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Plans (77) .' C SL. INS ECT:0 . _ s�.i%.:::-/ i _ 9q , 9 - r "�`` oa 5,.-%ii egon Ctru ctwi F3B S.r.,,7 t7„,. f a r verizLi Cer,-.7, Ze, and Reinforcing Steel ATC ASSET #: OFFS COPY ,saiid in Concrete 414382 RECEIVED verlzonv' ,;,,,c•-..a.:31 !l 'tile nt-Resi:�ting Concrete a. C ... rvinCI Steel & Prestressing -A� zi W. ens plans FEB� 2018 Apprc��r d CITY OF TIGARD Wt i Yf ld ng VERIZON SITE NAME: shall be on job site. BUILDING DIVISION OFFICE COPY :.. , ,° „ ;_,aSANDBURG-A CITY OF TIGARD AMERICAN TOWER® I ' r .aGypsum Concrete R FVI WED FOR CODE COMPLIANCE K i D 8s�su!.;.zt`i mss„ Csric ete FRI Approved:x 0 °ey Applied Fire-Resistive Materia;s LOCATION: °l c: [ l .�u� A �, Drilled d and Caissons 6900 SW SANDBURG ST, TIGARD, OR 97223 Permit #: t)PAC)) p - �c,r, �ca SITE INFORMATION = . a P``i.41, D le PiersPOWDER RIVER Address: /_9oO .�a�a g„�v(3 Engineering Services,LLC 97.5' MONOPOLE TOWERV !.J Sa'��b��"£.''�a@ Suite #: www.powderriverdev.com TOWER OWNER: AMERICAN TOWER � ' 10 PRESIDENTIAL WAY 4 f- WOBURN, MA 01801 0 Special Grading, Excavation and Filling CO-LOCATION By: ----±t Date: (:),._- I� - ) Tc- LICENSE #: N/A SITE ADDRESS: 6900 SW SANDBURG ST REVISIONS TIGARD, OR 97223 s Smoke-Ci9fIt1P SITE PHOTO DRAWING INDEX REV DATE DESCRIPTION INT COUNTY: WASHINGTON COUNTY _r. LATITUDE: 45.42028° Ar t} SpItIOnS LONGITUDE: —122.7472' ;. SHEET NO. DESCRIPTION REV _ GROUND ELEVATION: 207' AMSL �y. Metzger - t Std1�59c: ,. T-1 TITLE SHEET 0 s... OCCUPANCY TYPE: UNMANNED ANsou toowei, „s�a `..,-,4:.2, GN-1 GENERAL NOTES 0 ZONING JURISDICTION: CITY OF TIGARD 0 01/30/18 100% CONSTRUCTION TRT ZONING CODE: C—P ors m GN—2 GENERAL NOTES 0 B 01/23/18 ISSUED FOR REVIEW 907, MAG PARCEL NUMBER: R459989/2S101DD00702 " F x ; A 12/18/17 ISSUED FOR REVIEW 90% CCM k_ �A _ - r C-0 PROPERTY PLAN 0 ifiLf POWER PROVIDER: PORTLAND GENERAL ELECTRIC i N ttoxf � 1 C-1 SITE PLAN � o?ROPE�� TELCO PROVIDER: VERIZON MT P4 V k H •i ' 1 0 A171PV:ifit: •;• C-2 ELEVATIONS itt ' C-3 ANTENNA PLANS 0 At CONTACT INFORMATION . ° ;., ,` Sj4E , L C-3.1 RF INFORMATION 0 `' SITE ACQUISITION: swB d 7472 .--- r§ncart6,4 .., iil '— C-3.2 CABLE SPECIFICATIONS 0 POWDER RIVER DEVELOPMENT SERVICES, LLC. fit ` C-4 EQUIPMENT DETAILS 0 OREGON 219 S. WOODDALE AVE. s �' EAGLE, ID 83616 Aiiii # MI CONTACT: VINH DINH ! vim ®���° C 5 EQUIPMENT DETAILS 0 •# " ° PHONE: 206.295.5926 ,,sw - I'=�° --, ".. C-6 EQUIPMENT DETAILS EMAIL: vinh.dinh9powderriverdev.com . _, .. '�„ C-7 EQUIPMENT DETAILS W. ” 0 A&E SERVICES: !' e POWDER RIVER ENGINEERING SERVICES, LLC. r C-8 1 ( EQUIPMENT DETAILS 0 219 S. ID 8361 WOODDALE AVE. 'v Durham gm� �4 �C NOT TO SCALE THESE PIANS AND SPECIFICATIONS,AS INSTRUMENTS OF SERv10E,ARE EAGLE, 5361 6 e tJbtt 5515ijy'' aC f fRQN AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT CONTACT: TODD ROTGE SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE 0 ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL PHONE: S41.647.2777 E-1 GROUNDING DETAILS NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS DRIVING DIRECTIONS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. EMAIL:INEtodd.rotge�powderriverdev.com SITE INFORMATION ENGINEERING: CONTACT: DONALD W. GEORGE, PE, SE, MLSE DIRECTIONS FROM [nearest] INTERNATIONAL AIRPORT: PHONE: 208.938.8844 VERIZON SITE NAME: EMAIL: don.george©powderriverdev.com DEPART AIRPORT...THE SOUTH (ON I-5 N) DEPART 1-5 N TOWARD 1-5 N TRUCK AT EXIT 291, TAKE RAMP RIGHT FOR CARMAN DR. SANDBURG-A PROPERTY OWNER: TOWARD KING CITY TURN LEFT ONTO CARMAN DR ROAD NAME CHANGES TO SW UPPER BOONES FERRY RD TURN RIGHT SCOPE OF WORK HDG L.P. ONTO SW 72ND AVE TURN RIGHT ONTO SW SANDBURG ST SITE ON THE RIGHT BEHIND THE BUILDINGS 13212 NE 16TH STREET ATC#: 414382 BELLEVUE, WA 98005 APPLICANT: — INSTALL (6) ANTENNAS ON TOWER VERIZON REAL ESTATE INSTALL (1) LOW PROFILE PLATFORM ON TOWER 6900 SW SANDBURG ST 5430 NE 122ND AVE - INSTALL (9) RRU5 ON TOWER PORTLAND, OR 97230 - INSTALL (3) OVP ON TOWER & (3) WITH GROUND EQUIPMENT TIGARD,OR 97223 CONTACT: MALISSA JOHNSON — INSTALL (5) HYBRID CABLES WASHINGTON COUNTY - INSTALL ( 1) 20KW GENERATOR PHONE: 502.709.2861 — INSTALL GROUND EQUIPMENT SHEET TITLE: EMAIL: malissa.johnsonJverizonwireless.Com TOWER OWNER: 25323 SE 36ICAN THRCT TITLE SHEET ISSAQUAH, WA 98029 DO NOT SCALE DRAWINGS APPLICABLE CODES CONTACT: KIM BRADY SHEET NUMBER: PHONE: 206.390.7391 CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE BUILDING CODE 2015 IBC EMAIL: kim.brady©americantower.com ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME ELECTRICAL CODE 2015 NEC T-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. G. FABRIC TIES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS 3.6 TRENCH BACK FILL GENERAL NOTES: PART I: GENERAL THAN 9 GAUGE. A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE 1. THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN 1.1 SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, H. POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SPECIFICATIONS, DRAWINGS AND THE UTILITY REQUIREMENTS. ` THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, SHALL BE GALVANIZED PER ASTM A15J. B. NOTIFY THE VERIZON CONSTRUCTION SUPERVISOR 24 HOURS IN NOT LIMITED TO, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS. I. BARBED WIRE SHALL CONSIST OF DOUBLE STRANDED 12 1/2 GAUGE ADVANCE OF BACK FILLING. CONSTRUCTION DRAWINGS. 1.2 REFERENCES WIRE ASTM A121, CLASS 3 WITH 4-POINT BARBS SPACED 5 INCHES C. CONDUCT UTILITY CHECK TESTS BEFORE BACK FILLING BACK FILL verizon " 2. ALL EQUIPMENT SUPPLIED BY THE OWNER SHALL BE PICKED UP BY THE A. DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL APART. THE TOP 1 FOOT OF THE FENCE SHALL CONSIST OF 3 AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. CONTRACTOR AT THE APPROPRIATE WAREHOUSE. SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. STRANDS OF BARBED WIRE ATTACHED TO 45 DEGREE ANGLE, D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK. B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) HEAVY-PRESSED ARMS CAPABLE OF WITHSTANDING WITHOUT FAILURE THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES 4. THE CONTRACTOR SHALL PROVIDE ON-SITE SUPERVISION AT ALL TIMES WHILE C. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 250 POUNDS DOWNWARD PULL AT THE OUTERMOST END OF THE OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO THE WORK IS BEING PERFORMED AND SHALL DIRECT ALL WORK, USING HIS D. AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION ARM. SPACES AROUND THE CONDUITS. BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OFFICIALS) J. GATE MATERIALS, SUCH AS FABRIC, BOLTS, NUTS, TENSION BARS E. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES 1.3 INSPECTION AND TESTING AND BARBED WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS. OR UNBALANCED LOADING. FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. A. FIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, PART IT: EXECUTION F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT 5. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK COMPACTION, AND CONCRETE TESTING SHALL BE PERFORMED BY THE 3.1 GENERAL SATISFACTORY BACKFILL MATERIAL IN 9-INCH MAXIMUM LOOSE AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, CONTRACTOR'S INDEPENDENT TESTING LAB. A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE MECHANICAL, ELECTRICAL SERVICE AND OVERALL COORDINATION. THE B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE VERIZON EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA GRADE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIALA SHALL BE REPORTED TO THE VERIZON CONSTRUCTION SUPERVISOR BEFORE TIMES. IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A PROCEEDING WITH THE WORK. PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON B. PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY 6. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS THE MODIFIED PROCTOR TEST, ASTM D1557. REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING NEEDED FOR EXECUTION OF THE WORK. 3.7 AGGREGATE ACCESS ROAD AND SITE AMERICAN TOWER® CONSTRUCTION, STRUCTURE, LANDSCAPING OR EQUIPMENT SHALL BE WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND A. CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD AND IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, DIFFICULT TO INSPECT. ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE TOWER COMPOUND TO THE LINES AND GRADES INDICATED ON THE BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE 1.4 SITE MAINTENANCE AND PROTECTION WORK. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF-ROLL CONTRACTOR. A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE ALL HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS SHALL BE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE SURFACE OF THE SITE AREA TO BE CLEARED AND GRUBBED. CORRECTED. EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM CONTRACT. