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i HEGEIVED ■ zoriv( ATC ASSET #: verizon 82805 OCT 3 0 2017 WY OF TIGARD , ING VERIZON SITE NAME: CITY Oi TIGARD TIGARD / 99 HD REVIEWED FOR CODE COMPLIANCE Approved: f AMERICAN TOWER® OTCs [ 1 I'crrnitF'' - LOCATION: Address; L,2 -,_- -OK .A� S • . . ______ HV VY,SW PACIFIC HY TIGARD OR 97223 ►. YY POWDER RIVER SITE INFORMATION By: !� �'�: Date: l ( Engineenng Services,LLC TOWER OWNER: AMERICAN TOWER 78' MONOPOLE www.powderriverdev.com WOBURN, MAT 01801 WAY MODIFICATION OFFICE LICENSE #: N/A MA SITE ADDRESS: 12925 SW PACIFIC HWY REVISIONS TIGARD, OR 97223 VICINITY MAP SITEPHOTO DRAWING INDEX REV DATE DESCRIPTION INT COUNTY: WASHINGTON COUNTY SHEET NO. DESCRIPTION REV LATITUDE: 45.42663' s„. LONGITUDE: —122.77986' �' T-1 TITLE SHEET 0 GROUND ELEVATION: 193 FT' AMSL i OCCUPANCY TYPE: UNMANNED 'fir- s` ^max= '•• ' ' ' sfy GN-1 GENERAL NOTES D 0 10/25/17 100% CONSTRUCTION JED ZONING JURISDICTION: CITY OF TIGARD lie„..W `ke„xF r k_ GN-2 GENERAL NOTES o B 10/13/17 ISSUED FOR REVIEW 909 JED ZONING CODE: C—G a -. A 10/04/17 ISSUED FOR REVIEW 909 Cv, PARCEL NUMBER: 2S102BD02600 4o,,' St ppp POWER PROVIDER: PORTLAND GENERAL ELECTRIC 'R C-1 SITE PLAN 0 tO TRofett TELCO PROVIDER: FRONTIER ',. 4 ',yi , S Q�, rfry 1^-,,, C-2 ELEVATIONS 0 61 s1 r`g C-3 ANTENNA PLANS 0 '�/ CONTACT INFORMATION 42 • % ITE C-3.1 RF INFORMATION 0 c 78868 e 12925 SW Pacific Hwy,Portland, SITE ACQUISITION: OR 97223,United States N C-3.2 CABLE SPECIFICATIONS 0 POWDER RIVER DEVELOPMENT SERVICES, LLC. As 3_” C-4 EQUIPMENT DETAILS 0 219 S. WOODDALE AVE. , 34, OREGON As, EAGLE, ID 83616 ' s T�. ' C-5 EQUIPMENT DETAILS 0 • 0441 CONTACT: OWEN NASON 3#mei Tgarm b• �� Qp�� 424 PHONE: 262.385.3174 - � � • � �`�� 9 EMAIL: owen.nason©powderriverdev.com •���• E-1 GROUNDING DETAILS 01111414: ^�i f' _ �,.' A&E SERVICES: POWDER RIVER ENGINEERING SERVICES, LLC. cw Park 3'. 219 S. WOODDALE AVE. = NOT TO SCALE _ AND J `" NN Pa',.M1aph'.3 Toke"N BD*'F DL._ _.. �'� .. TAND ESHALLSREAWN THE PROPERTY NOFS.ASI NSTR POW+ RFDSEVELOPMENTE EAGLE, ID 83616 SERVICES,LLC WHETHER THE PROJECTS FO' RICH THEY ARE MADE CONTACT: JASON DOCTER , , ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS PHONE: 814.673.9311 DRIVINGDIRECTIONS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. EMAIL: jason.docter©powderriverdev.com SITE INFORMATION ENGINEERING: A CONTACT: DONALD W. GEORGE, PE, SE, MLSE DIRECTIONS FROM PORTLAND INTERNATIONAL AIRPORT: PHONE: 208.938.8844 VERIZON SITE NAME: EMAIL: don.george©powderriverdev.com TAKE 1-205 SOUTH TO 1-5 NORTH. TAKE EXIT 292 (HWY 217). TAKE TIGARD/99W (EXIT 6) AND TURN LEFT ON HWY 993W. PROCEED WEST ON 99W (SW PACIFIC HIGHWAY). SITE IS ON WEST SIDE OF HIGHWAY 99W, ONE BLOCK SOUTH OF WALNUT STREET, BEHIND A SCOPE OF WORK TIGARD/99 HD PROPERTY OWNER: SMALL STRIP MALL WITH A GREEN ROOF. ATC#: 82805 PENNEY KIM 395 NW SILVERADO DR. BEAVERTON OR 97006 — REMOVEE (9E (3)NTENNASRFRO 0TOWER 12925 SW PACIFIC HWY — WER APPLICANT: — INSTALL (6) ANTENNAS TO TOWER TIGARD,OR 97223 VERIZON REAL ESTATE — INSTALL (9) RRUs ON TOWER 5430 NE 122ND AVE WASHINGTON COUNTY — INSTALL (6) RRLs IN SHELTER PORTLAND, OR 97230 — INSTALL (2) OVP ON TOWER & (2) ON SHELTER CONTACT: ANNA LEE THOMPSON — INSTALL (2) HYBRID CABLES ON TOWER PHONE: 503.408.3464 SHEET TITLE: EMAIL: anna.lee—thompson©verizonwireless.com TOWEERANOWNER: AI TOWER TITLE SHEET 10 PRESIDENTIAL WAY DO NOT SCALE DRAWINGS APPLICABLE CODES WOBURN, MA 01801 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 I 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 ve ri zo n 2. ALL EQUIPMENT SUPPLED 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. MSHTO (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 III: 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 PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON PROCEEDING WITH THE WORK. 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. OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER NEEDED FOR EXECUTION OF THE WORK. 3.7 AGGREGATE ACCESS ROAD AND SITE 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 DIFFICULT TO INSPECT. AMERICAN TOWER® IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE TOWER COMPOUND TO THE LINES AND GRADES INDICATED ON THE 1.4 SITE MAINTENANCE AND PROTECTION BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE WORK. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF-ROLL A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM ^ CONTRACTOR. 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 SI COMPACTED TO NOT LESS THAN B. CONTACT THE ONE-CALL UTILITY LOCATION SERVICE PRIOR TO ANY FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR THAN 12-INCHES BELOW THE ORIGINAL GROUND SURFACE: 95:2:OFO THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND L.- ROOTS, STUMPS AND OTHER DEBRIS, BRUSH AND REFUSE PROCTOR TEST ASTM D 1557. REPLACEMENT U UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION UTILITIES VERIFIED. WITH THE EXECUTION OF WORK. 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. TAKEd4ASSIL 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 NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE FACILITIES AS REQUIRED BY THE CITY OR GOVERNING AGENCY. WORK. 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 DKEEP SITE FREE OF ALL PONDING WATER. UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF OPERATION, ROLLING THE MATERIAL AS SMOOTHLY AS POSSIBLE. D. ALL LOCAL AND STATE REGULATIONS. TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER 1. OVERLAPS PARALLEL TO THE ROADWAY AND SITE WILL BE Ti.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 POWDER RIVE R DEPARTMENT OF TRANSPORTATION &STATE IN WHICH THE PROJECT INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE IS LOCATED. SEPARATELY FOR REUSE, AS DIRECTED BY THE CONSTRUCTION ROADWAY OR SITE SURFACE WIDTH (I.E., WITHIN THE SHOULDER Engineering Services,LLC THOSE IN THE COST OF THE WORK TO VERIZON, SUPERVISOR. WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED 12.FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE,AND DETAIL F. