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GENERAL INFORMATION 1. THIS UNSTAFFED AND RESTRICTED EQUIPMENT SITE,WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR RECEIVED T ■ MO b ile SERVICE. ■ 2. T-MOBILE CERTIFIES THAT THIS WIRELESS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY CARRIER EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE • PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH • � U�7 DISABILITIES ACT(ADA),APPENDIX B SECTION 4.11(5)(b),THIS FACILITY IS EXEMPT FROM R O THAT ACT. PLANS PREPARED BY: 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. I • OF CITYTIGAR•Mc)bilemD J 5. T-MOBILE MAINTENANCE CREW(ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER —• CORNEEEN'Rc 'RsFONERc MONTH AT ONE HOUR PER TRIP. � ON . � �� � 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 WOODINVILLE,WA 98072 PHONE'.425 487 1732 WWW.CORNERSTONE-ENGR.COM SITE NAME: SITE NUMBER: =PROJECT INFO: GREENBURG PO01373B P001373B FILE NAME: GREENBURG SW PACIC PO01373B_GREENBURG_L1900 CAPACITY_FCD_CCA_03-21-17 11744 TIGARD,OR 972 3WY WASHINGTON COUNTY LOCATION: [ CONSTRUCTION -11744 SW PACIFIC HWY, TIGARD, OR 97223 _ J VICINITY MAP GENERAL LOCATION MAP PROJECT TEAM DRAWING INDEX _REv._DATE:=IssUEDFOR: BY:_ �• �.�m P�! DWG DESCRIPTION r , R N 3 ;wa ' APPLICANT: DEVELOPMENT MANAGER: . $r ® a 6 .arlawrwwin>itia c i • ■�� swV•nem q .:- PM 1_ T-MOBILE MICHELLE PLOOF Ti- TITLE SHEET .�` 5W Lacu■,ia .' # ( 1, 'S""tub ,Rd.& 8960 NE ALDERWOOD ROAD (509 220-9473 G-1 GENERAL NOTES L • 1 i IT*,1bm R _ 1 r r u Ca.Mmn ) 7 9w 9aIr Wlb - - -z?•` rl"�sn n.e Ra_.. .. *- -' I ° , PORTLAND,OR 97220 michele.ploof1@t-mobile.com Al- SITE PLANq• gMoRka �! y, '•""'""s 1 A-1.1 ENLARGED SITE PLAN Qq 03-22-17 FINAL DMO Q11 • sa- .„ .$ '�!a �: q�, X mth M° },;� PROJECT ENGINEER: PROJECT LEAD/SITE ACQUISITION: A-1.2 ANTENNA PLANS&SCHEDULES `R•a.r h' jr CORNERSTONE ENGINEERING,INC CHRIS FORSBERG A-2 EXISTING&PROPOSED EAST ELEVATIONS 03-01-17 PRELIMINARY JRF "• of t '' t 16928 WOODINVILLE-REDMOND RD N.E. (503)860-2587 A-3 DETAIL SHEET #1 OW SITE LOCATION -w.eR.n..tR•k 9@ 9 9 —DRAWN BY:—CHK.: APV.: M1 ` .. ...AI”.'SK+Ir Jb S H 1 RG ON .0 � _ t STE 210 chns.forsber crai wirelessconsultin corn A-3.1 DETAIL SHEET r ! • - a.t■u v. pd�y,�- MARKWOOW LLE,WA 98072 RF-1 RF DETAILS L JRF MWO MWO i f 4' MARK W OLSON,P.E. OPERATIONS MANAGER: qg .co• ay < E-1 SCHEMATIC GROUNDING PLAN&DETAILS 6 y g F ,..-4',1, g ..i p (425)487-1732 SCOTT WINECOFF CURRENT ISSUE DATE: A :2.71c i Bir b 1 '1` Mr P r MARK mss=.. (425)829-0030 �h1or 9r :•c `v. PROJECT CONSULTANT: scott.winecoff@t-mobile.com 03-22-17 "mob'$, .. � as o-a- -a o-n r. .. _ v � y �, c_- f T,o� ' I CRAIG AND ASSOCIATES y s= _LICENSURE: SITE LOCATION'a 'i sw �' 4, �. _,,o , 1324 SEVEN SPRINGS BLVD#314 CONSTRUCTION MANAGER: # �j , ti NEW PORT RICHEY,FL 34655 JON HANDY D PROF ' IL sw -•=---ano� , at•..jBRR'.ae- • (703)626-1188 (503)930-8158• 5t �NGiNEFRss� D' ill ; -� 99aiiyp,��f n ... ,,� s `.. jon.handy@craigwirelessconsulting.com c� Tqw• H *Or: 0 `" —-. PROPERTY OWNER: cr 745384010111r ' '�_ - t r '_ '? ! ...+••i0 p6 et — .,t, `�_„------, TBD CONSTRUCTION MANAGER: y' Rd . b. �Ca, t ; i ✓Jr Fa.Rroa ADAM SPRAGUE �i 3 r GREG _ t(mem s d oa..f (503)309-1380 e o e ? $ christopher.sprague4@t-mobile.com 'Q p� O �.11. r P _ P.,. t TOWER OWNER: W. 12/17 CROWN CASTLE INTERNATIONAL REGULATORY REVIEW: EXPIRATION.DATE:12/31/16 ITY APPROVAL/SIGN OFF OF DRAWINGS DRIVING DIRECTIONS REDMOND,8547 THAVENE LEEANNHAVELKA PROJECT DESCR aa ����pp��__,,,C PPROVAL: REDMOWA 98052 Ieean 266-82ka iteafik40 ED FOR I DL' COMPLIANCE CONSULTANT DATE SIGNATURE FROM NEAREST T-MOBILE OFFICE: (425)202-2774 leeann.havelka@t-mobile.com TOWER WORK HEAD SOUTHEAST ON NE ALDERWOOD RD,GO 0.8 MI. *• PROJECT LEAD TURN RIGHT ONTO NE 105th AVE,GO 0.6 MI. • REMOVE(1)FXFB RRU A A. r roved■ TURN RIGHT ONTO NE SANDY BLVD,GO 0.1 MI. -• REPLACE(2)PANEL ANTENNAS - ,SECTOR ONL CONSTRUCTION MANAGER TURN LEFT ONTO NE 102nd AVE,GO 0.9 MI. • RELOCATE(2)PANEL ANTENNA• rq-'&BETA SEC RS)I • ADD(2)PANEL ANTENNAS(ALPHA&BETA SECTORS) TURN RIGHT TO MERGE ONTO 1-84 W/US-30 W,GO 0.2 MI. / ,;...�- SITE ACQUISITION • ADD(4)FHFB RRU'S Permit#: 13 U p r�� `. MERGE ONTO 1-84 W/US-30 W,GO 6.1 MI. PROJECT INFORMATION • ADD(1)FRIJ RRU _ LANDLORD'S REPRESENTATIVE USE LEFT(2)LANES FOR EXIT TOWARD SALEM,GO 0A MI. • ADD(8)AWS/PCS DIPLEXERS • a �! MERGE ONTO 1-5 S,GO 1.1 MI. Address: ` J - t it •' t"-" r r,' KEEP RIGHT AT FORK TO STAY ON I-5 S,GO 7.7 MI. CODE INFORMATION: PARCEL NUMBER: TAKE EXIT#292 FOR OR-217 TOWARD KRUSE WAY,GO 0.3 MI. ZONING CLASSIFICATION:COMMERCIAL 1 S136CCO2100 GROUND WORK &lite # DO NOT SCALE DRAWING CONTR TOR MUST VERIFY CARRIER DATE SIGNATURE TURN RIGHT ONTO OR-217 N,GO 1.0 MI. BUILDING CODE:2014 OREGON STRUCTURAL SPECIALTY • REPLACE(1)HYBRID CABLE _LL DIMENSIONS AND At VISE CO SULTANTS OF ANY AREA OF PARCEL: • ADD(1)FSMF(L2100,L700) �� •• AN OM■•I,SISIO,..,L - ---OF THIS TAKE EXIT#6 FOR OR-99 W TOWARD TIGARD,GO 0.3 MI. CODE AMENDMENTS(IBC 2012) B� DRNFO •UP.rtf .,iT1r TES REVISION DEVELOPMENT MANAGER CONSTRUCTION TYPE:V-B ±20,473 SQ.FT.