4/1B/201. i',:•'» .T NOTES. STAINLESS STEEL SELF-DRILLING STAINLESS STEEL 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER,ANTENNA METAL SCREW / FLATT)WASHER EXPIRES:06-30-19 LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) GROUND ROD COPPER TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. / CLAD STEEL ROD W/MIN. P/ ��� � � 5/8 0 x 10'-0"LONG 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE TOWERS, COMPRESSION 2-HOLE CRIMP/ 111111.1k...... �__ ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. CONNECTOR 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. DRAGON TOOTH METALLIC OBJECT NOTFS. WASHER 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE (TMP) VERTICAL SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 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) IT ISAVIOLATION AW PR P UNLESS AT ARE ACTOPING LUNDEROANY THE DIRE(71ERSON.ON • TYPICAL ANTENNA CABLE GROUNDING O HARDWARE DETAIL FOR EXTERIOR CONNECTIONS O GROUND ROD DETAIL \ oFALICENSED PROPESSIONALENGINEER TO ALTER THIS DOCUMENT. .. SCALE:SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE SHEET NUMBER: O. . G-1Cb \.. _ f Docoslgn Envelope lD:443C70D5-63154e 7-135808EBF210F8021 M + c. '....;\WIRE SIZE BURNDY LUG BOLT SIZE S'41. #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT printTYPE AS TYPE 2-YA-2 IYPE TYXA PE YA-2 TYPE GY /2 AWG SOLID TINNED YA3C-2TC38 3/87 - 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8;" - 16 NC S 2 BOLT 8305 SW CREEKSIDE PLACE,SUITE C. #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT -AVERTON,OR 97007 / C. fes, Er �� r jy lir : #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT TYPE W TYPE VN TYPE NC TYPE SS TYPE GR BURNDY GROUND LUG W/ HEAT SHRINK CROWN LONG BARREL (CLEAR) (SEE CHART) a.:00 CASTLE ,. NUT GROUNDING • J� -,-.1141 • (TYP) CONDUCTOR 1505 WESTLAKE AVENUE NORTH,SUITE 800 "t ` - ___ LOCK WASHER - �� ,.I,- SEATTLE,WA 98109 I III C `�. ( ) ■e. , ,---- TYPE VS TYPE V@ TYPE PT TYPE GT' MENEM-14411 •• m. NOTE \\ GROUND BAR BOLT 1. ERICO EXOTHERMIC "MOLD TYPES"SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC \A (SEE CHART) MOLDS TO BE USED FOR THIS PROJECT. \\_ (TYP) 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. BURNDYONGBATWOL HOLE LUG W/ RE CADWELD GROUNDING CONNECTIONS (SEE CHART) SPRINT SI1'h NUMBER OTO SCALE: NOT TO SCALE NO-OX BARE WIAT BOTHEENDS P003XC047 STRANDED(GREEN INSULATED)ONLY FOR (J6 AWG BU#:879526 TO ANTENNAS (SEE CHART) im TIGARD ANTENNA CABLE ec o (TYPICALLY) + 12"TO 24" 120 MAX. RX2 ■1� {/ TX1/RX1 WEATHERPROOFING 8777 SW BURNHAM ■ KIT w. �. (TOP) NDTF9: TIGARD,OR 97223 GROUND KIT (TYp) 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, �o■ �• COAX JUMPER (nP.) J `rALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL.ALLEXISTING 10010°MONOPOLE t -1 HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, WEATHERPROOFING KIT(SEE FLAT WASHER AND NUT. NOTE 3) ' ' CONNECTOR #6 AWG MECHANICAL LUG CONNECTION WEATHERPROOFING KIT • CABLE GROUND KIT (TYP. SEE NOTE 2) �i 1:1SCALE: NOT TO SCALE COPPER/GALVANIZED 1 �� Nk� COAX GROUND BAR #6 AWG STRANDED COPPER GROUND WIRE BONDED DIRECTLY TOWER ' (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 #6 AWG MIN. FROM ANTENNA CABLE CONNECTOR ANTENNAPCABLE .�� CABLE GROUND KIT ISSUED FOR: TO BTS EQUIPMENT (TYP.) NOTES' v 11111' 111111111 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND ms DATE DAWN DESCRIPTION 'E 4 WIRE DOWN TO GROUND BAR. 101ES. 0 03/23/18 CWJ PRELIMINARY LMR 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND III 04/06/18 ® PRELIMINARY LMR RECOMMENDED BY CABLE MANUFACTURER. WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE 0 04/18/18Emi CONSTRUCTION DEG 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE BRIDGE, OR ON ANTENNA TOWER ' I , I I , I I I --_-_ BE USED. USED. I� `-_ - CABLE GROUND KIT CONNECTION CAOFC1/ • ar •®SCALE: NOT TO SCALE 1-1 Q O• IH •O •O4 GROUND CABLE CONNECTION William a � �0 10SCALE: NOT TO SCALE O ',TWO HOLE LUG, OR ' ' GROUNDING SHALL BE 3/8-1101"TAMPER w EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR RESISTANT BOLT /`.) ' WITH #2 AWG BARE CONDUCTOR ' IS ELECTRICALLY BONDED TO -✓ METAL TOWER omwa,.e n,. (MP) WIRE TO BUILDING SERVICE �" .,1 PROf INSULATORS GROUND OR GROUND RING CD- ,�: Es3, GINE 47 SEE NOTE ) il1`p N E,P S (nP) 93243PE r OGROUNDWIRE INSTALLATION WALL BRACKET QOREGON ,q (TTP) r 0 0 NOTE: MINIMUM OF S/S NUT SCALE: NOT TO SCALEII ' 0 0 0 3 THREADS TO BE VISIBLE / (np) 4/18/201- i 4 •.1 .T a0 (nP) WIRES:06-30-19 �� 111 0 0 0 S/S SPLIT if 0 0 2 HOLE LONG WASHER 0 BARREL TINNED ) #2 CONDUIT FROM 24"3/4"BELOWQGRADEGTO PIPE 0 UNIVERSAL COPPER SOLID COPPER ® WITHIN 3"TO 6"OF CAD-WELD / /I ' 0 GROUND BAR(4"x20") (TMP' ,.' S/S FLAT 1 WASHER TERMINATION POINT. EXPOSED END OF 1� LOCK WASHER —4.......21NIN-- THE LIQUID TIGHT CONDUIT MUST BE i-415. IIIIII. P/N M10 O. IIIIIMj-,E11111 SEALED WITH SILICONE CAULK. MP) 3v1 3 1 •a.===. 1111l NH TWO-HOLE COMPRESSION LUG TIN COATED SOLID CADWELD COPPER BUS BAR (TOP) MISII NOTES' S/S FLAT _ 1, DOWN LEAD (HOME RUN)CONDUCTORS ARE NQlirWASHER I TO BE INSTALLED ON CROWN CHERRY INSULATOR (AP) II --ON IT IS A VIOLATION OF LAW FOR ANY PERSON, CASTLE TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. INSTALLED IF REQUIRED IIIIII , "-II UNLESS THEY ARE ACTING UNDER THE DIRECTION NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR S/S BOLT TIE INTO EXISTING GROUND RING IIS HIM OF ALICENSED PROFESSIONAL ENGINEER, FASHION, CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. Ilia L(TYP) IIIIII -II TO ALTER THIS DOCUMENT. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL II^IIIIII�IIIIII USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. — — SHEET NUMBER: SIO ©SCAOLE:D NOT TO SCALE OSCALE:ENOT TO SCALE CD SCALE: NOTN TO GSCo LED DETAIL ` G-2 U