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Plans (74) o' p "fit s - , P"fi b< SIGFOX OFFICE COPY r, .j V ` � One network A billion dreams I4 f + 41 One network A billion dreams 6SANDFRASTNCSCO,CCq OAR ET 3 'f 5 SIGFOX SITE NUMBER: 0 ' : 1 CITY OF TIGARD CROWN CASTLE BU #: 874140 1 • ` 9 FOR CODE COMPLIANCE 10185 SW CASCADE AVENUE CROWN SIGFOX SITE NAME: 8647447P- I I SITE ADDRESS: PORTLAND,OR 97223 % CASTLE SITE TYPE• MONOP(LiE .. COUNTY: WASHINGTON1505WESTL.AKEAVENUE NORTH,SUITE 800 • SEATTLE,WA 98109 TOWER HEIGHT: 11 °`- '#' 13"P a0 C' - ° ° )3 3 JURISDICTION: CITY OF TIGARD ddress. sw C t~S C c�.L suite • SIGFOX PHASE 1 I SITE INFORMATION I i' i =v �• INDE ' LOCATION MAP CROWN CASTLE SITE NAME PROGRESS SHEET# SHEET DESCRIPTION er SIGFOX SITE NUMBER: SITE ADDRESS: 10185 SW CASCADE AVENUE OR8607 PORTLAND,OR 97223 T-1 TITLE SHEET Tcxkueek COUNTY: WASHINGTON T-2 GENERAL NOTES Datil C's BU#:874140 MAP/PARCEL#: R0273215 C-1 OVERALL SITE PLAN PROGRESS AREA OF CONSTRUCTION: EXISTING C-2 TOWER ELEVATION&ANTENNA LAYOUT Htlisboro CeeIr I.lr!! LATITUDE: as°26'47.50" C-3 DETAILS ''` 10185 SW CASCADE AVENUE LONGITUDE: -122°47'00.54" :`lest}uvea LAT/LONG TYPE: NAD83 C-4 DETAILS PORTLAND,OR 97223 GROUND ELEVATION: 181 FT. C-5 UTILITY FRAME ELEVATION rAloohd +.°ett S'dn± CURRENT ZONING: MLC C-6 BILL OF MATERIALS Qeave?tton IL3't'9h H"11s 'tuts EXISTING 116r-0rr MONOPOLE e JURISDICTION: CITY OF TIGARD E-1 ONE LINE DIAGRAM 4. :1m:-retsrd OCCUPANCY CLASSIFICATION: U G-1 GROUNDING DETAILS Garden'HOme TYPE OF CONSTRUCTION: IIB G-2 GROUNDING DETAILS . A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR Eurna149"c' 0 Mitwafikte HUMAN HABITATION 17 H tP# ) PROPERTY OWNER: PORTLAND GENERAL ELECTRIC 121 SW SALMON ST 3WTC0406 ATTN:PROPERTY 45.446528,' a I> C3ak wove Str�^n de - ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11X17. armor) )"° SERVICES DEPT 122.783483 PORTLAND,OR 97204 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS L;u:re! 0Lake Oswego C ISSUED FOR: AND CONDITIONS ON THEJOB SITE AND SHALL IMMEDIATELY NOTIFY TOWER OWNER: GOLDENSTATE TOWERS,LLC K.ns1 C,ty L`acka r),a' 22<' � THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE mgaHAIL DRIVE DESCRIPTION lid 2000 CORPORATE DRIVE PROCEEDING WITH THE WORE OR BE RESPONSIBLE_FOR SAME.J F:hi! T`x7Nptur 02/38/18 D1B PRELIMINARY CANONSBURG,PA 15317 DuMvrf MarylhuLst E. En Votso.10 $ Iennrngs Lodge En CARRIER/APPLICANT: o as/I/1a DAB covsTRvcroN \ � CARRI /APPLICANT: SIGFOX PROJECT DESCRIPTION wlkege ju,��,6jiry Ct;^po � � k --_�_ 68 2ND STREET 3RD FLOOR ,J # Gladstc�e SAN FRANCISCO,CA 94105 "„ $$I I tLlti ,-INN-_ CROWN CASTLE THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND - -- APPLICATION ID: 426810 CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS Sherwood Stafford FACILITY. ELECTRIC PROVIDF,R: PORTLAND GENERAL ELECTRIC TOWER SCOPE_OF WORK Rediand (800)542-8818 •REMOVE(6)ABANDONED FEEDLINES NO SCALE •INSTALL VALMONT RING MOUNT W/2-1/2”SCH 40 PIPE TELCO PROVIDER: VERIZON •INSTALL CONNECT-IT-S4 4'-0"STAND OFF ` (800)483-2000 / •INSTALL(I)PROCOM-CXL 900-3LW OMNI ANTENNA W/MOUNTING / CLAMPS S R U C T U R •INSTALL INA W/CAVITY FILTER C APPLICABLE CODES/REFERENCE DOCUMENTS t a i' PROJECT TEAM "•\ •INSTALL(1)1/2"EC4-50 FEE_DLINF_ �w��p pRpF£Ss J ` GROUND SCOPE OF WORK •INSTALL BASE STATION,UPS,PRIMARY CONNECTIVITY MODEM,& ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN REFERENCE DOCUMENTS: , G 1 N E /O CROWN CASTLE CROWN CASTLE BACKUP CONNECTIVITY GSM USB KEY ON NEW UTILITY FRAME ON C1 a F ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODESSTRUCTURAL ANALYSIS: BY B+T GROUP �V A&E FIRM: 2000 CORPORATE DRIVE. (E)CONCRETE PAD AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN DATED FEBUARY 28,2018 $g t$g p CANONSBURG,PA 15317 •USE EXISTING POWER ROUTINGS FOR PROPOSED EQUIPMENT ON THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING CROWNAE.APPROVAL@CROWNCASTLE.COM NEW H-FRAME ON(E)CONCRETE PAD TO THESE CODES: CODE TYPE CODE OREGON Ct 1. (r '7T ARD- BUILDING 2014 OSSC/2012 IBC N CROWN CASTLE 1600 UTICA AVENUE SOUTH S t3 i\1J MECHANICAL 2014 GMSC/ 012 IMC MOUNT ANALYSIS: BY OTHERS (� ��pT ie!y CONTACT'S: ST.LOUIS PARK,MN 55416 RV, G.>f ,t , ; . COMP � ELECTRICAL 2017 OESC/2017 NEC 10, . JULIE BERGER-PROJECT MANAGER A r f`4" 3,r T'''---" O (480)735-6921 J A-'. . ' .. I . 1 :' (�-ea 016ns ,.. { r i' i 4� ; ALAN 00 STEVE HANDY-CONSTRUCTION MANAGER N/A (? r .y ! AI'� EXPIRES: 12-31-19 MIKE GILSON-REAL ESTATE SPECIALIST MIKE shall be On jOb site. Approved Planning 11 GILSON@CROWNCASTLE.COM 13 `' .."` Date: 2 - (209)336-7402 - `"`"'-"' IT Is�1 VIOLATION ING UNDER THE LAW FOR ANY PERSON, `•' '-.•_'-_ ,.'_"� :fl11�•� NOTE: ^. •U o.. �}�,y CALL , UNL)PA LICENTi ICY SED THIS, DIREC170I�' EACH PHILLIPS-PERMITTING A 4 i{ R �/V ENGINEER, C� TO ALTER THIS DOCUMENT. ZACH.PHILLIPS.CONTRACTOR@CROWNCASTLE.COM 1 (503)708-9200 S' DESIGN PACKAGE BASED ON THE APPLICATION PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT (800)332-2344 1'1 SHEET NUMBER VISIO . ��yy ID:426810 THE CROWN NOC AT ( i' �GFOX CONTACT: TIM SCHER 13 - REVISION:2 ;LLC: (800)788-7011&CROWN CONSTRUCTION VP.* CALL 3 WORKING DAYS po6)200.2530 r... } �'VIANAGER BEFORE YOU DIG! �� _ 0 1 I (*SITE'WORK GENERAL NOTES: MASONRY NOTES: ELECTRICAL INSTALLATION NOTES: GREENFIELD GROUNDING NOTES: I --S\ 1. HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT .�,'// ''�..., S I G 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF N. TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, CONSTRUCTION. (F'm) SHALL BE 1500 PSI. CODES/ORDINANCES. RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER One network A billion dream,, 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE 2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. 