(0.47 ACRES) • ADD(1)FSMF(L1900) ,' r- 0 u= • TURN RIGHT ONTO OR-99 W/PACIFIC HWY W,GO 121 FT. OCCUPANCY:U • ADD(1)FSMF(L2100,L1900) IS PROPRIETARY BY NAT. .ANY USE OR. CLOSURE PROJECT MANAGER ARRIVE AT THE SITE ON THE RIGHT JURISDICTION:CITY OF TIGARD PROJECT AREA: • ADD(2)FSMF(U1900) OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS • ADD(1)ESMB(G1900) STRICTLY PROHIBITED. RF ENGINEER PROPOSED BUILDING USE:TELECOMM ±112 SQ.FT.(EQUIPMENT AREA) • ADD(2)FBBC(L2100) —DRAWING TITLE: OPERATIONS MANAGER SITE LOCATION(BASED ON NAD 83): NEW IMPERVIOUS AREA: • ADD(1)FBBC(L700) OFFICE COP LATITUDE: 45°26'06.16"N(45.437778) 0 SQ.FT. • ADD(1)FBBC(L1900) Y[ TITLE SHEET CONSTRUCTION MANAGER LONGITUDE 122°45'33.14"W(-122.759206) TP OF STUCTURE: 134.1' REGULATORY REVIEW LEGAL DESCRIPTION BASEOFSTRUCTURE: 201.5'AMSL(MONOPOLE) DRAWING NUMBER: NO TITLE REPORT PROVIDED GENERAL INFORMATION: -r..1 0 1.PARKING REQUIREMENTS ARE UNCHANGED.(NON ASSIGNED TECH PARKING) REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH 2.TRAFFIC IS UNAFFECTED. REDLINE NOTE AS DRAWINGS ARE BEING REDLINED CEI JOB NUMBER: L1900 17-06011 GENERAL NOTES: 26. GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURER A/C AIR CONDITIONING MAX MAXIMUM 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF SHALL BE:PANDUIT CORP.METAL LOCKING TIES MODEL NO.MLT4S-CP UNDER SERIES-304(OR 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED EQUAL).PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL MFR MANUFACTURETERI MATERSQUI GENERALCO,ANDANY SSCOPE E WORK CES EA FURNISYTOCOINGMP ETL Mobe MATERIALS,EQUIPMENT,LABOR,ANDANYREQUIREMENTS DEEMED NECESSARY TO COMPLETE DESIGN CRITERIA: 2. STRUCTURAL STEEL TING,EXPANSION BOLTS, ERECTION(INCAD WELDING,HIGH BLDG BUILDING NG MGR MANAGERM • PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL J STRENGTH FIELD BOLTING,EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE BLK BLOCKING MIN MINIMUM BASED ON THE A.I.S.I."SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. SPECIALTY CODE AMENDMENTS(2014 OSSC) WITH 2012 IBC CHAPTER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPLICABLE CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS. CLR CLEAR N.S. NEAR SIDE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS. DESIGN DATA FOR THE CITY OF TIGARD,OR: CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONC CONCRETE =PLANS PREPARED BY: ARCHITECT/ENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) CONST CONSTRUCTION O.C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS O.D. OUTSIDE DIAMETER 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 95 MPH(3 SEC GUST) 0/H OVERHEAD EcFEroNE AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB . A. WIDE FLANGE SHAPE ASTM A992,Fy50 KSI DBL DOUBLEE ENGINEERING,INC. ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE B B. OTHER SHAPE,PLATES AND ROD ASTM A36,Fy 36 KSI DIA/0 DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53,Fy 35 KSI DIAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,Fy 46 KSI DN DOWN PROJ PROJECT 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY WOODINVILLE,WA 98072 CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL.IN F. CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE:425.487.1732 THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE PSI POUNDS PER SQUARE INCH WWW.CORNERSTONE-ENGR.COM WORK,UNLESS DIRECTED OTHERWISE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 4, ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13. EA EACH PT PRESSURE TREATED NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE EL ELEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT CODES. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS =PROJECT INFO: DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED BY W.A.B.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUALIFIED EQ EQUAL REQ REQUIRED MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDING/DWELLING CODE 2014 OREGON RESIDENTIAL SPECIALTY CODE(2014 ORSC) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 60 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT. STRUCTURAL CODE 2014 OREGON STRUCTURAL SPECIALTY CODE(2014 OSSC) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING P001373B MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE(2014 OMSC) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING EXT EXTERIOR 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO ELECTRICAL CODE 2014 OREGON ELECTRICAL SPECIALTY CODE(2014 OESC) WITHIN 4"OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL FIRE/LIFE SAFETY CODE 2014 OREGON FIRE CODE(2014 OFC) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET GREENBURG CODES OR ORDINANCES TAKE PRECEDENCE. ENERGY CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE,(2014 OEESC) FLUOR FLUORESCENT SIM SIMILAR B. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE FRAMING SHALL CONFORM TO THE A,I.S.1."SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 11744 SW PACIFIC HWY SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERS" STL STEEL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL TIGARD,OR 97223 AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7, BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4"DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD WASHINGTON COUNTY MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SQ FT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION 1 ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. GRND GROUND SQ IN SQUARE INCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 2 CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"DIA.ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED ISSUED FOR: BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. CHAPTER 19 OF THE 2014 OSSC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS l BEARS THE ARCHITECT'S SIGNED WET STAMP. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH [REV ONLY IF THE TITLE SHEET IS STAMPED"FOR CONSTRUCTION"AND EACH SUCCESSIVE SHEET FOLLOWS. HORZ HORIZONTAL THK THICKCONSTRUCTION JTYPE OF CONSTRUCTION 28 DAY STRENTHS W/C MINIMUM CEMENTSPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. HT HEIGHT TNNG TINNED THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TOBE HVAC HEATING VENTILATION TO. TOP OF(FD) RATIO CONTENTtD. ALL WELDS TO BE 1/4"FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING Tos. TDP OF STEEL :=DATE:=ISSUED FOR: BY._ ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PER CUBIC YARD NP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHALL A. SLABS ON GRADE 2,500 PSI 5 0.45 5 SACKS 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR .0. NSIDE DIAMETER APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. TOPPING SLABS APPROVED EQUAL. N NCH UNO UNLESS NOTED OTHERWISE NFO NFORMATION 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN CONCRETE PIERS TOWER/POLE NOTES: NSUL NSULATION VERT VERTICAL 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING NT NTERIOR V.I.F. VERIFY IN FIELD B. ALL STRUCTURAL CONCRETE 4,000 PSI <-0.45 6 1l2 SACKS CONSTRUCTION. BC NTER NATIONAL BUILDING CODE EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH Q 03-22-17 FINAL DMO 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/0 WITHOUT C. CONCRETE WALLS 4,000 PSI s 0.45 6 1/2 SACKS WP WATER PROOF EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION. UPON COMPLETION OF WORK, 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE II U.N.O. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE Q 03-01-17 PRELIMINARY JRF ON OR ABOUT THE PROPERTY. CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.CONTRACTOR SHALL REMOVE PROCEDURES OF CONCRETE PLACEMENT. it PLATE 0 0 0 0 CHAIN-LINK FENCE DRAWN BY:=CHK.: APV.. ABBREVIATED ROOFTOP SAFETY PROCEDURES M 0 R 0 CHAIN_LINKFENCEW;BARBWIRE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL BE LEFT 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITHCL CENTERLINE JRF MWO MWO IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. • AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494,C618,C989 AND 01017.TOTAL AIR (WHEN APPLICABLE): 0 0 0 0 WOOD FENCE 13. THE GENERAL SHALL RECEIVE WRITTEN AUTHORIZATION TO WITH CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2 OF THE 2012 IBC. (E) EXISTING T T TELEPHONE CURRENT ISSUE DATE: CONSTRUCTIONHEENERAL PRIOR CONTRACTOR STARTINGLLWORK ON ANY ITEM ANUTHORIZATION CLEARLY TO PROCEEDDEFIROC Y THE (AS PER"ACCIDENT PREVENTION PROGRAM"-BY PERMISSION OF WREN CONSTRUCTION,INC-03/01/99) 0 DETAIL NUMBER -P -P - POWER 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1),GRADE 60, SHEET NUMBER GROUND WIRE [LICENSUR03-22-17 CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTSFALL PROTECTION METHODS AND EQUIPMENT ®fy=60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE COAX COAXIAL CABLEGRADE 40,fW40,000 PSI.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED ROOF TOP INSTALLATIONS 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOIDSHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615(St)MAY BE WELDEDE: DISTURBING NORMAL BUSINESS. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES 1. FOR WORK IS BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE SPECIFIED INA.W.S.D14 ARE SUBMITTED. CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE SPECIAL INSPECTIONS: ED PROF 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. y'�0NO 1 NEER`SSS CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF LICENSE(S)AND PE&PD INSURANCE. 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH SPECIAL INSPECTIONS IN ACCORDANCE WITH 2012 IBC SECTION 1704. :9A.....:45389 • 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. AC1 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS ORA 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E.,BACKING UP TOWARD MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF PE17. CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0".LAP ADJACENT MATS OF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. SOILS/GEOTECHNICAL: SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. ❑SHORING INSTALLATION AND MONITORING - 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6'OR LESS OF AN UNPROTECTED ❑OBSERVE AND MONITOR EXCAVATION EcS�•48HOURS PRIOR TO CONSTRUCTION.DIAL 811. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. ❑VERIFY SOIL BEARING psf BEARING ,2D°'�O'18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT e, SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 60.fy=60,000 4. SAFETY LINE SHALL BE MINIMUM 14"DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF ❑SUBSURFACE DRAINAGE PLACEMENTk w. O\- ?JLZ/f7 ALONG WITH REDLINED CONSTRUCTION SET PSI 5400 Les. DVERIFY FILL MATERIAL AND COMPACTION DVERIFY CONDITIONS AS ANTICIPATED (EXPIRATION DATE:12/31/161 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDLINING)THE B NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE) APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. DOTHER =JURISDICTIONAL APPROVAL: COMPLETION. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: ROOF,BUT NOT BEYOND. 20. FOR COLLOCATION SITES',CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID REINFORCED CONCRETE: WALK. -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑REINFORCING STEEL AND CONCRETE PLACEMENT 21 GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION -CONCRETE EXPOSED TO EARTH OR WEATHER 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO ❑BATCH PLANT INSPECTION (46 BARS OR LARGER) 2" OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. ❑SHOTCRETE (45 BARS OR SMALLER) 1 1/2" INSPECTION OF CONSTRUCTION AREA FOR HAZARDS DGROUTING 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND USE OF AN INSPECTION CHECKLIST DOTHER CONSTRUCTION MANAGER. (SLABS,WALLS AND JOISTS)(811 BARS AND SMALLER) 3/4" INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS) 1 1/2" REPORTING AND DOCUMENTING ANY HAZARDS STRUCTURAL STEEL: REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ❑FABRICATION AND SHOP WELDS =PROPRIETARY INFORMATION: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY ❑ERECTION AND FIELD WELDS AND BOLTING INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. REPRESENTATIVE DOTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION ORALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL - ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION DRAWING ARE SUPERSEDED BY THE LATEST REVISION. RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE IT IS PLACED(3,000 PSI MINIMUM). REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, DFABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS,TEXTURES,AND 14ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO 29 CFR 1926.500-SCOPE,APPLICATION,AND DEFINITIONS DOTHER STRICTLY PROHIBITED. COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER, 29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 19 CFR 1926.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES DRAWING TITLE: CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ❑CONTINUOUS GENERAL NOTES 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE rc, CALL TWO WORKING DAYS ❑PERIODIC ANCHORING TOA CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO BEFORE YOU DIG! ❑OTHER SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THEDRAWING NUMBER: PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN 811 OTHER: NONE REQUIRED UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING"AS-BUILT DRAWING SET"-HAVING *! /E� INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE WI EMBEDDED STEEL / 0 REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE V_ PROVISIONS FOR X-RAY PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE rovlslnrnu ANCHORING TO CONCRETE: ANCHORING OCCURS, s ETRENC� NACCORDANCE WITH CURRENT OSHA STANDARDS ❑BOLTS INSTALLED IN CONCRETE ELECTRIC-RED SEWERCNK ❑POST-INSTALLATION ADHESIVE ANCHORS 'EUCA,/.ORANGE PROPOSED-WHITE WATER RINE ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER: L1900 17-06011 I / / THIS IS NOTA SURVEY r! / f ALL INFORMATION AND TRUE NORTH HAVE -'-.~ ---- • BEEN OBTAINED FROM EXISTING DRAWINGS 1 T ■ Mo b 1•1 e• AND ARE APPROXIMATE. / j 7 O / =PLANS PREPARED BY: \G `Gj`_O{ -,. CORNERS-II-ONE PPG\ G�' ENGINEERING,inc. V G.(J {� 16928 WOODINVILLE-REDMOND RD NE SUITE 210 Jv- `_ WOODINRSTO WA98072 PHONE:425.487.1732 / WWW.CORNERSTONE-ENGR.COM =PROJECT INFO: P001373B / I / GREENBURG I / 11744 SW PACIFIC HWY TIGARD,OR 97223 / ����/ I \ WASHINGTON COUNTY �Oj' I I -ISSUED FOR: __\_, SITE ACCESS (E)ASPHALT f LEV:D CONSTRUCTION JPARKING LOT ATE:=ISSUED FOR: BY._ / / X%\ I (E)TREE(TYP) SUBJECT ZONING USE: COMMERCIAL i UJ \. \ \ ZONE: C Iz / \ \ I (E)EDGE OF ASPHALT(TYP) QA 03-22-17 FINAL DMO TL#: 1 S 136CCO2100 ±20,473 SQ.FT.(0.47 ACRES) 0 QA 03-01-17 PRELIMINARY JRF \ \ la -DRAWN BY:=CHK.: APV.: \ r \ L JRF MWO MWO �O\ _ LICENS CURRENT ISSUE DATE: �.4\ 03-22-17 \ (2\ I URE: \ \ .03 PROP, Q ...:83, t.NG NEER s% \ A-1.1 11111111111 il 1I 111111 I 1 111 2 74538PE OTS._, - - - - I _ y-T 4 t5 9029'4) 31ez \ W. OV • d, • - 'EXPIRATION DATE:12/31/161 ��,Q1.�1- ® r ® - =JURISDICTIONAL APPROVAL: ;- ,',. 