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS B. THE ENTIRE SUB GRADE SHALL BE COMPACTED TO NOT LESS THAN FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR B. CONTACT THE ONE-CALL UTILITY LOCATION SERVICE PRIOR TO ANY THAN 12-INCHES BELOW THE ORIGINAL GROUND SURFACE: 95:2:OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND ROOTS, STUMPS AND OTHER DEBRIS, BRUSH AND REFUSE PROCTOR TEST, ASTM D 1557. WITH THE EXECUTION OF WORK. UTILITIES VERIFIED. EMBEDDED IN OR PROTRUDING THROUGH THE GROUND C. AFTER PREPARATION OF THE SUB GRADE IS COMPLETED, THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF C. AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES. SURFACE. RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO GEOTEXTILE FABRIC SHALL BE INSTALLED TO THE LIMITS INDICATED STRUCTURES, TREES AND SHRUBS DESIGNATED TO REMAIN. TAKE THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. LESS THAN 6-INCHES, AND REMOVE UP TO A DEPTH OF ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET PROTECTIVE MEASURES TO PREVENT EXISTING FACSIMILES THAT ARE 12-INCHES All ROOTS AND OTHER DEBRIS THEREBY EXPOSED. ALONG THE ROADWAY OR SITE. THE FABRIC SHALL NOT BE DRAGGED FACILITIES AS REQUIRED BY THE CITY OR GOVERNING AGENCY. NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE 2. REMOVE TOPSOIL MATERIALS COMPLETELY FROM THE SURFACE ACROSS THE SUB GRADE PLACE THE ENTIRE ROLL IN A SINGLE 10.THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH WORK. UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF OPERATION, ROLLING THE MATERIAL AS SMOOTHLY AS POSSIBLE. ALL LOCAL AND STATE REGULATIONS. D. KEEP SITE FREE OF ALL PONDING WATER. TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER 1. OVERLAPS PARALLEL TO THE ROADWAY AND SITE WILL BE POWDER R I V E R 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND E. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH THE EXCAVATED MATERIALS. TOPSOIL SHALL BE STOCKPILED PERMITTED AT THE CENTERLINE AND AT LOCATIONS BEYOND THE DEPARTMENT OF TRANSPORTATION & STATE IN WHICH THE PROJECT SEPARATELY FOR REUSE, AS DIRECTED BY THE CONSTRUCTION ROADWAY OR SITE SURFACE WIDTH (I.E., WITHIN THE SHOULDER Engineering Services,LLC INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE IS LOCATED. 9 9 THOSE IN THE COST OF THE WORK TO VERIZON. F. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, SUPERVISOR. WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED 12.FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE, AND DETAIL WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL www.powderriverdev.com DRAWINGS HAVE PRECEDENCE OVER SMALL DRAWINGS. CHECK ACCURACY OF LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT DEMOLITION COMPLETELY WITH SUITABLE FILL. OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT FABRICATE ANY MATERIALS OFF SITE, NOR DO ANY CONSTRUCTION UNTIL THE PART II: PRODUCTS D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL THE END OF A ROLL SHALL OVERLAP IN THE DIRECTION OF ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL All DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP) AND FIELD DIMENSIONS. 2.1 SUITABLE BACK FILL: EXCAVATED INORGANIC MATERIAL, COHESIVE AND BURNING IS NOT PERMITTED. LICENSE #: N/A NON-COHESIVE MATERIALS, INCLUDING GRAVEL, SAND, INORGANIC LEAN E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE SHALL HAVE A MINIMUM LENGTH OF 3 FEET. 13.THE CONTRACTOR SHALL NOTIFY THE VERIZON CONSTRUCTION SUPERVISOR OF CLAY, GRAVEL SILT, GRAVEL CLAY, SAND CLAY, SAND SILT OR SILT CLAY 3. ALL OVERLAPS SHALL. BE PINNED WITH STAPLES OR NAILS ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD MATERIAL FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF BETWEEN 10 AND 12 INCHES LONG TO INSURE STABLE REVISIONS CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. THAN 3-INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE FEATURES INDICATED ON THE DRAWINGS, AND ASCERTAIN THE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN REV DATE DESCRIPTION INT 14.THE CONTRACTOR SHALL NOTIFY THE VERIZON CONSTRUCTION SUPERVISOR IF EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND LONGITUDINAL SEAMS AT 25-FOOT CENTERS AND TRANSVERSE DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL OR FILL MATERIAL AS STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT DETERMINED BY THE VERIZON CONSTRUCTION SUPERVISOR AND SEAMS EVERY 5 FEET ON CENTER. WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW D. THE AGGREGATE SUB BASE, BASE AND SURFACE COURSES SHALL BE GEOTECHNICAL ENGINEER. ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE CONSTRUCTION. NOTIFY THE VERIZON CONSTRUCTION SUPERVISOR OF CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCHES COMPACTED INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS 2.2 POROUS AND NON POROUS EMBANKMENT AND BACK FILL: ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE (COMPACTED) A. OHIO: PER OH DOT, ITEM 203 THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS WORK AS INDICATED ON THE DRAWINGS. SHALL BE END-DUMPED ON THE FABRIC FROM THE FREE END OF PART OF THE WORK. B. PENNSYLVANIA: PER SECTION 206, PUBLICATION 408 F. SEPARATE AND STOCKPILE All EXCAVATED MATERIALS SUITABLE FOR C. WEST VIRGINIA: PER WV DOT, SECTION 207, 716 THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. AT NO TIME 15.EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY BACK FILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS 2.3 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL FOR USE AROUND AND SHALL EQUIPMENT, EITHER DUMPING THE AGGREGATE OR GRADING THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE VERIZON SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE VERIZON UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIALS ARE REQUIRED: CONSTRUCTION SUPERVISOR. (UNSUITABLE MATERIAL MAY BE THE AGGREGATE, BE PERMITTED ON THE ROADWAY OR COMPOUND CONSTRUCTION SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE A - _ _ B. PENNSYLVANIA: PER PUBLICATION 40B, TYPE 2A REQUIRED TO BE REMOVED FROM THE SITE.) E. THE AGGREGATE SUB BASE AND BASE SHALL BE IMMEDIATELY 0 01/30/18 100% CONSTRUCTION TRT PROCEEDING WITH THE WORK. 3.2 STRUCTURAL EXCAVATION C. WEST VIRGINIA: PER ASTM 2940-92 COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY 16.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED A. FOUNDATION EXCAVATIONS SHALL BE CUT TO FIRM MATERIAL HAVING AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM4 D 1557. B 01/23/18 ISSUED FOR REVIEW 90% MAG CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING 2.4 GRANULAR BEDDING AND TRENCH BACK FILL: WELL-GRADED SAND (SW OR A SAFE BEARING VALUE OF 3000 PSF AND SHALL BE FREE OF ALL 3.8 FINISH GRADING THEIR EXACT MEANING, THE VERIZON CONSTRUCTION SUPERVISOR SHALL BE SW-SM) AND THE FOLLOWING: LOOSE AND WET MATERIALS. IF THE BOTTOM OF THE EXCAVATION ISA. PERFORM ALL FINISHED GRADING TO PROVIDE SMOOTH, EVEN A 12/18/17 ISSUED FOR REVIEW 90% CCM NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. A. OHIO: PER OH DOT, ITEM 603 NOT FIRM AND STABLE, OVER-EXCAVATE AN ADDITIONAL 12 INCHES, SURFACE AND SUBSURFACE DRAINAGE OF THE ENTIRE AREA WITHIN 17.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, B. PENNSYLVANIA: PER AASHTO #57 COMPACT SUB-GRADE AND FILL WITH 12 INCHES OF SELECT FRAMING, HANGERS OR OTHER SUPPORT FOR ALL OTHER ITEMS REQUIRING THE C. WEST VIRGINIA: PER WV DOT SECTION 604 STRUCTURAL FILL. THE URRS N CONSTRUCTION.TOPGRADING SHALL BE COMPATIBLE WITH SAME. 2.5 CRUSHED STONE SURFACE COURSE FOR ACCESS ROAD: B. AFTER EXCAVATION, THE EXPOSED SOILS SHALL BE INSPECTED AND ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. „le.MOPE 18.CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE A. OHIO: PER OH DOT, ITEM 304 TESTED AND ANY UNSUITABLE DEPOSITS REMOVED AS DIRECTED TO B. UTILIZE SATISFACTORY FILL MATERIALS RESULTING FROM THE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME B. PENNSYLVANIA: PER PUBLICATION 40B, TYPE 2A, REACH SUITABLE BEARING SOIL ALL OVER-EXCAVATED AREAS SHALL. ANAVATION REPLACEMENTETRK IN EME TOOFTREMOVEN OF STA, ANERENTS a tN € , fig INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB C. WEST VIRGINIA: PER WV DOT, MODIFIED CLASS 1 AGGREGATE PER BE BACK FILLED WITH SELECT STRUCTURAL FILL OR WITH LEAN AND FORA THE SAA OF REMOVED UNSUITABLE MATERIALS.DR7 r i"i. its{ SUPERINTENDENT. SECTION 704 OR CRUSHED LIMESTONE PER ASTM 2940-92. CONCRETE FILL TO THE ELEVATION OF THE BOTTOM OF FOOTING OR C. REPAIR All ACCESS ROADS AND SURROUNDING AREAS USED DURING .gilt '�T� fr. 19.DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS 2.6 CRUSHED STONE SUBBASE FOR ACCESS ROAD: FOUNDATION AS INDICATED ON THE DRAWINGS. THE EOCRSE OF THIS WORK TO THEIR ORIGINAL CONDITION. V' 'XT' CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, A. OHIO: MSHTO #57 CRUSHED LIMESTONE C. PRIOR TO PLACEMENT OF CONC. FOUNDATIONS, THE SURFACE ON 3.9 SECURITY FENCEO t A. THE BOTTOM OF THE FENCE SHALL BE 2 INCHES BELOW THE TOP OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF B. PENNSYLVANIA: MSHTO #57 CRUSHED LIMESTONE WHICH THE CONCRETE IS TO BE PLACED SHALL. BE COMPACTED TO OF THE COMPOUND GRAVEL IF THE SITE CROSSES FEATURES SUCH THE VERIZON CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION C. WEST VIRGINIA: AASHTO #57 CRUSHED LIMESTONE A MINIMUM OF 95% OF THE MODIFIED PROCTOR DENSITY BY THE AS DRAINAGE DITCHES, ETC., THE FENCE SHALL SPAN THE BEFORE CONSTRUCTION. 