0270 TYP. "S" 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED MORTAR AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 68 2ND STREET 3RD FLOOR FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN 3. GROUT SHALL MEET A.S.T.M. SPECIFICATION C475 AND HAVE A MINIMUM 28 DAY 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE 2. THE SUBCONTRACTOR SHALL PERFORM IEEE 1100FALAND POT ENTAL SAN FRANCISCO,CA 94105 EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTIUTIES, SUBCONTRACTOR SHALL COMPRESSIVE STRENGTH OF 2000 PSI. REQUIREMENTS OF THE NEC. HILT! EPDXY ANCHORS ARE REQUIRED BY CROWN CASTLE. RESISTANCE TO EARTH TESTING (PER SUBCONTRACTORTE SHAND NI FOR GROUND J TRAININGPROVIDE SAFETY FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE ELECTRODE SYSTEMS, THE SHALL FURNISH AND UNITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING 4. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS INSTALL UPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE R AND EXCAVATION. REQUIRED BY THE NEC. A TEST RESULT OF 5 OHMS OR LESS. f/ ` 5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING • etTAT N;`- • \` 3. ALL SITE WORK TO COMPLY WITH OAS-STD-10068 "INSTALLATION STANDARDS FOR REMOVED UNTIL GROUT IS FULLY CURED. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT CROWN CONSTRUCTION ACTIVITIES ON CROWN CASTLE TOWER SITE"AND LATEST VERSION OF TIA ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO I 1019 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND THE CONDUIT AND PROVIDE TESTING RESULTS. ,A.r� CASTLE SUPPORTING STRUCTURES AND ANTENNAS," Ti CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR 'NA ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH W PROTECTION, 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE P-Y..'>u* 4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY 1505'L\�ESTLAKE AVENUE NORTH,SUITE 800 PROJECT SPECIFICATIONS. BONDING ACROSS THE DISCONTINUITY WITH. #6 AWG COPPER WIRE UL 5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE GENERAL NOTES: 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER APPROVED GROUNDING TYPE CONDUIT CLAMPS. \ SEATTLE,WA 98109 / COLOR SCHEDULE.ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, / REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, CONTRACTOR- _______ 8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. EQUIPMENT. EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR CARRIER- SIGFOX LOCAL UTILITIES. TOWER OWNER- CROWN CASTLE 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER OEM- ORIGINAL EQUIPMENT MANUFACTURER SHARP EDGES. GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR SPECIFICATION FOR SITE SIGNAGE. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL 10.POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE BTS; #2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS. SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET& DRY) OPERATION LISTED 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR EQUIPMENT AND TOWER AREAS. SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND CROWN CASTLE. OOR REGLAFIEL D FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE GSTACKED ROUND BUC ARE O BA KITCONNECTIONS ON OPPOSITE SIDE OF THE SIGFOX SITE NUMBER: 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. APPLICABLE CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND OR8607 10.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE AND APPRLAWFUL ORDERS OF ANY PUBLIC AUTHORITY NOTICES AND COMPLY WITH ALL LAW UT RITYW EGARDINNANCES,THE PERFORMANCE OFOTHE CONDUCTOR (#6 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2 GREEN BARS AND THE GROUND RING SHALL BE #2 AWG SOLID TINNED PRIOR TO FINISHED SURFACE APPLICATION. WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND INSULATION CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) COPPER UNLESS OTHERWISE INDICATED. UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED BU #:874140 11.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY APPLICABLE REGULATIONS. UNLESS OTHERWISE SPECIFIED. 9 OTMINUM BE USED NFORTL COORMPLY PER CONNECTIOSTENS.El CONDUCTOR SHALL THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE,AND 12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE PROGRESS STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. 10.USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V. OIL RESISTANT SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 12.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. ONLY. THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET AND i� �7i- EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED 11.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING 10185 SW CASCADE A V AVENUE CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, UNLESS OTHERWISE SPECIFIED. CONNECTIONS BELOW GRADE. PORTLAND,OR 97223 APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED 13.NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO ON THE DRAWINGS. 13.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION 12.ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE SHALL BE FORMED USING HIGH PRESS CRIMPS. 6. "KITTING LIST"SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPUED NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75' C (90' C IF X 1 II 14.ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL AVAILABLE). EXISTING 116-O MONOPOLE 13.COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE BE SUPPUED BY THE SUBCONTRACTOR. EXOTHERMIC WELD CONNECTIONS. RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE 14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN WORK CONTAINED HEREIN AND SHALL MEET ANSI/TLA 1019 (LATEST EDITION), OSHA, AND 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 14.ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-1019 MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 15.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC CLASS TA CONSTRUCTION. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL 15.APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND THE CONTRACTOR AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF CONNECTIONS. INSTALLATION.l< 16.ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Ti CABLES, NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED 16.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. INDOOR LOCATIONS. CORROSION RESISTANT MATERIAL. STRUCTURAL STEEL NOTES: 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, 17.SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, ISSUED FOR: 17. LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT ELBOWS/90s AND ALL APPROVED ABOVE GRADE PJC CONDUIT. FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC,SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. MI DATEEgo DESCRIPTION cmgm 18.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITS FLEX) SHALL BE USED 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 18.BONG ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES ® oz/2s/te DAB PRELIMINARYSPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH WITH 1-N2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. MN AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS 0 04/17/18 DAB CONSTRUCTION MI REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 19.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND . _ _ 2. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 19.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD 20.CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS -_-_ 3. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A307 BE REMOVED FROM SITE ON A DAILY BASIS. ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. METALLIC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGHIII BOLTS UNLESS NOTED OTHERWISE. WADS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT __-- TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC 21.WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE 4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER TO SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED MANUFACTURER'S RECOMMENDED PROCEDURE.THE ANCHOR BOLT, DOWEL OR ROD NEMA 1 (OR BETTER). USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NONMETALLIC CONDUIT SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE SHOWN ON THE DRAWINGS. NO DEBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR 22.CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED BONDED TO EACH END OF THE METAL CONDUIT. APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY ABBREVIATIONS AND SYMBOLS: STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE 20.ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN MUST BE #2 TINNED SOLID IN 3/4"LIQUID TIGHT CONDUIT FROM 24" MAXIMUM ALLOWABLE LOADS. CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. ABBREVIATIONS' SYMBOLS: CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION POINT. OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED AGL ABOVE GRADE LEVEL } SOLID GROUND BUS BAR PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL t 4 j U R q BTS BASE TRANSCEIVER STATION SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE AS WELL). - �� �� (E) EXISTING -T,-. SOLID NEUTRAL BUS BAR TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR �p of MIN. MINIMUM DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY REF REFERENCE -i SUPPLEMENTAL GROUND CONDUCTOR GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON � •- CONCRETE AND REINFORCING STEEL NOTES: RF RADIO FREQUENCY LOCKNUT ON OUTSIDE AND INSIDE. J `"�G I N E�. •�QA- T.B.D. TO BE DETERMINED 2-POLE THERMAL-MAGNETIC CIRCUIT v 'Y T.B.R. TO BE RESOLVED BREAKER 23.EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE NEC INSULATOR COLOR CODE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACL 318,ACI TYP TYPICAL GALVANIZED OR EPDXY-COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND 4 6918 5 P Er. 336,ASTM A184,ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION REQ REQUIRED e�1, SINGLE-POLE THERMAL-MAGNETIC RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. FOR CAST-IN-PLACE CONCRETE. EGR EQUIPMENT GROUND RING CIRCUIT BREAKER DESCRIPTION PHASE/CODE LETTER WIRE COLOR AWG AMERICAN WIRE GAUGE 24.METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY-COATED 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT MGB MASTER GROUND BAR 9 CHEMICAL GROUND ROD OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED LEG 1 BLACK OREGON 28 DAYS, UNLESS NOTED OTHERWISE. SLAB FOUNDATION DESIGN ASSUMING EG EQUIPMENT GROUND NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 240/120 10 A L, ® TEST WELL LEG 2 RED 0 f 'Z^'' ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. BCW BARE COPPER WIRE AC NEUTRAL N WHITE '•14);b1. V SLID SMART INTEGRATED ACCESS DEVICE 25.NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA � 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED GEN GENERATOR CD' DISCONNECT SWITCH OS 2;AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR GROUND (EGG) G GREEN 10$ 'SP UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM IGS INTERIOR GROUND RING (HALO) BETTER) OUTDOORS. BRED-POLARITY MARK q LAN WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS RBS RADIO BASE STATION "B"AND ALL HOOKS SHALL BE STANDARD, UNO. ❑ METER 26.