4� :,_•'I +1111111111111111111111111111111111111111111111111111(IIIIIIIIIIIIIIIIIIIIII I `: I ,a r�_.. i � 1 =PROPRIETARY INFORMATION: (E)134.1'HIGH STEEL MONOPOLE (E)BUILDING DO NOTSCALENSANDRAWIDAD CONTRACTOR MUST OFNY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY WI PROPOSED MODIFICATIONS - ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS \ DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS i IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. -DRAWING TITLE: SITE PLAN _DRAWING NUMBER: J PLAN NORTH A-1 0 SITE PLAN CEI JOB NUMBER: L1900 17-06011 22x34 SCALE:1"=20'-0" Il1x17 SCALE:1"=40'-0" 1 ‘ --,......,,N, E GRAVEL I.,..„ T ■ Mobiie •eO ACCESS AREA 1 (E)EDGE OF ROAD(TYP) -PLANS PREPARED BY: 1 (E)±6-0"HIGH CHAIN-LINK (E)TREE 1 _• CORNERSTONE FENCE W/BARB WIRE 116928 NGINEERING,I"`(E)VERIZON COMMUNICATIONS H-FRAME w000wvlLLE-REDMOND RD NE,SUITE 210 • -- WOODINVILLE,WA 98072 --• • PHONE:425487.1732 \ ' �,% _-O----------x----o____ I WWW.CORNERSTONE-ENGR.COM (E)12'WIDE DOUBLE -----X--------0-------x-----0______ • 1 j SWING ACCESS GATE J • =PROJECT INFO: V • \ y �` r I PO01373B \ , \ ��'t�f \ , \ II \�oo�8� 1� GREENBURG V �� • � 0,...-_- ,.- -----A �O 11744 SW PACIFIC HWY \, ' ; i // � �i.� 11 TIGARD,OR 97223 �____ (E)OTHER CARRIER'S s�� ) �� I� WASHINGTON COUNTY i • " J UTILITY H-FRAME(TYP) -d p 9 Q \,_ I� l,�j �' z —ISSUED FOR: \illi / \ pl 1I�r 1 \\ lm CONSTRUCTION I / \ \ (E)ABANDONED CONCRETE SLAB I J \\ ' • /• I E GRAVEL _REV:-DATE:—ISSUED FOR. BY: O • j '/ T "„ COMPOUND AREA Ili. 10011-- \ • E II \ -II �I 1 IIS I A Ip 1 03-22-17 FINAL DMO 4. \ J._A ,/ N i I • Qq 03-01-17 PRELIMINARY JRF I t 11 \ N. `7,-,1L-,:;,,/ _ r—DRAWN BY:—CHK.: APV.: \• / i� � I: a � I L JRF MWO MWO —11 14'-0" �1 • [CURRENTISSUEOD ;217) -MOBILECONCRETg� -- li ' 2' (E)ABANDONED lik 44 N. I1 t . -- �� STEEL PLATFORM \ • (E)POWER CABINET I I _LICENSURE: \... • \�,, -�— • (E)FCOA CABINET I yc N Fs3,. • 7 /� I I C9 R \ • - 74538PE� • ::::::: NCRETE SLABENT(TYP) �� OLE 717-- ��NO U ,BRIDGE(TYP) A • �' ���� c67, �1 j 1 li I 51;A ' IT- -- �,® I T 11 I • I it s'xa,' �. 1111 I \ • Q w • � � �oPoC A I �: E OTHER CARRIER'S UTILITY H-FRAME TYP \ HVB i6 r�,^y_ G. • T R\ • • O , =PROPRIETARY INFORMATION: �Ty(/\ • --• —���•..... ry II ? I DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY /L� \\.. •��............ . -� ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY •��,. _- ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS • DRAWING ARE SUPERSEDED BY THE LATEST REVISION. \ THE PROPRIETARY BYO NATURE.IN USE OR DISCLOSURE DOCUMENTS \ REPLACEMENT HYBRID CABLE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS \ ROUTED TO MATCH(E) I STRICTLY PROHIBITED \ \ (E)ICE CANOPY W/(12)1 5/8"0 COAX 1 —DRAWING TITLE: \ &(2)7/8"0 COAX N. (E)POST MOUNTED COVP ENLARGED SITE PLAN \ (E)STRUT MOUNTED FRLB RRU(TYP OF 3) I \ _DRAWING NUMBER: NOTE: \ (E)GPS ANTENNA(TYP) I SEE A-1.2 FOR ANTENNA PLANS \, I PLAN NORTH A-1 ■ 1 ENLARGED SITE PLAN 1 CEI JOB NUMBER: L1900 17-06011 22x34 SCALE:3/8"=1'-0" 111x17 SCALE:3/16"=1.-0" RF DATA SHEET #OF ANTENNA MECHANICAL ELECTRICAL HYBRID CABLE RADIOS MONOPOLE MODULESEQUIPMENT SECTOR COLOR ANTENNA MODEL AZIMUTH(TN) TIP HEIGHT @ ANTENNAS VENDOR DOWNTILT DOWNTILT LENGTH ALPHA(S-1) RED 1 COMMSCOPE TMBXX-6517-R2M 15° 2° ±134.0'AGL RADIO #OF RADIOS TECHNOLOGY LOCATION MODULE #OF MODULES TECHNOLOGY LOCATION •T • •Mobile• " RED 1 RFS APXVFWW24X-C-NA20 15° 0° 0° ±134.0'AGL FHFB (4) U1900/L1900 ANTENNA LEVEL FSMF (1) L2100/L700 FCOA CABINET RED 1 COMMSCOPE TMBX-6517-R2M 15° 0° ±134.0'AGLFRIG (3) L2100 ANTENNA LEVEL FSMF (1) L1900 FCOA CABINET BETA(S-2) GREEN 1 COMMSCOPE TMBXX-6517-R2M 135° 2° ±134.0'AGLFRIJ (1) L2100 ANTENNA LEVEL FSMF (2) U1900 FCOA CABINET =PLANS PREPARED BY: GREEN 1 RFS APXVFWW24X-C-NA20 135° 0° 0° ±134.0'AGL ±150' FXFB (1) G1900 ANTENNA LEVEL FSMF (1) L2100/L1900 FCOA CABINET GREEN 1 COMMSCOPE TMBX-6517-R2M 135° 0° ±134.0'AGL ESMB (1) G1900 FCOA CABINET COVP (1) - ANTENNA LEVEL C� E OoF.l�NEEF3VON . GAMMA(S-3) BLUE 1 COMMSCOPE HBXX-3817TB1-A2M 255° 2° ±134.0'AGL FBBC (2) L2100 FCOA CABINET 0° ±134.0'AGL FBBC (1) L700 FCOA CABINET BLUE 1 COMMSCOPE SBNH-1D65C 255° 0° 692e WOODINVILLE-REDMO RD NE,SUITE 210 WOODINVILLE,WA 98072 DELTA(S-4) WHITE 1 COMMSCOPE HBXX-3817TB1-A2M 255° 0° 2° ±134.0'AGL FBBC (1) L1900 FCOA CABINET PHONE.425.4871732 WWW.CORNERSTONE-ENGR COM COVP (1) - ICE CANOPY POST COAX CABLE RFDS =PROJECT INFO: SECTOR #OF COAX SIZE LENGTH SITE NUMBER PO01373B P0013736 ALPHA(S-1) (2) 1 5/8"0 ±145' SITE NAME GREENBURG BETA(S-2) (2) 1 5/8"0 ±145' PROJECT TYPE L1900 CAPACITY GREENBURG GAMMA(S-3) (2) 1 5/8"0 ±145' RFDS VERSION v2.1 11744 SW PACIFIC HWY RF DATA SHEET 11 RADIOS & SYSTEM MODULES SHCEDULES 9 WTIGARD,OR 97223 ASHNGTONCOUNTY 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS -ISSUED FOR: [ CONSTRUCTION J _REV:=DATE:=ISSUED FOR: BY:— (E)QUAD PANEL (E)QUAD PANEL ANTENNA TO REMAIN ANTENNA TO REMAIN-., SECTOR -RELOCATED HEX N SECTOR PANEL ANTENNA (E)134.1'HIGH (E)HEX PANEL (E)134.1'HIGH 03-22-17 FINAL DMO REPLACEMENT QUAD© • STEEL MONOPOLE ANTENNA TO • STEEL MONOPOLE PANEL ANTENNA s BE REPLACED QA 03-01-17 PRELIMINARY JRF