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, BETWEEN THE CENTERUNE AND THE SHOULDER. PARALLEL WWW.pOwdefIVefdeV.COm WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE. DRAWINGS HAVE PRECEDENCE OVER SMALL DRAWINGS. CHECK ACCURACY OF FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT DEMOLITION COMPLETELY WITH SUITABLE FILL. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. FABRICATE ANY MATERIALS OFF SITE, NOR DO ANY CONSTRUCTION UNTIL THE D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL THE END OF A ROLL SHALL OVERLAP IN THE DIRECTION OF PART II: PRODUCTS ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL All DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. (PREVIOUSTOP) LICENSE N A 2.1 SUITABLE BACK FILL: EXCAVATED INORGANIC MATERIAL, COHESIVE AND THE AGGREGATE PLACEMENT ROLL ON AND # FIELD DIMENSIONS. BURNING IS NOT PERMITTED. II NON-COHESIVE MATERIALS, INCLUDING GRAVEL SAND, INORGANIC LEAN SHALL HAVE A MINIMUM LENGTH OF 3 FEET. 13.THE CONTRACTOR SHALL NOTIFY THE VERIZON CONSTRUCTION SUPERVISOR OF E. PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE 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 EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OFBETWEEN 10 AND 12 INCHES LONG TO INSURE STABLE REVISIONS MATERIAL FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER CONDITIONS PRIORDRAWINGS, AND ASCERTAIN THE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN REV DATE DESCRIPTION INT 14.THE CONTRACTOR SHALL THAN 3-INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE EXECUTING THE WORK IN QUESTION. FEATURES INDICATED ON THE NOTIFY THE VERIZON CONSTRUCTION SUPERVISOR IF EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL OR FILL MATERIAL AS LONGITUDINAL SEAMS AT 25-FOOT CENTERS AND TRANSVERSE DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT STRUCTURE, CULVERT, STREAM CROSSING OR OTHER REM 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 OBJECTIONSUTOT THE DESIGN.GDETAILSRMODIFICATIONSFE ANYYSOBSTRUCT NOTIFY THE VERIZON CONSTRUCTIONACCOMPLISHMENT SUPERVISOR OF 2.2 POROUS AND NON POROUS EMBANKMENT AND BACK FILL: CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCHES (COMPACTED) INTENDED TO SHOW THE END RESULT OF THE MINOR OBSTRUCTIONS THAT WILL PREVENT OF THE 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. B. PENNSYLVANIA: PER SECTION 206, PUBLICATION 408 SHALL BE END-DUMPED ON THE FABRIC FROM THE FREE END OF PART OF THE WORK. 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 B. OHIO: OH DOT, ITEM 304 REQUIRED TO BE REMOVED FROM THE SITE.) E. THE AGGREGATE INCHES OF AND BASE MATERIAL BEN IMMEDIATELYEDE0 10/25/17 100% CONSTRUCTION JED FABRIC. PROCEEDING WITH THE WORK. B. PENNSYLVANIA: SYY LVV ANIA: PER PUBLICATION 408, TYPE 2A 16.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED C. WEST VIRGINIA: PER ASTM 2940-92 3.2 STRUCTURAL EXCAVATION COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING 2.4 GRANULAR BEDDING AND TRENCH BACK FILL: WELL-GRADED SAND 1SW OR A. FOUNDATION EXCAVATIONS SHALL BE CUT TO FIRM MATERIAL HAVING AS PROVIDED BY THE MODIFIED PROCTOR TEST,ASTM4 D 1557. B 10/13/17 ISSUED FOR REVIEW 90% JED THEIR EXACT MEANING,THE VERIZON CONSTRUCTION SUPERVISOR SHALL BE SW-SM)AND THE FOLLOWING: A SAFE BEARING VALUE OF 3000 PSF AND SHALL BE FREE OF ALL 3.8 FINISH GRADING LOOSE AND WET MATERIALS. IF THE BOTTOM OF THE EXCAVATION IS A 10/04/17 ISSUED FOR REVIEW 909, CLA NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. A. OHIO: PER OH DOT, ITEM 603 A. SURFACE ALD SUISHED GRADING TO POOVIDE SMOOTH, RVEN 17.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, B. PENNSYLVANIA: PER MSHTO #57 NOT FICM AND STABLE,RDEAOND IWITHE AN ADDITIONAL E2 INCHES, SURFACE AND SUBSURFACE DRAINAGE. OF THE ENTIREEAREA WITHIN FRAMING, HANGERS OR OTHER SUPPORT FOR ALL OTHER ITEMS REQUIRING THE C. WEST VIRGINIA: PER WV DOT SECTION 604 COMPACT SUB-GRADE AND FILL WITH 12 INCHES OF SELECT THE RS CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH Go PROPe SAME. 2.5 CRUSHED STONE SURFACE COURSE FOR ACCESS ROAD: AERAL FILL. ALL SURROUNDINGISACTTOPOGRAPHY AND STRUCTURES. �'1 18.CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE A. OHIO: PER OH DOT, ITEM 304 B. AFTER EXCAVATION,NYTHE EXPOSED SOILS SHALL BE ASIDIRECTEDRECTE AND B. EXCAVATIONUTILIZE ORIN FILL MATERIALS RESULTINGFIFROM THE Ss�,'. USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME B. PENNSYLVANIA: PER PUBLICATION 40B,TYPE 2A, TESTEDAND ANY UNSUITABLERING DEPOSITS REMOVED AEASSHALL WORK IN THE REPLACEMENT CONSTRUCTIONFOOF FILLS, E EMBANKMENTS tt 4,i 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 REACH SUITABLEFILLED WITHBEARING SOIL ALL STRUCTURAL FFILL ORD AREAS AND REPAIROA THE OADAND REMOVED UNSUAREASITABLE E MATERIALS.UR �IN E.6". /0 SUPERINTENDENT. SECTION 704 OR CRUSHED LIMESTONE PER ASTM 2940-92. CE BACK ISELECT ELEVATION OF THE BOTTOML WITH LEAN C. C URE OFT ROADS SURROUNDING N USED DURING f 19.DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS 2.6 CRUSHED STONE SUBBASE FOR ACCESS ROAD: CONCRETEUNAFILL INDICATEDO THE NTHDRAWINGS.THE OF FOOTING OR THE CASE THIS WORK TO THEIR ORIGINAL CONDITION. '`/ FOUNDATION AS ON THE ATION3.9 SECURITY. FENCEO CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT.ANY ERROR, A. OHIO: MSHTO #57 CRUSHED UMESTONE C. PRIOR TO PLACEMENT OF CONC. FOUNDATIONS, THE SURFACE ON A. THE BOTTOM OF THE FENCE SHALL BE 2 INCHES BELOW THE TOP 7•"'•'f• OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF B. PENNSYLVANIA: MSHTO #57 CRUSHED UMESTONE WHICH THE CONCRETE IS TO BE PLACED SHALL. BE COMPACTED TO OF THE COMPOUND GRAVEL IF THE SITE CROSSES FEATURES SUCH THE T-MOBILE CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR 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 CORRECTION 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 UMESTONE 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 409, TYPE 2B THE BASE MATERIALS HAVE BEEN INSPECTED BY THE VERIZON VERIZON CONSTRUCTION SUPERVISOR. PRIOR TO PLACING A AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO C. WEST VIRGINIA: AASHTO #57 CRUSHED UMESTONE CONSTRUCTION SUPERVISOR. COMPONENTS SUCH AS FABRIC, RAILS, TENSION WIRE AND GATES. '\ 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 OREGON 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 SET OF BLUE OR BLACK UNE PRINTS OF CONTRACT DRAWINGS AND SHOPOF 95% OF THE MODIFIED PROCTOR DENSITY OBTAINED IN ACCORDANCE LEAST 75% OF ITS DESIGN STRENGTH OR HAS CURED A MINIMUM OFre 4i, DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE BITUMINOUS-INCESIN MATERIAL,NYDIMENSIONNATINE DEBRIS WOOD, STONES IN EXCESS OF7 DAYSFURNISH AFTER SETTING THE POST. �'���� " 7 i SONS RU ANY AND E DETERMINED BYGI THE WITHFIL ASTM4 D-1557. B. HALLALLOW GATES WITHAT NECESSARYFITTINGSD180 AND HARDWARE.LERG BS 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 AVEWING GATES TO SWING LO DEGREES. PLUNGER BARS014 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 � I' AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A DL MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE MIDDLE POINT ARRANGED FOR PADLOCKING. GATES SHALL HAVE i't. � ...^,.."' 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 UTIUTIES, 6-INCHES WIDE WITH A MINIMUM SHALL HAVE BEEN REMOVED AND THE EXCAVATION CLEANED OF ALL THE MANUFACTURER. THESE PLANS AND SPECIFICATIONS.AS IN F 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 MD SHALL REMNN THE PROPERTY OF P• y'',R DEVELOPMENT INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL WIRES, B. BACK FILL BY PLACING AND COMPACTING SUITABLE BACKFILL WITH THE FOLLOWING SPECIFICATIONS: ARE EXECUTED OWHETHER THESE DRAWINGS MD SPECIFICATIONS SSHALA. 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 65B-662, 667, 668, 670-673 NOT BE USED BY ANY PERSON OR ENTRY 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-B06, 808-611, 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 i UTIUTIES. 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: 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 VERIZON SITE NAME: 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, AND BARBED WIRE. USE APPLICABLE PROVISIONS OF ASTM FOR ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE BOB, B64-B65 TIGARD/99 HD 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 COMPACTNE EFFORT. ATC#: 82805 CONFORMING TO ASTM A392 2-INCH MESH 9 GAUGE WIRE (0.148 D. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF INCHES IN DIAMETER) WITH THE TOP AND BOTTOM SELVAGES TWISTED 90% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED AND BARBED. PROFORCATTTOLEAST 7 DAYS OR COMPRESSIVE STRENGTHTEST C. DO NOT PLACE UNTIL THE R ESTS�INDICA ED 12925 SW PACIFIC HVVY C. POSTS THAT THE CONCRETE HAS ACHIEVED MORE THAN BOX OF ITS 1. UNE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 SPECIFIED 28 DAY COMPRESSIVE STRENGTH. TIGARD,OR 97223 INCH O.D. 3.5 TRENCH EXCAVATION 2. END CORNER, PULL POST AND GATE POST SHALL BE 2-7/8 A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES WASHINGTON COUNTY INCH O.D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE VERIZON 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 O.D.), B. THE TRENCH WIDTH EXTENDS A MINIMUM OF 6 INCHES BEYOND p/� SCHEDULE 40GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM4 EACH OUTSIDE EDGE OF THE CONDUIT OR OUTERMOST CONDUIT, GENERAL A120. 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. I PROJECT SPECIFICATION 16000 (ELECTRICAL) PROJECT SPECIFICATION 16670 (GROUNDING) PART III: EXECUTION PART I: GENERAL PART I: GENERAL 3.1 PREPARATION 1.1 SCOPE:THIS SPECIFICATION DESCRIBES THE MINIMUM REQUIREMENT FOR 1.1 SCOPE A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE ve ri zo n INSTALLATION OF ALL ELECTRICAL SYSTEMS. A. THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, FREE OF PAINT, GALVANIZING DIRECT CORROSION ETC,. 1.2 REFERENCES:THE PUBLICATIONS LISTED BELOW FORM PART OF THIS INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE. ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR B. APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED 3.2 EXAMINATION CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE IN THIS SPECIFICATION INCLUDE THE FOLLOWING: A. EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, 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 • APPLICABLE 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 E. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), 8. ICE BRIDGE SUPERVISOR DURING THAT PERIOD OR THE CONTRACTOR SHALL PROCEED. A 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 TOWER® 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 ) ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES AND WILL NOT D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) HANDLE TEST INSTRUMENTS IF AT ALL POSSIBLE. ,, A. ITEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR FIRST-CLASS CONDITION. F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE iii;'4�. B. SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN " , APPROVAL OF THE VERIZON CONSTRUCTION SUPERVISOR. G. U.L. (UNDERWRITERS LABORATORIES) HAZARDS INVOLVED. 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: BUT NOT LIMITED TO, GROUNDING ELECTRODES, BONDING JUMPER AND CLOSE OUT DOCUMENTATION POWDER RIVER 1. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE CLOSEOUT BOOK CONTAINING THE FOLLOWING: SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. THAN ONE TYPE COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, A. AS BUILT DESIGN DRAWINGS Engineering Services,LLC 2. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT B. SWEEP TEST RESULTS 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-STRNDED TYPE, THHN OR THWN DIAGRAMMATIC.THE CONTRACTOR SHALL PERFORM A E. SIGNED OFF PERMIT CARDS REV DATE DESCRIPTION INT 2. #10 AND SMALLER-SOLID TYPE THHN OR THWN GROUND-RESISTANCE-TO-EARTH TEST. SHOULD THE INSTALLATION F. CERTIFICATE OF OCCUPANCY 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 0 10/25/17 100% CONSTRUCTION JED COVER PLATE, SIERRA PLASTIC STYLE, IVORY COLOR. SYSTEMS. B 10/13/17 ISSUED FOR REVIEW 909. JED D. COAXIAL CABLE SUPPORTS 1. ALLWAVE GUIDE SUPPORTS SHALL BE 5. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW MANUFACTURED TO MEET ALL COAX MINIMUM BENDING FINISHED GRADE WHICH ENCIRCLES THE TOWER AND EQUIPMENT AND A 10/04/17 ISSUED FOR REVIEW 90% CLA REQUIREMENTS WAVE GUIDES, AND B1587 FOR 6 WAVE GUIDES. ARE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH SUPPORTS SHALL BE PROVIDED 3'-0'ON CENTERS. SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. PART.1III:REPA ATIO 6. TIGHTENNGROUNDING C AND BONDING CONNECTORS, IUBING SCREWS �� tri PROpc , 3.1 PREPARATION AND BOLTS. IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED ��11��//J4 A. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE VERIFY EACH MEASUREMENT. MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, B. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE + N9 LOCATE EXISTING UNDERGROUND SERVICES. SPECIFIED IN U.L 486A TO ASSURE PERMANENT AND EFFECTIVE iff 3.2 INSPECTION GROUNDING. A. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS 7. APPLY CORROSION-RESISTANT FINISH (NO-OX)TO tit Teen 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 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 V OREGONA 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. FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL B. GROUND RODS 0% ''!i• 9 it"� IN THE BOTTOM BEFORE CONDUIT IS LAID. 1. GROUND RODS SHALL BE 5/8' DIAMETER 8'-0"LONG, COPPER CLAD M C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO DRIVEN ROD(S). ! s 100-FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. 2. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF W. 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. DRAWINGS. E. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED 3. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM SPACING OF RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THESE PUNS AND SPECIFICATIONS.AS INSTR •F SERVICE,ARE THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL 8'-0'AND A MAXIMUM SPACING OF 10'-0'. AND SHALL REMAIN THE PROPERTY OF POW 11a- DEVELOPMENT BE 4 FEET BELOW ROADWAY GRADE. 4. GROUND RODS SHELL BE BURIED BELOW THE FROSTLIKE. AT NO SERVICES.LLC WHETHER THE PROJECTS ED' "HIGH THEY ARE MADE F. MARK UNDERGROUND CONDUITS WITH A 6-INCH WIDE RED TIME SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. ARE EUTDCY THESE NAINGSMISPCATION� CEEDEBT.PORENTRY ON PROJECTS POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE 5. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: ENTIRE (10) FEET, SHALL BE DRIVEN AT AN ANGLE NOT GRATER 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. f 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: IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM C. GROUND CONDUCTOR 4 TEMPERATURE RANGES OF THE LOCALITY. 1. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID TIGARD/99 HD 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. ATC#: 82805 I. ANTENNA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE 2. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE THROUGH INSULATION PROCEDURES. THE USE OF EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL J. LNA/MHA- REFER TO NSULATON PROCEDURES.OKIA ANTENNA AND COAXIAL CABLE INCLUDE ALL CONNECTIONSCMOLD,ABLE TO WELD KITS,LE PUCES, TEES ETC, SHALL BE MANUFACALL TUND UREDOD 12925 SW PACIFIC HVVY END OF ELECTRICAL SPECIFICATIONS CADWELD AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. TIGARD,OR 97223 3. GROUND CONDUCTORS T AND STRAIGHTEST DISTANCES SPOSSBLEHALL BE RO MNIMIZEOUTED IN HTRNSIE ENTSVOLTAGE WASHINGTON COUNTY RISES. CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: 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 GENERAL MINIMUM BENDING RADIUS. c.WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90 DEGREE BENDS WITH NOTES THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES.THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION. SHEET NUMBER: GENERAL NOTES SCALE 1 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. DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY, AND NOE SITE VISIT WAS ve ri zo n PERFORMED. ALL PROPERTY LINES,, EASEMENTS, SETBACKS, 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. EXISTING BUILDING A \ AMERICAN TOWER® / / \` _,. / . A011.4SillIt \ / \ POWDER RIVER / EXISTING 9'X15' \ • CONCRETE PAD \ Engineering Services,LLC / WITHIN A 9'X16' \ www.powdemverdev.com / GROUND SPACE / -� I \ LICENSE #: N/A / �. .