2.7 CRUSHED STONE GRANULAR BASE FOR COMPOUND: MODIFIED PROCTOR TEST, ASTM4 D1557. DEPRESSION. CLOSE THE SPACE BELOW THE BOTTOM OF THE FENCE 20.AS-BUILTS REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR A. OHIO: MSHTO #57 CRUSHED LIMESTONE D. NO FOUNDATIONS OR STRUCTURES SHALL BE CONSTRUCTED UNTIL WITH EXTRA FENCE FABRIC OR BARBED WIRE AS DIRECTED BY THE CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION B. PENNSYLVANIA: PER PUBLICATION 40B, TYPE 28 . THE BASE MATERIALS HAVE BEEN INSPECTED BY THE VERIZON VERIZON CONSTRUCTION SUPERVISOR. PRIOR TO PLACING OREGONAk ,� `Y� AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO C. WEST VIRGINIA: AASHTO #57 CRUSHED LIMESTONE CONSTRUCTION SUPERVISOR. COMPONENTS SUCH AS FABRIC, RAILS, TENSION WIRE AND GATES, ♦ �`Ai! RECORD DOCUMENTS FOR THE VERIZON CONSTRUCTION SUPERVISOR'S 2.8 UNSUITABLE MATERIALS: TOP SOIL, HIGH AND MODERATELY PLASTIC SILTS 3.3 STRUCTURAL FILL: All COMPACTED FILL SHALL BE PLACED IN LAYERS NOT ENSURE THAT THE CONCRETE POST FOUNDATION HAS REACHED AT ♦ V REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED AND CLAY, MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED EXCEEDING A LOOSE THICKNESS AND COMPACTED TO A MINIMUM DENSITY LEAST 75% OF ITS DESIGN STRENGTH OR HAS CURED A MINIMUM OF # . SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF OF 95% OF THE MODIFIED PROCTOR DENSITY OBTAINED IN ACCORDANCE DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE WITH ASTM4 D-1557. 7 DAYSIAFTERGSETTING THE POST. 3-INCHES IN ANY DIMENSION AND DEBRIS AS DETERMINED BY THE B. FURNISH GATES WITH NECESSARY FITTINGS AND HARDWARE. HINGES4140 . _ !A, INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. CONSTRUCTION SUPERVISOR AND VERIZON GEOTECHNICAL ENGINEER. 3.4 BACK FILL AS SOON AS PRACTICAL AFTER COMPLETING CONSTRUCTION OF SHALL ALLOW SWING GATES TO SWING 180 DEGREES. PLUNGER BARS MARK WHICH DRAWINGS IS MOST CAPABLE OF SHOWING CONDITIONS FULLY TYPICALLY, THESE WILL BE SOILS CLASSIFIED AS PT, MH, CH, OH, ML OR THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED SHALL HAVE TOP, BOTTOM AND MIDDLE LOCKING POINTS WITH THE AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A OL MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE MIDDLE POINT ARRANGED FOR PADLOCKING. GATES SHALL HAVE CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT 2.9 GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUIVALENT EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISH KEEPERS ON EACH LEAF THAT ENGAGE AUTOMATICALLY WHEN THE DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD 2.10 PLASTIC MARKING TAPE: SHALL BE ACID- AND ALKALI-RESISTANT GRADE. GATE IS SWUNG OPEN. REPAIR GALVANIZED COATING DAMAGED IN BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD POLYETHYLENE FILM, SPECIFICALLY MANUFACTURED FOR MARKING AND A. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS THE FIELD WITH METHODS AND TECHNIQUES AS RECOMMENDED BY SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH LOCATING UNDERGROUND UTILITIES, 6-INCHES WIDE WITH A MINIMUM SHALL HAVE BEEN REMOVED AND THE EXCAVATION CLEANED OF ALL THE MANUFACTURER. THESE PLANS AND SPECIFICATIONS.AS INSTRUMENTS OF SERVICE.ARE BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW THICKNESS OF 0.004-INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF TRASH, DEBRIS AND UNSUITABLE MATERIALS. 3.10 LANDSCAPING SITE LANDSCAPING OPERATIONS SHALL BE IN CONFORMANCE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT DE INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON B. BACK FILL BY PLACING AND COMPACTING SUITABLE BACKFILL REREIES,LLC WHETHER THE PROJECTSDRAWINGS FOR ANDSTHEY ARE SMHALL PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL WIRES, WITH THE FOLLOWING SPECIFICATIONS: ARE SERA S.EXECUTED OR NOT. THESE WHICHCHCTHEYTIARE THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL, WHEN A. OHIO: PER OH DOT ITEMS 658-662, 667, 668, 670-673 NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATED RECORD DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF REQUIRED, IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN B. PENNSYLVANIA: PER PA DOT SECTIONS 804-BO6, 808-B11, B56, WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH 8-INCH LOOSE THICKNESS. WHERE HAND-OPERATED COMPACTORS 864-B65 SITE INFORMATION SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE VERIZON OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE ARE USED, THE FILL MATERIALS SHALL BE PLACED IN LIFTS NOT TO C. WEST VIRGINIA: PER WV DOT SECTIONS 642, 651-655, 715 CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS. RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION EXCEED FOUR INCHES IN LOOSE DEPTH. 3.11 STORM WATER MANAGEMENT AND EROSION CONTROL STORM WATER UTILITIES. C. WHENEVER THE DENSITY TESTS INDICATE THAT THE CONTRACTOR HAS MANAGEMENT AND EROSION CONTROL SHALL BE IN CONFORMANCE WITH 2.11 SECURITY FENCE NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER THE FOLLOWING SPECIFICATIONS: VERIZON SITE NAME: A. PROVIDE AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE A. OHIO: PER OH DOT ITEMS 207, 603-605, 673 POSTS, RAILS, BRACES, FABRIC, TERMINAL POST, GATES, DROP BAR MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL B. PENNSYLVANIA: PA DOT SECTIONS 601-604, 610, 612, 615-617, SAN D B U RG-A AND BARBED WIRE. USE APPLICABLE PROVISIONS OF ASTM FOR ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE B06, B64-B65 MATERIALS. ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING C. WEST VIRGINIA: WV DOT SECTIONS 642 AND 655 B. FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE, WATER OR INCREASING THE COMPACTIVE EFFORT. CONFORMING TO ASTM A392 2-INCH MESH 9 GAUGE WIRE (0.148 D. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF ATC#: 414382 INCHES IN DIAMETER) WITH THE TOP AND BOTTOM SELVAGES TWISTED 90% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED AND BARBED. PROCTOR TEST C. DO NOT PLACE UNTIL THE CONCRETE HAS CURED C. POSTS FOR AT LEAST 7 DAYS OR COMPRESSIVE STRENGTH TESTS INDICATE 1. LINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 THAT THE CONCRETE HAS ACHIEVED MORE THAN BOX OF ITS 6900 SW SANDBURG ST SPECIFIED DAY COMPRESSIVE STRENGTH. INCH 0.D. 3.5 TRENCHEXCAVATION TIGARD,OR 97223 2. END CORNER, PULL POST AND GATE POST SHALL BE 2-7/8 A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES INCH O.D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE VERIZON WASHINGTON COUNTY STEEL PIPE IN ACCORDANCE WITH ASTM.I A 12D, A570 AND CONSTRUCTION SUPERVISOR. PROVIDE SHORING, SHEETING AND A525. FOR FENCE OVER 8 FEET HIGH, SIZE POST ACCORDING BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TO MANUFACTURER'S RECOMMENDATIONS. TRENCH WALLS. SHEET TITLE: D. TOP RAILS SHALL CONFORM TO 1-1/4 INCH (1.66 INCH 0.0.), B. THE TRENCH WIDTH EXTENDS A MINIMUM OF 6 INCHES BEYOND SCHEDULE 40GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM4 EACH OUTSIDE EDGE OF THE CONDUIT OR OUTERMOST CONDUIT, GENERAL Al2D. WHICHEVER IS APPLICABLE. E. TENSION WIRE SHALL BE 7 GAUGE U.S. STEEL WIRE GALVANIZED IN C. WHEN SOFT, YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS NOTES ACCORDANCE WITH ASTM A116, COATING CLASS III. ARE ENCOUNTERED AT THE REQUIRED TRENCH BOTTOM ELEVATION, F. BRACE BANDS, TENSION BANDS AND TENSION BARS SHALL BE OVER-EXCAVATE THE TRENCH TO A DEPTH OF NO LESS THAN 12 FABRICATED OF 1/8 INCH BY 7/B INCH GALVANIZED STEEL WITH INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WITH GALVANIZED STEEL CARRIAGE BOLTS AND NUTS IN ACCORDANCE WITH GRANULAR BEDDING MATERIAL. SHEET NUMBER: ASTM4 A123. TENSION BARS SHALL BE 1/4 INCH BY 3/4 INCH GALVANIZED STEEL BAR IN ACCORDANCE WITH ASTM A153. SCALE: GN-1 GENERAL NOTESNTs THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • PROJECT SPECIFICATION 16000 (ELECTRICAL) PROJECT SPECIFICATION 16670 (GROUNDING) PART III: EXECUTION PART I: GENERAL 3.1 PREPARATION 1.1 SCOPE: THIS SPECIFICATION DESCRIBES THE MINIMUM REQUIREMENT FOR PART I: GENERAL INSTALLATION OF ALL ELECTRICAL SYSTEMS. 1.1 SCOPE A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE 1.2 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THIS A. THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, FREE OF PAINT, GALVANIZING DIRECT CORROSION ETC,. verizon SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE. CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE B. APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED 3.2 EXAMINATION REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, IN THIS SPECIFICATION INCLUDE THE FOLLOWING: A. EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING 1. FENCE AND GATE POSTS AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY VERIZON WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE 2. ELECTRICAL POWER SYSTEMS CONSTRUCTION SUPERVISOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROVISIONS PROVISIONS OF THESE PUBLICATIONS. 