E HEX ir PROPOSED DUAL Q Q (E) DRAWN BY:--CHK.: APV.: ,� PANEL ANTENNA �I r�� TO BE RELOCATED [ r JRF MWO MWO PROPOSED AWS/PCS ' DIPLEXER(TYP OF 8) ® . CURRENT ISSUE 03 22 17 4.1 (E)FRIG RRU(TYP OF 3) �� (E)FRIG RRU(TYP OF 3) • -.111:°11111: PROPOSED PIPE 11 •` ' - _LICENSURE: MOUNTED FRIJ RRU A-3 `: � OO o4 PRop (E)FXFB RRU TO REMAIN `r�� W., , 0111PAll y 74538PE lia A MO �o \-. �` \%:.. (E)QUAD PANEL / OREGON oa = 3 ll• \\�i (E)QUAD PANEL SECTOR �` ANTENNA TO REMAIN Qk 9 2��5CT- SECTOR b(�((7 SECS OR \`:\� ANTENNA TO REMAIN w O 11P/ ' Z" % - �� p . / Oo / EXPIRATION DATE:12/31/16 25`5° O /;'� USN 255 =JURISDICTIONAL APPROVAL: ��M0cN % pZ�M may'` - ,IPr , �r (E)FXFB RRU(TYP OF 2)SECTORW/(1)TO BE REMOVEDfr,4S ��i SECTOR PROPOSED PIPE l� 1,, SG �L MOUNTED FHFB ® T ' RRU(TYP OF 4) 6-/ y tote. ,,S° 'fit. 7,,,,.. =PROPRIETARY INFORMATION: I. \ DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY RELOCATED HEX PANEL ANTENNA ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS �j \ IS PROPRIETARY BY NATURE,ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. �7i (E)PIPE MOUNTED COVP (E)QUAD PANEL ANTENNA TO BE REPLACED (E)PIPE MOUNTED COVP REPLACEMENT QUAD PANEL ANTENNA L -DRAWING TITLE: A-3 ANTENNA PLANS&SCHEDULES REPLACEMENT DUAL PANEL ANTENNA - r DRAWING NUMBER: 4 (E)HEX PANEL ANTENNA TO BE RELOCATED PLAN NORTH PLAN NORTH A 1 .2 PROPOSED ANTENNA PLAN 3 EXISTING ANTENNA PLAN CEI JOB NUMBER: L1900 17-06011 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1.-0" PROPOSED FHFB RRU(TYP OF 4)® (E)LIGHTNING ROD (E)FXFB RRU(TYP OF 2) (E)LIGHTNING ROD W/(1)TO BE REMOVED (E)FXFB RRU TO REMAIN (E)FAA WARNING LIGHT (E)FAA WARNING LIGHT T • Mobile' jkTOP OF(E)LIGHTNING ROD _ TOP OF(E)FAA WARNING LIGHT,fj ATOP OF(E)LIGHTNING ROD TOP OF(E)FAA WARNING LIGHT EL±137.7 AGL • EL 137.7'AGL`r V EL±137.7'AGL EL 137.7 AGL TOP OF(E)MONOPOLE (E)&PROPOSED PANEL ANTENNA TIP HEIGHT Au, alith TOP OF(E)MONOPOLE (E)PANEL ANTENNA TIP HEIGHT AL =PLANS PREPARED BY: EL 134.1'AGL T EL±134.0'AGL EL 134.1'AGL ` EL±134.0'AGL F 11111 11 —E EOea T,21:0NE I1I --PROPOSED PANEL ANTENNA(TYP OF 2) 0 I` 6928 WOOWNVILLE-REDMOND RD NE,SUITE 210 I ® BE RELOCATED)PANEL (TYP OF 2)NA TO WPHONE 425.49Ansz72 I (E)FRIG RRU(TYP OF 3) (E)FRIG RRU(TYP OF 3) WWW CORNERSTONE-ENGR.COM E PIPE MOUNTED COVP (E)PIPE MOUNTED COUP (E)PANEL ANTENNA TO REMAIN(TYP OF 2) (E) (E)PANEL ANTENNA TO REMAIN(TYP OF 2) _PROJECT INFO: I RELOCATED(E)PANEL I POO1373B ANTENNA(TYP OF 2) GREENBURG NOTES: 11744 SW PACIFIC HWY 1. PAINT PROPOSED ANTENNAS, TIGARD,OR 97223 MOUNTING HARDWARE AND COAX WASHINGTON COUNTY TO MATCH EXISTING CONDITIONS ISSUED FOR: 2. SEE SHEET A-1.2 FOR EXISTING& 1 PROPOSED ANTENNA PLANS — ¢ — A _ CONSTRUCTION I _REV::DATE:=ISSUED FOR: BY:_ I i l, I _ lu (E)OTHER CARRIERS ANTENNA ARRAY(TYP) jll i —(E)OTHER CARRIERS ANTENNA ARRAY(TYP) II , III I A 03-22-17 FINAL DMO II I Qq 03-01-17 PRELIMINARY JRF DRAWN BY:=CHK.: APV.: REPLACEMENT HYBRID CABLE ROUTED TO MATCH(E) JRF MWO MWO CURRENT ISSUE DATE: I /" 03-22-17 (E)134.1'HIGH STEEL MONOPOLE (E)134.1'HIGH STEEL MONOPOLE I _LICENSURE: / X03 PROP . > 9� 6N�'I NEER`�S• .f/// t _I C� I'' i 7453aPE�_ } M: (E)TREE(TYP) G: (E)TREE(TYP) '\ P //.. 4,,, s.O 0, la/ f'I OREGON fr _ ; W. - - — 1EXPIRATIDN DATE:12/31/161 - - _JURISDICTIONAL APPROVAL: (E)ICE CANOPY W/(12)1 5/8'0&(2)7/8"0 COAX (E)ICE CANOPY W/(1 2)1 5/8"0&(2),7/8"O COAX (E)OTHER CARRIERS ICE BRIDGE.;-\ '1, . (E)OTHER CARRIERS ICE BRIDGE ° / =PROPRIETARY INFORMATION: r (E)±6'-0"HIGH CHAIN-LINK FENCE W/BARB WIRE (E)STRUT MOUNTED /' ARB WIRE DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY (E)STRUT MOUNTED FRLB RRU(TYP OF3) (E)t6 ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ._ty. 0"HIGH CHAIN LINK FENCE W. B FRLB RRU(TYP OF 3) TY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS _ - - DRAWING ARE SUPERSEDED BY THE LATEST REVISION. y' THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE _ OTHER THAN WHICH IS RELATED TO NAMED L E STRICTLY PROHIBITED. DRAWING TITLE: d4ra v<; EXISTING&PROPOSED ,:;top, r - y E EAST ELEVATIONS ` 1 1.11 1 II q1 ,� IIi r c. 'I h {i 1i1 E. AA GRADE(REF 0.0') €; ;'; ,..,..,,,t-i.._, m LA GRADE(REF 0.0') __ _ a , I I..-.•,--4,-, a DRAWING NUMBER: EL 201.5 AMSL EL 201.5 AMSL A-2 0 PROPOSED EAST ELEVATION 2 EXISTING EAST ELEVATION i CEI JOB NUMBER: L1900 17-06011 22x34 SCALE:1/8"=1'-0" 111817 SCALE:1/16"=1'-0" 22x34 SCALE:1/8"=1.-0" 111x17 SCALE:1/16"=1'-0" as—mi•iimIi DIPLEXER FRIJ RRU 0 O O MANUFACTURER ANDREW MANUFACTURER NOKIA MODEL E15S09P69 T 12.6" 4.9" MODEL FRIJ i=1.11 .111111 WEIGHT 6.6 lbs HEIGHT 23.1" 7.32" ■ ■ ■ ■Mobile• WIDTH 12.6" TOP_ DEPTH 4.9" WEIGHT 44.1 lbs 3.62" 3.18" I — 2.57" _PLANS PREPARED BY: --3/8"0 U-BOLT(TYP) I �� .' Itl 0 1 _E E ORNEf13 TONE -PIPE MAST f III M'; 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 N I I WOODINVILLE,WA 98072 PHONE:425.487,1732 O WWW.CORNERSTONE-ENGR.COM r SOLAR SHIELD =PROJECT INFO: LJ u u 1--, (OPTIONAL) 00 0 00L BAnsi •_ L I' P001373B 1 FRONT SIDE GREENBURG FRONT SIDE 11744 SW PACIFIC HWY FRIJ RRU 1 1 NOT USED 10 AWS/PCS DIPLEXER 9 TIGARD,OR 97223 WASHINGTON COUNTY 22x34 SCALE:1 1/2"=1'-0" 11x17 SCALE:3/4"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:3"=1'-0" 111517 SCALE:1 1/2"=1.