� \ 4 REVISIONS !6:444. \ REV DATE DESCRIPTION INT \ / MONOPOLE GRAVEL \ SURFACE / \ // \ \ O 10/25/17 100% CONSTRUCTION JED 111, B 10/13/17 ISSUED FOR REVIEW 90% JED • / A 10/04/17 ISSUED FOR REVIEW 90% CLA • CONC. {� p �y \ EXISTING STOOP 7 EXISTING // �o PROpe \ VERIZON 5'X11' r�(�1 4 7 GEN. PAD / y'3 3010N4 "t) \ 12'X20' < / C \ SHELTER �/ // .gyp 78868 \\ / / \ // ViGG REMOVE (3) RULS \\ / RID 9 ' ►y FROM VERIZON SHELTER / / / THESE PIANS AND SPECIFICATIONS.AS INSTR OF SERVICE,ARE \ / AND SHALL REMAIN THE PROPERTY OF POW R DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS F.'' ICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL \ ,.,/ NOT BE USED BY ANY PERSONOR ENTITYM ONOER EROJECTS WITHOUT PRIOR WRITTENNCONSENT OF THE ENGINEER. v V• SITE INFORMATION f \ • \,4e./ EXISTING TELCO VERIZON SITE NAME: H—FRAME TIGARD/99 HD lik ATC#: 82805 12925 SW PACIFIC HWY TIGARD,OR 97223 WASHINGTON COUNTY N SHEET TITLE:' n EXISTING iii' SITE PLAN BUILDING INkfil SHEET NUMBER: SITE PLAN 4' 0 2' 4' SCALE: 114" =1'-0" (24x36) C-1 niiiiiii (OR) 1/8" =1'-0" (11x17) 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. NOTE: STRUCTURAL ANALYSIS MUST BE PERFORMED ON Ve ri zo n ALL ROOFTOPS, FLAGPOLES, LIGHT POLES, AND TOWER v , SITES BEFORE INSTALLATION OF NEW ANTENNAS, RADIO UNITS, ETC. A AMERICAN TOWER® V lit EXISTING VERIZON DIPLEXERS (4) TO EXISTING VERIZON DIPLEXERS (4) TO ►� REMAIN REMAIN h ( OF EXISTING VERIZON ANTENNAS Y EL. 80-0" (AGL) \ EL. O PROPOSED VERIZON ANTENNAS POWDER RIVER \ Engineering Services,LLC • T.O. EXISTINGMONOPOLE TOWER I 1hill T.O. EXISTINGMONOPOLE TOWER EL. 78'-0" (AGL) 1 L- ._ I_ www.powderriverdev.com 7 EL. 78'-0" (AGL)I 11 .44_1, PROPOSED VERIZON RRUS 22212 B5 LICENSE #: N/A (8) EXISTING VERIZON ANTENNAS (2 TOTAL) (6) TO BE REMOVED PROPOSED VERIZON ANDREW REVISIONS (2) TO REMAIN JAHH-65C—R3B—V2 (4 TOTAL) PROPOSED VERIZON RRUS 32 B66A REV DATE DESCRIPTION NT (2 TOTAL) — — — — _ — PROPOSED VERIZON RAYCAP • OF EXISTING ANTENNAS (OTHERS) AhnCL OF EXISTING ANTENNAS (OTHERS) (DO3,It ' i T ;ON OW BOX IOC EL. 60-0" (AGL) • EL. 60-0" (AGL) — T T T T T I PROPOSED VERIZON RRUS 32 82 (2 TOTAL) 0 10/25/17 100% CONSTRUCTION JED B 10/13/17 ISSUED FOR REVIEW 90% JED (2) EXISTING VERIZON DIPLEXERS (2) EXISTING VERIZON DIPLEXERS A 10/04/17 ISSUED FOR REVIEW 90% CLA TO REMAIN TO REMAIN /"..0 uH4( . 0P � OpS diii. { CL OF EXISTING VERIZON ANTENNAS OF PROPOSED VERIZON ANTENNAS Y i1 � � EL. 40-0" (AGL) „��I EL. 40-0 (AGL) I PROPOSED VPROPOSED VERIZON ANDREW JAHH-65C—R3B—V2 (2 TOTAL) (4) EXISTING VERIZON ANTENNAS (2 TOTAL) (1) EXISTING VERIZON OVP (3) TO BE REMOVED TO REMAIN (1) TO REMAIN (1) EXISTING VERIZON OWPROPOSED VERIZON RRUS ie 4, 0 V OREGON N TO REMAIN (3 TOTAL) (1) EXISTING VERIZON HYBRID CABLE (1) EXISTING VERIZON HYBRID CABLE TO REMAIN TO REMAIN THESE PLANS AND SPECIFICATIONS,AS INSTRI. SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF POW, R DEVELOPMENT (6) EXISTING COAXIAL CABLES (6) EXISTING COAXIAL CABLES SERVICES.LLC WHETHER THE PROJECTS F.- ICH THEY ARE MADE EXISTING MONOPOLE EXISTING MONOPOLE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL \� TO REMAIN \` TO REMAIN NOT BWITHPERSON OR ENTITY ON OU PRIOR WRITTEN OF THE ENGINEER.EC S PROPOSED VERIZON SITE INFORMATION HYBRID CABLE (2 TOTAL) f VERIZON SITE NAME: TIGARD/99 HD GRADE GRADE ATC#: 82805 EL. 0'-0" (AGL) EL. 0'-0" (AGL) 12925 SW PACIFIC HWY TIGARD, OR 97223 WASHINGTON COUNTY SHEET TITLE: ELEVATIONS SHEET NUMBER: TOWER ELEVATION (EXISTING) 8' 0 4' 8' SCALE: 1/8" =1'-0" ( TOWER ELEVATION PROPOSED 8' 0 4' e' SCALE: 1/8" =1'-0" (24x36) C-2 (OR) 1/16"=1'-0" (11x17)11017) ( ) I (OR) 1/16"=1'-0" (1111x17) 2 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 MUST BE PERFORMED ON LIGHT PO EOPSS, AND TOWERS ve ri zo n NI SITES BEFORE INSTALLATION OF NEW ANTENNAS, RADIO EXISTING VERIZON DIPLEXER UNITS, ETC. - (2 PER SECTOR, 6 TOTAL) (4) EXISTING VERIZON ANTENNAS EXISTING VERIZON DIPLEXER q Niii,,,,, (3) TO BE REMOVED (2 PER SECTOR, 6 TOTAL) MyqA (1) TO REMAIN q Gq 3 PROPOSED VERIZON OVP 2,Myq EXISTING VERIZON ANTENNAS g2CgMM 00 � EXISTING VERIZON OVP . pJP�66 (2 TOTAL) 300. (1 PER SECTOR, 3 TOTAL) �P '1,›Gq 3 Q �' TO REMAIN �'�?'1 PI �1 , EXISTING VERIZON OVP ♦•N4 PAF 6� M �;, ti q Gq M�q , t': , (1 TOio. �/, ': P g2Gq 3q �' (1 TOTAL) / _.;t' P AMERICAN TOWERS • i• 3-9 ;/ \ . . 1;11 P� q2 q4jM o° �.�: •; /� q / 1 tall I tt O iiI'' P(8) EXISTING VERON ANTENNAS h 300. P EXISTING VERIZON ANTENNAS '.'ti. I : * i_ P (1 PER SECTOR, 3 TOTAL) / Oh) l Oi 1'. ��J `; �P p PROPOSED VERIZON RRU `� POWDER RIVER • P 6 P (3 PER SECTOR, 9 TOTAL) �. `. " ' "I P� 0 GP P / Engineering Services,LLC co PROPOSED VERIZON ANTENNA o www.powderrverdev.com m II b '''''''. 11.1:4f.•_. (2 PER SECTOR, 6 TOTAL) a _ ` co (2) EXISTING VERIZON �,`" N < DIPLEXER TO REMAIN ... m �. `` ' Q w IP N N. LICENSE #: N/A m II a (2) EXISTING VERIZON b OP N a � w Q DIPLEXER TO REMAIN REVISIONS m II °D OO N 1 N REV DATE DESCRIPTION INT N a,— m II m I Q m II N <� ' Q ► NOTE: mw II 4/IW A � N SPACING BETWEEN HEX ANTENNAS. ' N ��,. .f MAX. OF 24" CENTER TO CENTER, MIN. ./ �I OF 2" INNER EDGE TO INNER EDGE ' �]� 80' RAD CENTER 40' RAD CENTER 80' RAD CENTER 40' RAD CENTER I o 10/zs/17 t00% CONSTRUCTION REVrloN JED B 10/13/17 ISSUED FOR REVIEW 90% JED A 10/04/17 ISSUED FOR REVIEW 90% CLA ANTENNA PLAN (EXISTING) I SCALEI1 ANTENNA PLAN (PROPOSED) I SCALE l 2 NTSNTStQ PRO P' FINAL ANTENNA, EQUIPMENT & COAX CONFIGURATION}j;fi5 C4 a� � 4 ANTENNA ANTENNA RRH JUNCTION BOX (OVP) DIPLEXER (TOWER) TMA (TOWER) V SECTOR POSITION QTY COR AZI COAX HYBRID STATUS NOTES 7 MANUFACTURER MODEL (QTY) MODEL (QTY) MODEL (QTY) MODEL (QTY) MODEL 1 1 COMMSCOPE BXA-80080-8CF 60' (2) DIPLEXERS — 700/850/AWS1/PCS 2 60' (1) ERICSSON 22212 85 — — 850 V OREGON 4* ALPHA 40' 1 5%8" (1) ERICSSON RRUS32 82 M ~ �� g (� 3 1 COMMSCOPE JAHH-65C—R3B—V2 60' 1 „ ERICSSON RRUS32 8664 — — ash,; r 4 1 COMMSCOPE JAHH-65C—R3B—V2 60' — — 700/850/AWS3 r W. r� 1 1 COMMSCOPE BXA-80080-8CF 180' (2) DIPLEXERS — 700/850/AWS1/PCS THESE PLANS AND SPECIFICATIONS,AS INSTRSERVICE,ARE AND SHALL REMAIN THE PROPERTY OF POW.