3. GROUNDING ELECTRODES PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) 4. GROUND BUS BAR UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION 5. SERVICE EQUIPMENT B. THE CONTRACTOR SHALL NOTIFY THE VERIZON CONSTRUCTION SUPERVISOR C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION 6. ENCLOSURES 24 HOURS PRIOR TO TRENCH BACK FILL ALL WORK DONE BELOW D. NFPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) 7. MONOPOLE / LATTICE TOWER FINISHED GRADE SHALL BE INSPECTED BY THE AERIAL CONSTRUCTION A 1 E. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), 8. ICE BRIDGE SUPERVISOR DURING THAT PERIOD OR THE CONTRACTOR SHALL PROCEED. INCLUDING ALL APPLICABLE AMENDMENTS 1.2 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THIS 3.3 GROUND TESTING F. F. U.L. (UNDERWRITERS LABORATORIES) SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE 1.3 SYSTEM DESCRIPTION ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR IN ACCORDANCE WITH THE METHODS OF MEASUREMENT SHOWN IN THE A. DESIGN REQUIREMENTS: THE CONTRACTOR SHALL INSTALL CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE FALL OF POTENTIAL METHOD. UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE HERTZ AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT AMERICAN TOWERS B. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN PROVISIONS OF THESE PUBLICATIONS. CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) STRENGTH. CONTRACT DOCUMENTS. B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. PRIOR TO TESTING, THE CONTRACTOR SHALL DE-ENERGIZE ALL POWER PART II: PRODUCTS C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND 2.1 GENERAL D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES AND WILL NOT A. ITEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION HANDLE TEST INSTRUMENTS IF AT ALL POSSIBLE. FIRST-CLASS CONDITION. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR B. SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE APPROVAL OF THE VERIZON CONSTRUCTION SUPERVISOR. G. U.L. (UNDERWRITERS LABORATORIES) HAZARDS INVOLVED. 41110P. 2.2 MATERIALS: THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS H. APPLICABLE LOCAL CODES AND ORDINANCES E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE PART II: PRODUCTS TEST AS OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TO THE APPROVED AND LISTED BY OR BEAR THE U.L. LABEL, AND WILL COMPLY 2.1 MATERIALS' EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING VERIZON CONSTRUCTION SUPERVISOR FOR APPROVAL. WITH ANSI, IEEE AND NEMA STANDARDS WHERE APPLICABLE. AND BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, END OF GROUNDING SPECIFICATIONS A. CONDUITS:1. LLUNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, ADDITIONAL LIMITED GROUNDING ONALOT NEEDEDACCESSORIESBONDING FORELECTRODES,COMPLETE INSTALLATION. WHERE MORE CLOSEOCLOSE UTDOCUMENTATION TBOOKCONTAINING THE FOLLOWING: P OWDER RIVER SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. THAN ONE TYPE COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, A. AS BUILT DESIGN DRAWINGS 2. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT B. SWEEP TEST RESULTS Engineering Services,LLC CODE REQUIREMENTS. INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, U.L. AND IEEE C. RESISTIVELY TEST www.powderriverdev.com 3. ALL INTERIOR CONDUIT SHALL BE EMT WITH REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE D. PHOTO DOCUMENTATION OF: COMPRESSION-TYPE FITTINGS. APPLICATIONS INDICATED. 1. UNDERGROUND CONDUITS AND GROUND RING 4. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR A. GROUNDING 2. ANTENNA, COAX, JUMPER ATTACHMENTS AND GROUND KIT OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS 1. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON ATTACHMENTS REQUIRED. THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND 3. ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE LICENSE #: N/A B. CABLES CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STATE AND LOCAL CODES. BACK PLANE OF THE ANTENNA STANDARD ANNEALED COPPER WIRE WITH NEC 600 VOLT INSULATION. 2. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE 4. GROUND BAR ATTACHMENTS REVISIONS 1. #B AND LARGER-STRANDED TYPE, THHN OR THWN DIAGRAMMATIC. THE CONTRACTOR SHALL PERFORM A E. SIGNED OFF PERMIT CARDS 2. #10 AND SMALLER-SOLID TYPE THHN OR THWN GROUND-RESISTANCE-TO-EARTH TEST. SHOULD THE INSTALLATION F. CERTIFICATE OF OCCUPANCY REV DATE DESCRIPTION INT 3. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT HAVE A RESISTANCE OF 5 OHMS OR MORE, CONTRACTOR SHALL G. RETURN OF KEYS AND/OR ACCESS AUTHORIZATION SOURCE SHALL BE TYPE XHHW INSTALL MORE GROUND RODS AS NECESSARY SO THAT THE OVERALL H. ORIGINAL BUILDING PERMIT 4. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR GROUND-TO-EARTH RESISTANCE IS LESS THAN 5 OHMS. INSIDE BUILT-UP ROOFING MATERIAL SHALL BE TYPE XHHW 3. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS C. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, SURFACE-MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE NEC'S "STANDARD OF INSTALLATION,"AND IN ACCORDANCE WITH FERALOY, CAD/ZINC ELECTROPLATED WITH THREADED HUBS OR RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE COMPLY WITH REQUIREMENTS. SELF-CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR 4. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERIOR LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING COVER PLATE, SIERRA PLASTIC STYLE, IVORY COLOR. SYSTEMS. 0 01/30/18 100% CONSTRUCTION TRT D. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE 5. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW B 01/23/18 ISSUED FOR REVIEW 90% MAG MANUFACTURED TO MEET ALL COAX MINIMUM BENDING FINISHED GRADE WHICH ENCIRCLES THE TOWER AND EQUIPMENT AND NTS WAVE GUIDES, AND 81587 FOR 6 WAVE GUIDES. ARE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH A 12/18/17 ISSUED FOR REVIEW 90% CCM SUPPORTS SHALL BE PROVIDED 3'-0" ON CENTERS. SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. PART III: EXECUTION 6. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS [� 3.1 PREPARATION AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED #)PIRQfie A. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE V ( f a ,'! VERIFY EACH MEASUREMENT. MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, *1 d` G/t4EC "/, 2 B. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE LOCATE EXISTING UNDERGROUND SERVICES. SPECIFIED IN U.L. 486A TO ASSURE PERMANENT AND EFFECTIVE 3.2 INSPECTION GROUNDING. , A. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS 7. APPLY CORROSION-RESISTANT FINISH (NO-OX) TO AND OTHER ITEMS SHALL BE MADE BY A VERIZON CONSTRUCTION FIELD-CONNECTIONS, AT COPPER GROUND BARS AND PLACES WHERE SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED. FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED, B. THE CONTRACTOR SHALL NOTIFY THE VERIZON CONSTRUCTION WHICH ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS. SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL. 8. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS 3.3 INSTALLATION WHEN A NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR OREGON A+ A. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER COMPLY WITH SITE WORK SPECIFICATIONS. TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL 144 B. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE STEEL AS THE CASE MAY BE AT LEAST AT ONE LOCATION SO THAT • /��, DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES THEY ARE AT THE SAME POTENTIAL. , 9 * .wt FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL B. GROUND RODS 'C' IN THE BOTTOM BEFORE CONDUIT IS LAID. 1. GROUND RODS SHALL BE 5/8" DIAMETER 8'-0" LONG, COPPER CLAD W. K' C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO DRIVEN ROD(S). 100-FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. 2. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF D. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN ON THE ALL STUB-UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. E. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED DRAWINGS. RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND 3. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM SPACING OF THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL 8'-0" AND A MAXIMUM SPACING OF 1O'-O". THESE PLANS AND SPECIFICATIONS.AS INSTRUMENTS OF SERVICE,ARE BE 4 FEET BELOW ROADWAY GRADE. 4. GROUND RODS SHELL BE BURIED BELOW THE FROSTLIN E. AT NO AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT F. MARK UNDERGROUND CONDUITS WITH A 6-INCH WIDE RED TIME SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SOTHERCATIONSJE SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE 5. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: ENTIRE (10) FEET, SHALL BE DRIVEN AT AN ANGLE NOT GRATER WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. CAUTION-BURIED ELECTRICAL CABLE. THAN 45 DEGREES (NEC 250-83 AND 250-84). SITE INFORMATION G. FOR SEALING CONDUITS, USE ONLY NON-THERMOPLASTIC 6. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS-BUILT COMPOUNDS SUCH AS J.M. DUXSEAL, OR AN APPROVED SUBSTITUTE. DRAWING COMPLETE WITH DIMENSIONS. THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR 7. PROVIDE GROUND TEST WELLS AS SHOWN ON THE CONSTRUCTION RUBBER-LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; DRAWINGS. VERIZON SITE NAME: TEMPERATUREIT SHALL BE D CONDUCTOR I RANGES OFN THETER AND LOCALITYWITHSTAND MAXIMUM C. G1. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID SAN D BU RG-A H. COAXIAL - REFER TO NOKIA ANTENNA AND COAXIAL CABLE (#2 AWG) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED INSULATION PROCEDURES. AT MINIMUM DEPTH OF 36" BELOW GRADE. I. ANTENNA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE 2. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE THROUGH ATC#: 414382 INSULATION PROCEDURES. THE USE OF EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL J. LNA/MHA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INCLUDE ALL CABLE TO CABLE SPLICES, TEES AND ALL GROUND ROD INSULATION PROCEDURES. CONNECTIONS. MOLD, WELD KITS, ETC., SHALL BE MANUFACTURED BY END OF ELECTRICAL SPECIFICATIONS CADWELD AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S 6900 SW SAN D BU RG ST INSTRUCTIONS. 3. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND TIGARD, OR 97223 STRAIGHTEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: WASHINGTON COUNTY a.ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) SHEET TITLE: b.CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12 INCH MINIMUM BENDING RADIUS. GENERAL c.WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90 DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES. THE NOTES INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION. SHEET NUMBER: GENERAL NOTES SCALE: G N_2 NTS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 1 DISCLAIMER: I 1 1 1 1 THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF I A CURRENT LAND SURVEY, AND NO A&E SITE VISIT WAS t13 I PERFORMED. ALL PROPERTY LINES, EASEMENTS, SETBACKS, verizonv AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START 1 1 OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, I 1 I _ LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY I I LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. I I Z I / I — — I I 1 I TAXLOT ID. _ TAXLOT ID N / 251010000300 1 \ TAXLOT ID. TAXLOT ID. _ 2S101 000400 2S101DD00500 / \ zslolDoo0aol I AMERICAN TOWER) \ SW SANDBURG ST 1 I / I ,p, ,, i , _ ..... _ _ _ _ _ _ _ _ TAXLOT ID. \\ i \ 251010000702 \ POWDER RIVER 1 I I \ Engineering Services,LLC 1 TAXLOT ID. I I www.powderriverdev.com 25101 DD00701 I \ TAXLOT ID. \ 2S101Do00600 LICENSE #: N/A I I I REVISIONS I I \\ REV DATE DESCRIPTION INT I \ I 1 I 1 I0 01/30/18 100% CONSTRUCTION TRT B 01/23/18 ISSUED FOR REVIEW 90% MAG A 12/18/17 ISSUED FOR REVIEW 90% CCM I 1 ■ ► � I I ____ ?ROPE EXISTING BUILDING44 �. EXISTING SITE ACCESS (TW.) - - " came, .eco /1 Gic .. . / TAXLOT D. EXISTING SITE LOCATION / 251010000703 / I EXISTING PROPERTY ON Ak / LINE(TYP.) !TAXLOT ID. � ,, ,�y 4T0 / 2S101D 00800 {�Ir+ A�f� / — — — I "�1r s I / I THESE PLANS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE I - ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WRHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. \ 1 SITE INFORMATION VERIZON SITE NAME: so, � SANDBURG-A 24,0 \ ATC#: 414382 41-4. \ 6900 SW SANDBURG ST \ ''''''''\ TIGARD, OR 97223 N WASHINGTON COUNTY \\ SHEET TITLE: N I I PROPERTY PLAN L _ _ _ _ _ SHEET NUMBER: IPROPERTY PLAN 40' _ _0 20 40' SCALE: 1" = 40' (24x36) ,� CO . . I (OR) 1" = 80' (11x17) I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY, AND NOAAE SITE VISIT WAS verizonv / PERFORMED. ALL PROPERTY LINES,, EASEMENTS, SETBACKS, j AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. 33' 4'-6" GATE 4'-6" GATE 20' 4' GATE /\ „,_ /\\ - - - X - X X - -X / AMERICAN TOWER® j PROPOSED VERIZON 20kw j _ GENERATOR I X 2 9 I / Aostapp,. co I POWDER RIVER j EngineeringServices,LLC I / PROPOSED EQUIPMENT X W/ 3'X3' GROUND SPACE www.powderriverdev.com (OTHERS) PROPOSED ICE BRIDGE (OTHERS) I 21' PROPOSED VERIZON EQUIPMENT LICENSE #: N/A Q I AND,GROUND SPACE ETE PAD ////////////////////////////////////////////////////////////////�� REV DATE REVISIONSDESCRIPTION Nr Js (NI rUGP UGP U UGP UGP UGP I - o D 1 I I „,:, .„.0 X I_ I� 0 01/30/18 100% CONSTRUCTION TRT • I X I) I- B 01/23/18 ISSUED FOR REVIEW 90% MAG EXISTING UTILITY H FRAME I' w (OTHERS) EXISTING MONOPOLE A 12/18/17 ISSUED FOR REVIEW 90% CCM X I hi II a PROPOSED VERIZON ICE BRIDGE CONCRETE CURBS (TYP) \ N + + �s 1,41�fi,4 -c`' I x0 ` PROPOSEDOVPAi to. VERIZON ) i X I i ) I t OREGON AN, I 1 11111444,11, iLi t. THESE PLANS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE EXISTING 57'-10" AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT TRANSFOR SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE MER ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRTTEN CONSENT OF THE ENGINEER. 63' SITE INFORMATION VERIZON SITE NAME: SANDBURG-A ATC#:414382 6900 SW SANDBURG ST TIGARD, OR 97223 N WASHINGTON COUNTY SHEET TITLE: !iTA'"I..A SITE PLAN %1# SHEET NUMBER: SITE PLAN I 4' 0 2' 4' I SCALE: 1/4" =1-0" (24x36) I 1 C—1 (OR) 1/6" =1-0" (11x17) THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • TOP OF LIGHTNING ROD ki TOP OF LIGHTNING ROD NOTE: EL. 105'-0" (AGL) EL. 105'-0" (AGL) STRUCTURAL ANALYSIS TOP OF EXISTING TOWER ibu TOP OF EXISTING TOWER MUST BE PERFORMED ON verizon ' vf EL. 97'-6" (AGL) \ EL. 97'-6" (AGL) ALL T POLES, AND FLAGPOLES,TOWER $ OF EXISTING ANTENNAS (OTHERS) CL OF EXISTING ANTENNAS (OTHERS) \ SITES BEFORE INSTALLATION q OF NEW ANTENNAS, RADIO EL. 97'-0" (AGL) lir: EL. 97'-0" (AGL) it ' UNITS, ETC. 1 A AMERICAN TOWER® IdU POWDER RIVER PROPOSED VERIZON OW BOX Engineering Services,LLC (3 TOTAL) www.powderriverdev.com LICENSE #: N/A hh TIP HEIGHT OF VERIZON ANTENNAS REVISIONS Y EL 64'-0" (AGL) I11ii REV DATE DESCRIPTION INT OF PROPOSED VERIZON ANTENNAS — I!H1 IA EL 60'-0" (AGL) _A IIIIIIII __ PROPOSED VERIZON RRUS r 01111 (3 PER SECTOR, 9 TOTAL) III 0 01/30/18 100% CONSTRUCTION TRT B 01/23/18 ISSUED FOR REVIEW 90% MAG PROPOSED VERIZON MOUNT A 12/18/17 ISSUED FOR REVIEW 90% CCM COMMSCOPE — MCG23HD-10M-9-96 PROPOSED VERIZON ANTENNAS ,0?ROp (2 PER SECTOR, 6 TOTAL) �;` IN �5 N' PROPOSED VERIZON HYBRID CABLES .jA (5 TOTAL) T' EXISTING MONOPOLE EXISTING MONOPOLE V MGM 44% listAtRy .4141414: W:9°' *IhCra*A'41 THESE PLANS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE.ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: SANDBURG-A ATC#: 414382 6900 SW SANDBURG ST TIGARD, OR 97223 WASHINGTON COUNTY SHEET TITLE: ELEVATIONS h GRADE I IGRADEI SHEET NUMBER: `1" EL. 0'-0" (AGL) � EL. 0'-0" (AGL) 6' 0 3' 6' SCALE: 3/16"=1'-0" (24x36) 6' 0 3' 6' SCALE: 3/16"=1'-0" (24x36) 2 C-2 TOWER ELEVATION (EXISTING) .. (OR) 3/32"=1'-0" (11x17) 1 TOWER ELEVATION (PROPOSED) (OR) 3/32"=1'-0" (11x17) THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. NOTE: STRUCTURAL ANALYSIS MUSTPERFORMED ON verizon ALLLROOFTOPS, FLAGPOLES, LIGHT POLES, AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, RADIO UNITS, ETC. PROPOSED VERIZON RRU PROPOSED VERIZON MOUNT (3 PER SECTOR, 9 TOTAL) COMMSCOPE — MCG23HD-10M-9-96 v„c9�, /'\, .'56` Pti AMERICAN TOWER® /III ,. % / 1,&„ ,....,:. 1, ..-....\w. / . _________it, ---______ 44 40040.p. 1 . POWDER RIVER 'Pt" PROPOSED VERIZON Engineering Services,LLC /�� OVP (3 TOTAL) www.powderriverdev.com 4 11 I,-� LICENSE #: N/A REVISIONS 10, N REV DATE DESCRIPTION INT N co PROPOSED VERIZON ANTENNA (2 PER SECTOR, 6 TOTAL) ,v �4 it Air 0 01/30/18 100% CONSTRUCTION TRT B 01/23/18 ISSUED FOR REVIEW 90% MAG A 12/18/17 ISSUED FOR REVIEW 90% CCM ANTENNA PLAN (PROPOSED) SCALE: 1 NTS -I �rf��11 ��;`�y' ,. FINAL ANTENNA, EQUIPMENT & COAX CONFIGURATION e, �:: 47 " ANTENNA ANTENNA RRH JUNCTION BOX (OVP) DIPLEXER (TOWER) TMA (TOWER) 8 SECTOR POSITION QTY COR AZI COAX HYBRID MANUFACTURER MODEL (QTY) MODEL (QTY) MODEL (QTY) MODEL (QTY) MODEL STATUS NOTES 1 - E 4 2 1 JMA MXO6FIT845-02 50' (1) ERICSSON RRUS32 B2 - - LTE - 700/AWS • • i ALPHA 60' - (1) ERICSSON 22212 _ `, 3 1 JMA MXO6FIT845-02 50' (1) ERICSSON 4449 - - LTE - 850/PCS 11414 , '0 4 "moi w . 