-0" r—ISSUED FOR: 1"1 11.9" 1 7.1" L CONSTRUCTION _REV::DATE:=ISSUED FOR: BY:_ Qq 03-22-17 FINAL DMO En 1.6 A 03-01-17 PRELIMINARY JRF —DRAWN BY:=CHK.: APV.: JRF MWO MWO CURRENT ISSUE DATE: 03-22-17 t � ,v - � _LICENSURE: TOP FRONT SIDE ��0,p9 PROFESS COMMSCOPE ANTENNA: . 74538PE r SBNH-1D65C NOT USED 8 NOT USED 7 NOT USED 6 QUAD ANTENNA 5 / '��,--wE9�o,5' �12t/(7 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" [EXPIRATION DATE 12/31/161 JURISDICTIONAL APPROVAL: FHFB RRU 12.6" 7.8° MANUFACTURER NOKIA — 6.60" --13.30" MODEL FHFB HEIGHT 23.0" 12.00" y 7.10" WIDTH 12.6" il DEPTH 7.8" I `— WEIGHT 48.5 lbs 3/8"0 U-BOLT(TYP) EAC =PROPRIETARY INFORMATION: OPT 2 O b b 05 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY _ RET OPT 1 N. NI ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 4 90 ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS — PIPE MAST RXO 3 RXO 2 O DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 54 I 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS A RXO 4 II RXO 1 11 IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE +�/ldl I OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS ;:i..E•p l I u o:.x.:: I.Gi OFT- 01 STRICTLY PROHIBITED. (lftrl _eo%)q �DRAWINGTITLE: SOLAR SHIELD �__�! TOP FRONT SIDE 1I u u u u (OPTIONAL) ANT 4 00 it _ ANT 1 TOP FRONT SIDE DETAIL SHEET ANT 3 ANT 2 DRAWING NUMBER: FRONT SIDE BOTTOM COMMSCOPE COMMSCOPE HBXX-3817TB1-A2M TMBX-6517-R2M A..3 0 FHFB RRU 3 QUAD ANTENNA 2 DUAL ANTENNA i CEI JOB NUMBER: L1900 17-06011 22x34 SCALE:1 1/2"=1.-0" 11x17 SCALE:3/4"=1'-0" _ 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" 22x34 SCALE:1/2"=1-0" 111817 SCALE:1/4"=1-0" ESMB BASEBAND MANUFACTURER NOKIA T SYNC OUT MODEL ESMB 1 • Mobiie•® LMP SYNC IN HEIGHT 5.2" WIDTH 18.9" • OPT4/EXT PWR AUX DEPTH 18.28" OPT3 V48N(-) WEIGHT 24.28 lbs OPT2 EAC • OPT1Q1 =PLANS PREPARED BY: FPA V48RTN(+) —E COF11EFa,TONE p 00��/ �� O 16928 WOODWOODINVIL E,WD 60 2E,SUITE 210 ��i��"�J ��T�dlooPHONE:425.487.1732 Iwimp! o (.LII, -p•JU .* o' j WWW.CORNERSTONE ENGR.COM INTERCHANGEABLE =PROJECT INFO: PWR1 TRANSPORT MODULE PWR2 8xE1,8xE1/T1 OR PO01373B PWR3 2x FLEXBUS PWR4 GREENBURG 11744 SW PACIFIC HWY ESMB BASEBAND 11 NOT USED 10 NOT USED TIGARD,OR 97223 9 WASHINGTON COUNTY 22x34 SCALE:3"=1'-0" 111x17 SCALE:1 1/2"=1'-0" - 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS [REV ISSUED FOR: FBBC BASEBAND MODULE CONSTRUCTION J MANUFACTURER NOKIA MODEL FBBC ::DATE:—ISSUED FOR: BY._ HEIGHT 1.6" WIDTH 8.7" BB EXT DEPTH 14.3" FR2 WEIGHT 6.83 lbs FR1 FR3 SRIO/RF4 QA 03-22-17 FINAL DMO DC IN Z , 03-01-17 PRELIMINARY JRF O iIii 8 S -DRAWN BY:—CHK.: APV.: io JRF MWO MWO • CURRENT ISSUE DATE: 8.7" ----- 03-22-17 LCENSURE: OD PROFF.c_ c�'C ,NGINEFR'U`�. di . .' N OREGON FBBC BASEBAND SUBMODULE 7 NOT USED 6 NOT USED 5 �,R_W9,o J 310e 1,i 22x34 SCALE:3"=1'-0" 111x17 SCALE:1 1/2"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS !EXPIRATION DATE:12i31/1e1 =JURISDICTIONAL APPROVAL: FSME BASEBAND SM LED PWR RF MODULE 3 MANUFACTURER NOKIA PWR RF RF3 LED MODEL FSME MODULE 2 EXT LED HEIGHT 5.2" RF2 LED PWR SUPPLY BB-EXT MODULE WIDTH 17.6" DEPTH 22.0" RF1 LED , WEIGHT 46.3 lbs PWR RF TRANSMISSION MODULE 1 \\, INTERFACES �, .III � I I�1 '�I I �I • =PROPRIETARY INFORMATION: - i��i►1�11 L ----�.T.T■I■,■.MINI�• DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY 1 u n n n u n n B U B 1 1 AMMAN 1 1,1 1 1 1 1 111 1 If 1 1 ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY '�n B J ■ I ERRORS AND OMISSIONS,ALL PREVIOUS ISSUES OF THIS (lll�JJl 1 DRAWING ARE SUPERSEDED BY THE LATEST REVISION. -1 4 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS e i U U U U U U U 0 V U O ll II 1 0 0 0 U U II 11 II 0 0 IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. 10/100/1000 Eth LMP 10/100 Eth BBU/FPMA OPT-EXT2 —DRAWING TITLE: GROUNDING POINTS OPT-EXTt OPT-RF3 10/100/1000 Eth OVP OPT-RF2 DETAIL SHEET 10/100/1000 Eth ETP OPT-RF1 EAC SYNC IN DRAWING NUMBER: SYNC OUT A-3. 1 0 FSMF BASEBAND 3 NOT USED 2 NOT USED CEI JOB NUMBER: L1900 17-06011 22x34 SCALE:3"=1.-0" 111x17 SCALE:1 1/2"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS _ 22x34 SCALE:NTS 111x17 SCALE:NTS T " "Mobi1e •® . tarot+tic.. ,5',w5 hh I F4o8 .,'".1:1.I ::;v aci 1 -}0'.`.; + �.. r-®— =PLANS PREPARED BY: I. r-�M 9RNEFIS1. 9 NE 'FdRf.{ �?nt•n b 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 .1 _. WOODINVILLE,WA 98072 117 PHONE'.425.487.1732 ' Y W WW.CORNERSTONE-E NO R.TOM . SP oX I =PROJECT INFO: fr.•. P001373B 4 ` GREENBURG 11 t fr, k 1 744 SW PACIFIC 223 HWY 1' t`1 `""" ""' _ 1 TIGARD,OR 97 ,,--"I:=1,7:.'":',"1",'"!1'...., —1 '" '- WASHINGTON COUNTY :' 1 —ISSUED FOR: r t i f« _ y [..—.° CONSTRUCTION — — —REV._DATE=ISSUED FOR: BY._ 4+ f .,,,ii,.........................H;2::,1 ,,,, —1 I x V ... — '1 , 1 I ° 11:: 03-22-17 FINAL DMO ,, I- .naprhr• L. 03-01-17 PRELIMINARY JRF TIwriJ id 4 —DRAWN BY:=CHK.: APV.: mwo I '177I , .: S `` • JRF MW ��.� r` so i ..