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GENERAL NOTES CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING 1.GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB 20. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER SHEETS. THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS. M WHERE CONDITIONS ARE'NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION F.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING `° CHARACTEROTOL� EWDETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE SIGNALS AND DHE ESIMI DEVIICESFNECESSARY ECESSARCTIONPREMOT LIFE ALL ANDHPROPERTY OP RT Ve , ZO11 WORK. . 2.WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE 21. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED UPON COMPLETION OF THE WORK. LATEST EDITION OF THE BUILDING CODE AND ALL OTHER LOCAL, STATE AND CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR 5.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND FEDERAL REGULATIONS. EXACT MEANING, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BEFORE SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND 3.OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING PROCEEDING WITH THE WORK. MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE 22. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, WELL DRAINED AT ALL TIMES. ENGINEER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. FRAMING, HANGERS OR OTHER SUPPORT NOT OTHERWISE SHOWN HEREIN. ALL 6.ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 4.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED. 7.PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH AND MAINTAIN GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. 23. GOVERNING AGENCY-APPROVED PLANS SHALL BE KEPT IN A PLAN BOX ANDALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME WORK. REPORTED OT THE ENGINEER SO THAT THE PROPER REVISION MAY BE MADE. INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB MODIFICATIONS OF CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT THE SUPERINTENDENT. 8.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE WRITTEN APPROVAL OF THE ENGINEER. 24. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE TREES, 5.THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR AMERICAN TOWER® STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY CARRIER CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE GRUBBED. RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND CONSTRUCTION. 9.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, TEMPORARY SUPPORTS AND 25. AS-BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING IS NOT SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION AND PERMITTED. ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD 10. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE DOCUMENTS FOR THE CARRIER CONSTRUCTION SUPERVISOR'S REFERENCE DURING AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTION. NOTIFY POWDER RIVER MATERIAL OR WORK, ARE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS ARE MOST THE CARRIER CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. Engineering Services,LLC GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON 11. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACK FILL. www.powderriverdev.com SUPERVISION OF CONSTRUCTION. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS THE CONTRACT DRAWINGS. GIVE ATTENTION TO CONCEALED ELEMENTS THAT WOULD ALL EXCESS EXCAVATED, AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS AREA DESIGNATED BY THE CARRIER CONSTRUCTION SUPERVISOR. (UNSUITABLE CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER WILL ENFORCE SAFETY WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.) BUSINESS LICENSE #: N/A MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, REVISIONS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE SECURITY FENCE NOTES REV DATE DESCRIPTION INT HEALTH STANDARDS, LAWS AND REGULATIONS. APPLICABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. 6.SAFETY: CONFORM TO ALL APPLICABLE OSHA CONSTRUCTION SAFETY REGULATIONS UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD 1. RCES, AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED POSTS, RAILS, 1 B FOR ALL WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY DOCUMENTS TO THE CARRIER CONSTRUCTION SUPERVISOR FOR THE OWNER'S PACESFABRIC, TEONINAL POST, COTES, TROP BAR AND BARBED WIRE. USE THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE ENGINEER OR OWNER. RECORDS. APPLICABLE PROVISIONS OF ASTM FOR MATERIALS. 7.ANY PROPRIETARY COMPONENTS, MOUNTS, MATERIALS, CHEMICAL, EPDXY AND WEDGE 26. A CLOSEOUT BOOK CONTAINING THE FOLLOWING, SHALL BE PROVIDED BY THE 2.FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE, CONFORMING TO ASTM ANCHORS, AND SHOT PINS SHALL BE EXACTLY AS CALLED FOR IN THESE DRAWINGS. CONTRACTOR, AS APPLICABLE: A392 2-INCH MESH 9 GAUGE WIRE (0.148 INCHES IN DIAMETER) WITH THE TOP ANY DEVIATIONS SHALL BE APPROVED OR DISAPPROVED BY THE ENGINEER AT THE A.AS BUILT DESIGN DRAWINGS AND BOTTOM SELVAGES TWISTED AND BARBED. EXPENSE OF THE ENTITY REQUESTING THE SUBSTITUTION PRIOR TO THE B.SWEEP TEST RESULTS 3.POSTS: INSTALLATION. C.RESISTIVELY TEST A.LINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 INCH O.D. 8.THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE D.PHOTO DOCUMENTATION OF: BEND CORNER, PULL POST AND GATE POST SHALL BE 2-7/8 INCH O.D. ALL 0 04/04/18 100% CONSTRUCTION JHT CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED I. UNDERGROUND CONDUITS AND GROUND RING POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH A 03/29/18 ISSUED FOR REVIEW 90% JMB TO, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS. 11. ANTENNA, COAX, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS ALL APPLICABLE ASTM STANDARDS FOR FENCES OVER 8 FEET HIGH, SIZE POST 9.THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COORDINATION AND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. DI.e a! g ie . e ASSEMBLY OF ALL PARTS OF THE CONSTRUCTION DEPICTED HEREIN. THE III. ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK CONTRACTOR SHALL PERFORM ANY CONSTRUCTABILITY REVIEW OR COORDINATION PLANE OF THE ANTENNA 4.TOP RAILS SHALL CONFORM TO 1-1/4 INCH (1.66-INCH O.D.), SCHEDULE 40 A``i S DRAWINGS NECESSARY TO IDENTIFY CONSTRUCTABILITY PROBLEMS PRIOR TO IV. GROUND BAR ATTACHMENTS GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM4 Al2D. �G, �NGINFF� d'jO CONSTRUCTION. E.SIGNED OFF PERMIT CARDS 5.TENSION WIRE SHALL BE 7-GAUGE U.S. STEEL WIRE GALVANIZED IN ACCORDANCE $2593PE 2 10. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK F.CERTIFICATE OF OCCUPANCY WITH ASTM A116, COATING CLASS III. =C/ AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL, G.RETURN OF KEYS AND/OR ACCESS AUTHORIZATION 6.BRACE BANDS, TENSION BANDS AND TENSION BARS SHALL BE FABRICATED OF 1/8 ELECTRICAL SERVICE AND OVERALL COORDINATION. THE CONTRACTOR SHALL VERIFY INCH BY 7/8 INCH GALVANIZED STEEL WITH GALVANIZED STEEL CARRIAGE BOLTS ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY H.ORIGINAL BUILDING PERMIT AND NUTS IN ACCORDANCE WITH ASTM4 A123. TENSION BARS SHALL BE 1/4 INCHe! , DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO THE BY 3/4 INCH GALVANIZED STEEL BAR IN ACCORDANCE WITH ASTM A153. Nik *!; CARRIER CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK. SITE WORK NOTES 7.FABRIC TIES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS THAN 9-GAUGE. OREGON �y 11. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR 1.SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUB 8.POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SHALL BE DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING STRUCTURES, GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY GALVANIZED PER ASTM A15J. �O ✓an 13,2Ofig ' �� LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS. (? THE SATISFACTION OF THE TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE 2.REFERENCES: 9.BARBED WIRE SHALL CONSIST OF DOUBLE STRANDED 12-1/2 GAUGE WIRE ASTM 20':R S GO 5 AT THE EXPENSE OF THE CONTRACTOR. A.DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS OFA12THE 1, FENCE SHALL CONSS 3 WITH IST OF BARBSNT STRANDS OFSPACED 5 NBARED WIRE ATTACHED CHES APART. THE TOP 1T000T 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL FOR THE STATE IN WHICH THE PROJECT IS LOCATED. 45-DEGREE ANGLE, HEAVY-PRESSED ARMS CAPABLE OF WITHSTANDING WITHOUT Expires:12/31/19 EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) FAILURE 250 POUNDS DOWNWARD PULL AT THE OUTERMOST END OF THE ARM. THESE PVNS AND SPECIFICATIONS.AS INSTRUMENTS OF SERVICE.ARE REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH C.OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 10. GATE MATERIALS, SUCH AS FABRIC, BOLTS, NUTS, TENSION BARS AND BARBED AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT THE EXECUTION OF WORK. RERVCEs. Lc OR PlHER THE PROJECTS FOR WHICH THEY ARE MADE D.AASHTO (AMERICAN ASSOCIATION OF STATE TRANSPORTATION OFFICIALS) WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS. ARE EXECUTED NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF NOT BE USED ST ANY PERSON OR ENTRY ON OTHER PROJECTS 3.INSPECTION AND TESTING: 11. THE BOTTOM OF THE FENCE SHALL BE 2 INCHES BELOW THE TOP OF THE WITHOUT PRIOR WRITTEN CONSENTOF THE ENGINEER. THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. COMPOUND GRAVEL IF THE SITE CROSSES FEATURES SUCH AS DRAINAGE DITCHES, 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET AFIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, COMPATION AND SITE INFORMATION ETC., THE FENCE SHALL SPAN THE DEPRESSION. CLOSE THE SPACE BELOW THE FACILITIES AS REQUIRED BY THE GOVERNING AGENCY. CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT BOTTOM OF THE FENCE WITH EXTRA FENCE FABRIC OR BARBED WIRE AS DIRECTED 15. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH TESTING LAB. BY THE CARRIER CONSTRUCTION SUPERVISOR. PRIOR TO PLACING COMPONENTS VERIZON SITE NAME: ALL LOCAL AND STATE AND FEDERAL REGULATIONS. BALL WORK SHALL BE INSPECTED AND RELEASED BY THE CARRIER CONSTRUCTION SUCH AS FABRIC, RAILS, TENSION WIRE AND GATES, ENSURE THAT THE CONCRETE SANDBURG-A 16. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK POST FOUNDATION HAS REACHED AT LEAST 75% OF ITS DESIGN STRENGTH OR HAS INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS CURED A MINIMUM OF 7 DAYS AFTER SETTING THE POST. THE COST OF THE WORK TO CARRIER. SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S 12. FURNISH GATES WITH NECESSARY FITTINGS AND HARDWARE. HINGES SHALL ATC#:414382 17. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH ALLOW SWING GATES TO SWING 180 DEGREES. PLUNGER BARS SHALL HAVE TOP, NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR PERFORM ANY FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR BOTTOM AND MIDDLE LOCKING POINTS WITH THE MIDDLE POINT ARRANGED FOR CONSTRUCTION ACTIVITIES UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE DIFFICULT TO INSPECT. PADLOCKING. GATES SHALL HAVE KEEPERS ON EACH LEAF THAT ENGAGE 6900 SW SANDBURG ST BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. IN ALL CASES WHERE A 4.SITE MAINTENANCE AND PROTECTION: AUTOMATICALLY WHEN THE GATE IS SWUNG OPEN. REPAIR GALVANIZED COATING CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN SPECIFICATIONS AND A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF THE DAMAGED IN THE FIELD WITH METHODS AND TECHNIQUES AS RECOMMENDED BY THE TIGARD,OR 97223 NOTES ON THE DRAWINGS OR BETWEEN GENERAL NOTES AND SPECIFIC PLANS OR WORK UNTIL COMPLETION OF THE CONTRACT. MANUFACTURER. WASHINGTON COUNTY DETAILS, THE ENGINEER SHALL BE NOTIFIED, AND HE/SHE WILL INTERPRET THE B.CONTACT THE ONE-CALL UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATING INTENT OF THE CONTRACT DOCUMENTS PRIOR TO THE INSTALLATION OF THAT ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED. SHEET TITLE: PORTION OF WORK. C.AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES 18. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF AND SHRUBS DESIGNATEDTO REMAIN. ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD TAKE PROTECTIVE MEASURES TO PREVENT GENERAL CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. EXISTING ITEMS THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. NOTES 19. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE. NOT WATERPROOF, OR NOT WITHIN D.KEEP SITE FREE OF ALL PONDING WATER. CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT E.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL SHEET NUMBER: THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO SHOW THE END MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT GN-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. V ELECTRICAL NOTES GROUNDING NOTES COMPLETE WITH DIMENSIONS. 1.THESE NOTES DESCRIBE THE MINIMUM REQUIREMENT FOR INSTALLATION OF ALL 1.THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION VII. PROVIDE GROUND TEST WELLS SHOWN ON THE CONSTRUCTION DRAWINGS. ELECTRICAL SYSTEMS. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED C.GROUND CONDUCTOR: COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER COMPONENTS AS INDICATED ON THE DRAWINGS. I. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 Verizon THIS CONTRACT. 2.APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS AWG) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT 2.THE PUBLICATIONS LISTED BELOW FORM PART OF THESE NOTES. EACH PUBLICATION SPECIFICATION INCLUDE THE FOLLOWING: MINIMUM DEPTH OF 36" BELOW GRADE. SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS A. FENCE AND GATE POSTS II. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE B. ELECTRICAL POWER SYSTEMS WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE C. GROUNDING ELECTRODES SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD APPLICABLE PROVISIONS OF THESE PUBLICATIONS: D. GROUND BUS BAR KITS, ETC., SHALL BE MANUFACTURED BY NCADWELD STRUCT AND SHALL BE I A.ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) E. SERVICE EQUIPMENT NSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. B.IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) F. ENCLOSURES III. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND C STRAIGHTEST DISTANTO MINIMIZE C.NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION G. MONOPOLE / LATTICE TOWER CONDUCTORS SHALLCES BE INSTALLEDAS FOLLOWSTANSIENT VOLTAGE RISES. D.NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) H. ICE BRIDGE IV. ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD 1 E. NFPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) 3.REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THESE DRAWINGS. PATTERN TO THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN PUIN F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING ALL THEHDAT ELTHESEND AWINGSHALLS AREEEIS UEDTSION FOR ICONS RUDCTIIONNDUM,E UNLESS NOTED EFFECT ON AN UPWARD DIRECTION.) AMERICAN TOWER® APPLICABLE AMENDMENTS OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR V. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12-INCH MINIMUM G.UL (UNDERWRITERS LABORATORIES) THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THESE DRAWINGS SHALL BENDING RADIUS. H.APPLICABLE LOCAL CODES AND ORDINANCES CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. VI. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND 3.THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE A.ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) CABLES SHALL BE ROUTED AT 90 DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES, WITH THE INTENT IS TO CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. B.IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN 4.WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS C.NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION EXOTHERMIC CONNECTION. REQUIRED IN THE CONTRACT DOCUMENTS. D.NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) 5.PREPARATION: 5.ITEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN FIRST-CLASS A.ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE CONDITION. E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION FREE OF PAINT, GALVANIZING DIRECT CORROSION, ETC. POWDER RIVER 6.SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) B.ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD THE CARRIER CONSTRUCTION SUPERVISOR AND BY THE ENGINEER. G.UL (UNDERWRITERS' LABORATORIES) GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE. Engineering Services,LLC 7.THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED IN THE H.APPLICABLE LOCAL CODES AND ORDINANCES 6.EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND www.powderriverdev.com CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR 4.MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY CARRIER CONSTRUCTION BEAR THE UL LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUT NOT SUPERVISOR AND ENGINEER OF RECORD IN WRITING OF CONDITIONS DETRIMENTAL WHERE APPLICABLE. LIMITED TO, GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL BUSINESS LICENSE #: N/A 8.CONDUITS: ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE THAN ONE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC , SIZED AS SHOWN TYPE OF COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, SELECTION tS NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR A MINIMUM OF 24 HOURS PRIOR REVISIONS ON THE CONSTRUCTION DRAWINGS. INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, TO TRENCH BACK FILL. ALL WORK DONE BELOW FINISHED GRADE SHALL BE REV DATE DESCRIPTION NT B.ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE PROVIDE PRODUCTS WHICH COMPLY WITH NEC, UL, AND IEEE REQUIREMENTS AND INSPECTED BY THE CONSTRUCTION SUPERVISOR DURING THAT PERIOD. REQUIREMENTS. WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED. 7.GROUND TESTING: C.ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION-TYPE FITTINGS. A.GROUNDING: • A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN D.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR I. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE ACCORDANCE WITH THE METHODS OF MEASUREMENT DEFINED IN THE FALL OF LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED. DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND POTENTIAL METHOD. 9.CABLES CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STANDARD ANNEALED LOCAL CODES. B.TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ COPPER WIRE WITH NEC 600-VOLT INSULATION. II. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT A. #8 AND LARGER-STRANDED TYPE, THHN OR THWN. THE CONTRACTOR SHALL PERFORM A GROUND-RESISTANCE-TO-EARTH PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH. B. #10 AND SMALLER-SOLID TYPE THHN OR THWN. TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF 5 OHMS OR C.PRIOR TO TESTING, THE CONTRACTOR SHALL DE-ENERGIZE ALL POWER 0 04/04/18 1008 CONSTRUCTION JHT C. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOU CE R SHALL BE MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS NECESSARY SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, A 03/29/18 ISSUED FOR REVIEW 90% JMB SO THAT THEV TYPE XHHW. OVERALL GROUND-TO-EARTHRESISTANCE IS LESS THAN 5 WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES. OHMS. D.GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH Shop D. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE D.J �! e BUILT-UP ROOFING MATERIAL SHALL BE TYPE XHHW III. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS �i tS 10. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, SURFACE-MOUNTED OUTLETS ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, D "STRYDARD OF INVOLVED. 'C NG�IVEF s/ FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD ZINC ELECTROPLATED WITH INSTALLATION," AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST �. R O / PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. AS OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TO THE CARRIER 82593PE Z THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL IV. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE CONSTRUCTION SUPERVISOR FOR APPROVAL. 1 BE SELF-CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEMS. `► LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SIERRA V. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED ` r PLASTIC STYLE, IVORY COLOR. GRADE WHICH ENCIRCLE THE TOWER AND EQUIPMENT / , AND ARE �' 11. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH SHALL BE MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS. SUPPORTS AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. OREGON O SHALL BE PROVIDED EVERY 3'-0" ON CENTER. y CONNECTORS, SCREWS 12. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH VI TtBOLTS, INOUNDING ACCORDANCE WIITHANDOIMANUFACTUR NG R'S PUBLISHEDTORQUE AND 0 Jan?3 209 ®t MEASUREMENT. TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S AR 13. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE TORQUEING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO 0 ; s GQ 5 EXISTING UNDERGROUND SERVICES. COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN UL 486A TO LO -1 14. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND . ASSURE PERMANENT AND EFFECTIVE GROUNDING. Expires:12/31/19 OTHER ITEMS SHALL BE MADE BY A CARRIER CONSTRUCTION SUPERVISOR BEFORE VII. APPLY CORROSION-RESISTANT FINISH (NO-OX OR CARRIER-APPROVED THESE ITEMS ARE PERMANENTLY INSTALLED. THESE PVNS AND SPECIFICATIONS.ASI FOR WILTS of SERVICE.ARE 15. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR 24 EQUIVALENT) TO FIELD-CONNECTIONS, AT COPPER GROUND BARS AND AND SHALL REMAIN THE PROPERLY OF POWDER RIVER DEVELOPMENT PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN SERVICES,ED WHETHER TIE PROJECTS SPE THEY ARE MADE HOURS PRIOR TO TRENCH BACK FILL. ARE UTSE ED OR NOT. THESEORDRAWINGS AND OTHER SPECIFICATIONS SHALL DESTROYED, OR ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION NOT BE HOED BY ANY PERSON OR ENTRY OTHER PROJECTS 5 16. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE *WHOM PRIORE WRITTEN ORM or THE ENGINEER. WORK SPECIFICATIONS. PROCESS. SITE INFORMATION 17. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS VIII. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS, WHEN A WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM OF THE NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR SHALL TIE THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID. NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER VERIZON SITE NAME: STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY SANDBURG-A 18. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO 100-FOOT SLOPE BE AT A MINIMUM OF ONE LOCATION SO THAT THEY ARE AT THE SAME OR TO A SLOPE SHOWN ON THE DRAWINGS. VOLTAGE POTENTIAL. 19. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL IX. ALL TOWER AND TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO ATC#:414382 STUB-UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. FEET MAXIMUM. 20. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL B.GROUND RODS: CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED. I. GROUND RODS SHALL BE 5/8" DIAMETER WITH 8'-O" EMBEDMENT MIN., 6900 SW SANDBURG ST MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE. COPPER CLAD DRIVEN ROD(S). 21. MARK UNDERGROUND CONDUITS WITH A 6-INCH WIDE RED POLYETHYLENE TAPE TIGARD,OR 97223 BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE II. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS WASHINGTON COUNTY TAPE THUS: CAUTION-BURIED ELECTRICAL CABLE. TO CREATE A GROUND RING AS SHOWN ON THE DRAWINGS. 22. FOR SEALING CONDUITS, USE ONLY NON-THERMOPLASTIC COMPOUNDS SUCH AS III. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM OF 8'-O" AND A SHEET TITLE: J.M. DUXSEAL, OR AN CARRIER-APPROVED SUBSTITUTE. THE COMPOUND SHALL HAVE MAXIMUM SPACING OF 10'-0" ON CENTER. NO EFFECT ON RUBBER OR RUBBER-LIKE INSULATIONS, LEAD, ALUMINUM OR IV. GROUND RODS SHALL BE BURIED BELOW THE FROSTLINE. AT NO TIME GENERAL FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. TEMPERATURE RANGES OF THE LOCALITY. V. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE NOTES 23. COAXIAL - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. ENTIRE 10'-0", SHALL BE DRIVEN AT AN ANGLE NOT GREATER 24. ANTENNA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. THAN 45 DEGREES (NEC 250-83 AND 250-84). SHEET NUMBER: 25. LNA/MHA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. VI. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS-BUILT DRAWING GN-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. CONCRETE NOTES FOUNDATION NOTES THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. AT NO TIME SHALL EQUIPMENT, EITHER DUMPING THE AGGREGATE 1.THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. NECESSARY TO ON BE AS FOLLOWS: SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION AND FORMING AND WITHR GRADING THE AGGREGATE, BE PERMITTEDIAL ER THE ROADWAYBIOR COMPOUND ■ / LESS THAN 8 INCHES OF MATERIAL COVERING THE FABRIC. PLACEMENT OF CONCRETE. 9 FI A!PERFORMSH INALL FINISHED GRADING TO PROVIDE SMOOTH, EVEN SURFACE AND G ve ri zO n 1 F'C = 4,000 PSI - FOOTINGS, GRADE BEAMS Sc ALL OTHER 2.IF A GEOTECHNICAL ENGINEER HAS BEEN ENGAGED TO PROVIDE GEOTECHNICAL CONCRETE, U.N.O. ENGINEERING SERVICES FOR THIS SITE AND SCOPE OF WORK, THE GEOTECHNICAL SUBSURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF " REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF THESE CONTRACT CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING F'C = 4,000 PSI - RETAINING WALLS Sc PILASTERS DOCUMENTS AND SHALL SERPERSEDE ANY CONFLICTING DIRECTIVES CONTAINED TOPOGRAPHY AND STRUCTURES. WITHIN THESE NOTES, SHOULD ANY CONFLICTS BE PRESENT. FOR RECOMMENDED B.UTILIZE SATISFACTORY FILL MATERIALS RESULTING FROM THE EXCAVATION WORK F'C = 4,000 PSI - SLAB ON GRADE SOIL BEARING PRESSURE, FOUNDATION MATERIAL, FILL, FOUNDATION EXCAVATION AND IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR THE REPLACEMENT OF SITE GRADING, REFER TO THE GEOTECHNICAL REPORT. ALL FILL AND FOUNDATION REMOVED UNSUITABLE MATERIALS. EXCAVATION SHALL BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL 1 2.ALL CONCRETE UNLESS NOTED OTHERWISE SHALL BE NORMAL WEIGHT TYPE (150 ENGINEER PRIOR TO PLACING CONCRETE. C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE PCF). AGGREGATES SHALL CONFORM TO ASTM C-33 WITH PROVEN SHRINKAGE 3.THE DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF. COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. CHARACTERISTICS OF LESS THAN .05% (MAXIMUM SIZE). 4.STRUCTURAL EXCAVATION: 3.CEMENT SHALL CONFORM TO ASTM C-150 (TYPE V) UNLESS NOTED OTHERWISE ON A.AFTER EXCAVATION, THE EXPOSED SOILS SHALL BE INSPECTED AND TESTED. CONCRETE REINFORCING STEEL THE DRAWINGS. ANY UNSUITABLE DEPOSITS SHALL BE REMOVED AS DIRECTED TO REACH 1.REINFORCING STEEL FOR CONCRETE SHALL BE DEFORMED STEEL CONFORMING TO AMERICAN TOWERS 4.CONCRETE MIX DESIGN FOR DESIGN COMPRESSIVE STRENGTH GREATER THAN 2500 SUITABLE BEARING SOIL. ALL OVER-EXCAVATED AREAS SHALL BE BACK FILLED THE REQUIREMENTS OF ASTM A-615, (DEFORMATIONS SHALL BE IN ACCORDANCE P.S.I. SHALL BE PREPARED BY AN APPROVED TESTING LABORATORY AND SHALL BE WITH SELECT STRUCTURAL FILL OR WITH LEAN CONCRETE FILL TO THE WITH ASTM A 305 AS FOLLOWS: STAMPED AND SIGNED BY A LICENSED ENGINEER, IN THE STATE OF JURISDICTION. ELEVATION OF THE BOTTOM OF FOOTING OR FOUNDATION AS INDICATED ON THE THE MIX DESIGN SHALL THEN BE SUBMITTED TO THE ENGINEER OF RECORD FOR DRAWINGS. REVIEW. THE USE OF A POLYMER BASED WATER REDUCING ADMIXTURE IS OPTIONAL, B.NO FOUNDATIONS OR STRUCTURES SHALL BE CONSTRUCTED UNTIL THE BASE GRADE 60: (#4 BARS AND LARGER ) BUT IF USED, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. MATERIALS HAVE BEEN INSPECTED BY THE CARRIER CONSTRUCTION SUPERVISOR. 5.DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING 5.BACKFILL: GRADE 40: (#3 BARS ) 4" REQUIREMENTS: A.FILL AND BACKFILL SHALL BE COMPACTED TO 95% OF MAX. DENSITY IN A.THE MAXIMUM ALLOWABLE CONCRETE SHRINKAGE (28 DAYS) SHALL BE AS ACCORDANCE WITH ASTM TEST METHOD D-1557. FLOODING NOT PERMITTED. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED THE FOLLOWS: B.BACK FILL SHALL NOT BE PLACED SOONER THAN THE FOUNDATION OR SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI (RETESTS SHALL NOT P 0 W D E R R V E R RETAINING STRUCTURE HAS REACHED THE FULL DESIGN STRENGTH UNLESS EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3000PSI) AND THE RATIO OF .04% - WALLS OTHERWISE DIRECTED IN WRITING BY THE ENGINEER. THE ACTUAL ULTIMATE TENSILE STRESS TO ACTUAL YIELD STRENGTH SHALL NOT BE Engineering Services,LLC C.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL HAVE LESS THAN 1.25. www.powderriverdev.com .06% - SLABS, FOUNDATIONS AND ALL OTHER CONCRETE, U.N.O. BEEN REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS AND 2.WWF SHALL CONFORM TO ASTM A 82 AND ASTM A 185. LAP 1 1/2 SPACES (9" UNSUITABLE MATERIALS. MIN.) B.FLY ASH SHALL BE A MINIMUM OF 15%, MAXIMUM OF 25%, OF THE TOTAL 6.TRENCH EXCAVATION: 3.DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS SHALL CONFORM TO BUSINESS LICENSE #: N/A CEMENTITIOUS MATERIAL OF ALL MIX DESIGNS FOR CONCRETE > 4000 P.S.I.. A.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON A.C.I. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE FLY ASH WITH THESE SAME LIMITS MAY ALSO BE USED IN ANY OTHER MIX THE DRAWINGS OR AS DIRECTED BY THE CARRIER CONSTRUCTION SUPERVISOR. REVISIONS DESIGN FOR CONCRETE STRENGTH < 4000 P.S.I. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING STRUCTURES." REV DATE DESCRIPTION INT C.FLY ASH SHALL CONFORM TO ASTM C-618, CLASS F, WITH MAXIMUM LOSS ON OR SLOUGHING OF THE TRENCH WALLS. 4.MIN. COVER FOR CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS: IGNITION (L.O.I.)TO BE 3%. B.THE TRENCH WIDTH EXTENDS A MINIMUM OF 6 INCHES BEYOND EACH OUTSIDE D.MAXIMUM ALLOWABLE WATER-TO-CEMENT (W/C) RATIO SHALL INCLUDE THE EDGE OF THE CONDUIT OR OUTERMOST CONDUIT, WHICHEVER IS APPLICABLE. CAST AGAINST EARTH 3" TOTAL WEIGHT OF CEMENT AND FLY ASH. C.WHEN SOFT, YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE 6.CONCRETE SHALL BE CURED AND PROTECTED IN ACCORDANCE WITH ACI 308.1-11. ENCOUNTERED AT THE REQUIRED TRENCH BOTTOM ELEVATION, OVER-EXCAVATE CAST AGAINST FORM BELOW GRADE 2" 7.CONCRETE SHALL NOT FREE FALL MORE THAN FIVE FEET. USE TREMIE OR PUMP. THE TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED 8.LOCATION OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS, OTHER THAN ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL. FORMED SLABS ( #11 BAR & SMALLER ) 3/4" THOSE SPECIFIED OR DETAILED, SHALL BE APPROVED BY THE ENGINEER BEFORE 7.TRENCH BACK FILL: PLACEMENT OF CONCRETE. A.PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE SLABS ON GRADE ( FROM TOP OF SLAB ) 1" 0 04/04/18 100% CONSTRUCTION JHT 9.ALL CONCRETE WITH 28 DAY STRENGTH GREATER THAN 2500 PSI SHALL BE SPECIFICATIONS, DRAWINGS AND THE UTILITY REQUIREMENTS, UNLESS OTHERWISE A 03/29/18 ISSUED FOR REVIEW 90% JMB INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS AND FREQUENCY OF DIRECTED BY THE GEOTECHNICAL ENGINEER COLUMNS AND BEAMS ( MAIN BARS ) 2" INSPECTION DEFINED IN IBC TABLE 1705.3 AS PRESENTED ON VERIFICATION AND B.NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR 24 HOURS IN ADVANCE OF INSPECTION NOTES AND TABLES - SEE SPECIAL INSPECTION NOTES. ANY BACK FILLING. WALLS EXPOSED TO WEATHER ( #6 - #18 BARS ) 2" CEO PROFF EXCEPTIONS TO THIS REQUIREMENT WILL BE STATED ON THE PLANS OR SPECIFIC C CONDOTRENCTI BEFORE ACCEPTANCE TESTING.E BACK FILLING BACK FILL AND COMPACT ( #5 & SMALLER ) 1 1/2" `�, N �� S.3 10. PRIOR TO PLACING CONCRETE, REINFORCING STEEL AND EMBEDDED ITEMS D.PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE NOT EXPOSED TO WEATHER ( #11 & SMALLER ) 3/4" (\ 'Q' 2 SHALL BE WELL-SECURED IN POSITION. CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE 7 11. SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACES AROUND THE 5.BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR / ir ;32;! THE TRADES INVOLVED AND SHALL BE REVIEWED BY THE ENGINEER BEFORE THE CONDUITS. BOND. BEND SHALL BE MADE COLD. CONCRETE IS PLACED. CHECK WITH ALL TRADES TO ENSURE PROPER PLACEMENT E.PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR 6.PRIOR TO PLACING OF CONCRETE, REINFORCING STEEL AND EMBEDDED ITEMS SHALL OF OPENINGS, SLEEVES, CURBS, CONDUITS, ETC., RELATED TO THE WORK. PIPES, UNBALANCED LOADING. BE WELL SECURED IN POSITION. III O E e • CONDUITS OR DUCTS MAY PASS THROUGH STRUCTURAL CONCRETE IN EMBEDDED F.ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY 7.WHEN WELDING OF REINFORCING BARS IS REQUIRED, IN ADDITION TO THE SLEEVES BUT SHALL NOT BE EMBEDDED IN STRUCTURAL SLABS, WALLS, BACKFILL MATERIAL IN 9-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE REQUIREMENTS OF ASTM A-615, A REPORT OF MATERIAL PROPERTIES SHALL BE \ • CONTINUOUS FOOTINGS, GRADE BEAMS, SPREAD FOOTINGS, ETC. UNLESS THE REQUIRED FINISHED SURFACE GRADE. PROVIDED BY THE REINFORCING MANUFACTURER TO VERIFY THAT MATERIAL 'RCH 13 2�� 5� �y/�#. VV. B� SPECIFICALLY APPROVED BY THE ENGINEER. THE SPREAD FOOTING MAY BE G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN PROPERTIES ARE THOSE NECESSARY FOR CONFORMANCE WITH WELDING CJ LOWERED TO ALLOW THE PASSAGE OF PIPES, CONDUITS OR DUCTS THROUGH THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE PROCEDURES SPECIFIED IN AWS D1.4, "STRUCTURAL WELDING CODE - REINFORCING NON-STRUCTURAL SLABS. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING TRENCH BUT NO LESS THAN A MINIMUM OF 95% OF MAX. DENSITY IN STEEL". IN LIEU OF SUPPLYING A SUPPLEMENTAL REPORT, BARS CONFORMING TO ELEVATIONS OF ALL FOUNDATIONS, COORDINATING WORK OF ALL TRADES PRIOR TO ACCORDANCE WITH ASTM TEST METHOD D-1557. ASTM A-706 MAY BE USED. E90XX ELECTRODES SHALL BE USED TO WELD EXPIRES: 12/31/2019 ANY PLACEMENT OF CONCRETE AND SHALL NOTIFY THE ENGINEER OF FIELD 8.AGGREGATE ACCESS ROAD: REINFORCING BARS. MODIFICATIONS. A.CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD AND TOWER 8.WHEN REQUIRED, CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE E$ NSADPEEpppNSIOFSERVICE. .AREHESPIHEry mp RSO ; 12. SUPERIMPOSED LOADS SHALL NOT BE APPLIED TO ELEVATED STRUCTURAL COMPOUND TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. SCARIFY INSPECTION OF REINFORCING STEEL IN ACCORDANCE WITH THE REQUIREMENTS OF SONDES.LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE SHALL CONCRETE MEMBERS PRIOR TO 7 DAYS MINIMUM AFTER CONCRETE PLACEMENT AND TO A DEPTH OF 6 INCHES AND PROOF-ROLL ALL HOLES, RUTS, SOFT PLACES IBC TABLE 1705.3 AS PRESENTED ON VERIFICATION AND INSPECTION NOTES AND ARE EXECUTEDBE OR NOT. THESE DRAWINGS ENTITYNT INO$OTHPIONS NOT RE USED PRIORBY ANY PERSON OR O ON OTHERNCER.PROJECTS UNTIL 28 DAY STRENGTH HAS BEEN REACHED. SHORING SHALL REMAIN IN PLACE AND OTHER DEFECTS. TABLES - SEE SPECIAL INSPECTION NOTES. INSPECTION SHALL BE SCHEDULED SO WITHOUT WRITTEN CONSENTOF THE ENGINEER. UNTIL CONCRETE HAS REACHED DESIGN STRENGTH. RESHORING SHALL REMAIN IN B.THE AGGREGATE SUB BASE AND BASE SHALL BE IMMEDIATELY COMPACTED TO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS SITE INFORMATION PLACE 28 DAYS MINIMUM. AT NO TIME DURING THE RESHORING PROCESS SHALL 95% OF MAX. DENSITY IN ACCORDANCE WITH ASTM TEST METHOD D-1557. MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING THE CONCRETE MEMBER BE UNSUPPORTED. C.AFTER PREPARATION OF THE SUB GRADE IS COMPLETED, THE GEOTEXTILE STEEL. VERIZON SITE NAME: 13. PROVIDE 3/4" CHAMFER AT EXPOSED EDGES OF CURBS, WALLS, CONCRETE FABRIC SHALL BE INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY 9.FOR STANDARD REBAR HOOKS, REFER TO THE STANDARD HOOK DETAIL CONTAINED SANDBURG-A BEAMS AND COLUMNS AND ALL OTHERVISIBLE EXTERIOR CONSTRUCTION JOINTS, ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY OR SITE. THE HEREIN, AND FOR STANDARD REBAR SPLICE REQUIREMENTS, REFER TO THE U.N.O. FABRIC SHALL NOT BE DRAGGED ACROSS THE SUB GRADE. PLACE THE ENTIRE STANDARD REBAR SPLICE DETAIL CONTAINED HEREIN. 14. NON-SHRINK GROUT: SHALL CONFORM TO ASTM C-1107. MIN F'C = 6500 ROLL IN A SINGLE OPERATION, ROLLING THE MATERIAL AS SMOOTHLY AS ATC#:414382 P.S.I. AT 28 DAYS. POSSIBLE. 15. ALL STRUCTURAL CONCRETE IS TO BE REINFORCED. UNLESS SHOWN I. OVERLAPS PARALLEL TO THE ROADWAY AND SITE WILL BE PERMITTED AT THE OTHERWISE, SLABS ARE TO HAVE A MINIMUM REINFORCEMENT PERCENTAGE OF 0.20 CENTERLINE AND AT LOCATIONS BEYOND THE ROADWAY OR SITE SURFACE 6900 SW SANDBURG ST CONTINUOUS EACH WAY AND WALLS ARE TO HAVE MINIMUM REINFORCEMENT WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL PERCENTAGES OF 0.25 CONTINUOUS IN THE HORIZONTAL DIRECTION AND 0.15 OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE TIGARD,OR 97223 CONTINUOUS IN THE VERTICAL DIRECTION. SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE. WASHINGTON COUNTY 16. CONCRETE FLOOR AND SLAB ON GRADE CONSTRUCTION SHALL CONFORM TO II. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF THE REQUIREMENTS OF ACI 302, "GUIDE FOR CONCRETE FLOOR AND SLAB A ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT SHEET TITLE: CONSTRUCTION". FLATNESS / LEVELNESS SHALL CONFORM TO THE REQUIREMENTS (PREVIOUS ROLL ON TOP) AND SHALL HAVE A MINIMUM LENGTH OF 3 GENERAL OF ASTM E1155. FEET. III. ALL 12INCHES LONG TOBENSURE E DSTAB E POSITIONING DURING BETWEEN WITH STAPLES OR NAILS TE, 10 AND NOTES PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25-FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET ON CENTER. SHEET NUMBER: D.THE AGGREGATE SUB BASE, BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCHES (COMPACTED) THICKNESS. G N-3 AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE END-DUMPED ON 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. I 1 DISCLAIMER: 1 1 1 I THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF0 ■ A CURRENT LAND SURVEY, AND NO, E SITE VISIT WAS ���'�O 1. PERFORMED. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, II _ LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY I I LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. I Z T I ! _ _ — I I I I TAXLOT ID. I _ 1 ::;. — 2S101DD00300 TAXLOT ID. 1 - TAXLOT ID. 2S101DD00400 / `\ 2S101DD00500 AMERICAN TOWER® L___-_-__—_ _ — _ — \\ 2S101DD00401 ` SW SANDBURG ST — _ 1 TAXLOT ID. ` -- \ 1-1 f 2S101DD00702 POWDER RIVER 1 I \ Engineering Services.LLC TAXLOT ID. I www.powderrverdev.com 2S101DD00701 \ TAXLOT ID. \ 2S101DD00600 \ BUSINESS LICENSE #: N/A I \ REVISIONS \ REV DATE DESCRIPTION INT — — EXISTING SITE ACCESS \ 0 04/04/18 100% CONSTRUCTION JHT I I I I I ,NW I A 03/29/18 ISSUED FOR REVIEW 90% JMB I D.a A, S e \ EXISTING BUILDING 'sc S'S, - - - - - _ (TYP.) ecot1GINEFR / - - - — 82593PE 17 /I ‘\ EXISTING AMERICAN / TAXLOT ID. TOWERCOMPOUNDIlliki / 2S101DD00703 • ,fI EXISTING PROPERTY OREGON ; • / LINE (TYP.) TAXLOT ID. �Q man 73,2O0 i1 / 2S101DD00800 C " • O / , i - - - - I 20 RR . s G-°15 / I Expires;12/31M9 / THESE PUNS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE `/ AND SHALL REMAIN THE PROPERTY OF POWDER RNER DEVELOPMENT SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL I NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS \ WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. I I SITE INFORMATION \\ VERIZON SITE NAME: s\` I SANDBURG-A >?No \ qtF ATC#:414382 \. I 6900 SW SANDBURG ST 'N."-, TIGARD,OR 97223 N WASHINGTON COUNTY \\ SHEET TITLE: \ I i \ 1 : � PROPERTY PLAN 00 - _ SHEET NUMBER: \ PROPERTY PLAN I SCALE 1^=80' (11x17) I I C—O 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. j DISCLAIMER: THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF ■ A CURRENT LAND SURVEY, AND NO A&E SITE VISIT WAS PERFORMED. ALL PROPERTY LINES, EASEMENTS, SETBACKS, verizon AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START / OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES, j 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 - /\ , /\\ /\\ AMERICAN TOWER® PROPOSED VERIZON 20kw GENERATOR I } 11 Opa / I , I POWDER RIVER PROPOSED EQUIPMENT I b Ewww.powderriverdev.com W/ 3'X3' GROUND SPACE ° (OTHERS) PROPOSED ICE I i 21' - °d _ PROPOSED VERIZON EQUIPMENT BRIDGE (OTHERS) BUSINESS LICENSE #: N/A I 0 . _ I ON 12X20' CONCRETE PAD /////// /j� REV DATE REVI DEOSCNS PTION NT I- d AND GROUND SPACE N lo io , I ♦ ♦ ° ° d♦ gid, u PI j 11 1 I ' PS X ¢ ' I 0 04/04/18 100% CONSTRUCTION !FIT EXISTING UTILITY H-FRAME ,'• I A 03/29/18 ISSUED FOR REVIEW 90% JMe — e - (OTHERS) > EXISTING MONOPOLE d • . _ x. D. a! SigAlf . e I I d ° • N PROPOSED VERIZON ICE BRIDGE CONCRETE CURBS (TYP) (�i GINE- S6> N x d 9 <GN FR O d � e PROPOSED VERIZON I J 10 tV 82593PE y .d OVP (3 TOTAL) 116, I 1 �< -�I " I �� 2."+ x OREGON d J C p C �dn 13,2O add' -X- _ -X - - X - - X _ _ X- - -X- _ _X _ _ X - - X - - X- - _X_ - _X _ _ X - - X - - X- - 206, 0 R SGS Expires:12/31/19 THESEXISTING 57'— 0 DADESHALL SREMN SPECIFICATIONS. PROPERTY OFI IPOWDER RIVER DESER NSTRUMENTS OF O MEN E REENERPDMEEXECUTED OR O THERAAW NGS AND WHICHPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN 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: •ii A SITE PLAN 9 SHEET NUMBER: SITE PLAN I SCALE: 3/16"=1'-0" (11x17) I 1 v 1._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. GALVANIZED STEEL POST CAP 1/2"X3-5/8"X5" FINISHED GRADE OR GROUND U GALVANIZED U—BOLT COVER, MATCH SLOPE AND ve ri zo n ASSEMBLY (TYP) THICKNESS OF EXISTING CAUTION TAPE • UNDISTURBED SOIL 12" MIN. DEPTH MTS WAVEGUIDE BRIDGE MTS: WB K210B v � UT " � L" w��w " (OR APPROVED EQUAL) PE. .atz z.=.=Ooltra.=.=.=.=.=.l, VERTICAL TRAPEZE KIT /'� / //// >= MTS: WB T24-3 z a o d' ���//�/�� //�/// COMPACTED tJJ.a 3-1/2" O.D. PIPE (SCH 40) p w / / BACKFILL WITH L1 GALVANIZED � � / \ SATISFACTORY 12" DIA. ROUND \//�\/ /j�% IMPORTED R SOIL AMERICAN TOWERS FOUNDATION ;:; ;::,: TO 95% PROCTOR GRAVEL • .. . \ FINISH GRADE `OF /�\ :.`.:;-'-,,: .1.-f,:...;;,,,1 :,. :,:i.; ',...;.;`. ': ;UQW �UUW "VUR•` UW UUW UULY �� COMPACTED SAND ,.;. � 'w"'\0 00 00 • �oO��ooO��o�r -)OI/�-'U�OL/�-�U� "N-O0OI/r-9UOC)Or EXISTING GRADE POWER CONDUIT 12" TELCO CONDUIT / � ��\/�\/� POWDER RIVER 24" MIN. Engineering Services,LLC v z \\// ��. _../ ���\ MIRAFI FABRIC 500X (OR www.powderNerdev.com \-.. i // APPROX. EQ.) NOTES: BUSINESS LICENSE #: N/A 1. LEAN CONCRETE, RED—COLORED TOP, MAY BE USED IN PLACE OF REVISIONS i COMPACTED SAND. REV DATE DESCRIPTION INT 2. IF POWER AND TELCO ARE PLACED IN THE SAME TRENCH, PER NEC CODE, A MINIMUM OF 12" SEPARATION IS REQUIRED BETWEEN THE POWER AND c FIBER CONDUIT. 1' WAVEGUIDE CHANNEL NOT USED1 0 04/04/18 100% CONSTRUCTION JHT 2 CONDUIT TRENCH DETAIL SCALE: NOT TO SCALE A 03/29/18 ISSUED FOR REVIEW 90% JMB 12" BRIDGE SUPPORT P/N WB LB12 3 ALL EQUIPMENT AND COMPONENTS SHALL BE 24" BRIDGE SUPPORT P/N WB-LB24-3 ANCHORED IN ACCORDANCE WITH ALL CURRENT QED PROFF BUILDING ANCHOR CDESIGNODE EANID 3 ECFICATION IISENTS, AS ICABLNOTE ��Cj��_G 1 N F . S' , INCLUDED AS PART OF THIS SCOPE, BUT SHALL BE PROVIDED PRIOR TO CONSTRUCTION, FOR (V 4,7 ALL EQUIPMENT, MECHANICAL AND ELECTRICALpp COMPONENTS THAT ARE SUPPORTED BY THIS ! P3 t�I/, ; SLAB FOUNDATION. 4" GALVANIZED 0�E 0 / ies STEEL POST CAP ' ) .• a ' RSH 13 �� 5� �\ Ft W. 6 \� � HYBRID 3/4" CHAMFER AT #5 HORiZ. BARS 0 12" O.C. EACH EXPIRES: 12/31/2019 ; I EXPOSED EDGES j CABLES WAY AT MID DEPTH OF SLAB 3" CLR �� i/ ', '� THESE PLAES,SL AND SPECIFICATIONS.AS INSTRUMENTS FDERRIVER OFTO DEVELOPMENT E.ARE AND SHALL REMAIN THE PROPERLY Of POWDER RNER DEVELOPMENT SERVICES.llC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS MID SPEGFlCATIONS SHALL VERTICAL TRAPEZE " ° v c NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS KIT MTS: WB—T24-3 11.1:0,„ o ° e° V° ° ° ° WRHOU PR OR WR EN CONSENT OF HE ENGINEER. 'Nilo. -Op \ ° °' ° ° o ° °° ,° NQ\P SITE INFORMATor-o; ION a4 4 y �G ° a` ° ° 4 ° i‘ls VERIZON SITE NAME: 111 3 1/2" SCH 40 ° SANDBURG-A 711M GALVANIZED STEEL ��Ir .��'r ."� �� ��.a�I��. �Imo/I��.��.�� ��.��1��." ICE BRIDGE ���►���I����►������iii.��►��g�����►�����►ra�������i��� • SUPPORT POST '�������I i 4i'ki ��������A��������������a����������� ATC#:414382 4// 9D/#,D/*4 /440/.D4"D/,�D/#j /#j. #4eao#4 /0j ,47 14" *.`D WWillI���011OilI��1�1,11I�0‘eageoll eogeogeogeogeovegogeomeom N 6900 SW SANDBURG ST Ii ELD #2 GND WIRE FROM PICE OST 1D%t44D/#4700�41i/ �D/�jD/#4,D/�4�D/#47004.D/1441!4#4�D/447D/#4"/�4�0/#4T/0•470,4D TIGARD, OR 97223 BRIDGE TO POST 4:.011 ��' 42,AI :':AilluO:e.':'':�.':.n flA:A':.':.':r , WASHINGTON COUNTY ilio IIP VS CADWELD #2 AWG GROUND SHEET TITLE: WIRE 6" ABOVE GRADE FROM EXCAVATE 12" BELOW BOTTOM CONSTRUCTION POST TO GROUND RING OF WITH E GINB RED BIAND LLKFILL MATERIAL DETAILS SHEET NUMBER: ICE BRIDGE DETAILS SCALE: NOT TO SCALE 4 EQUIPMENT PAD DETAIL SCALE: NOT TO SCALE 3 C-1 .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. TOP OF LIGHTNING ROD A, TOP OF LIGHTNING ROD POWDER RIVER ENGINEERING SERVICES HAS EL. 105'-0" (AGL) EL. 105'-0" (AGL) NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE • h TOP OF EXISTING TOWER iba TOP OF EXISTING TOWER — SUPPORTING STRUCTURE, AND ASSUMES NO verizo Y EL. 97'-6" (AGL) \ EL. 97'-6" (AGL) RESPONSIBILITY FOR ITS TONS. R SUPPORT THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY S . OF EXISTING ANTENNAS (OTHERS) OF EXISTING ANTENNAS (OTHERS) OTHERS) SHALL BE PERFORMED FOR ALL EL. 97'-0" (AGL) EL. 97'-0" (AGL) !II 111. _ Ins IN TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS. AMERICAN TOWER® 404 ' POWDER RIVER PROPOSED VERIZON OVP Engineering Services.LLC (3 TOTAL) www.powderrverdev.com PROPOSED VERIZON ANTENNA — (3 PER SECTOR, 9 TOTAL) BUSINESS LICENSE #: N/A TIP HEIGHT OF VERIZON ANTENNAS REVISIONS EL 64'-0" (AGL) 4 REV DATE DESCRIPTION INT . OF PROPOSED VERIZON ANTENNAS I 1134, EL. 60'-0" (AGL) • 11., R iI; I, PROPOSED VERIZON MICROWAVE— —' \\__ (1 TOTAL) WITH (2) ODU PROPOSED VERIZON RRU 0 04/04/18 100% CONSTRUCTION JHT (4 PER SECTOR, 12 TOTAL) A 03/29/18 ISSUED FOR REVIEW 90% JMB PROPOSED VERIZON MOUNT D.A .41. Sla •- e (SEE SHEET C-3) 0� NGINEFR Sc ' 4/./ 82593PE I'' 17 `` Y OF o OREGON 0 ' PROPOSED VERIZON HYBRID CABLES 74. ✓ (3 TOTAL) ROUTED PER ATC 'Q ap 13,200 0e".. STRUCTURAL ANALYSIS cygR �Ofi 20 .A . , -15 Expires:12/31/19 PROPOSED VERIZON 7/8" COAX -NESE PUNS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT (6 TOTAL) ROUTED PER ATC SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE THESE DRAWINGS ANDSTRUCTURAL ANALYSIS NOTE BCUTED E USEDRBY NOT.BY PERSON OR ENTITY ONS OTHERTIONS IHALL WRHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. SITE INFORMATION VERIZON SITE NAME: PROPOSED VERIZON CAT5e (1 TOTAL) ROUTED PER ATC � SANDBURG-A STRUCTURAL ANALYSIS ATC#:414382 6900 SW SANDBURG ST TIGARD,OR 97223 WASHINGTON COUNTY SHEET TITLE: ELEVATIONS GRADE I I ab, GRADE SHEET NUMBER: EL. 0'-0" (AGL) EL. 0'-0" (AGL) TOWER ELEVATION (EXISTING) SCALE. 3/32"=1.-0" (11017) 1 TOWER ELEVATION (PROPOSED) SCALE: 3/32"=1'-0" (11x17) 2 C-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. POWDER RIVER ENGINEERING SERVICES HAS PROPOSED VERIZON RRU PROPOSED VERIZON ANTENNA MOUNT NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE (3 PER SECTOR, 9 TOTAL) (COMMSCOPE MCG23HD-10M-9-96 SUPPORTING STRUCTURE, AND ASSUMES NO U OR EQUIVALENT) RESPONSIBILITY FOR ITS ABILITY TO SUPPORT ���'�O THE PROPOSED MODIFICATIONS. PRIOR TO CONSTRUCTION, STRUCTURAL ANALYSIS (BY v�, OF �P OTHERS) SHALL BE PERFORMED FOR ALL y P"Q `6 TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES 14-s:0' o �• AND ASSOCIATED EQUIPMENT MOUNTS. `-s 0' `'o. Pti e�P< • D° vs / P FT �� q I `� �, ' �lk./> �� P\' b- AMERICAN TOWER® X00• .