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE VDC POS + AT TERMINATION 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING • EXOTHERMIC WELD (CADWELD) CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. "BLACK-POLARITY - STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: (UNLESS OTHERWISE NOTED) VDC NEC - MARK AT EXPIRES: 12-31-19 27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES TERMINATION AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND CONCRETE CAST AGAINST EARTH 3 IN. • MECHANICAL CONNECTION STANDARDS TO SAFEGUARD LIFE AND PROPERTY. PHASE A BLACK CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. GROUNDING WIRE 28.INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "SIGFOX". 240V OR 208V, 30 PHASE B RED(ORG. IF HI LEG) IT IS:1 VIOLATION OF LAW FOR ANY PERSON, #5 AND SMALLER &VW' 1 1/2 IN. ( UNLESS TI tEY ARE ACTING UNDER THE DIRECTION CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE 29.ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD PHASE C BLUE OF A LICENSED PROFESSIONAL ENGINEER, GROUND: INSTALLED. PHASE A BROWN TO ALTER THIS DOCUMENT, SLAB AND WALLS 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 480V, 30 PHASE B ORANGE PHASE C YELLOW SHEET NUMBER: VISIO . 5. A CHAMFER 3/4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, • SEE NEC 210.5(C)(1) AND (2)UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. \.... T-2CO J „ ,..- , /,-- -s..), % SIGFOX One network A billion dreams 68 2ND STREET 3RD FLOOR SAN FRANCISCO,CA 94105 i c aCROWN 25. CASTLE 1503 WESTLAKE AVENUE NORTH,SUITE 800 SEA 1 tLE,WA 98109 X X X X (E) UTILITY FRAME WITH METER AND PPC K I■D x SIGFOX SITE NUMBER: x OR8607 + +3 x + J (EEQU EQUIPMENT PAD” BU#:874140 + PROGRESS + +3 x (E) H-FRAME + + r" (E) 3'-0'X3'-0' - - ✓ EQUIPMENT PAp 10185 SW CASCADE AVENUE (E) 4'-O X8'-o' + + PORTLAND,OR 97223 EQUIPMENT - - PLATFORM + + • + EXISTING 116'-0"MONOPOLE BMW P COIBIECIM1Y GSM t KEY ON NEW + + x =re FRNIK + + + (E) 116LE PROPOSED SIGFOX + + MONOPOLE 3'-OSr3'-O'AREA-� + +� (E) 3'-0'X3'-C" --..._, +-A EQUIPMENT PAD I �r PROPOSED 100A LOAD x � x COTTER MOUNTED ---"' ilk ( ICE$RIDGE + + + ISSUED FOR: PROPOSE)SIGFOX FEEOUNE + + (1) 1/2'EC4-SO F—�+ + + +++ + + x DATE DR WN DESCRIPTION mu PROPOSED COAX WEDGE FOR" + + + + + + + + + x ® 02/28/t8 DAB PRELIMINARY igni ® 04/77/18 DAB CONSTRUCTION - + + ----11 _-_ (E) 4'-0'X11'-B' own=TOS NEI 1/r,EQUIPMENT PAD INH+ + A 20'-0"X25'-0" + + St REVS® LEASE AREA x + x + + II' (E)EQUIPMENT PAD EQUPMENT PAD IN + +A 20'LEASE AREA , ■, x LEASE AREA x + + +++ (E) UTILITY FRAME 5 s((U C T v R,4 l op `-�GINte x (E) GENERATOR """"'I x (V v 'Y" DNA 4'-0'X8 Q 69185PE CONCRETE PAD (E)FENCE X X X X 13 OREGON �c �yq.1�pT 10 �o � ��Al.ANi4 EXPIRES: 12-31-19 1'P IS A LAW OP LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: VISIO . (‘) OVERALL SITE PLAN O1 SCALE: 147.:1,::g:(YULE rE) C — i 4'-0"MIN FROM AU.EXISTING EQUIPMENT �- Q� STRUCTURE W/APPURTENANCE (INCLUDES TOWER, ANTENNAS,AND PIPE MOUNTS) '7/.7"; ' FOX One network A billion dreams HEIGHT OF STRUCTURE I i L 68 2ND STREET 3RD FLOOR ELLV. - 116'-0" '' -�PROPOSED OMNI ANTENNA c ` SAN FRANCISCO,CA 94105 J EXISTING MCL \` ELEV. s 114'-O" ' 1 EXISTING MCL (E) 116'-0" MONOPOLE f ,gym ELEV. - 110'-0" ✓ - 4' CROWN PROPOSED ANTENNACASTLE MOUNTING BRACKET (PROVIDED W/ANTENNA)- l c 1505 WESTLAKE AVENUE NORTH,SUITE 800 I ` SEATTLE,WA 98109 / f ,. 8 EXISTING MCL k T t A ELEV. - 97'-0" i Ii7 e I i I EXISTING MCL SIGFOX SITE NUMBER: ELEV. = es'-D• OR8607 --PIi0POSED S GFOX FEFDIJ E 1) 1/r EC4-60 BU#:874140 i Rou1ED PER srRllcruRAl AHALYlI� _ PROGRESS —--____.71 -_ ,e EXISTING MCL h PROPOSED 4'-0"STANDOFF ARM ELEV. = 75'-0" 'r --��---1--- CONNECT-IT WIRELESS - S4 10185 SW CASCADE AVENUE — NOTE: — — DIMENSIONS LISTED ARE PORTLAND,OR 97223 TO THE NEAREST FOOT. EXISTING 116'-0"MONOPOLE 3EXISTING MCL h ELEV. = 65'-0" 9' CDTYPICALMOUNTING DETAIL SCALE: NOT TO SCALE N PROPOSED SIGFOX OMM TIP Ai J ELEV.-51'-0• ISSUED FOR -,PROPOSED SIGFOX Orae ANTENNA ELEV ..50'-0' to Q DATE DAWN DESCRIPTION e ACROSS FLATS�1'-1I') PROPOSED SXLFOX MCL 0 02/28/18 DAB PRELIMINARY m V ELEV. ••47•-0• ELEV. -4Y-0' 0 04/7/18 DAB CONSTRUCTIONEa - INE _____—_ —_—IF / \ INSTALLER NOTE: (E) 116'-0•MONOPOLE //—�� DIRECT TOWER MOUNTED EQUIPMENT MUST ii" VALMONT-PROPOSED UCHIIMICHT RRIC NOUf/T NOT TRAP OR INTERFERE W/CUMBING 1 3CTURPEGS/STEPS AND SAFETY CLIMB. J \\ Sj1�p PR1�f'/CA'/� ` PROPOSED LNA k CAVITY RUER .`�� FS[, ON 4 N/0"STm PLATE ��5 `G 1 N L•� ttJJ/Oy(E) 116'-0" MONOPOLE , ` l� G A PROF AE X FEmUNE ./441 ' ' 6918 5 P E (ROWED PER STRUCTURAL ANALYSIS) (E) C PE - PROPOSED 4'-0 CONNECT-IT W• STANDOFF ARM 4 UMBING WIRELESS - OREGON C1 Jap Op PROPOSED 2-1/2'BCH 40 X 35.LEL PPE �• PROMO/ - 900-312,W/SAFETY CUMB y-9,'CI r 10, ° �t, ALAN 9 e .."'....`'' 1 [ALPHA) EXPIRES: 12-31-19 .i..f- 1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, r------1 r_ - - TO ALTER THIS DOCUMENT. SHEET NUMBER: : 'VISIO FINAL ANTENNA LAYOUT O /©� C — +rG) O ,) FINAL ELEVATION CD, NOT TO SCALE (\01\ SCALE: NOT TO SCALE „ .... . „ ftea . ... /es siGFox Product SpPG1Ciw s `•�` T. J Mater0 .ur..I it.'(0(1..,FTT / One network A billion dreams stand4e _ 68 2ND STREET 3RD FLOOR MuCorlcras tervWe 1.Ur \ SAN FRANCISCO,CA 94105 Mar Gmb)n.d toad Welalq .i+3n / Mar Cornt+Mrtd load Coro OLa} AOM Mm CMnraned LodAm al NO MPH t fb SrPa.