- R DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FO' ' ICH THEY ARE MADE (3) (1) ERICSSON 22212 B5 ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL 2 6X12 NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS 2 WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. BETA - 80' 1-5/8" HYBRID (1) ERICSSON RRUS32 B2 DCB)48-1C8 P — —8F SITE INFORMATION 3 1 COMMSCOPE JAHH-65C—R3B—V2 180' (100') ;1) ERICSSON RRUS32 B664 — — ,I 4 1 COMMSCOPE JAHH-65C—R3B—V2 180' — — 700/850/AWS3 VERIZON SITE NAME: 4 1 1 COMMSCOPE BXA-80080-8CF 300' (2) DIPLEXERS — 700/850/AWS1/PCS TIGARD/99 HD ATC#: 82805 2 300' (2) (1) ERICSSON 22212 85 — — 850 GAMMA 80' (1) ERICSSON RRUS32 82 3 1 COMMSCOPE JAHH-65C—R3B—V2 300' 1-5/8" — — 12925 SW PACIFIC HWY (1) ERICSSON RRUS32 8664TIGARD,OR 97223 4 1 COMMSCOPE JAHH-65C—R3B—V2 300' — — 700/850/AWS3 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: SCALE: C-3 ANTENNA SCHEDULE (PROPOSED) 3NTs 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. Vf TIGARD/99 HD - Khan,Mohammed- mohammecl.khan2@verizonwirelcss.com- 08/01/2017 14:22:21 ve ri z o n ., TIGARD/99HD [3 Sector-- 70018SOIAWSIPICS - LTE] 0102311 PROJECT:ANTENNA ���� ;rr F n�,�1Tr • RS* _ + 155l� R n1Y� Salt 1 Sector2 Sector 3 ,", A „ cLJer� 4E'�'- X G?�i11 .. ;, �;tGirNA -' :- tves U''re .,. Ai ri xaa '' ` . * 2w. Axr L azv�t ' acct <5H'_L 4.5 Hx AMERICAN TOWER® ., . 2A r A ' e;. 2,1- 24. center- ' center- center- 1 2 L7.LY.l:9+lt. t4M`iNi. tO L1.4.2--3RO,4.MNE$B. Ya.d.„ 1 Li.-Li.Ll4:LIb.M►.i-k•e.RH HA to _1...L2:L3.4LA,IS.Mo-W,.RHB ti t9, 1 ) L9.4.-45*.i 45•4141.-S.-e.k: :o to _1.LILY 14HAN 4+4,4E.W RAY center ;F_; center center .—,--r. 1 Lei____,, ,,,,,._.0.,. � 1 } �r. � ^�, �.,,— POWDER RIVER _ I -"------ = �—--'"" I Enginee ng Services,LLC ,......i.,..„., I i LI www.powderriverdev.com i::::—,_.... LICENSE #: N/A A 0U6. 3131,. A ,. r. r, P A ®3.9IaI3Li A A 17 QO Q 4€ `. A e - n .tt REVISIONS Cilligt „�.,,�,� i„� � p REV DATE DESCRIPTION INT 1 L x ......... 0 10/25/17 100% CONSTRUCTION JED —f"`-�- B 10/13/17 ISSUED FOR REVIEW 90% JED _. A 10/04/17 ISSUED FOR REVIEW 90% CLA A : t 1ROpeL il J iCIP p-e L�`Lvt L Wn 494> l''' �I 1 1, 4 i r ISI IS'i 1 ." 3_14 j[ • 4. S(# [Mali t�, 11111111 ii.eer 4 F R F F n n ,� GON , , .... �.� MI= 78068 ► alstARy i -�- T 1.- -� 1144:4: W awe • f 3 < 15 5 i ©®©� E ®�®® ,:. L I THESE PIANS AND SPECIHCATIONS,AS INSTR . • SERJICE,ARE -.--n. --- _.__,_._. �_,..._. .-_-.__-__ AND SHALL REMAIN THE PROPERLY OF POW' ',''-R DEVELOPMENT ., . --. ' ...'-' SERVICES,LLC WHETHER THE PROJECTS FO' HIGH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS MID SPECIFICATIONS SHALL ---_ ..---. t.. -..-._�-„_.�__� _ '. NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS ...n ,P, .„.__.v.,....._ t .I WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. Minn to R 1X1 R, -n n nnln TA a to , v.{ n rah q SITE INFORMATION ,�_ sA L VERIZON SITE NAME: .n Oe a4� tt C-0U Cf CICYCICM ❑ Cab CA C. Co Cis TIGARD/99HD 4 11 U I U U ATC#: 82805 12925 SW PACIFIC HWY TIGARD,OR 97223 RRU Band”: WASHINGTON COUNTY 700— Band 13 AWS -Band 4 PC __.______..__Band 2 SHEET TITLE: 850 ----Bands RF AbVS-113----.-Rand 66A 11111 INFORMATION SHEETNUUMBER: RF CONFIGURATION (PROVIDED BY VERIZON) SCALE 1 -3. 1 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 Product Datasheet Product Datasheet RADIO FREQUENCY SYSTEMS RADIO FREQUENCY SYSTEMS The Clear Choice " The Clear Choice " e Group Datasheet HB114-U6S12-xxx-LI Series Group Datasheet HB114-U6S12-xxx-LI Series HYBRIFLEXTM RRH Hybrid Cable Solution 6x12, 6AWG HYBRIFLEXTM RRH Hybrid Cable Solution 6x12, 6AWG AMERICAN TOWER® - Low-Inductance, 1 -1/4", Single-Mode Fiber With DLC Connectors Low-Indluctance, 1-1/4", Single-Mode Fiber With DLC Connectors % Product o d U ct Description e i�t i O n Limo*ft* Model Number tem,ft* Model lumbar Len"ft' Model Number RFS'HYBRIFLEX Remote Radio Head(RRH)hybrid feeder cabling solution combines 10 118114-U6512-10.0- 230 H8114-U6S12-230-U 450 118114-06512.450.11 410110P4k optical fiber and DC power for RRHs in a single lightweight aluminum corrugated20 11611406512-20 LI 240•' H13114-LJ6572-240 U 460 118114 ist2 460 i 1 cable,making it the world's most innovative solution for RRH deployments. 30 118114-06512.340 250 1181144.16512-250-LI 470 1181 t4-iJ4512.470-L.I This IoW-inductance version of HYBRIFLEX allows mobile operators deploying an RRH 40 118114.116512-40-0 260 116114-WSt2-2601) 480 HB11d-06512-480-U POWDER RIVE R 50 118114-U6512-50-LI 270" 118114 U6S12-210 U 490 11B114U6S12 490IJ architecture to deploy>400ft sites without the danger of power-cycling their RRHs i ,/ ` Engineering Services,LLC i / 60 H8114-U6512-60-LI 280 118114.1. 512-290-LI 500 H8114-U6512.500iJdue to voltage swings,which could occur in some specific instances.It combines ! /// www.powdernverdev.com / 70 118114-06512-7041 290 148114116512-300-LI 510 118114-U6512-510-U bend-Insensitive single-mode fiber(12 pairs of DLC connectors),6 pairs of low-induc- 80 H6114-U6512-80-U 300 118114-06512-300-U 520 118114-U6512.520-U tante DC wires and 9 pairs of 18AWG wires used to carry alarm signals.The package 90°* 118114-U6512-90-L1 310 H8114-U6512-310-L1 530 Het 14 06312-530 u also includes a special RFS-designed DC insulating boot,used to properly protect andtoo H8114-116512-100-Li 320 118114-U6512-320-Li 540 11B1141J6S12-540 U LICENSE #: N/A insulate the DC wires after stripping the jacket,avoiding possible short-circuits while 110 H8114-U6S12-110.11 330 148114.06512-330-U 550 118114-U6512.550-U REVISIONS wiring it to the distribution boxes.Standard RFS CELLFLEXO accessories can be used 120°` H8114.4J6S12.120.0 340 118114.06512.340-u 560 HBt 14 .16512.560-iJ REV DATE DESCRIPTION INT cable. 130 H8t14-U6312-130-U 350 118114-06512-350-11 570 148114-06512-570-.0 '�' 140 148114-U6S12-14041 360 H611d-LL16S12-360-LI 580 HBi i4-116512-58'0-Li withHYBRIFLEX � Clil LISTED - - -.__-._. - 150" 118714116512-150-U 370 116114.06512-370-U 590 118114-06512-590-U structure - _ 1t.' - 160_.. H8114-U6S12.160-IJ 380 118114-116512.380-Li 600 118114-U6512.600-U _ Outer Conductor Armor: Corrugated Aluminum 1mm(in)) 36.311A2) ti 170 11811406512-170 LI 390 11811406512-390 0 610 HB11406512 610Ii Jacket: Flame Retardant Imm(in)) 39.0(1.54) r' 180.4 118114-U6512-180-U 400 H8114-V6S 12.4004 i 700 HB1141J6S 12-70041 UV-Protection. Individual and External Jacket Yes r rn 'l '- 190 48114-U6512.190-LI 410 118114.1%512-41041 EDO 118114-06512-800-11Mechanical Properties - 200 _H8114-W512-200-LI 420_ 1481144.16512-420-U 900 H6114-U6S129D0-U 0 10/25/17 100% CONSTRUCTION JED Weight,Approximate (kg/m(Ibtft)) 2.52(1.70) 210M4 118114-U6312-210-LI 430 148114-06512-4301.1 1000 138114-06512-1000-U B 10/13/17 ISSUED FOR REVIEW 90% JED Minimum Sending Radius, Single Bending (N 220 118114116512-22011 440 146114 U6S12 4tW U ..._._.