-4 j , ier; Illes'' 0- J 457- PROPOSED VERIZON �a / flpi OVP (3 TOTAL) r iPOWDER RIVER PROPOSED VERIZON MICROWAVE l ,,' il T (1 TOTAL) WI (2) ODU :��■ .....011"." Engineering Services,LLC tiBT•"': 1. www.powderriverdev.com PROPOSED VERIZON ANTENNA BUSINESS LICENSE #: N/A (3 PER SECTOR, 9 TOTAL) REVISIONS CO m 4ii* t fit-14 r REV DATE DESCRIPTION INT g Q W II J 0 04/04/18 100% CONSTRUCTION JHT A 03/29/18 ISSUED FOR REVIEW 90% JMB ANTENNA PLAN (PROPOSED) SCALE: NOT TO SCALE 1 D';;.fit #8ho . e ��6NGINFFR `�iS'/0 FINAL ANTENNA, EQUIPMENT & COAX CONFIGURATION to 82593PE ANTENNA ANTENNA RRH JUNCTION BOX (OVP) DIPLEXER (TOWER) TMA (TOWER) STATUS NOTES ' . 1► SECTOR POSITION QTY COR AZI COAX HYBRID MANUFACTURER MODEL (QTY) MODEL (QTY) MODEL (QTY) MODEL 1 (QTY) MODEL (1) ERICSSON RRUS 32 B2 r' 2 1 JMA MX06FIT845-02 50' (2) (1) ERICSSON 2X2212 LTE 700/850/PCS 9L J• OREGO 9 ALPHA 60' 7/8" (1) ERICSSON 2X2212 �p an 13, , Off. 3 1 JMA MX06FIT845-02 50' 813 LTE 700/850/AWS Cay O� 4 11 CSS ANTENNA X7C-480-0 60' 85(1) ERICSSON 2X2212 20'1R s P20-15 850 CDMA 'Expires:12/31/19 1 1 JMA MX06FIT845-02 170' (1) ERICSSON RRUS 32 LTE 700/850/PCS THESE PUNS PND SPECIFICATIONS AS INSTRUMENTS OF SERVICE.ATE B2 AND SHALL EEC WHETHER TNR PROPERTY OF PoR WHICH DEVELOPMENT SERVICES, WHETHER THE PROJECTS FOR WHICH THEY ARE MADE 2 1 JMA MXO6FIT845-02 170' (2) 3 (1) ERICSSON 2X2212 ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL 7/g" 6x12 Bs6A (3) RAYCAP LTE 700/850/AWS NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRKKt WRITTEN CONSENT OF THE ENGINEER. BETA 60' HYBRID (1) ERICSSON 2X2212 DC6-48-60-18-8F 3 1 CSS ANTENNA X7C-480-0 180' B13 850 CDMA SITE INFORMATION (100) (1) ERICSSON 2X2212 4 1 RFS SC2-1908 198.29' (1) 85 MICROWAVE VERIZON SITE NAME: CAT5e SANDBURG-A 1 1 CSS ANTENNA X7C-480-0 300' (1) ERICSSON RRUS 32 850 CDMA B2 2 1 JMA MX06FIT845-02 320' (2) (1) ERICBON 2X2212 LTE 700/850/PCS ATC#:414382 GAMMA 60' 3 1 JMA MXO6FIT845-02 320' 7/8" (1) ERIC Bo3N 2X2212 LTE 700/850/AWS 6900 SW SANDBURG ST 4 (1) ERICSSON 2X2212 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) 2 C-3 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 Ci t,1 11ti. t „..,.,,..4„.„, Product Datasheet RADIO FREQUENCY SYSTEMS _Wil RADIO FREQUENCY SYSTEMS iis iethillijno its ( tear sltisicst iiallism■ ilibust Group Datasheet HB114-U6512-xxx-LI Series Group Datasheet HB114-U6S12-xxx-LI Series HYBRIFLEXTM RRH Hybrid Cable Solution 6x12, 6AWG HYBRIFLEXT”' R51-i. hiybrid Cable Soluti• on 6X12 6AWC AMERICAN TOWER® Lo v-ir1duct3nce, 1 -1/4", Single-Mode Fiber With DLC Connectors [ _-: f .r;tJu :t lr c :t, 1-1/4r' Single-Mode Finer With P C connectors 0,.1_,„-„,lr,t•rmatIvil tangth,tri ratodoi N robot tarvgtfc ft• '9' 1�1"(wither- ..cv.th,$• modal t'unEws RFS'HYBRIFLEX Remote Radio Head(RRH)hybrid feeder cabling solution combines a tr; s.a_12 t t .3.i HI.1: a,, i',3,1-t; a ir.1 t t,_ 4 12..1 -LI optical fiber and DC power for RRHs in a single lightweight aluminum corrugated /1 Iff / ,/ 2C, tY 11.4,..r.6.512.2 s l iu-- H s 1.1.--43•,12-;:u,.;1 ns 5;11444- »,,, „, ,, cable,making it the world's most Innovative solution for RRH deployments. 31 H9 t N,�.i a L ( Hb 1 i i ,12.2571-Lr cxa D 11^. i,z ,,tis t - / k ._. ^lu•: 4 t 2d:i.l I __.. _.. iiP11#,:m t x01:1 -�. _13'1111 i '12 ti ..__.. This low-inductance version of HYBRIFLEX allows mobile operators deploying an RRH t;., P RIVER ,, HRS 1 ,�z is lb 11...s r<;#i �:a1 HP 14-4.M512-490-ti C architecture to deploy>400ft sites without the danger of power cycling their RRHs ✓ GO HSt Y a t;tvL. ;0 e1l4L6,It }Ll 5d0 tiet14u .,1 r;?LI Servi due to voltage swings,which could occur in some specific instances.It combines f 4P+,',PAStz 70d= Het 1 i ., 1>>ra i 1016t i4 <-5€a,u w w.powderriverdev.coLm bend-insensitive single-mode fiber(12 pairs of DLC connectors),6 pairs of low-induc- •/ .80 H64 4-u652-80-tt .:o HFtt2:44S StIi- l42 HR+r .'eiS1i.5?13-11 tante DC wires and 9 pairs of 18AWG wires used to carry alarm signals.The package r. ..r 90— )1E1(4..L•35121-1301- ''i r1a114-06 +10.13 `30 115114++3)51i.530 LI also includes a special RFS-designed DC insulating boot,used to properly protect and 48114,1„-6512 3243,1 1140 E 11d rs t.'S 40 L BUSINESS LICENSE # N/A ,..' loo HB? 4sa r7 t insulate the DC wires after stripping thejacket,avoiding ; pp ng possible short-circuits while f tca +181144)61112-1i` 1 17 HS 11evi S 1, 3304.1 HE t l a',.,6S12-s..44... wiring it to the distribution boxes.Standard RFS CELLFLEXO accessories can be used 1 ,_ ;in.- ,tat to cw_t2•; t i 't') H8114-1.6312-1404.1 .. Hit iy t v t_- s tl REVISIONS with HYBRIFLEX cable. y,--•"' .,, _.. -L. i . hPb'14.-V6512.350 L, ;,q H6t t4 t ayd .. REV DATE DSCRIPTION INT 0USTED 1a ..... _ H6114 u8$12 1 1 .8 HF11412: {I *0" HE1141.,3a2.3n,,r-L, 5911 He-114+,61)12.5%.1II Structure A 7&11 sol.I -t tdJ;.' +1) riS114- ti'£. i??F ,; WO H6 t 1 t x,512-e ?i.l Outer Ocndvtt0'.ArrrlOr Corrupted�ilu�^tt rr. mr.:(tali 0OYI .ii y. X70 Hr,, :2f?,,,:: ,YO i61A,.4:',7,2-3W.,..L, WO H91114 136112,6t0-43 Js ieel Harr:Retardant ;inn)OM 39 3(1 54) ,'' llb NV thfi'• H6'.. 1-1.13 (1 ,J.i_, dfl+ ritsl l4,it 700 HR114 t 26512'-70(t•LI UV-Protector) individual and Es:e r..,la,Let Ye< .;.` -J 191 ri$! d .0.-17•19.)i., 4101-6114.0831 2-41,1,4. i%DG i k e 12.6+041 it . '4 H61144. k's;Properties 2 1E i 4 U`bS 12-2`)1.ci 420... HD 114445317•42(,-,I 900 4811 LIS 12.4O,bLl We1r i,Appauxlrnatt ikght i19'I)( 2 52(1.70? 21,0^* 49114-1,16,212-21-3-0 430... )ir i s..: ,37 s3`l.' 1;R^�, +1111144..3517-1000-11 Min'murn Bending Radius, �, t'•..,. ._. 0 04/04/18 1007 CONSTRUCTION JHT rngieaendina €murhi.J t3 ) :=r`f _,..• •2u 18,1'41 12-2200.1 440 HRt14-''0572-dot-L• i,r. 1 -..r. on4e';, ^:ht..,:,pr,»rtt a*amory,•.qui Sr,F.r e,ner-Cx:eact RE;t;,,detail A 8 ISSUED FOR REVIEW 909 JMB Mintrmum Sending Rafts,. . Q Repeated aendbng r (men Pin}I 2$4 1101 D :� ! l� e Rc,carrtmRndtd/Maxtrrum,lame Spacing ... €rn(.i}] 10/12(3,25/40) r-'' tis Electrical r r lilt in(WI 0.(027) i-^ r t2 ColortsJ € em.s r,; OCJ i �jGIN E j4 /® 0 Resistance Osier Conductor Arrx.r t n. !! ,,2 opertiee OC Resistance Power aMe 13.3mm 6Aw,) isi'km(sirs COOft( 1442) Patented DC Wire insulator Marken 32-(810 hSwers)Mei C9 rtriuctan a s10o-1�wz twm Swift) <p 19(0 O) Used at the DC wire connection in distribution boxes, r skein.,r4}, , ,: :_,::- . ;,,,+. tnAv+t Alcorn r.- t- 82593PE; "'tleis prevents potential short circuits e...'Fe .rmmtnwr4aaww1(1)V0awm ��l- ngie-*rode u»-awatei IRa-1 Rnw.a"rw+w.A,w.. ; t� _� - wn OyorftitY F bet count 24{12 paws) __ •Aluminum corrugated armor with outstanding s 'Ars ' 0 - (Ore/ lad .___ 91125 -`--- twcNaa..aa,�P, 4irro mesA.Cotw,n.Gt.,..r *' udmi�ar t xeaa ` Pr ma. t bending characteristics ;. i ax3nor cn-aRa :'� -.; `" ..,., ., ---- ------ y Oai mfAeyatel m 45 r .nataawu rrtr.a.ewa.ar,;at..waw ---•---.IPS...-.-- �--------•-baro}------^---..— Minimizes installation tithe and enables mechanical i-..• — —. 7'` 5<condary.Ccat JtarreteyNorTrei IMmi 50- r:snaweaoetnst.wn.arsw area i. E, �wrn� ft.,,, OREGON protection and shielding "",n'""'�..a nv�r iRln mutt Bend=ng Pad4us rtxn On)1 i 37(54) ` �L / ltwo siprterixer,,,unaaar* - 1 A+w / CM 13,204 ' ` Op.aai Loss O.wavelength 13 t Onm di3/km 0.5 - - ._. .>_ r wrT f o •Same accessories as 1-114"coaxial cable steel.xPk.BF.AV/Y.&...Nowt« _ �-- ----` 61. wsaNe.snwa r.:'� Op1lcal Loss C•vravN<ngth 155Bnrr, datkm 0 5 ,.cN,w<axM5i ,,nMaO.. rJ ee.rereao iCp.ra s CA/ SO DC Power Cable Properties -- @ �R Size(Power) €n r(AWG)) t 3 3(G) •Outer conductor grounding ^� • C rhe:aP Au.eux.rgt5v'rwr.uskg r—'' '-'� T J- e•ei.r✓PKwnSlp.-o-a+a 210 . -15 s tlantrty,W re t 3uni tvoo,e7I r tz eorewn1 Ic tNirest i nates typical grounding requirements and saves reror*Aiwa.'rn•«w:AA .,..___ . l t r -e. „ •P.-r.a E X fres 12!31119 CAI Intl { installation costs i ,. --- -�......._.._.. p ryr(Alarmi 08�) a+.�apia..wcer<urt.u.rt� r , �ti-arwu wMna-na>i i n (AWG); 0 8 f18 059054}w e event(43141101 I THESE PLANS AND 1 AS INSTRUMENTS OF S ARE } _. t8;9stra,xJed pairs} •Lightweight solution and compact design --,ifr`Typ.r32'bit. -'i : , 1 b2`tsi3metes)Mm.- �' i1°''"''''. ''"' 1 AND SHALL REMM PROPERTY or o ocRa RwER DEVELOPMENT E ylan Decreases tower loading ,1reo res ^"'' SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE >RioOs Jct ket tltameter Non.na4 Intro(1r))) 9 3(0 365) I 1 ARE'%ERE USED OR NOT. THESE DRAWINGS ENT C SPECIFICATIONS E IOJE SHALL , i iaJ.Nur tc'Vi•r ty�},,._ NOT wi BY ANT PERSON OR ENTITY ON OTHER PROJECTS Environment •Robust cablingTt• r `Z 0..113^ WrTHOUT PRIOR WR(rTEN CONSENT OF THE ENCtNEER. installation temperature - I.C.PIA -. 20sa+6=(4 to.1491 o f taAATn 8,r Cuter Length-- a„r.q nr a.o Peu .i Eliminates n_ed for expensive cable trays and ducts • SITE INFORMATION Operati Temperatutt__ _ (PI)) 40 t +65_,E71-0-1 to*1441 (A'rM11YtO n"'rt g a r+*. TI I :e. + e ctorag,'temperature --""�____ (°F)J — -46-ito+70(-40 to 4-158) •Optical fiber and power cables housed in ..s- p,,,,,, '+ !i"!' x' standards�mteets or ext reds) single corrugated cable �`"�- * VERIZON SITE NAME: Jacket U12882 Type RHC,UL Listed_..._ ___.._. Saves(APEX by standardizing RRH cable installation M, ..ate a ./..