1 THESE PUNS AND SPECIFICATIONS.AS INSTRUMENTS OF SERVICE,ARE - AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT 5 (1) RAYCAPSERVICES.LLC WHETHER THE PROJECTS FOR WHICH THEYARE MADE 2 1 JMA MXO6FIT845-02 170' _ ARE EXECUTED OR NOT. THESE DRAWINGS ANO SPECIFICATIONS SHALL BETA - CX I�1 (1) ERICSSON RRUS32 62 DC6-48-60-18-8F LTE - 700/AWS NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS 3 1 JMA MX06FIT845-02 60, 170' HYBRID (1) ERICSSON ERICSSON 44492 (2) RAYCAP WITHOUTPRIOR ER TEN CONSENT I THE ENGINEER. (100') RVZDC-6627-PF-48 - LTE - 850/PCS SITE INFORMATION 4 - - VERIZON SITE NAME: 1 SANDBURG-A 2 1 JMA MXO6FIT845-02 320' (1) ERICSSON RRUS32 62 - - LTE - 700/AWS ATC#: 414382 GAMMA 60' - (1) ERICSSON 22212 3 1 JMA MXO6FIT845-02 320' (1) ERICSSON 4449 - - LTE - 850/PCS 6900 SW SANDBURG ST 4 - _ TIGARD,OR 97223 WASHINGTON COUNTY INSTALLATION NOTES: SHEET TITLE: 1. CONTRACTOR TO VERIFY ALL EQUIPMENT MODELS, LOCATIONS AND CONFIGURATIONS WITH CURRENT VERIZON SMR. 2. CONTRACTOR TO FIELD VERIFY ALL CABLE LENGTHS PRIOR TO ORDERING MATERIALS. ANTENNA PLANS 3. CONTRACTOR TO INSTALL ANTENNAS MAINTAINING MINIMUM REQUIRED SEPARATION DISTANCES FROM EXISTING APPURTENANCES AND TO AVOID INTERFERENCE WITH INTENDED PATH. 4. CONTRACTOR TO FIELD VERIFY AZIMUTH, CENTERLINE HEIGHT AND MECHANICAL DOWNTILT. IF INCONSISTENCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARISE, ENGINEER SHALL BE NOTIFIED. SHEET NUMBER: ANTENNA SCHEDULE(PROPOSED) SCALE: 2 C_3 NTS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. .... .., � , , i.,. e , ,......„............ ... ...... , , ,, ,,,,,,,,.....,..,,,,,,;,;,,,„:„.. ,,,....,:::: a µ*� ( T' 10/01312017 tea. - PROJECT: NSB ., .....,,,, ■ verizon Sector 1 850 LTE AW$LTE , 850 LTEA 850 LTE Sector 2 Sector 1 AWS t .. 24" . center- I_ 24 AMER WERS y : 24LSS ICAN TO AWS LTE to s center center L1+ L2-H3+H4-H5+H6- t, lt+ L2-H3+H4-HS+;H6- * 5,,*•:; T '', `'} 41" ;` center ? r 4 L1+1l2 H3+H4- it to- L2- 4 2 H3 H4 H5 1-16- .. 11+ L2-H3+H4-�H5 H6-�j� - 0.!L2-H3+H4-H5+H6 � • �Ft0 tiv ` �" center center I H5+H6 s`S LtM _ 4 ,�.,,t 3.r^ �1 + k : I i IM Li _ ,, ..._� �, ,.__..__.._, — PO E E R�._.. .. _.® _._� 1..re ._..__. I a.� �'� :, . _ ( i _rte .. -_-,, .�:MijilirILT_:jr''B::'a-'L-1:-i''-g'-D1''Z-6"'"-'' _ W D R R V9I �.__,_,r_. s, L>�_�,_ I _ __ q.. Engineer ngServices.LLC®___ IA B ±: A B D A B CDa ; I p wdemverdev.comi_ A B A B ,: ABC D IAIBC D;" 1 `. A BC I 3 o„ �s.��d A■D D ,. 1• •` io ;' i LICENSE #: N�A : i Io t.Mg I o D 1 REVISIONS x REV DATE DESCRIPTION INT �.i 7--- � .� I r- I j i 1 4 5 8 9 ,0 11 ,21. 1 2 31415 6I N owl .00,11;!: 0 01/30/18 100% CONSTRUCTION TRT 4) 4e4 HYBI B 01/23/18 ISSUED FOR REVIEW 90% MAG __� HYB HYB; A 12/18/17 ISSSUED FOR(REVIEW 90% CCM RRU Bands: 700 Band 13 AWS------------Band 4 HYB - PCS Band 2 rHvs HYB' 850 Band 5 ; B P6 1 { 42 12 1 :ii {} �`+, AWS 1/3 Band 66A 2 3 4 1 5 6 1 2 3,4 I 5 6 7 8 9 10 111121 * �y THESE PIANS AND SPECIFlCATIONS.AS INSTRUMENTS OF SERVICE.ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: SANDBURG-A ATC#: 414382 6900 SW SANDBURG ST TIGARD,OR 97223 WASHINGTON COUNTY SHEET TITLE: RF INFORMATION SHEET NUMBER: RF CONFIGURATION (PROVIDED BY VERIZON) SCALE: C_3 1 NTS THE INFORMATION CONTAINED IN THIS SEf OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • verizon ' Product Datasheet ijii; Product Datasheet RADIO FREQUENCY SYSTEMS O FREQUENCY SYSTEMS The Clear Choice " .. ..•.. ::. . The Clear Choice * ' �.ti ai Datasheet HBI 14-116512-xxx-LI Series sheet H83114-U6S12-xxx-U Series ENYBRIFLEXT RRH Hybrid Cable Solution 6x12, 6AWG . 1Htl� � _- , AMERICAN TOWER® Low-Indt.actance, 1 -1/4", Single-Mode Fiber With DLC Connectors L-Av-Incuct nci-, 1- ?l '`r `; I; ;i y`E (w':k° F C,,-:,-: ��*VitiI _` I._ ::I ,-� s Pro T; 1 0,d,,ring iniT3rn,,ti ,,ritict on Leegtin,ft" _.-. __. model Number length,ft° Model Number Meg*ft*,.. Model NumberI I/ / aok� RFS'HYBRiFLEX Remote Radio Head(RRH)hybrid feeder cabling solution combines 10 48114-U65t2 10.1.1 230 48114.0012-234.1-i ,_ _ �m. 450 48114-U6S12.450-ti optical fiber and DC power for RRHs in a single lightweight aluminum corrugated HB1 t4-U6S1z-30-Ri 240 4811442 481 i 512.460-u cable,making It the world's most innovative solution for RRH deployments. / 30 het14-U651d-3043 250 -1811 512-250-Li 470 48114-U6$12_470-Li 40 48114-USS12-40 I 460 Ha114-m12-260-LI 480 49114-Us 12-480-U POWDER RIVER This low-inductance version of HYBRiFLEX allows mobile operators deploying an RRH // •' 50 48114.1 512-50-LI 270** 48114-06512-270-7 490 48114-U6512-490-LI architecture to deploy>400ft sites without the danger of power-cycling their RRHs / // % ` Engineering Services,LLC J 60 48114-1 1a-70-0 290 414u6512- 5004$114- 51x- -ti due to voltage swings,which could occur in some specific instances.It combines jj 70 — HB 11 512.7au - 290 ----- l48114-U6512-290-LI 510 ------H811„512-5104i www.powderrive dev.com bend-Insensitive single-mode fiber(12 pairs of DLC connectors),6 pairs of low-induc- % 80 4811 S12 300 11$114 06$12-304LI 520 118,114-116512-520-Li tante DC wires and 9 pairs of 18AWG wires used to carry alarm signals.The package 90** 1481141 512 5o u 310 H611441012-310-Li 530 II 114 116$12-S3p u also includes a special RFS-designed DC insulating boot,used to properly protect and1 / 40 HBtt4 06512 lexr Li 320 I1e114-U65/2.320 Li 540 44811 6512_ u LICENSE #: N/A insulate the DC wires after stripping the jacket,avoiding possible short-circuits while 7S 110 4-4811 St2-1 t0 U 330 441 14.06S12-330-11 wiring it to the distribution boxes.Standard RFS CELLFLEXZI accessories can be used r -I 554 HBtt4 06512 SS4U REVISIONS �;. _ 120** 48114.0012-120-LI 344 4$11 $12.3 I 560 H$114.06512 I REV DATE DESCRIPTION INT with HYBRIFLEX cable. 130 115114-1.1012-130-Li 350 4811406512-390th 574 48114-06512-570- TOr:i.fHCt31 5pf^Lifi::htlUnS lt ,t" s 43.LI � 140 48U6 114- s12 140-Li 360 88114U6s12 -I 580 ..__-. H8114-116512. ......,,.,,, 150" 48114-12012-150-L1 370 481144,16512-370-LI 590 48114-U012-590.L1 Structure Irk 88114-UMS12 160-U 380 88114-USS12 380-LI 600 48114-U6512-600-U ..-._.__ .<.._._.. _.,, .�......_,_.___ ....,__.._..._ ___ 1?4 HB }4-06512 17041 390 48114-LNi512 -Li 614 48114-USs12-614.0 OuterConductarArmor: Corrugated Aluminum (mm(in- 36.0(142) ____ Jacket: Flame Retardant (mm in i_ 396(151_ _ 0 "'+` 1 _ 881 14116512.180 Li 400 48114 06517-ek}p U 700 49114-U012-700-1.1 .,.,...,,w. __,. ,.,,.,.,,.,._, UWProtectian Individual and ExternaiJacket _..,_._.._Y®g ��____ .: *' �''. .,..._190 48114-U6512.190�d1 Al-ci - 48114-t16s12.41047 900 481144512-HJO-U Mechanical Pr 200 48174-06572 Zao-L1 424 HBt to U65fZ•4201I 900 48114-U012-9004J I 0 01/30/18 100% CONSTRUCTION TRT Wei ht Approximate k m(Ib/ft)] 252(9N7T'mm — ,.., ......._.._.._._ ..._.._...�.. ._._._..,.,._ _._._. ..._..... 4 r pP _ ._,.,., 310* 48714 U65t2-3t0L1 436 48tt4 t16si2 4301 1000 H$ttMU6512-t£Y}a Ii Minimum Bending Radius, ,. ': '""� """ „„,_ 5 01/23/18 ISSUED FOR REVIEW 90% MAG single Bending inxn{in}] 152(6) Ly —326 48114-U6512-220-11 444 Ha 114 U6S 12 440 U,__._ ._ _. .._..._. ___. f _.,. ....__....__ ..,,._ ._ _..,_._...__..._. ...._-. ... _.-___ ,r.._.. ._.....__....,.. .._ A 12/18/17 ISSUED FOR REVIEW 90% CCM Minimum Bending Radius, M- a *{e hist in product drawing,**Quick hi -Contact RFs fors (mm(in}] 254(10) Recomm Bending PrT1t11Itt C)ra..it+1 # S ReCommendedlMaximum Clam{Spacm9 (m(fta}m 1 0/1 2(3,25 f 4.0) _ 39-73;p115' OC-ReElectrsistance Properties � t' ( DC-Resistance Outer Conductor Armor Itl/km{fir1000ft)I-_--079-(0.27) ��� F-37;e25 1813 ir41"4-sumo C oca DC-Resistance Power Cable,13 3mmz{6AWG) (4alkm{02140411}] -1-,4(042) •Patented DC Wire Insulator f taAVYGAknn ,r e Inductance e100-1000Hz (ttwm(pH4t)1 <0.19(0.06) Used at the DC wire connection In distribution boxes, w»apereaPertmxs lbsOOptic Properties prevents potential short circuits a#teieaaf�{11 m141}WNektobe a t Single-mode QuantityFiber sneoeei le °"eteran eaae*�..go.: , 24(12 pairs) •Aluminum corrugated armor with outstanding .. off/ �a -nos OREGON Ow Op Weft."(t)4ren atUtaw marker _._.__. ...... - {lilGti Core/Clad sit z5 bending characteristics eoe ewa°eat7JgairatMrhaltlNtd•MMrw _ krdoexFan-ut ;" c a} C Primary Coating{Acrylate) ipml 245 Minimizes installation time and enables mechanical --' Zge- Secondary Coating Diameter Nominal (pm] 900 cue tet asasnarnlek. aOBAhiarAaar Minimum Bending Radiusprotection and shieldingeercaee. scowee T raw.-nrT (mm(in)] 137{5.4) �`� e. wet • _Optical Loss 0 waveien.gth 1310nm —._ d@ikm 0 s—..m,»..__ a Same accessories as 1-1/4"coaxial cable atr+ •a�•n>Y mw : -- o d `— wsw snm.-mac OOptical Loss wavelength481550nm_ d61km 0.5 as,ectr,awa**naatrleXaw wee F$rS • i % DC Power Cable Properties, _.. mm •Outer conductor grounding 601*MA Wm atUcee-mew '" .. I , a.a we e:71 rte* Size(Power) (mm'(AWG)( 13.3(6) Eliminates typical grounding requirements and saves Quantty,Wire Count(tower), 12(6 concentric eeeoaee.eeres(OrolOrkttAa `r r -.awwm*r ror3 w - ----- is on installation costs Size Ala ( rrn) mm WG __ -_ .,. ( V+_ N 0:8(18) we•apalwa,°aafv�ewnA• T wlPwbM wet ants Wire Court lain ..._ __, 16(9 stranded pairs) •Lightweight solution and compact design x\_ THESE PLANS MD SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE 7�� p 36'TR./32'Nh ' 32"una -wet AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT -.',?Ae ,_,,,.,.._,-,_ ,,__,_ ,_m PVC/Nylon ,,, Decreases tower loading p t DC Power�NN SERVICES.LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MAGE Primary Jacket Diameter,Nominal it ifn{in}] 93(O.36S) U1 ME EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL + eaArrrrrtutrimt NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS ' WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. Environment •Robust cabling "i` *wove .