- / / inn(in)1 152(6) Ship Model C A 10 04 17 ISSUED FOR REVIEW 907 CLA MlNmum Bend ng Radius, > 4-1.#i -Length is I. shown in product drawing,°°quick ship Madel-contact res for details Repeated Bending Imm(in)) 254(10) CO PROPOS Recommended/Maximum Clamp Spacing Im(ft)] 1.0/1.2(3.25/4.0) 39'No/35-Mn �r Electrical Properdn 'rk4i DC-Resistance Outer Conductor Armor (t1/km(0/100011)1 0.9(0.27) 3'125-y t,alorad strain-eat fl -304e ` r0 DC-Resistance Power Cable,13.3mm'(6AWG) (S1/km(fx/1000f1)) 1.4(0.42) •Patented DC Wire Insulator Markers -1813Meeen)Mat w e 'Y! Inductance 0100-1000Hz IµWm(µ11/h)1 <0.19(0.06) -_- r-1a -a-arrn Wins �p� Aber Optic PropertiesUsed at the DC wire connection in distribution boxes, siee9ys BoobLO wNV aWs ♦ ....,.....,a. IIS -run i, /ew r- prevents potential short circuits wd+.v.aam,nlwaWm.L.atnw+r.wr If10, Wire t«r.a Version Single-mode aeea,asos e,n)11...10.4.aliw,n„Mode 9 " .,< Y -rws �'+°' Quantity,Fiber Count 24(12 pales) •Aluminum corrugated armor with outstanding auekSnMwa°ss,t1)r•e.�wla.atewhur.w.sar a6, cDistn'6rtiwtFiber �•- , r� Core/Clad 9/125 bending characteristics \IndxaFan-Out Qac _rale° Primary Coating(Acrylate) (µm] 245 eM.�aeNIkmek(l)vugekrraCOMA*as•a. �- _\ •1k, Minimizes installation time and enables mechanicalfC�+ Secondary Coating Diameter,Nominal [µm] 900 Iaaoaeu.eoan.0l�+eraert.arownlsraar �-� --a� - +mow -prr7 i� Vr�GL3�4)11/4 Minimum Bending Radius (mm(lo)l 137(5.4) protection and shielding 1aaanhsearaeWmaeMadr --- 3 �\ 4 nemas t1 • ��al, lei Optical Loss s@ wavelength 13109m cB/km 0.5 •Same accessories as 1-1/4"coaxial cable rOac Irr� Optical Loss 44 wavelength1550nm dB/Ian 0.5 °rQ°'011Bve6am "r`"w .... I -Jr"'r°lrc • , e✓ DC Power Cable Properties • MMeop5•5•5.0ltsawar4. a - ./ ,l 1.-111.1•/tUorsapr-Port ' .0 Size(Power) Outer conductor groundingf • r, araae»eauaiprw.w.. i f , maweo°Asroe-ra. tank(AWG)] 13.316) Eliminates typical groundingrequirements and saves M. _ entity WlreCount(power) 12(6mncentricwires) q °aiepee°e'atlx i# °n =_ I y u' Y SOS r" Size(Alarm) ._ ( y(AWWI 0.8(18) on installation costs Ih,oCl s,.{Mob WO)INA utak. -� i t`^`-awycWwrp"saa-w'1 .. Quantity,Wire Count(Alarm) 18(9 stranded pairs) htwei ht solution and com act desi n HESE PIANS ANO EOOEASPECIPROPERTY AS I POWSTR SERVICE,ARE g� •Lightweight compact f1 -,•x--/ - L_� ntti ) � -Simko, AND SHALL C WH THE PROPERTY OF POW DEVELOPMENT Vim PVC/t`lylon 1- 9 �lW r� DC EXECUTEDARE LLC WHETHER THE PROJECTS F0- HIGH THCY ARE MADE Decreases tower loading 1 ARE BE OR NOT. THESE SE DRAWINGS AND SPECIFICATIONS SH4 L Primary Jacket Diameter,Nominal (mm(In)] 9.3(0.365) awya,JpNyy NOT WITHOUT USED T BY ANY PERSON OR ENT r OTHER PRO ECTS Environment •Robust tabu 1' aearem/aroei.A eta... WITHOU PR OR WR EN CONSENTOF HE ENGINEER. installation Temperature I°C("F)] -20 to+65(-4 to+149) Eliminates need for expensive cable trays and ducts t,CumornerOrderjEf1 r *Ai.. SITE INFORMATION Operation Temperature 1°C("F)j -40 to+65(-40 to+149) _l__ • seeae e, Storage Temperature 1°C(°F)] ao to+70(-40 to+158) •Optical fiber and power cables housed In CC ba.rva� .eee a Standards(meets or exceeds) single corrugated cable • VERIZON SITE NAME: Jacket4 UL2552lype RHC,UL Listed Saves CAPEX by standardizing RRH cable installation ern 'Gourd Wins TIGARD/99 HD Fiber optic UL Listed Type OFNR(017666},RoHS compliant and reducing installation requirements Plated InfaTmation ATC#: 82805 Alarm Wires UL standard 1063,1581 VW-1,MTW Oil and Gasoline REs1 •Outdoor,flame-retardant Jacket View factory test results on-line simply by entering the product serial number SUNRES(Cable meets UL requirements),RoHS/REACH Compliant Power Wires For use in Type RHC per UL 2882,PVC/Nylon,RoHS/REACH Compliant Ensures long-lasting cable protection See how RFS'HYBRIFLEX Installation tools can simplify and improve field work for you today 12925 SW PACIFIC HWY TIGARD,OR 97223 RFS The Clear Choice° www.rfsworld.com RFS The Clear Choice"' www-rfsworid-com WASHINGTON COUNTY HB114-U6512-xxx-11 series j Print Date: 12.6.2015 I Rev: P4 I Rev Date:12.5.2015 Page 1 of 2 119114-116512-xxxxdl series'I Print Dater 12.6.2015(Rev: P4 J Rev Date:12.6.2015 Page 2 of 2 All information contained In this datasheet Is subject to confirmation at time of ordering. Ali hsformetion contained in this datasheet Is subject to confirmation at time of ordering. SHEET TITLE: CABLE SPECIFICATIONS SHEET NUMBER: CABLE INFORMATION SCALE. 1 L'-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. r 10 , ii„;., verizonIf i I ., w.., 1. _ 1 , , I 1 ; A 111111.1 �, © �f. tAMERICAN TOWER® / . 0 4 - , . , AASSILL ''' POWDER RIVER 1E9 , �, I • • �` ` `n n •rt t �, Engineering Servces,LLC irior—T; 1 �� 1 !t 1 www.powdeniverdev.com I 4, I LICENSE #: N/A REVISIONS REV DATE DESCRIPTION INT MANUFACTURER: COMMSCOPE MANUFACTURER: ERICSSON MODEL: JAHH-65C–R3B–V2 MODEL: RRUS32 B66 (AWS3) WEIGHT: 80.2 LB WEIGHT: 53.0 LBS DIMENSIONS: HxWxD: 95.7" x 13.8" x 8.2" MANUFACTURER: RAYCAP DIMENSIONS: HxWxD: 27.2" x 12.1" x 7.0" FREQUENCY: 1695-2360 MHz MODEL: RCMDC-3315–PF-48 FREQUENCY: 1710 – 1780 MHz (UPLINK) a– 4,is.. 698-787 MHz WEIGHT: 32.0 LBS 2110 – 2180 MHz (DOWNLINK) 824-894 MHz DIMENSIONS: HxWxD: 19.2" x 15.7" x 10.3" 0 10/25/17 100% CONSTRUCTION JED SCALE: SCALE: SCALE: B 10/13/17 ISSUED FOR REVIEW 90% JED RRH INFORMATION I NTS 15 ANTENNA INFORMATION I NTS I 3 OVP INFORMATION NTS A 10/04/17 ISSUED FOR REVIEW 9D% cu I isi, _ +gyp PRW O O MANUFACTURER:RAYCAP �\ GINe 0 �, MODEL: RCMDC 3315 PF 48 1851111 :^�� WEIGHT: 21.5Ibs RAYCAP DISTRIBUTION