(Fara,(P IT I IP'15:I �I Mm Cemberd load 4r.a i 154 MPH 8Tt Sen rt nnr.i iP.0 a010SMr71 Mp RopttdAa. biyNN >$Rw P+CAta(CP4n were mYPp(ep.d 4a«rtlh w« IS*i art rnrPes ltPaN) n� /NNN10-1/2”TO 2B' le- Mart CROWN were ads. POLE DIAMETER \ t h / I h -MOUNTING PIPE eill846°i*-- .. CASTLE — 18-9/16" (NOT INCLUDED) INSTALLER NOTE: 1505 WESTLAKE AVENUE NORTH,SUITE 800 VALMONT P/N: LP-6 TO BE ` SEATTLE,WA 98109 USED FOR MONOPOLES WITH DIAMETERS 6-5/6"TO 10-1/2' 7--.. 7.— ' ._ SIGFOX SITE NUMBER: = OR8607 BU#:874140 PROGRESS 10185 SW CASCADE AVENUE OCONNECT—IT WIRELESS STANDOFF ARM VALMONT — UGLM—DCP NOT USED PORTLAND,OR 97223 SCALE: NOT TO SCALE .)SCALE: NOT TO SCALE OSCALE: NOT TO SCALE EXISTING 116'-0"MONOPOLE '10 1** SIG FOX , , �� One network A billion dreams 'SIGFOX SBS T 9' SIGFOX SBS-7=962 series arc ultra wide range,high linearity .g transceivers and feature first class pertixmanee radio and " rinnovative software defined processing.ibr use in Ultra!arrow ISSUED FOR ,, ' Band Machine-To-Machine'Airless communication systems. DATE DR DESCRIPTION MC sits-T•902 variant is targeting SUM applications compliant ® 02/ze/Ie DOS PRELIMINARY with ICC regulations It operates in the band 902.928 MHz.17 ® oa/n/Ie Dora CONSTRUCTION 4 NEE SIGFOXTAYilete nt ii I,it mitisriesktominunhchassis. .—_ suitable for wall mount,rack Inoum or desktop installations. _ \ MI/ ABOUT SIGFOX TECIINOLOG'K SIGFOX is the Rest and only operator of a cellular network hilly dedicated to low-throughput communication for connected objects.With an extremely cost effective and very low energy consuming out-o(the-buss PROPOSED OMNI ANTENNA connectivity offer.SIGFOX brings a rev oltitian to the world of Inlemet.of -Things and M2M.The network.which already connects tens of S((l V C 1 U lQ+ thousands of objects.is bring rolled out worldwide. �C 0 PRof,£�.S �v� `t/G1Nf£ V�,lx ?...V.01 ,ft „Ox P",,,r� a,,nf rro r Cor MjM .., // v� /p "/� oPe+mwx x.mx rr MI l to Um 1 atMn And i .ontoOtor .. «aa C l,i a ,....-44 � 69185 P E l n.M�de Aerr.rom _-_ 1. iva.SemNp4r_-..._..,_.—.....4!Y I aobm a+P,,,Ime.. + .._ ._..-,..__._,......-.__...._,�.-_. .._.._...m....,- MnaIf,rdn+rir.P wn.p.edr an.l+.atrtrtladn$0010,001 lram•+rnrow. M.i•M,m 1!.,•••..z._••‘4.,,,, 4.4 oww 00,aerx �aa,e ,amt 001.0.0 _, Pd'aa" ... p �+ SPECIFICATIONS Gem art. ^!"sPre rattan "i ,N 1„•_t OREGON Q. Rs+*MlYr fasts HC1 Goon/ '"tear y.......-..-_�..-..-.. _._.._.. ___. ..._-...,..,_ MODEL CXL 900-3LW Amai"„t „ , r.0+aaeraaaa_..�"'O= Y•tl err RADIATION OMNIDIRECTIONAL 1111000a �� I.lnll494wTlaaorl ----_ _ �'5' AT 10,1O Otf.� S10 ,t ps00.4a 0010 xrw tw tow..rw.n.m.twvewP.l- D q��� 8 FREQUENCY 824-960 MHz PROPOSED ANTENNA MraMpwwtlotrorl a14ti.;. 00101t0010.ICppr arra or vaar.Kol TOTAL HEIGHT 27.5' MOUNTING BRACKET (PROVIDED W/ANTENNA) rano.Coasurt010.1 aaw rara4>Ow or'r+i4"aeowit r.dP! _. DIA.AT TOP 0.47' 44.04,swot, IOM1Tran5 aoM0600 Nininc Am.. -" DIA. AT END 0.63" PROPOSED SCH 40 ^educt +.a•..0aatawn(r.M,..0,,dror01,1 EXPIRES: 12-31-19 WEIGHT 1.5 LBS 1-1/2"0 x 1•-4"PIPE `-I-P0 -.S.ft4,41-1 , . ----- - -----,.--- 1000 wo=rrOp "r'lre' laPw --- IT IS A VIOLATION OP LAW FOR ANY PERSON, 1btWtreVe. 9 CTION '9,..1.-rAvh wGt.�nt II — UNLESS LICENSEDHEY NE PROFESSIONALACTINE UNDER ENGINHE EER, CaningMnew1 4henrret `- OF A ENGINEER, TO ALTER THIS DOCUMENT. FC KV ., IST9Or ®PROCOM — CXL 900-3LW SIGFOX — SBS—T-902 NOT USED SHEET NUMBER: VISIO SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE ©SCALE: NOT TO SCALE C_3 0 1` ` / ir �2 \1 S1( 1 )( PROPOSED OMNI ANTENNA rv7: One network A billion dreams 68 2ND STREET 3RD FLOOR SAN FRANCISCO,CA 94105 .01 c PROPOSED CAVITY FILTER F 21.38" 1 / PROPOSED LNA \ lAm IIII CIT141_ CAST CASTLE 21.38" II PROPOSED 1/2'0 COAX 10.43' CABLE (EC4-50) IMSIGFOX 18.19" 11 505 WESTLAKE AVENUE.NORTH,SUITE 800 PROPOSED CABINST Ns.. ` SEATTLE,WA 98109 .._ IMMI 1 ... Z EQUIPMENT CABINE t M n PROPOSED JUMPER CABLES O° (LMR-400) O° r-: N ' N N O 0 SIGFOX SITE NUMBER: OR8607 u_,_______bill u u u BU#:874140 PROGRESS OEQUIPMENT CABINET DETAIL NOT USED DIAGRAM 10185 SW CASCADE AVENUE SCALE: NOT TO SCALE OSCALE: NOT TO SCALE ®EQUIPMENT SCALE: NOT TO SCALE PORTLAND,OR 97223 EXISTING 116'-0"MONOPOLE i<>. 40:11 1-5/8"PROPSTREDT _ 10'-0" MP) __ 1111.1.110 MAX PROPOSED GALV. STEEL PIPE ISSUED FOR: —� - - POST WITH STEEL CAP _ —/PROPOSED 3"0 � --�— j".....- � 1211 D DESCRIPTION � 4 0 ' I ® /za/1a DWN PPRE; WARY mai PIPE CLAMP _- 11011 RE: 5/C-4 , JII PROPOSED 1/2"STAINLESS- ® 04/n/18 DAs CONSTRUCTION STEEL HOSE CLAMP -__ I=--_ _ PROPOSEDIA 0GLIPE-,� ,—_—_ SCH 40 GAL. PIPE W/GALV.STEEL CAP (WHERE APPLICABLE) PROPOSED r GALV. STEEL PIPE PROPOSED TRAPBOX ���_!, /. _�—�. STANDOFF KIT \�1,����'■ I POST WITH BASE PLATE WHERE (VALMONT P/N:157-K �� APPLICABLE (VALMONT P/N: OR APPROVED EQUAL) el '= SP126 OR APPROVED EQUAL) Ca KO PROPOSED STACKABLE J SNAP-IN HANGER (VALMONT P/N: 12SS-A S.‘a U C T U R 4 OR APPROVED EQUAL) CONTRACTOR TO CAP <5(�,p PROFS 3.000 PSI CONCRETE END OF UNISTRUT nn (WHERE APPLICABLE) PROPOSED 1/2"A COAX (EYP) � V� ��� (E)CONCRETE PAD-\ CABLE(EC4-50) wc' C'* N�F� o - 69185PE e. Armor (UISTAI I FR NOTE: \ oi, (4) 5/8"DIAMETER SIMPSON '� OREGON cr r', STRONG-BOLT NO-2 WEDGE STEEL `COAX HANGERS TO BE SPACED 18.O.C. MAX HORS q fFpr 1!" ' 01 WITH MINIMUM 3-1/2W NOMINAL q 10, ( EMBEDMENT(ICC ESR-3037) Pp A�A4 1 °i EXPIRES: 12-31-19 ,.-6. 1T ISA VIOLATION OP LEE FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ®COAX BRIDGE DETAIL O CABLE TRAPEZE DETAIL NOT USED TO ALTER THIS DOCUMENT. SCALE: NOT TO SCALE SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE SHEET NUMBER: /IZEVISIO . C-4 1� 0 r �� 7,,,y,://,.? SIGFOX One network A billion dreams 68 2ND STREET 3RD FLOOR SAN FRANCISCO,CA 94105 11..ALL EXPOSED ELECTRICAL CONDUIT MUST BE .