**• :, Installation Temperature 1°C(°F)) 20 to+65(-410+949Ce re a' } Eliminates need for expensive cable trays and ducts •.• e• SITE INFORMATION Operation Temperature (°C(°F)] 44 to+65(-40 to+149) (Armor r r.• .• r'; (nC(°F)] -40 to+70(-4a to+1 58} Optical fiber and power cables housed in o r*,.•r.,• rj Storage Temperature *O ~saws, VERIZON SITE NAME: standards(meets or exceeds) single corrugated cable . Jacket UL2882 Type RHC,UL Listed Saves CAPEX by standardizing RRH cable installation nco.e�Gaware SANDBURG-A Fiber optic UL Listed Type OFNR(UL1666),ROHS Compliant and reducing installation requirements i,i:att,ti int-,r+rrltic-n Alam,Wires UL Standard 1063,1581 WV-1,nnTw oil and Gasoline REst •Outdoor,flame-retardant Jacket View factory test results on-line simply by entering the product serial number ATC#: 414382 SUNRES(Cable meets UL requirements),Rol-IS/REACH Compliant Power Wires For use in a RHCEnsures long-lasting cable protection type per UL 2882,PVC/Nylon,ROHS/REACH Compliant See how RFS'HYBRIFLEX installation tools can simplify and improve field work for you today 6900 SW SANDBURG ST ftFS,,The Clear h(�ice ' tnrwvv.rfsworld.taitn RFS ' ar CPic w ctrld, rrl , TIGARD,OR 97223 48114 06592 tarx ti seriasI Print Date!' 12.6.2015;1 Rev, P4 11eu bate:.12.b,2015 Page 1 of 2 0811448$12.4044.41 Frrilltt.D , t$ .6+2£#S`Rev P41 Rev babi.12.‘,201S' f2 WASHINGTON COUNTY All Information contained in this datasheet is subject to confirmation at time of ordering. AB information contained in this tiatatimet a subject to confirmation at time of ordering. SHEET TITLE: CABLE SPECIFICATIONS SHEET NUMBER: CABLE INFORMATION SCALE: C-3.2 NTS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. . , , verizon'Me�1 „ ,/ I 1B�$EL6tPi11:7,-4 2,:‘,..;`-''':::-:::,:::::,,...)::: :',. -, : ';::::: '... --, sF e i 4 ; [271] ~ r* Toy �iA. Se 4 w' 4' ^BHT ` . L. ( ti s e Y a '•' 1' ..: a y r �x I l #. AMERICAN TOWER® v X57] I AllAlli1; 14iL POWDER RIVER 00°- I' Sol4. /If Engineering Services,LLC //,, y r?{} www.powderriverdev.com ` !40 7. :. 1► LICENSE #: N/A 1 ;� REVISIONS MANUFACTURER: JMA WIRELESS REV DATE DESCRIPTION NT MODEL: MX06FIT845-02 MANUFACTURER: RAYCAP WEIGHT: 51.0 LB MODEL: RCMDC-6627—PF-48 DIMENSIONS: HxWxD: 95.9" x 15.4" x 10.7" MANUFACTURER: RAYCAP WEIGHT: 43.0 LBS IOW' FREQUENCY: 698-798 MHz MODEL: DC6-48-60-18-8F DIMENSIONS: HxWxD: 35.0" x 21.0" x 18.0" M! < 824-894 MHz WEIGHT: 32.8 LBS RRU QTY: 12 1695-2180 MHz DIMENSIONS: HxWxD: 24" x 11" x 11" SCALE: SCALE: 0 01/30/18 100% CONSTRUCTION TRT OVP INFORMATION NTS 5 ANTENNA INFORMATION I NTS I 3 OVP INFORMATION I SCALE: I 1B 01/23/18 ISSUED FOR REVIEW 90% MAG NTS A 12/18/17 ISSUED FOR REVIEW 90% CCM c PR()FES .fi9,:k/00.4:4 1� RAYCAP DISTRIBUTION \ ,;, C igt 47 ���) OVP BOX i,f044,..:14 tct:ifi yll,P le T iI ' ' I411%0 li , r.. f~ yj NS '10 Ta11 "� � �`S �II RAYCAP DISTRIBUTION I ' ,r '-',40411 * �� 4%* OVP BOX 14 �%1� /. IIMOUNTING BRACKET. SII k. .0•TOP BRACKET �� C■ICD / '\ THESE PLANS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE _I AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT � BACK TO BACK ,:„...-4, �'`�� I ♦ SERVICES LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE 7 PIPE MOUNT ,� ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL Ty.s'. S \� '4"`,'" NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS RFS APM40-2 ANTENNA MOUNTING (SITE PRO BBPM—K1) i' � WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. 3 BRACKET (OR EQUIV.), (TYP.) PLATFORM '• SITE INFORMATION I' 'il i OR T—ARM VERIZON SITE NAME: P,,,,,,uung„,.,1„x„,„„,„„,,,,,,,„ ,„„.- ROPOSED ANTENNA I / _-__. w ' '� ......_ ,„.,,,,,,,,,,„. I , , . \ SANDBURG-A 1,17.iPH4H. ATC#: 414382 It►��� � IIIIi -41 i i�ii111i' "= � , ,_�_� 6900 SW SANDBURG ST r TIGARD,OR 97223 4011$4I - WASHINGTON COUNTY MANUFACTURER: ERICSSON i' SHEET TITLE: MODEL: RRUS32 B2 (PCS) V EQUIPMENT WEIGHT: 53.0 LBS NO HIGH STRENGTH BOLTING IS DIMENSIONS: HxWxD: 27.2" x 12.1" x 7.0" BOTTOM BRACKET PROPOSED OR SHALL BE USED DETAILS FREQUENCY: 1850 — 1910 MHz (UPLINK) 1930 — 1990 MHz (DOWNLINK) SHEET NUMBER: RRH INFORMATION SCALE: SCALE: SCALE: 2 C_4, NTS 6 ANTENNA ATTACHMENT I NTS I 4 OVP ATTACHMENT DETAIL I NTS I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Dimensions • Face Width 3.2 m I 10.5 ft ��//����//�� [� Mounting Diameter, maximum 1270.0 mm I 50 in COI Y II Y 1S (� i t O• verizon" ..",,,..,,- 7! 7 Mounting Diameter, minimum 381.0 mm I 15 in E-`' �$ Pipe Outer Diameter 60.3 mm I 2 3/8 in a. l'iB „Er Height 2438.4 mmI 96.0 in MCG2 3 H D- 1 OM-9-96 �!� A Weight 1036.5 kg I 2285.0 lb '41 * �v ' Width 3200.4 mm I 126.0 in � �i. 01-04 4-0 Environmental Specifications ,10:44,4 4114:13, � la AMERICAN TOWER® siti Man Rating 500 lb vertical man load at 15 mph (BWS) > Wind Rating For Specifications, please contact steelproducts@commscope.com or call 800-255-1479 :� `. �� . Wind Rating Test Method TIA/EIA-222 General Specifications POWDER RIVER Product Type High capacity monopole sector frames ,." .;„, - ='"' Engineering Services,LLC Pipe Length 2438.4 mm I 96.0 in '' www.powderriverdev.com Pipe, quantity 9 Includes Pipe mounts Plain end I pipes (9) I Ring mounts (2) I Sector frames (3) I Stiff arm LICENSE #: N/A Material Type Hot dip galvanized steel REVISIONS Mounting Monopole, 381-1270 mm (15-50 in) OD MANUFACTURER: ERICSSON REV DATE DESCRIPTION INT MODEL: 2212 B66 Package Quantity 1 WEIGHT: 82.0 LBS (W/ FANS) Sectors, quantity 3 DIMENSIONS: HxWxD: 16.5" x 13.5" x 12.6" Stand-off Distance 1092.2 mm I 43.0 in FREQUENCY: 777 - 787 MHz (UPLINK) 746 - 756 MHz (DOWNLINK) SECTOR FRAME INFORMATION I I I SCALE: I 0 01/30/18 100% CONSTRUCTION TRT SCALE: NTS 3 RRU INFORMATION 1 B 01/23/18 ISSUED FOR REVIEW 90% MAG NTS A 12/18/17 ISSUEDfytFOR REVIEW 90% CCM I 75 I G I - 1 4 I 3 I 0 ' t ;.. zx">•✓ti T �,A�*Ap•� ..„,,,...,..„ ,,,,,,, 434 ,,,,,„,„,,, s MESA NC. DESCRtPT1ON QTY.. tx• : .. u 3 Angle RC,Mount 4 { c 4 Ptvt.sporty I J2'2inc Pang 5W757'MI < .. I ¢ L 1[ `; 5 iITN IA'Hex SCN DST 6 ...s A T T Last Wacfier,SST 3 % J 5nn*ot 9 rod dud,i."1'X 17 MDQ u i d.'; 3 • ' OREGON .. .. S 71vt�ansher.hardened.713"1 SAE.HEI 4 leiMigatir' s r ; ria B Not.hex henry UT HO G A32S 8 ' IStAffyi per) IC Luck washer,117'HOG & - ,..-44.n:•": Fg { *a,IC.CO 1 11141114 kai e. _rt" .'":'v,,'gj:: c0 e i THESE PLANS AND SPECIOCATIONS.AS INSTRUMENTS OF SERVICE.ARE • 1 : : +'� :: AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFlCATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS y 401 WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. >,,,, y t . iiihSITE INFORMATION IVERIZON SITE NAME:r lit SANDBURG-A ATC#: 414382 r *' 6900 SW SANDBURG ST el 6 A TIGARD, OR 97223 ..» ,A. n Rosen bo fir' MANUFACTURER: ERICSSONMODEL: WASHINGTON COUNTYe WEIGHT: 85 L BS SHEET TITLE: V Universal RRU Mount A aoT�s. DIMENSIONS: HxWxD: 28" x 15" x 10" rB RtxJrld Legs:1/2'to s FREQUENCY: EQUIPMENT o deg A Legs:I tto ar ' .:=7,...,...z,.4,,,,,„,., Ia DW Q NO. D215RRU R BAND 13: 777 - 787 MHz (UL) 746 - 756 MHz (DL) DETAILS scA lilus ffiwsc _ Ace Asn In1 BAND 5: 824 849 MHz (UL) g a «rx�- 869 - 894 MHz (DL) SHEET NUMBER: ISCALE:RRH MOUNT DETAIL SCALE: C-5 NTS I 4 RRH INFORMATION I NTS2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. o verizon ' SDC20 1 211 1 20 kW AC GENERAC` n u A� I SDC20 1 2.51 1 20 kW -AGGEN . ` '. v� T� INDUSTRIAL DIESEL GENERATOR SET INDUSTRIAL DIESEL GENERATOR SET ModEPA Cart" Stationary EmergencyEPA Certified Stationary Emeryenesy A.STANDARD FEATURES StiodThy Pater *IES M At TOR SYS URE AMERICAN TOWER® 1 20 MN AC,601 • • rt Wilton Mat • M I •hir Clams wer&arca Inektor • *Me Finks Stle Dom • Fee Gust • y3 Pitch • fEeli Performance +MD e • Steens Steel Feeble Uwe Cameleer, • Slowed Sts * &Mated Dow GENE AC * &haud Skew with Ore * pe yr Map''.f. ,x Power tip * ~• ..,:Ak•In*Looms /^► wx�= • Rectory Feed OE 4 Cookird • Awnless,Weding * SkaSe DOX Latch limkede vsth IM&Moe* * ant • ''-7 et Powdw Cast Fuel * 150 fPfe WM Reath POWDER RIVER • Primaryftel tear • "` "` Merkel, * D` Engineering Services,LLC Lscing and" * 4Poker"Systemwww,powdemivedev.com • Rem Nemec*Spirt Warmed • 12OYAC •• UWOzone Resisted Hoses MUM Cape*Adernator FUEL TANK ISO • System * * is til 142 LICENSE #: N/A ' °` * Factory-theaded Wake • TOR • G REVISIONS MI• � Theme Vete Lker) REV DATE DESCRIPTION INT • 50310 E • ide Service • Fadory Premed T t'S `l *Wear Drain Unwise * lerenal Gime Puck I •Nem Bane/dem itrwuror41f lattstiaz rogue alp • SeetiratiO0 of • Full LevelGatee and Sender Bectrield * Hest Medd • Cheek VaVe et Lee • Weary Cbargew Alernand • feth fired eimpoed Eared Ftheo • fire-Rated Hose •ARM MD Proof Nary . • Sham Enclosed Villakt Genersem • RterloCtot'"-Teemed Polyester Peeler Dart Codes and Standards PoweringAhead * COW • S •Stainless Sthei Mame 0 01/30/18 100% CONSTRUCTION TRT Gowns dtothoots mo • sed B 01/23/18 ISSUED FOR REVIEW 90% MAG 1& • • 12 T Soll Contemned For A 12/18/17 ISSUED FOR REVIEW 90% CCM man over 50 years, C Nis'. . ':ets.r,Intal • • eted • 25 Ft*Fh Cordelomed UL ,UL ,at;,UL.142,UL•,t N.; �y gtlg • to P rR insuresGown superior ty by and CO t M • y e ` ►It+i,4 -451: 1 e 3 A 7,70,99, 110r119retdactyaing OI its r , ,' Ug • • a and base I and • tt Ceram • e * Lieferecr Pm-WM Nave-ley Ceded Proonow ' ; consuricatiors rg * 7 mebie • Dead • pry Cooed ogrammider Emcee 0 tEC700, * C • FuelOryd t t5 9 a 1d9 . . configurations • i • * R Dry Cooed OREGON 4, and <arta : ,alb az Y1 tthe standby needs •ALPtio.son"DWI • itct * At ea,t * • & kr Ti sad e , tr Fill System StemQ `a of 211y & brt • IS , takiaoniterbei ii Peers a • •{le • E I' RA !0 ISO ,7637, 8, 1 • • fedi 1a I 1 l ) •• af KW OQ e W,,GeneraC X14 the Telt I • 2- e rr4Atarrw, s,andE * Alms aed Weave Spathe Oa(Nolen"'Corks)pow 4u generabrs,We choosel that * •AMA 0,Mai, 6 ,AS1 :. M1 da } 9 i a underadverse Moithut metope •Power Facer uyu� y Led • . • kpW� Toed g talst Sake Boards THESE PLWS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE ANSI * �liCi M •NSP * SERVICES,ELLC WHETHER THE PPROJECTS PFOR WHICH THEY ARE PM E kilalliMa�a�ei ytdMyi yyygW NYa71 C62.41 '(, ' ;:.,� t i M customs' * ' AR • NOTE EE USEDD RBYOANY ERSON OR ENTITY ONT THESE DRAWINGS AND S OTHI R PROJECTFICAll ONS S service * WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. •S •cerchase. • 15 SITE INFORMATION Sort * T • D2 rnsac Dais Lodilif • c t • , ISO®(A Pretend VERIZON SITE NAME: SAN DBURG-A ATC#: 414382 • Enloe Speed 6900 SW SANDBURG ST OPTIONAL SHIPPED LOOSE AND FIELD INSTALLED 4 =Mk SYSTEM ELECTRUM!.SYSTEM FUEL SYSTEM TIGARD, OR 97223 Q 0 Pad telth ° T' WASHINGTON COUNTY 21 Used Atetritiator o E E•Sbp 0 Beene Tx*Vet D End See Roe Drab®xk SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: GENERATOR DETAILS SCALE: 1 C-6 NTS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. verizon " SDC20 2.51 20 kW - AC �ENERAC' I IFVOUIrrFNAL PCYL r R SDC20 2.51 I 20 kW -AC GENERAC •�4�.rern�*L INDUSTRIAL DIESEL GENERATOR SET INDUSTRIAL DIESEL GENERATOR SET I EPA Cedtifiel Stationary Emergency EPA Codified Stalionary Emergency APPLICA AND ENGINEERING DATA OPERATING DATAA 1 ENGINE SPECIFICATIONS POV/ERRATTOS AMERICAN TOWER® General rp System Sbgte.lrase 12(240 VAC @I Opf 20 kW Ana:83 ' Chart Breaker 1W Maks Mllautnd Syekm Type Forced C4cdetbn EPAErramiaree Compliance Wan Tlr 4 Water Pump Type Carted Purp Wider! 4 Fn Type Rahn FUEL CONSUMPTION RATES' ^� Type _Lire Fn Spad GMn) 2103 Diesel.9Dh(lph) Dieplaot•L(Cub) 2S Fan(158) •Diameter cis) 4318 tti� Percent Lod z POWDER W D E R RIVE R .rn Bae•+nae(ay 88(35) Codrt Hada Welt eye 1000 25% 0.74(2.80) Engineering Services,LLC Stoke-rem IM 109(4.1) Coolant HeStanttard Voi'pe 120 50% 099 75 www.powder verdev.com Compresaa Ratio 21 �' ) 75% t Al(5 3i!) Intake Ai Method hardy Aspirated FUBI m 100% 1.90(719) LICENSE #: N/A Engine GcdrefnirlQ F1aal Type Ube Low Sa�rr duel 12 *Fuel supplyinetethtloa cord sero msdeta Irl aonsurriioa raid at 100%lord. REVISIONS REV DATE DESCRIPTION INT Feel Speclic as ASTM COOLING Orem Beehives hottuanore Fend A.0 (tremors) 6 Fsa*rrcy Paprilm Stale) *0.28% Feel ktlett Pap Mala Bosch rector Type Engles Driven Ger Coolant Row per Imine gpm(Mm) 119(45) LtbrIc8tba Sysiem ERIN Type Diead Coolert System Capacity Bel lU 33(13.2) Red Lie•nen(n.) 6.f1(180 Heal Rejection lo Cooled BTLUtr 86200 3`_' 0 01/30/18 100% CONSTRUCTION TRT al Pohl Typ Teandd Ger Pump � Air dm(m any 2n (87) B 01/23/18 ISSUED FOR REVIEW 90% MAG 081 Type f�1 Pew.Ful Fre rI al System Mm.r•� r 1:�After!Telraprattre Demote) •F(V) n(254A 12/18/17 ISSUED FOR REVIEW 90% CCM Contort P. ,.,, -L(de) 8.6(6.9) Madaeen BackPneuee b H2411 050 B Chaps/Atamalr 12v�50A COMBUST ori AIR RBauIREMENTa , p PR©fFS Baer s;>. 850 CCA c; GINESystem 's/© Beery Grow Standby d , � F9 8eey Volpe 12 VW al Paw dm(moMrby) 88 C19) Geoud Polarity Napa EMIT* EXHAUST s>.ndiry &Why 4" OREGON i. Rated En**Speed rpm 1000 Earl=Fix fluted Output) clan fierYmke) 193(na I I ./ ALTERNATOR SPECIFICATIONS Harrperrr at Rated kW** Im 33.5 Max Beekpr.earm(Poet Worm) Mtp.Po) 1.38(4.67) • 9 �`� Simard Maral Mees AMe ECP 28-21/4 Burns Dual Sealed Pham Sped ftimin 1220 Freud Tempi r;= Output•Poet Silencer) •F(CC) 928(407.7) a W • 111,44. "% } BMEP poi 98.5 Poles 4 Corby Bt Pully R e�il TYa � RwoYbrg LCCfb Lad ao -Standby 100% e , nReece L Claw• H De Shat drtut Tat Yee THESE PLANS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE Morel=Cites AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT Stela Re,�. yos SERVICES.LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE .Stair H �Reader T' r LSI T` ME E%ECUIED OR NOT. THESE DRAWINGS AND SPECIFlCATIONS SHALL Hama* L ye__ NOT eE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS Told�~�•��~Distal= <5% N�lbaf�Sensed Pliers � WITHOUT PRIOR WRITTEN CONSEN/OF THE ENGINEER. Teledyne hirkerenceFedor(TF) .c45 Remand=Aaaray(flesh Bre) ±1.0% SITE INFORMATION SWAM WWI= MAIM VERIZON SITE NAME: SANDBURG-A ATC#: 414382 RATING DEFINITIONS b�,w6900 SW SANDBURG ST Matey-APP a for a varying eminency bed for the heron of a poem adage o*no coral I •'Rehr ieetrr fA4SMer b minim tor mil WWII,pepoaa TIGARD, OR 97223 Derek*-Opeatted ettarrbuieeoa candler neminam smear eoedtkae.Dents tacbrs may appy ender elypleal site sandbar. WASHINGTON COUNTY Please rows!a Garr Power Systems'duals'Dealer kr eddiond Male.Pi perbrrmnoe refine is accaiece with IS03046.585514,1808628 end 08+6271 shmerds. SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: GENERATOR DETAILS SCALE: C_7 NTS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. sf SDC20 I 2.51 GENERAC irwI iAL verizon ' INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency DIMENSIONS AND WEIGHTS* _ _ . iNi sisT AMERICAN TOWER® , .„.......„_, 1 hiliJ. . ,,,,,, 1I i =s 1 1,1i X11 1 r 1U-11 j[{ 1.;74 . '� 1111/11,:1,7.� ,,*11fI1Is r�i:I 1 i I1.1 • i <� 11._ I II r, "` POWDER RIVER � "' f Engineering Services,LLC immi ii-- • www.powderriverdev.com i II i r a1. I 111 r .fr.: 1 ffff��� �.,,,,�,�.. .ha:r LICENSE #: N/A III I REVISIONS 4' - ..,-... REV DATE DESCRIPTION INT i III 1 0 / % CONSRUC B 0101/30/23/1818 ISSUED T FOR REVIEWTION 90% MATRTG A 12/18/17 ISSUED FOR REVIEW 90% CCM -4 .i I 111111111111111111111111 . amu i��11 : _ , ',}P�(f ti osameces is Ai 781M38 -7 ,r Level 2 Seth ORENN AN. "0 g " + ► Ran limeH 4s � • W. ,.. LxWxHm 4Ix3x9i (12-194715x ) THESE PLANS AND SPECIFlCATIONS,AS INSTRUMENTS OF SERVICE,ARE ] AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT N SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE Level * tsend osas a ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL 4Ae1 NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS SAMS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. YOUR EMMY reifaNZED tI'i0`- itediSIBIAL KALB SITE INFORMATION VERIZON SITE NAME: SANDBURG-A ATC#: 414382 6900 SW SANDBURG ST TIGARD,OR 97223 WASHINGTON COUNTY t*Sitedir4ortderscen�p a.kP trip. L a 6x i SHEET TITLE: Genera Pow Systems,km. I P1)J3os8 1 W ad SSW nomadNo.1000001144 EQUIPMENT P;1 )544-41111 02017 Gm as Pavel$ s,as.AN titats assessed.Ad..1 i,p,r,I.,ea maser to Frirc J 2/27/77 DETAILS SHEET NUMBER: GENERATOR DETAILS SCALE: C_g NTS THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. \i „fr, verizon V COPPER BONDING CONDUCTORS TO CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS r��� 3/8" BOLT AND I HARDWARE (TYP.) oo „ J �, ®�o �, _ 0 AMERICAN TOWER® 44 Eil®Q.0®0011004 �s� :11117fri: CHERRY BUSS BAR ®®o s ®O 0 I NSULATOR (TYP OF 2). u� ^^J ®0 0 I NOT USED WHEN DIRECT i�'� ;'v 0 ® rJ 0 J/ •� ATTACHMENT TO TOWER '0 / 4®®0 sr.k, 0 �" 4STEEL IS REQUIRED /81014 " � 0 Q, POWDER RIVER 7 Engineering Services,LLC 4"x24"xl/4" TINNED COPPER ��� 1011. www.powderriverdev.com GROUND BAR (HAGER OR APPROVED EQUIVALENT) / LICENSE #: N/A WALL MOUNT BRACKET #2 AWG SOLID TINNED COPPER OR ANGLE ADAPTER REVISIONS CONDUCTOR TO MAIN GROUND (AS REQUIRED) REV DATE DESCRIPTION INT BAR OR EXISTING GROUND RING (TYP.). CADWELD TO BUSS BAR AND GROUND RING 0 01/30/18 100% CONSTRUCTION TRT GROUND BAR DETAIL SCALE: B 01/23/18 ISSUED FOR REVIEW 90% MAC NTS A 12/18/17ISSUED FOR REVIEW 90% CCM NOTES: 4"r+,' O PROP&�r 1. CADWELD "TYPES" SHOWN ARE EXAMPLES. CONSULT WITH lir, 1 `#pi+C 0 CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF `a CADWELDS TO BE USED FOR THIS PROJECT. j 2. CADWELDING IS NOT ALLOWED ON CROWN CASTLE TOWERS. OREGON A., , ,edi. 9 4E. /.....----....N -0°' Q4 ;M s"- *") 12 1THESE PLANS AND SPECIFICATIONS.AS INSTRUMENTS OF SERVICE.ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER TYPE 2—YA-2 TYPE VS TYPE YGHG . SITE INFORMATION VERIZON SITE NAME: SANDBURG-A -et, ATC#:414382 III \ o ----'1411...._ 6900 SW SANDBURG ST 1 TIGARD, OR 97223 WASHINGTON COUNTY SHEET TITLE: TYPE GT TYPE YA-2 TYPE PT GROUNDING DETAILS SHEET NUMBER: NOT USED I SCALE: SCALE: NTS 13 CADWELD CONNECTION TYPES I NTS I 2 E-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. L