r �lO {� POLE _ 6�.,,smm • C7 DIMENSIONS:25.66"X19.8"X15.73" OVP BOX f 8868 • • o d I t is � r !, protect 6b modules installed tos �y�{ 1ig Priv" � •ti` protect 6 remote radio heads j'�� 748 20, �� I . f J,w_ :• V I ,". O I ( I:: RAYCAP DISTRIBUTION 0 xf i ��� `�II OVP BOX �� 7—a '' 89 MIN �' �'� `'� 15.73 1.61 MOUNTING BRACKET '� li r O 0 O O I t� �i ,es ,47 MAx �- i7jlli pr, M • Ilk* TOP BRACKET 1j N `4114140.,....._.., Alt( THESE PLANS AND SPECIFICATIONS,AS INSTR SERVICE,ARE iV f o BACK TO BACK /'+ ''�H/ , AND SHALL REMAIN THE PROPERTY OF POW R DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FO'' ICH THEY ARE MADE • :� • Q Q PIPE MOUNT �/V.,4, ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL �Q�Tf (SITE PRO BBPM–K1) /\�,,�� WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. , zT ill ,� `� NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS RFS APM40-2 ANTENNA MOUNTING i BRACKET (OR EQUIV.), (TYP.) PLATFORM SITE INFORMATION 132 fi/ OR T-ARM VERIZON SITE NAME: OP PROPOSED ANTENNA f 80 62 TIGARD/99 HD rill _. 5OMIN i l�a��1� 4 — ',,,_,, �"'"x ATC#: 82805 cis 44%. 141"1141 N r �. ''= 0 �`1\ ��'%15 �'r 1 12925 SW PACIFIC HWY • 204 'Al;T , ilk %'� IIIIIIi�ai111� .. ,mw. .,, - � TIGARD,OR 97223 571 510 • :: 1a5 f�'� 111, " ; I1 ,Idi� 'C��l I WASHINGTON COUNTY .C''/ NN 1 • —� �� I - , ✓ L 15.73 1.76 10.25 SHEET TITLE: 1:1:1' •I COMMSCOPE PART#BSAMNT-SBS-2-2-L EQUIPMENT Dimensions 36 "`/ r NO HIGH STRENGTH BOLTING IS DETAILS ' ss Compatible Diameter,maximum 115.0 mm I 4.5 in BOTTOM BRACKET PROPOSED OR SHALL BE USED I I TT Compatible Diameter,minimum 60.0 mm I 2.4 in _', 1.18_ Net Weight 30.6 kg I 67.41b SHEET NUMBER: : : SIDE BY SIDE MOUNT DETAIL I NTS SCALEI 6 ANTENNA ATTACHMENT I NTS SCALE' 14 OVP ATTACHMENT DETAIL I NTS SCALEI 2 C-4 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. 2x212 iim B13 total weigh w/o fans=78.9 lbs ve ri zo n B13 total weigh w/fans=85.5 lbs , 10 B5 Total weight w/o fans=81.6 lbs B5 Total weight w/fans=88.2 lbs A IfA " ,t ;` 16.54 In (420 mm) AMERICAN TOWER® IP j, ;z - .14`;. V it <;sC ► �4SC 13 00/ 6305,..n) 3q 13.47 In 3 f/n(333m,) (342 mm) POWDER RIVER Engineering Services,LLC 149+149+7mm gap = 12.00 In(305 mm) iT'E wv w.powderriverdev.com 149+ 149+40mm gap= 13.31 In(338 mm) LICENSE #: N/A REVISIONS MANUFACTURER: ERICSSON REV DATE DESCRIPTION INT MODEL: 2212 85 (850) MANUFACTURER: ERICSSON WEIGHT: 88.2 LBS (W/ FANS) MODEL: RRUS32 B2 (PCS) DIMENSIONS: HxWxD: 16.54" x 13.47" x 5.87" WEIGHT: 53.0 LBS DIMENSIONS: HxWxD: 27.2" x 12.1" x 7.0" FREQUENCY: 824 - 849 MHz (UPLINK) FREQUENCY: 1850 - 1910 MHz (UPLINK) 869 - 894 MHz (DOWNLINK) 1930 - 1990 MHz (DOWNLINK) LE: SCALE: ,I 0 10/25/17 100% CONSTRUCTION JED SCA RRU INFORMATION SCA I RRH INFORMATION I NTS J 3 NOT USED I SCALE: I B 10/13/17 ISSUED FOR REVIEW 90% JED NTSNTS A 10/04/17 ISSUED FOR REVIEW 90% CLA ° I J I C i ° i . I ° I 2 T 1:4 tO PRG1rt, ITEM NO. DESCRIPTION PTY. �I �(.G%NE /0 1 Front Clomp 2 7 Book Clamp 2 v4 4 3 Angle,RPU Mount 4 it,C 4 1901 spring l(77Ma ibng+PAa91 4 Pmeee 0 5 1/7 xIAT Hex BaR,SST B 6 1 j2 Leek WOM+er,SST g r/ 7 Thrwadoa rob stud,I12'512"HOG i 8 RP1 we hrs,hardened.117.SAE.I-0G 1 OREGON �"'y 0 lall> 0 9 Nvf,hez newy 7/7'HDG A373 a (�YT'�il+ 00� 10 lock woshw.IJ7'HDG d *Si�+� "` 1144,1% C) 2 THESE PIANS AND SPECIFICATIONS,AS INSTR F.SERVICE.ARE AND SHALL REMAIN THE PROPERTY OF Pr OF R DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS F.'"ICH THEY ARE MADE ill ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL di> ."' NOT RE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRTTIII!CONSENT OF THE ENGINEER. w SITE INFORMATION VERIZON SITE NAME: 4 ° TIGARD/99 HD ATC#: 82805 4 12925 SW PACIFIC HWY 6 - TIGARD, OR 97223 a WASHINGTON COUNTY ".art,„.„ 7: °n, Rosenberger " w- ME " SHEET TITLE: Universal RRU Mount NOTES. EQUIPMENT ..,,..,..,�.. Fits Round Legs:1/2'10 5" """"' NU oW�.rvc , 9D deegg Aeg ne Legs:1"to 3.5 o .�" g D215RRU DETAILS xr.sxre m SCMl12 I IAYUEH®G'pGHT:3l.CD I WEE I ail s o SHEET NUMBER: RRH MOUNT DETAILSCALE: c SCALE: 2 C-5 I NTS I J NOT USED I 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. ......, • v P 00 4 verizon 4000.1 COPPER BONDING CONDUCTORS TO CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS I r�i 3/8" BOLT AND I HARDWARE (TIP.) A1 o o� ooo*6: 3e.' o AMERICAN TOWER® •®®p p'J`J :II r..0' 7 % CHERRY BUSS BAR ait J'. p ` 1NOTINSUSORED HEYP DIF 2).Cp NOT USED WHEN DIRECTr �® p p j_'� /� ATTACHMENT TO TOWER �� �,�G��� ♦®0 p ®�p�� STEEL IS REQUIRED j! . mho o ,® o POWDER RIVER Engineering Services,LLC 4"x24"x1/4" TINNED COPPER L.-'111 kb' www.powderriverdev.com GROUND BAR (HAGER OR APPROVED EQUIVALENT) J 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 (TYR.). CADWELD TO BUSS BAR AND GROUND RING 0 10/25/17 100% CONSTRUCTION JED SCALE: B 10/13/17 ISSUED FOR REVIEW 90% JED GROUND BAR DETAIL 1 NTS A 10/04/17 ISSUED FOR REVIEW 90% CLA NOTES: t,O rpROF& ry 1. CADWELD "TYPES" SHOWN ARE EXAMPLES. CONSULT WITH � :tON i�y ,Y CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF y_ < 'p CADWELDS TO BE USED FOR THIS PROJECT. +C/ 78868 sr 2. CADWELDING IS NOT ALLOWED ON CROWN CASTLE TOWERS. 41, OREGON A• ke •.11444Fiy so tee ‘01 ' 1r\ kt \1 Iil \III ', 1111. / TMIDE • PULS END SHPROPERTICATIONS.Y 0.O INSTR F EVEL PM ARE AES SWILL REMAIN THE PROPERTY OF POW R DEVELOPMENT �� SERVICES,LLC WHETHER THE PROJECTS FO' ICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS MID SPECIFICATIONS SHALL NOT DE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. TYPE 2—YA-2 TYPE VS TYPE YGHC SITE INFORMATION t VERIZON SITE NAME: TIGARD/99 HD ATC#: 82805 ��,-, _<�� 12925 SW PACIFIC HWY II/ \ _. _ _q1�:: TIGARD,OR 97223 ,2�� ` ,. WASHINGTON COUNTY SHEET TITLE: TYPE GT TYPE YA-2 TYPE PT GROUNDING DETAILS SHEET NUMBER: NOT USED SCALE: I SCALE: I E-1 3 CADWELD CONNECTION TYPES2 NTS 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.