// GALVANIZED STEEL RIGID CONDUIT. 2.THREADLESS CONNECTORS ARE NOT ALLOWED. 3. EMT CONDUIT CAN ONLY BE USED INSIDE. 4. USE ONLY COMPRESSION TYPE FITTINGS ON EMTCROW N� CONDUIT. 5. USE ONLY STRANDED CONDUCTORS FOR ALL ELECTRICAL WIRING. (EXCEPT TELCO AND CASTLE THERMOSTAT) 6. USE SCHEDULE 80 CONDUIT UNDER DRIVEWAYS AND/OR ANY VEHICLE CROSSING AREA ,1505 WESTLAKE AVENUE NORTH,SUITE \\ SEATTLE,WA 98109 3'-0" 2_6• SIGFOX SITE NUMBER: OR8607 BU#:874140 ■ PROGRESS PROPOSED %CFO% ICE BRIDGE i iss®i rssiI Issmi�ri 10185 SW CASCADE AVENUE PORTLAND,OR 97223 PROPOSED SIGFOX . N ICE BRIDGE o M EXISTING 116'-0"MONOPOLE p • • U • • If I m �I \ PROPOSED 3'GALV. STEEL- - PIPE POST VALMONT P/N: \ PROPOSED SIGFOX OUTDOOR PROPOSED CENT100AER '! ■I SP126 OR APPROVED \ CABINET W/BASE STATION, LOAD CENTER ' EQUAL W/INCLUDED O' - UPS, PRIMARY CONNECTNITY o HARDWARE&GALV. STEEL a. Bm MODEM, & BACKUP 1® ®I CAP (1w) CONNECTIVITY CONNECTIVITY CSM USB KEY 11111PROPOSED SK;FOX GU-84355 GALV. PROPOSED POWER CONDUIT OUTDOOR CABINET U-BOLT ASSEMBLY 0 FROM PROPOSED 100A LOAD (FRONT SIDE) /�UPROPOSED CENTER TO EXISITNG METER ' ISSUED FOR / PNISTRU- I HG ' AND BREAKER NISTRUT CHANNEL izi DATE DRWN DESCRIPTION ME ff� • 01 I U • • II (TIP) IIIIIIMMIIIIIIIIIIIIIIiiMI ® 02/28/18 DAB PRELIMINARY EMI RUBBER END CAPS ON-- J ' j I ® 04/17/18 DAB CONSTRUCTION En ALL UNISTRUT ENDS 1 I I M � � PROPOSED GROUND BAR II ♦ • Hyl • • II Itimilitommoim= _�! ,I I BOTTOM OF BASE PLATE (4) 5/8"DIAMETER SIMPSON STRONG-TIE STAINLESS STEEL TRANSITIONING GROUND I STRONG-BOLT 2 WEDGE ANCHORS WITH MINIMUM 3-I/2" RE: 8/G-2 I i &EAALEH OR BOA TO BE NOMINAL EMBEDMENT(ICC ESR-3037) 7 (E)CONCRETE PAD—\\—\\y I I SIUCONIZED ACRYLIC (E) CONCRETE PAD ) I I ADHESIVE SEALANT. 1 I I I I 1 I I ��<,*Y{,,-,\>',, . i'�tip,/,/\�\�y�� ,2\-K,,y�Jh �%c:0 PROFES 6'WIDE METAL.UC HTEL—f I <�i/4/.�;.\\,r�1/\/,. 1l\`�°` .../�`°�''','�//`',/j�;t., i'�' j WARNING/LOCATOR TAPE I ,�,/,`//�/ ',\ }"'``fis `I/X, //�\✓��1`✓'j�/i/)�/�i!'�`' �, '��'��/'i�ij;%�/'��f�t%\/'�'i/�� '+/ AT 12'DEPTH �/�2\v, ,/�'i..,\\`�\ / �, /;J ,/,‘, /,',,,,,,/,‘,,,„/\./\\,/,,N,\,/,, ,,/ / // Z �G N t�t' 0 TIE INTO EXISTING ,,,,,,,,<\„,,<, <�/ \'>./�' J * TOWER GROUND RING 69 1"85PE OREGON N. w 0yq JF ' iO,1 (4), OUTILITY FRAME ELEVATION (FRONT) O UTILITY FRAME ELEVATION (BACK) �� A LAN 00 Q SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE EXPIRES: 12-31-19 1T ISA VIOLATION OF 05W FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: VISIO . C-5CO ‘.... Ns._ J ' ANTENNA AND FEEDER / �� COMPONENT DESCRIPTION INDEX SUPPUER QUANTITY OX r„.,,,-, One SIG tdreams OMNIDIRECTIONAL ANTENNA BASE STATION ANTENNA — SIGFOX 168 2ND STREET 3RD FLOOR (2.1 M HIGH MAX) COMPONENT DESCRIPTION INDEX SUPPUER QUANTITY ` SAN FRANCISCO,CA 94105 RING MOUNT (VALMONT UGLM—DCP) TAP TAP-868 V2 — SIGFOX 1 ___// \/ ANTENNA MOUNTING SUPPORT STANDOFF ARM (CONNECT—IT S4) — CROWN 1 2-1/2" SCH 40 x 36" LG. PIPE CASTLE CROWN LOW NOISE AMPUF1ER SIGFOX PREAMP 868 — SIGFOX 1 CASTLE CROWN INTERNET CONNECTION LNA V2 MOUNTING PLATE 4"x10" STEEL PLATE — 1505 WESTLAKE AVENUE NORTH,SUITE 800 1 ` SEATTLE,WA 98109 / CASTLE 1/2" COAXIAL CABLE (< 262'-0") CROWN 2 1 (COMPONENT DESCRIPTION INDEX SUPPLIER QUANTITY 7/8" COAXIAL CABLE (> 262'-0") CASTLE JUMPER CABLE LMR400 : MODEM ADSL MODEM + POWER CABLE — SIGFOX TO BE CROWN CONFIRMED ANT<—>LNA (L=1.5M MAX) 1 1 CASTLE CONNECTOR NMALE/NFEMALE FEEDER CABLE JUMPER CABLE LMR400 ETHERNET CABLE RJ45 7M 3 SIGFOX 1 LNA<—>FEEDER (L=1.5M MAX) 7 CROWN 1 CONNECTOR NMALE/NFEMALE CASTLE 3G KEY SIGFOX APPROVED MODEL : — SIGFOX 1 SIGFOX SITE NUMBER: HUAWEI E352/K3806 OR8607 JUMPER CABLE LMR400 CROWN FEEDER<—>TAP (L=1.5M MAX) 8 CASTLE 1 OR 2 STANDARD M2M SIM CARD WITHOUT CONNECTOR NMALE/NFEMALE USB 3G KEY PIN CODE NEITHER PASSWORD — SIGFOX 1 BU #:874140 COAX BRIDGE USE EXISTING ICE BRIDGE — CROWN TBD PROGRESS CASTLE USB CABLE — 50CM 5 SIGFOX 1 / CROWN 10185 SW CASCADE AVENUE CONNECTOR NMALE FEEDER CONNECTOR — CASTLE 2 PORTLAND,OR 97223 ELECTRICAL SURGE SUPPRESSOR TELEGARTNER 90V J01028A0034 — SIGFOX 1 EXISTING 116'-0"MONOPOLE COMPONENT DESCRIPTION INDEX SUPPUER QUANTITY GROUNDING KIT FOR FEEDER CLICK—ON COAX GROUNDING KIT — CROWN 1 100A, 12 SPACE LOAD CENTER SQUARE D PART No. Q0112M100RB — CROWN 1 (SABRE INDUSTRIES C20-114-001) CASTLECASTLE VALMONT BCU12X FOR 1/2" COAX — CROWN 100A, 2—POLE MAIN BREAKER SQUARE D QOM100VH _ CROWN t BARREL CUSHION VALMONT BCU78X FOR 7/8" COAX CASTLE TBDP/N CASTLE ISSUED FOR: VALMONT BUG12 FOR 1/2" COAX CROWN 20A, 1—POLE BREAKER SQUARE D P/N 00120 — CROCASTLE N 1 MI DATE DAWN DESCRIPTION cars BUTTERFLY HANGER — TBD VALMONT BUG78 FOR 7/8" COAX CASTLE ® 02/28/Ia Das PRELIMINARY ma TYPE THHW, THWN, THWN-2, XHHW, CROWN 0 04/7/18 DAB CONSTRUCTION _ BANDING VALMONT BA204 — CROWN TBO #12 STRANDED COPPER WIRE XHHW-2, THW, THW-2, RHW, OR — CASTLE TBD --_-- CASTLE RHW-2 ----_ TYPE THHW, THWN, THWN-2, XHHW, N—IIIIIIII-- BANDING BUCKLES VALMONT BU254-25 — CROWN TBD #2 STRANDED COPPER WIRE XHHW-2, THW, THW-2, RHW, OR — CROWN CASTLE RHW-2 TYPE THHW, THWN, THWN-2, XHHW, CROWN CROWN #8 STRANDED COPPER WIRE XHHW-2, THW, THW-2, RHW, OR — CASTLE TBD STANDOFF VALMONT LST — CASTLE TBD / RHW-2 3/4" CONDUIT AND FITTINGS EMT TYPE CONDUIT — CROWN TBD CASTLE POWER SUPPLY �R�Q FROp COMPONENT DESCRIPTION INDEX SUPPLIER QUANTITY 1-1/4" CONDUIT AND FITTINGS PVC TYPE CONDUIT — CROWN TBD �! POWER CABLE CASTLE wc.. ��G I N£FSA to, ,e, BASE STATION POWER CABLE (PLUG TO FEM) 11-1 SIGFOX 1 — CROWN 69185PE r TO TAP #2 SOLID COPPER WIRE BARE COPPER CASTLE TBD UTILITY FRAME COMPONENT DESCRIPTION INDEX SUPPLIER QUANTITY #4 SOLID COPPER WIRE BARE COPPER CASTCROLE TN BD J'�Pr 10 1-~�� UNISTRUTS 3'-0" LONG UNISTRUTS W/ RUBBER — CROWN 3 GROUND ROD WITH CLAMP 5/8" X8'—O" COPPER CLAD _ CROWN , 9�©ALAN ��� END CAPS ON ALL UNISTRUT ENDS CASTLE CASTLE EXPIRES: 12-31-19 U—BOLTS GU-84355 GALV. U—BOLT ASSEMBLY CARSOWN T 6 GROUND BAR KIT VALMONT P/N TINMG212U—K — CROWNC1 CASTLE IT IS I,VIOLATION OF IAWFOR ANY PERSON, 3'40 SCH 40 PIPE 10'-0" ABOVE GALV. PIPE W/ GALV. STEEL CAP CROWN UNLESS THEY ARE ACTING UNDER TIIEDIRECTION 2 OCA LICENSED PROFESSIONAL ENGINEER, GRADE (MT) — CASTLE / TO ALTER THIS DOCUMENT. BILL OF MATERIALS SHEET NUMBER: ISION OSCALE: NOT TO SCALE C-6 Co \.... •..._ J ��„f sIGF x ,/, . One network A billion dreams 68 2ND STREET 3RD FLOOR SAN FRANCISCO,CA 94105 7--CfCROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 ` SEATTLE,WA 98109 NOTES SIGFOX SITE NUMBER: 1. ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE COPPER.ALL CONDUCTORS SHALL BE THHW, THWN, EXISTING UTILITY COMPANY TRANSFORMER OR8607 THWN-2, XHHW, XHHW-2,THW,THW-2, RHW, OR RHW-2 UNLESS NOTED OTHERWISE. 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN kl BU#:874140 ON THE ELECTRICAL ONE–UNE DIAGRAM AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. EXISTING WIRE AND CONDUIT PROGRESS 3. ALL GROUNDING AND BONDING PER THE NEC. 0 10185 SW CASCADE AVENUE PORTLAND,OR 97223 ` © 1 EXMTING COMBINATION METER/DISCONNECL EXISTING 116'-0”MONOPOLE I I i I – L _ _ J (3) #2 WITH #8 GROUND IN EXISTING CONDUIT(MINIMUM 1-1/4') ISSUED FOR: 11 galDATE DRWN DESCRIPTION on ® 02/28/18 DAB PRELIMINARY Ens 0 04/17/18 DAB CONSTRUCTION WM ( / . _ _ - / N_--_ 8 PROPOSED 100A, 120/240V, 163W, NEMA 3R, 12–SPACE -_-_ LOAD CENTER (SQUARE D No. Q0112M100RB ENCLOSURE WITH QOM100VH MAIN BREAKER) AT SIGFOX H–FRAME 20/1 04 CU (GROUNDING (2) #12 WITH #12 GROUND IN 3/4'CONDUIT �S R U C T UR A• ELECTRODECONDUCTOR) NEC 0 250.32(B)(1) OF THE NEC y ) PROr I4,i, Lv �NINre GROUNDING ELECTRODE SHALL BE--7f--7.- (1) 5/8"0 X 10' LONG GROUND ROD '`� 69185PE r PROPOSED .. OREGON fir SIGFOX CABINET Cti f T JO+^°Q~cam w gFp �� A LAN 00 EXPIRES: 12-31-19 IT ISA VIOLATION OF LAW FOR ANY PERSON, ®SCALE: ONE LINE DIAGRAM UNLESS THEY ARE ACTING SIONA THE DIRECTIONNOFA LICENSED PROFESSIONAL ENGINEER, NOT TO SCALE TO ALTER THIS DOCU IE T. SHEET NUMBER: VISIO . E- 1CO i •••:\N\8"PVC PLUG TO ANTENNA COAX TO ANTENNA COAX e"PVC PLUG CPLG. (THRD.) 'f � T/FlNISH GRADE \ r,!�s SIGFOX COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR ' One networkA billion dreeamss ;7. +.��..' '�� � 68 2ND STREET 3RD FLOOR 0 0 0000000000000 �t�Y 00 ` SAN FRANCISCO,CA 94105 0 0 0 0 0000000000000 �Y7T-Y:-Y:.-Y: Y \\ 0 0 0 00000000000000 0 0 0000000000000 �� � Pe;04;,,0�.��,./.�;��, ®000 0 00000000000000® 000000 00000000000 0 a I r ,�. . 840 PIPEE — #2 SOUD TINNED COPPERCONDUCg N2 SOLID (TEST LOOP) --/ GROUNDTOR RNGD(2 TYPFOTOWER/SHELTER NTOOTCH ALLOW EXIT/ENTRANCE OFii 40 CROWN � TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG BOTTOM GROUND BAR ONLY) W EXOTHERMIC WELD /// GROUND RING WIRE COMPRESSION LUG (TYP) ) w _ CASTLE N _ NOM NOTES: IIII t 1—III I I- Tl=�� 1505 WESTLAKE AVENUE NORTH,SUITE 800 Ii—t I I-1 I I— —I I—ITI I 1—‘1, - 1. -I - ` SEATTLE,WA 98109 1. DOUBUNG UP "OR STACKING"OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. `O '\ 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). 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. \ 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO \ TOWER GROUND RING WIRE GROUND RING WIRE NOTES. 5/8"6 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) SIGFOX SITE NUMBER: OR8607 ANTENNA GROUND BAR DETAIL GROUND BAR DETAIL INSPECTION WELL DETAIL ®SCALE: NOT TO SCALE ®TOWER/SHELTER SCALE: NOT TO SCALE Ci) NOT TO SCALE BU #:874140 <). licP PROGRESS 10185 SW CASCADE AVENUE PORTLAND,OR 97223 STAINLESS STEEL BOLT EXISTING 116'-0"MONOPOLE TO TOWER MOUNTED EQUIPMENT — STAINLESS STEEL FLAT WASHER (TSP) TO ANTENNA MONOPOLE 2-HOLE CRIMP/ / ( ) c. COMPRESSION mom elm / ANTENNA GROUND BAR CONNECTOR --- !!! LOCATED AT MCL sa. I __NII (BONDED TO TOWER STEEL) -■-■� GROUND BAR STANDARD COAX- 2 HOLE LUG (TYP) CABLE GROUND KR _ -,---=. �� STAINLESS STEEL ` lfaiilYilCl SIMS SOS FLAT WASHER 6 AWG STRANDED Cu WIRE STAINLESS STEEL --8" (TYP) ISSUED FOR: WITH GREEN, 600V,THWN BELLVILLE WASHER — — STAINLESS STEEL NUT 6"WIDE METALLIC HTEL CM DATE DAWN DESCRIPTION iifcyi INSULATION (OR AS PROVIDED (m') (TYP) GRADE - WARNING/LOCATOR TAPE AT WITH GROUND KIT) (TYP) SINGLE CONNECTOR AT GROUND BARS 12"DEPTH 02/28/18 DAB PRELIMINARY Eau .� p I '+�y;ny w �I ]C" 0 04/1'/18 DAB CONSTRUCTION MI — STAINLESS STEEL BOLT W I�"W'41J�`/iy7"�94JJ/�'4�"''14J, PWY /P�0.�VJl /'�`1/�frVi"'{t✓✓ --_—_ Ill MECHANICAL CONNECTION(TYP = --_—_ ) ■-. ■ , EL FLAT WASHEREXOTHERMIC WELD `COAX GROUND BAR WITHCOAX CABLEINSULATORS, CONNECTEDDRAGN TOOTH WASHER(TSP FOR ALL) DIRECTLY TO THE BOTTOMOF MONOPOLE. SEE NOTE 1. (TSP) STEEL l /1II � TO BAS ERUICE NT VIA -I I' 2O0 ER BARE TRAY OR ICE BRIDGE COPPER WIRE 2-HOLE CRIMP/ STAINLESS STEEL GROUND RING #2 COPPER WIRE MONOPOLE PIER COMPRESSION SOLID, TINNED FOR CARRIER AND ICE GROUND WIRE CONNECTOR SIMS ISS FIAT WASHER SMMIW* = = ) BRIDGE GROUND LOOP it U C T U IINSEE NOTE 3 _ — — STAINLESS STEEL NUT R GROUND WIRE- / STAINLESS STEEL BELLVHIE WASHER (TIP) GROUND RING 2/0 FOR ED PROF rs NOTE 3 \ (TYP) TOWER GROUND LOOP G - 44- SINGLE CONNECTOR AT STEEL OBJECTS V.�: NN,G 1 Nee `s�o INSPECTION WELL EXOTHERMIC WELD (TYP) NOTES; , STAINLESS STEEL STAINLESS STEEL 69185PE `� SELF-DRIWNG FLAT WASHER 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER,ANTENNA METAL SCREW LOCATIONS AND CONNECTION ORIENTATION.COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) (TSP) GROUND ROD COPPER TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. CLAD STEEL ROD W/MIN. OREGON ROWN CASTLE TOWERS. 