- SANDBURG-A _Elbe(Optic UL Listed Type M48(006651,5045 Compliant — - and reducing installation requirements til Standard 10E31581vw-lMTWCal and Gaohne9Eek ATC#:4143$2 Alarm wes ,Outdoor,flame-retardant jacket v f �lr�L 4n-ffn kf P_yJ?k 1rLgShy R PQSt S. 11 a�1rSLI ES(Cable meets.JL re„uoorrent Rol-pREACH C orrliantp Power wires For use in TyEe RHCper U.288c Pvct an ROHit'8EA H Compliant Ensures long-lasting Cable protection _�_ ? "'� Sfhow S%S tfYBRifLEx.inatniiatiantoxis can SitPplifyRStittlereke fLeLtfttQtk issl.Yo 2471 maINIMMIIIIMINNIMIIMIIIIMII 6900 SW SANDBURG ST TIGARD, OR 97223 RFS The Clear Choice' www.rfswortd.corn RFS The C'Iea ChDi:e"' `w.rfcworld.co WASHINGTON COUNTY H8114-U6S12-lucx-U series I Feint Date: 12.5 20151 Rev: }'4 l Rev Date:12.6.2015 Page l of 2 1411114-U6512 xxx-U series i Print Date: 12 b 2015 f Rev P4 j Rev Date:12 6 201S Page 2 of 2 AO information contained in this datasheel is Subitict 50 roni+nnation at time at a,deririg. l at,,, ',fled in V.datasORM b wb.e t to<wdim+at+ar,at tures of 0.rtlerir.4. SHEET TITLE: CABLE SPECIFICATIONS SHEET NUMBER: CABLE INFORMATION I C-3.2 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. I?5 j verizon i p 4 h • - " 1 lit I_ I LIR kr M II E I 1 tf<x N.Ipsr, 1 �_ 17611:5 1i19!^nl 1 9 - ...- «}. I I yO4 m f., i,H SAI�f} 1 F _1_f m 1 ST005 ,13'L I E iSllhnrn .. 1 s .111P,I HK YE I.ES } Y] LOH',.it\C, 1lj I ta.r 5 4 moi I z` AMERICAN TOWER® ?.� inin T.-_ T t1.444.4444 . ffii9RiT'YIEW 9ACit Y'E++ ,}+a} # F a [ -.—_ --! Lt tlIll,PI EE laq, y » � .111, ROTTOM VIEW _.•!l gg i kiC)f It)N1 VIEWkill° •�£ r 1 E ® -- n , ° ®' I POWDER RIVER f P � e l + Imo/ Engineering Services,LLC T_. i �" °: {7 www.powderriverdev.com io i. tile,.. : fi E BUSINESS LICENSE #: N/A 1/11,16 SST R rxwwM OYiRPE)a tik REVISIONS MANUFACTURER: JMA WIRELESS REV DATE DESCRIPTION INT MODEL: MX08FR845-02 MANUFACTURER: JMA WIRELESS '=-i;-4 WEIGHT: 55.0 LB MODEL: X7C-480—V ,-';!',' ";.- DIMENSIONS: HxWxD: 95.9" x 15.4" x 10.7" MANUFACTURER: RAYCAP WEIGHT: 21.6 LBS jFREQUENCY: 698-798 MHz MODEL: DC6-48-60-18-8F DIMENSIONS: HxWxD: 50.5" x 12.5" x 7.1" '-a 824-894 MHz WEIGHT: 32.0 LBS FREQUENCY: 698 — 896 MHz "'.. c - 1695-2180 MHz DIMENSIONS: HxWxD: 28.93" x 15.73" x 10.3" CONNECTION: (2) 7-16 DIN FEMALE CONNECTIONS: (8) 4.3-10 FEMALE RRU QTY: 6 ANTENNA INFORMATION SCALE: NOT TO SCALE 5 ANTENNA INFORMATION SCALE: NOT TO SCALE 3 OVP INFORMATION SCALE: NOT TO SCALE 1 0 04/04/18 100% CONSTRUCTION JHT A 03/29/18 ISSUED FOR REVIEW 90% JMB D. ,e i 8149# . e O\��' NGINEFR Sis,Io 4Lir 82593PE �� ` DISTRIBUTION 111111A `' I 17) . \ Vii[ 1 �' OVP BOX \ \ '_ �it �.� ��'( �O ���13 2oo9�d� ���: cy o � �'� ��'' DISTRIBUTION I 20 AR S G ,5 AV '''NIj� ,g I OVP BOX Expires:12l31l19 TOP BRACKET ` :10� MOUNTING / 1 I BRACKET THESE PIAIS 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 EXECUTER OR NOT. THESE DRAWINGS AND SPECIFICATIONS THREE NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. RFS APM40-2 ANTENNA MOUNTING � BRACKET (OR EQUIV.), (TYP.) iI SITE INFORMATION �1. ► '. VERIZON SITE NAME: PROPOSED ANTENNA ' 1 .ilir 10. , SANDBURG A 1 1 1 1 i PLATFORM OR T-ARM ATC#:414382 ` j' 1 1I�\, / , to�>* ' ''►�, 6900 SW SANDBURG ST i0 �- ' 'w-� TIGARD,OR 97223 I II BACK TO BACK WASHTON COUNTY PIP(SITEPRO SHEET TITLE: BBPM-Kt) MANUFACTURER: RFS ', EQUIPMENT MODEL SC2-190BB WEIGHT: 20 LBS BOTTOM BRACKET DETAILS DIMENSIONS: HxD: 26.4" x 11.7" FREQUENCY: 17.7 — 19.7 GHz 6 ANTENNA ATTACHMENT SCALE: NOT TO SCALE SHEETNUMBER: ANTENNA INFORMATION SCALE: NOT TO SCALE 4 OVP ATTACHMENT DETAIL SCALE: NOT TO SCALE 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. verizon . , Technical specifications Network interfaces •Outdoor unit Environment Alcatel,Lucent - -- (fittidiov Applications •Mobile backhaul(Super P014, •Network management system interface:Ethernet •Network management data —Height:287 mm —Widtit 287 min --,Depth.119 mrn *Ekill-EMC.EN 50022 Class 8, EN 301489.1/EN 301489-4 •Safety:EN 60950:2000 ATM and Ethernet aggregation) channel interface:64 kW's Weight:6 kg •Ecological:ECMA TR/70 •Full Ethernet/IP backhaul VII co-directional •Temperature (WIMAX,IP-DSLAM) AO Power supply -IDU:-40°C to+65°C •Fixed and private networks Dimensions •Standard-48 to-60 VDC -ODU.-33°C to+55°C •Indoor unit(rack,desk AMERICAN TOWER® User interfaces or wall mounting) •Optional:-24 to-60 VDC Network management Alcatel-Lucent 9500 MPR •32-port El •16-port El Any Service Any Port -Height:88 mmServices •Integrated network management in Windows environment MICROWAVE PACKET RDIO (ASAP) -Width:444mm •Network des*and planning •Hotline •Embedded web browser for NE •Embedded 4 x GE electrical and -Depth:250 nan sir vision 2 GE optical -MSS-4 •Repair and return express, •Intuitive supervision systems swap and repair,spare parts Height 40 min, management •SNMP agent with TCP/IP rerouting Indoonoutdoor connection -Width:427 mm •On-site visits,urgent interventions, capability •Single coaxial cable for split- POWDER RIVER -Depth:250 min technical assistance •Interoperable with all Alcatel- mount configuration -Weight:<6 kg fully equipped ••Trainingfrom theory to installation' Lucent wireless microwave and Engineering Services,LLC •length up to 300 m transmission equipment www.powderriverdev.com The Alcatel-Lucerit 9500 Imiklowave Packer Radio(MPR)platform erables smooth transformation of back- •Impedance SO ohms -2.5 kg baRc configuration Alcatel-lucent University-based or at customer premises •Fully 1350 OMS and 5620 SAM haul networks from TOM to IP; based on its market-leading.ability to handle packets natively As a result, •Bundled services during warranty compatible period and warranty extensions BUSINESS LICENSE #: N/A Inc Alcatel-Lucent 9500 MF'R efficiently transports multimedia traffic while still supporting legac-y TDM with the quality of service end users require With this platform,networks can easily and effiaently absorb rapid Table 1.Tedinical summary REVISIONS REV DATE DESCRIPTION INT gr ow th in multimedia traffic because the Alcatel-Lucent 9500 MPR improves packet aggregation. increases ',—: MiInton TOL /Inns 186n- 004: 1.14% KM Ma Zinn- .26411: are 126* airs' I andwidth,optimizes Ethernet connectvity arid adapts padcet transrriision to the air conditions and quality liEQUINCTIMeinit SX564% MS-Ta TZTS-13 en-MM MS•11.7 tn.WS m..1•5.15 TO•III Z19 231532 952 3482 2235 as neem IN-n.96 . (425•En rt'qu:red by different service types KAMOIRInt IIINAMAI 149 3.5 111 /13 tit 519 21 t 521 195 155 95 ST Tin VS 4449*(044.4509490+99.54.0*954*454A40-9444900*40944om-4090***4'41595409(448t4su4$*499954.924-44**099.49 9 cr119 ST 245 295 .1,-.: 521 241 *1 95 VT It 155 tal 15,5 55145' 249 94 5 2119 215 IT3 e0.4 DES 119 Vs 041 Vi 9-5 %I 0 04/04/18 100% CONSTRUCTION JHT Features Benefits A 03/29/18 ISSUED FOR REVIEW 90% JMB . ••1N1m 25,5 15.5 *5 *9 99 99 1111 145 495 12,5 1U r44 1(5 • intelligent indoor nodal unit that • Reduces OPEX by aggregating wan 215 245 24,5 2125 20 241 99 15,5 son 115 to to a Ira .1. Slims • e -,-,,----,-,- . ,,,,,--- t. .. ,...4:.----7,---x.:.., •,;-.!... _ r ....,_,t,...,...t .....,,.tt..4:iii, . supports up to six outdoor um to . • Universal 001,)that is capaoty and modulation independent multiple acons tia(..ti n of ogies over an E th ern et convergem:e layer • Pr ot la<ts ope tato,s'in ves Onen t and sratufiellelerial 1SnsnM DS Zz!. 223 as 155 555 144 05 11,5 15 Si 1510 119 'C GINE 641 —......._ — . Woe isen ipii us 1,8 146 ins 1110 Is III Mt sr it 954 115 t 9., tli 82593PE • Flexible aggregate capacity sharing poqi dons bacichaul networKs for arart 7ins Illt1 111.5 111 5 113,5 tra5 199 1015 14145 %V 03,8 419 as isT Mit rovvave So,vice Sy/stc Is VASS)IndOor unit betvveen El and E Mern et or ATM smooth migraton from Mkt to IP new irk Gava, iri.,0 941 949 iii 913 1915 5%1 +2 9S5 95.5 9/1 915 *I 1 . ' OF traffic • Delivers me performance revels that twiliv 4- ?tats 9751111/99 (99 1143 0515 r/(5 1%5 1159 1149 Mr 1141 941 SO 941 Itin /055 • Adaptive packet tram,por t that end users demand,using innwatve • OREGON S. iivw nnoloo to;rm 151,1 1155 104 199 run 8554 11(5 WU us 911 Us *5 iiki improves performance for priority packet features74. ,,, t en 13,20* o ' imo tmarbk 6-41,0 915 915 KS 915 NT 9/55 NT *5 925 VT in 555 115 5 T ervl(ef: • Simpli fieioiployrriert with fast • Output power agility pre-provisioning, quick cut ip and uhttel, 215 QE 144 4955 114,5 ISS r1T5 103 1111 109 9925 119 r941 111.1 ine in 5 InS CNR S C0 ,• • Packet-baled in barrel,xoss-connect network!Nanning ,„ INA 2sissies can up son IN tgs lim nie io.5. as Kr us 9.15 ser ®r 20 Expires 12131/19j • MIN ME FP encapsulabOri • Inamaces si-liability and availability 1:•-,vw matte DOM' DM tut 1149 1E9 191 as 965 919 599 119 ET 91 1 SO .' 2 • El ectr-Kal and optical GE interfaces and enhances CAM with end-to-end v=viyik 215195'S srw 1199 MT 1115. 925 +1 NI srs NT 195 95 149 Us 49,5 TIT PUNS PAID.SPE411C,AllONS.AcS),INSTRIZEN,I,S CF SERTFEZE PI ,sir L a . 