2-HOLE CRIMP/ 5/8 0 x 10.-0"LONG R EtG7 VON t 2 ALL MECHANICAL CONNECTIONS. ONLY MECHANICAL SHALL BE TREATED WITH AARE ALLOWED TO BE N ANTITO-OXIDANT COATING. COMPRESSION 0 J:l`Ar 10,1 e.....��� CONNECTOR V /}�� J 3. ALL TOWER RECOGNIZED EDITIONiNG OF ANSIEMS SHALL/TIA 222 AND NFPA 780.THE REQUIREMENTS OF THE DRAGON TOOTH —/ - METALLIC OBJECT MBE& �V gO / t WASHER ALAN MP) VERTICAL GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 30"BELOW GRADE OR 6"BELOW FROST UNE. EXPIRES: 12-31-19 (WHICH EVER IS GREATER)AS PER N.E.C. ARTICLE 250-50(D) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION ® PICAL ANTENNA CABLE GROUNDING HARDWARE DETAIL FOR EXTERIOR CONNECTIONS GROUND ROD DETAIL OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE ©SCALE: NOT TO SCALE SHEET NUMBER: VISIO . G- 1CO ,f" /....' �1 ® %alMI WIRE SIZE BURNDY LUG BOLT SIZE�6 AWC GREEN INSULATED YA6C-2TC38 3/8" - i6 NC 5 2 BOLT 4" ' /' FOX TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOUD TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT ; '7 One network A billion dreams #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT 68 2ND STREET 3RD FLOOR 7� SAN FRANCISCO,CA 94105 (pl.. AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT � : K >; II� #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT .41 \ TYPE W =211 TYPE NQ TYPE SB TYPE GR BURNDY GROUND LUG W/-- CROWN ROW N LONG BARREL HEAT SHRINK V (SEE CHART) (CLEAR) CASTLE NUT GROUNDINGr (TYP)—\�\ / CONDUCTOR 1505 WESTLAKE AVENUE NORTH,SUITE 800 silitilIII , , LOCK was�HE�) ,. ,_� ! SEAN 11 E,WA 98109 r• [::; 4J --- EI. TYPFjIS yg TYPE PT TYPE Cr MENEM•� BM GROUND BAR •• BOLT 1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC (SEE CHART) MOLDS TO BE USED FOR THIS PROJECT. 2 (TYP) 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. 6 BURNDY TWO HOLE LUG W/ I' LONG BARREL CDCADWELD GROUNDING CONNECTIONS (SEE CHART) SIGFOX SITE NUMBER: ESCALE: NOT TO SCALE NO OX WTO BOTHEENDS OR8607 STRANDED (GREEN INSULATED) ONLY FOR #6 AWG BU#:874140 TO ANTENNAS (SEE CHART) PROGRESS ANTENNA CABLE N o (TYPICALLY) I 12"TO 24" {/ {� WEATHERPROOFING 10185 SW CASCADE AVENUE 1 120"MAX. ~i R7`z + �TX1/Rx1 (ITP) NOTES, PORTLAND,OR 97223 �m1. I ll COAX JUMPER (TYP.)� G(TYP) KIT 1. ALL ALL HMIOUNDING LUGS DWARE BOLTS,ARE LOCKINSTALLED PER WASHERS SHALL BE STAINLESS ESS SPECIFICATIONS. EEELIFl EONS. I_ II 1TT W4! HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, EXISTING 116 O MONOPOLE WEATHERPROOFING KIT (SEE I I I FLAT WASHER AND NUT. NOTE 3) CONNECTOR #6 AWG ®MECHANIcAL LUG CONNECTION WEATHERPROOFING KIT CABLE GROUND KIT (TYP. SEE NOTE 2) �� �l — SCALE: NOT TO SCALE n( Lill COAX COPPER/GALVANIZED IBAR ` #6 AWG STRANDED COPPER GROUND WIRE BONDED DIRECTLY TOWER (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 (/J CABLE CONNECTOR .•�' #6 AWG MIN. FROM ANTENNA ANTENNA CABLE NOTES. TO BTS EQUIPMENT(TYP.) CABLE GROUND KIT-`��`^ 11111 ' ISSUED FOR: 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND Ml DA gam DESCRIPTION II WIRE DOWN TO GROUND BAR. NOM Ell 02/28/18 DAB PRELIMINARY EMII 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR 0 04/17/18 MCI CONSTRUCTION IIID RECOMMENDED BY CABLE MANUFACTURER, 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND .__—_ WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE '��' I�t ' ' ' --_-- 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BRIDGE, OR ON ANTENNA TOWER BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE CABLE GROUND KIT CONNECTION USED. ®SCALE: NOT TO SCALE 4 QO CC)TCYVD , ON. �Q 1.0OSCALE: NOT TO SCALEGROUND CABLE ECTION":444411 • O "TWO HOLE LUG, OR ' IOW ' —GROUNDING SHALL BE 3/8-11x1"TAMPER - EXOTHERMIC WELD TO BE USED ' ' ELIMINATED WHEN GROUND BAR RESISTANT BOLT i A . WITH #2 AWG BARE CONDUCTOR (TYP) WIRE TO BUILDING SERVICE METALELECTRICALLYEBONDED TO LAtORS - GROUND OR GROUND RING SEINSUE NOTE 2. -___._.__'_' -+.�P ,i1S,0 PROFS WALL (TYP BRACKET ) r p 0 /� GROUNDWIRE INSTALLATION C9���aG I Nre�`S/�,y gyp, (TYP) e p 0 NOTE: MINIMUM OF S/S NUT OSCALE: NOT TO SCALE �N 'fA� 0 O 3 THREADS TOIS BE (TYP) `t 6918517E p VISIBLE O O (TYP) ,)''''sl# , O S/S SPUT _ 0 O WASHER Jr O O O BARREL2 HTINNED (TYP) #2 TINNED SOUD IN 3/4" LIQUID TIGHT PIPE rOREGON A O UNIVERSAL COPPER SOUD COPPER CONDUIT FROM 24"BELOW GRADE TO �P 10 @ A. ��/ 0 GROUND BAR (4"x20") LUG S/S FLAT WITHIN 3"TO 6"OF CAD-WELD �A� 0} ` Ot-�t LOCK WASHER '� ," ,■1 TIT TERMINATION POINT. EXPOSED END OF _77 V / �- 'A (TYP) —" ��= =�= WASHER THE UDUID TIGHT CONDUIT MUST BE I)IOI g P/N M10 �,/ 111 Q A LAN < ) r ����� SEALED WITH SILICONE CAULK. �_ TWO-HOLE up I�1 N�•1•� COMPRESSION LUG TIN COATED SOLID CADWELD - IN II EXPIRES: 12-31-19 NOTFS COPPER BUS BAR S/S FLAT (TYP) • II IN -"-I WASHER 1 II- _.NI 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE N4I TO BE INSTALLED ON CROWN CHERRY INSULATOR — lir (TYP) _ __.. IT IS A VIOLATION OF LAW FOR ANY PERSON, CASTLE TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091. f, ' INSTALLED IF REQUIRED , _ .II UNLESS THEY IRF.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 �! IRBI=III' OFA LICENSED PROFESSIONAL ENGINEER, FASHION, CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. MI (TYP) (I III SII TO ALTER THIS DOCUMENT. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL II INIU=aI li 1�l SHEET NUMBER: VISIO USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. ®SCALE: NOT BAR TO SCALE OSCALE NOT TO SCALE ®TRANSITIONING SCALE: NOT TO GROUND DETAIL GDETAIL LUG _G O 1