5oftware-based configuration service-aware management provided 15 n® MIA Rh 123191 143 +5 95,5 925 995 191 111 ISS MS NS /SH $13 TILI SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL by the A k'atel-Lucent 5620 Saw and corer USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS • muitiseryuce switas,ng t.ersacity iis WA 5519144 VAN IRS KS 5155 MS 45 sns ARO 945 ST ST 849 15145 1515 WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. I.It,Tt ovnlOor mint the Alcatel-Lucent 1350W O SITE INFORMATION greater than 10 Gbis vs lot 1151914429090140.5 915 911 125 Ill Rs ot MS 555 155 241 AS 255 • Enhances performanceand reliability • Radio thnxigtput greater than 2 Gbis mtriefr 55/9509 555511 MO 91.1 SU Ins at in i D sm Ms 'II 5 s S s ,ss ATE , with bunt-in test functionsVERIZON SITE NAME: • Terrrination of 1S2xEl ,n oroir 1 linlIOCOMOMMI011 41.19%1,1 Kt St1.110 , E ntieda ed symtronizaton di stributon SANDBURG-A ernitation even in full Ethernet infrastructure • Termination Of In verse Multiplexing _,........„.. . , • Nodal rrv<rowave 4011 figura tv)n with ATC 8:414382 AT6t1(IMA)group a single paxket rriaVix SVC tad ng both www.alcatel-lucent.com , . .,,v,a,,i-u,,,,,,a,,I,,,,•.. • ,,,q, 924 9a254.99294 5 44 5,131411, ' '.IL'' 0,5 WAIT*0,JD40I5.,' Ethernet and TDM 2191019,09.99 9(9409*, 1 ''.999-,5 '5,1 14.994 910124 L.4„:,,,'- t-IA,, 6900 SW SANDBURG ST ki mututattet 099,hAr ':',Dyr,ltr :Aka,A-.,•«At • NO single pewit of failure cklaiMzOw ism In TIGARD,OR 97223 • standalone Site Aggregator compat- WASHINGTON COUNTY 'hie wi in any mu I ti 6,en dor in cr ow ave infraittudure Alcatel Lucent SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: ODU SPECIFICATIONS 1 C-6 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. DOTES TIP SEPERAFION CMART ../"'-4\ .+ ve ri zo n 02.314rBO.Snuni TYP"_ •.•.f. 1°a \ C L"-7---; :::::•:::i.....-ra \\ D /„, _.., / / \\////10%6' \ 12,r .,, x( 1/1Y \L\ 1Ad :3200 4mm o / sI' ' ', A. ;R AMERICAN TOWER® / 1. Aorlta.,- - \ la ' Tr \ . f/ \ - *. \� 54T 1270.QOam� t \:.. __-,.- -_ :'iii a __-,—x.' 15,6;381.00mN fre :1080m 72 BA ;1643 Or"°' POWDER RIVER ri r ;.._.. I Engineering Services.LLC www.powderriverdev.com I I I e �'.'iivu,rr ,IL.,,,, +7*,'4 .'. `{` BUSINESS LICENSE #: N/A OR .I BB'0' '-i i 36tat - REVISIONS i r _�A! ji F181r Inn, REV DATE DESCRIPTION !NT E ;9, � i t PATENT PENDING I ."•7-72 --T fi"---^1 I 15LUSIXPE zp ol NORT iEIWIJNA I A 1 $ ' MAN014XECOlOCA1gN MOTORRRWP3ND A I 471 . L. _ LI — 1:6 3t:2o V El -A' . , G;mN�.-.N.,.,AN.�RR; C � ♦ I $ 2 I 0 04/04/18 100% CONSTRUCTION JHT I ♦ I... _. l. . . 2 _... _..._ 1 A 03/29/18 ISSUED FOR REVIEW 90% JM8 NOTES T ACL I.0 Alt WARM;NALFT L NS ARE HI BRACTErE. D._,._1; Stop ' e o ,,,.:233n 60.64AmI '-- \ o (��c�, 'F'NGINE4 s�'i02 y� 8?598PF F �- 3$ ' Nov ? s i u TABLE �,r';r.. ; ..4.;._-_,-_-,--__:::-.--, Y 4 'x41 + i OREGON ��E E ii -!_' ,, �j JdO 13,200° 0' -' ..t.,..,. M. M .I ,, r IIM.,>1`. n, . �' `•\I'.�". � Loi f 4'+ Expires:12/31/19 ♦t_,.•$1 IV. . i 1 �,'" THESE PLANS AND SPECIE'ICATIONS.AS INSTRUMENTS OF SERVICE,ARE \\ SER SEES, CRWH THE PROPERTY OJ OF POWDEROB RIVEY ARE ` •!` r �4 SERVICES,LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MAGE r r' y, ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL li -+ -.-� NOT BE WITHOUT PRIOR WRITER CONSENT BY ANY PERSON OR ITY OF ONOTHER ENGINEER PROJECTS R ECTS I i S* '' if SITE INFORMATION L , ir VERIZON SITE NAME: / ISANDBURG-A s - j23_./ J r r ft 2.8&lI732Nml ATC#: 414382 -- - -- 'DIAGONALSMUST©E INSTALLED ASS MOWN' 6900 SW SANDBURG ST TIGARD,OR 97223 PATENT PENDING WASHINGTON COUNTY 6. . :-. . . I,t .. , SHEET TITLE: A , :..: :.,>.WPOLE00LACAtfp+1 500WP FRAME. A EQUIPMENT c 1:20 MCG2311OSERIES DETAILS ?e,,„,.....uw•n...,•N,�., C SHEET NUMBER: NOT USED 2 MONOPOLE SECTOR FRAME ASSEMBLY SCALE: NOT TO SCALE I C-7 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 SDC2O I 2.51 1 20 kW - AC GENERAC INDUSTRIAL SDC2O I 2.51 1 21..! 1 -AC GENE AC INDUST rt.q�. I INDUSTRIAL DIESEL GENERATOR SET INDUSTRIAL DIESEL GENERATOR SET n EPA Certified Stationary Erneigency !Node!&0071180-0(Steel) i EPA Certified Stationary Emergency DIMENSIONS M40 WEIGHTS* 4 Standbyi —;-- it * 7: Peltier Rating AMERICAN TOWER® 20 kW AC,60 Hz i !r ..-___.. _..,... c...._:-...... ; i l'ii i �: 1Ir : - - --"IF I, gfirr 1 � , ' era § I I. iF i ;.. rt> . to , )Ill*Itli __ � e POWDER RIVER 1 �'"` g,t. [ Itt Engineering Services.LLC j { I www.powderrwerdev.com lc $ (iiii0 # 1 '+ tBUSINESS LICENSE #: N/A p t"` I -- ! REVISIONS Efri 1!". R++,�-,.,,{,,,,•�,, f REV DATE DESCRIPTION INT Codes and Standards Powering Ahead I .1 Generac products are designed to the following standards: , ? os/04/,a ISSUED CONSTRUCTION FOR REVIEW 909 JMB For over 50 years,Generic has provided inoovatve design and 1 G LL2200,UL5D8,U1142,UL489 supergortnanulactur a D t e Generac er es superior quality bydesigning and 1„ l'.° _ �g���NGwEcRs% CINPPA 37,70,99, 110 srrarrutxcttrrutg most of de gertato,wrtlp rners,including1 I` �� O 82593PE NrPA atr�ts,era sures and base tanks,Contro systems and W 4‘,.. ! communications software. c C NEC700,701, 702,708 Generac gensets utilize a wide variety of options,configurations . ' ! — ,' s and arrangements,allowing us to meet the standby power needs • ,t OREGON 5 r of practically every appt�cation. Level 2 Sound Attenuation Enctesure -9� Jin 73,2O0< i 1503046, 7637,8528,9001 �anrknatkwua 45 O C;enerac searched globally to ensure the most reliable engines Uub/e Cann* Gal o1)92 f 3482) O ctigR S PO powerc Lir geparatom..We choose orgy engines that taVe already 48 x 36.91 20 r i -15 iirrr�rrldsair NEMAIC510,Mal,250. ICS6.AB1 been proven inheavy-dutyindanaiapplications under adverse (12194915),2:99 Expires:12/31/19 Gonditians, W04.41b$(fr4) 2400(1 089)ilAit Angkrasdr/I44•0THESy' ,` p@.fY TS OF SERVICE,ARE ♦A mea re'^Ait'S$•7:apprmdnett and kr egioneticn torivnel,dr*? AND ESHALL SREMAI TAND HE SPECIFICATIONS. Of FOR RR RIVERDEVELOPMENT �'d Levet 85 d9A SERVICES.LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ,_,..... .....,wH ANSI C62.41 Generac is dowdiest to ensuring our customers'service ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL YOUR recTtetY Rtr oanlzcu ct rnac INDUSTRIAL DEALER NOT BE USED BY ANT PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRRTEN CONSENT OF THE ENGINEER. support continues after their generator purchase. SITE INFORMATION VERIZON SITE NAME: SANDBURG-A ATC#:414382 6900 SW SANDBURG ST Sig gig;nog a:ta.x1Nsg nDw+ERxEP. � .rwwWO W4,saetEr=OpkOrumryixivms:fr; a=s.wasc4wa4 tower;M.7,07,$V46.91:.4,wase-.�r.t.artaracn.t a+.T0r;4W-t TIGARD, OR 97223 _ __ _ WASHINGTON COUNTY Goma:Poser Sy.4eau,Inc I P 0 B O 6 I Wa o so,Al53169 w � Doornail nail Ito 10000000144 R . ?;541-4grI-gRlr]Gem.:Pew%Sesrrn /E_441f,tsrtmermlAtno., .:,'I.•„ ;r', N ,.7;:,/ _,1,1Ingo Reg J2/2.'11 SHEET TITLE: ......... _. EQUIPMENT DETAILS SHEET NUMBER: GENERATOR SPECIFICATIONS SCALE NOT TO SCALE 1 C-8 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. NOTES: 1. SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. 41 3. COORDINATE UTILITY,NLOCATE TFO6E DIGGING. verizon 3. CONDUIT TRENCHING DEPTHS AT 36" OR 6" BELOW FROST 411111.fr4 LINE, WHICHEVER IS GREATER. 4. ALL RING AND RADIAL DEPTHS AT 30" OR 6" BELOW �� FROST LINE, WHICHEVER IS GREATER. 7 5. WELD GROUND TO FENCE AS LOW AS POSSIBLE TO DETER COPPER BONDING CONDUCTORS TO COPPER THEFT. CABLES AND EQUIPMENT. SEE GROUNDING PLANS FOR DETAILS I id, -S / 4 3/8" BOLT AND GRADE I HARDWARE (TYP.) �, I o p� AMERICAN TOWER® o Ci z o ,�N 7#2 SBTC O,' A 0(1/ r sti �% CHERRY BUS BAR �- , ''0 0 0 '� INSULATOR (EYP OF ' 0 lli t ®0 j 2). NOT USED WHEN 4.46 Ger`��/p o®�p 0 -J.". � �� DIRECT ATTACHMENT EXOTHERMIC WELD ,�, TO TOWER STEEL IS /a. 0®0�®,0 1� REQUIRED POWDER RIVER COPPER CLAD STEEL GROUND ROD ® 0 Engineering Services.LLC (SEE SHEET G-1 FOR SIZING) 4"x24"x1/4" TINNED COPPER GROUND BAR '� www.powderrverdev.com ' (HAGER OR APPROVED GLE.L)00 �\ EQUIVALENT} BUSINESS LICENSE #: N/A GRQVNO NO( WALL—MOUNT BRACKET REVISIONS NPL a5' o #2 AWG SOLID TINNED OR ANGLE ADAPTER REV DATE DESCRIPTION INT �xCEP�P�\E COPPER CONDUCTOR TO (AS REQUIRED) MAIN GROUND BAR OR 0\C "0\AK)'(. EXISTING GROUND RING (TYP.). CADWELD TO BUS BAR AND GROUND RING NOT USED 5 GROUND ROD DETAIL 3 GROUND BAR DETAIL SCALE: NOT TO SCALE 1 0 04/04/18 100% CONSTRUCTION JHT A 03/29/18 ISSUED FOR REVIEW 90% JMB NOTES: D ' 4,4 SI q,� e '"" GINE FR o',9 MALE SCREW COVER. INSTALL 1. CADWELD "TYPES" SHOWN ARE EXAMPLES. CONSULT WITH 2 WITH TEFLON LUBRICANT CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF tU 82593PE PVC COLLAR CADWELDS TO BE USED FOR THIS PROJECT. 2. CONFIRM WITH TOWER OWNER THAT THE USE OF ‘1&,8" MAX. CADWELDS IS ACCEPTABLE, PRIOR TO INSTALLATION. 11111k , / TTOESOP OF AD — FINISHED GRADE �,' # OREGON �' 2" MAX. y Q ✓an 13 20og 0� 40. c . God SUBGRADE �_� I^ 2O .11� S I S F" x E2" DP. PVC SCR Expires:12/31119 FEMALE ADAPTER & SCREW �� \ C•r-i-i?' 4410 THESE PVNS MND SPECIFICATIONS,AS INSTRUMENTS DF SERVICE,ARE 36" MAX. I ON CAP #MT—C6492 �� � AND SHNJ.RE14UN THE PROPERLY OF PONDER RIVER OEVELDPMENT REREICES,LLC WHETHER THE ERDRAWIN FDR 0 SPE THCA ONS MARL #2 SOLID, BARE, TINNED ARE STERE UD OR NOT. THESE DRAWINGS ANONPTHER PROJENSCTS SHALL NOT USED BY ANY PERSON OR ENTITY ON OTHER COPPER GROUNDING TYPE 2-YA-2 TYPE VS TYPE YGHC WITHOUT PRIOR WRiLTEN CONSENT of THE ENGINEER. — —� CONDUCTOR — SITE INFORMATION _0 VERIZON SITE NAME: EXOTHERMIC WELD #4/0 19 SANDBURG-A (THERMOWELD OR STRAND, BARE, TINNED COPPER EQUIVALENT) DIRECTLY GROUND RING \ ATC#:414382 TO TOP OF GROUND lit, _ ROD ril- 1" WIDE SLOT. TYPICAL FOR 2 EXTEND 2" ABOVE GROUND ' � 1 it� ^' 6900 SW SANDBURG ST Jr- RING (8" TYPICAL) TIGARD,OR 97223 WASHINGTON COUNTY 3/4" x 10' COPPER CLAD SHEET TITLE: STEEL GROUND ROD TYPE GT TYPE YA-2 TYPE PT7. GROUNDING DETAILS SHEET NUMBER: NOT USED 6 TEST WELL DETAIL 4 CADWELD CONNECTION TYPES SCALE: NOT TO SCALE 2 G-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.