___ i ' xca•; ;_ if —^` .._ CURRENT ISSUE DATE: o^ P aa. L 03-22 17 E,.. 44' F jt C 01` 1'I � 'f `g# . I F _LICENSURE: 7 r '1/4-- , '45, 1 D PROP W-._ I I — J ..,_»,._._._.... � 74538PE 1 or 1 �. ''ll-1�fi..i_`'.� _.Ir m bX or, IM OREGON --1 �� 4 g 2� 0 _— 1- —'' .1 I .•. `.. (EXPIRATION DATE:12/31(161 �- , u ---tt +.q ; , _ aJURISDICTIONAL APPROVAL : .111I F ! 1 I ul r — ........___. ,.1i# : FA I • I.,_____,._._ =PROPRIETARY INFORMATION: 'I 1 tz>Aft .., DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY �— �;. ..a.�.�`d ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY '''?g4, ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYC NATURE.ANY USE OR DISCLOSURE k, .-: ._ OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE: RF DETAILS DRAWING NUMBER: RF-1 0 PROPOSED ALL SECTORS 2 EXISTING ALL SECTORS 22x34 SCALE NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NTS CEI JOB NUMBER. L1900 17-06011 #2 GREEN INSULATED COPPER �h (Ii)I(I'I® (2)3l8"0 SS HEXNUT WIRE TO AGB AT TOP OF POLE .. ll�llf'Ifilllll'I _ lull � �� 5l)11 / (#2)TWO HOLE COAX CABLE GROUNDING \ VIII,�-�• 1 • 1\401111e.• TMA/RRU CHASSIS HARGER GROUNDING BAR �4�� COMPRESSION LUG KITS WITH LONG BARREL \^� �. #GBI14412G OR EQUAL �... TYPE GL LUG �•� GROUND WIRE STUD(TYP COMPRESSION LUGS, TYPE GR \� NO-LUX ANTI-OXIDIZING I�� OF 2 @FRONT AND BACK INSTALLED BY CONTRACTOR. 1 B It COAX CABLE,COVP& L^• COMPOUND OF CABINET) + m m RRU GROUNDING KITS ......_. ��e I�� m ! \ TYPE PT ' =PLANS PREPARED BY: r HARGER GROUNDING BAR — iCLEAR HEAT SHRINK ON :1.1 COMPRESSION LUGS #GB14824(OR EQUAL)WITH it i R, N�'r m 1 °)�I �1%) Amo x,11�I \. _ *, iii HOLE PATTERN,STANDOFF m3/80 STAR WASHER #2 STRANDED GREEN INSULATORS AND MOUNTING N �� �, N o 004,0_100, �_ ENGINEERING.INC. INSULATED COPPER GROUNE BRACKETS AS SHOWN e Mi y N ✓ �.�M�D1rr LEAD TO BUSS BAR OR#2 ✓ i� ;00 I el �-w------ o.1.- 1.) 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 SOLID BARE TINNED COPPER �i r �� iii TO GROUND RING N N WPHONE:ILLE,WA 98072 PLAN ✓ rl • TYPE GT TYPE SS ��� PHONE:az6.aa-17x2 �.I W WW.CORNE RSTONE-ENGR.COM 'AUJ ®=CADWELD TYPE VS NOTE: #2 SOLID BARE TINNED =PROJECT INFO: FOR GROUNDING CONNECTIONS TO PAINTED CABINETS COPPER WIRE TO GROUND �I CHASSIS,GRIND OFF ALL ENAMEL COATINGS TO BARE METAL RING-PROVIDE(2)PER MGB #2 GREEN INSULATED NOTE: P001373B AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG COPPER WIRE TO MGB CONNECTION.APPLY NO-LUX TO ALL EXPOSED BARE METAL. AT BOTTOM OF POLE CADWELD"TYPES"SHOWN ABOVE ARE EXAMPLES-CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS GREENBURG TO BE USED FOR THIS PROJECT. 11744 SW PACIFIC HWY GROUND ATTACHMENT 12 TYPICAL MASTER GROUND BAR 11 ACCESSORY GROUND BUSS BAR 10 CADWELD CONNECTIONS 9TIGARD,OR 97223 WASHINGTON COUNTY 22x34 SCALE:NTS 111017 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE NTS 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL -ISSUED FOR: 1O (E)GROUND ACCESSORY BUSS BAR,TYP. ELECTRICAL CODE. O2 (E)ANTENNA MOUNT STRUCTURE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". [REV. CONSTRUCTION MATE:—ISSUED FOR: BY: O © O PROPOSED#2 STRANDED GREEN INSULATED COPPER 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. ...Ali3 GROUND LEAD,TYP. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT ' THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S ` RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT tell 71111111111111111111111111---,.. GREASE. Qq 03-22-17 FINAL DMO O PROPOSED GROUND CONNECTION TO RRU.SEE 12/E-1. Q 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION e ' TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK q 03-01-17 PRELIMINARY JRF �\ �, CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. DRAWN BY:—CHK.: APV.: / JRF MWO MWO • \ . 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE U1 MANUFACTURER'S SPECIFIED VALUES. CURRENT ISSUE DATE: i' _ Qo . . . .. •fir 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6". [LICENS 03-22-17 Nss rt4 ! URE: i �� y 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT 0 ' �� ,iiiii . L. �� ��� EXCEED A RESISTANCE OF 5 OHMS TO EARTH. - 0 0 , � °PROFF ��`� 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY ANO Nee-. *I / �@ 1 METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A"CHOKE" � 74538PE 111 <>----'----"-- \ POINT. 3 \��� / 111 0 \\ �+ �j 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. �, oRE�'�I�9 1 ,1 A� KEYED NOTE) 6 11. GROUND RING BURIAL DEPTH SHALL BE 30". � o'-' .FitilIBJ I _ ;'';'/ 22x34 SCALE:NTS 111x17 SCALE:NTS EXPIRATION DATE 12/31/16 a5 1 I / ,. 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED �\ I I TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. =JURISDICTIONAL APPROVAL: 1 I g, •i SYMBOL DESCRIPTION 1 `� O ✓/ THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING MASTER GROUND BAR 1/4"x4"x24"COPPER SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED:1 AT 100 FEET,1 AT 70 FEET,AND 1 AT 35 FEET. THESE ` • ACCESSORY GROUND BAR 1/4"x4"x12"OR DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS T-MOBILE-WTS SHALL 't 1/4"x4"x20"COPPER TESTINGBE I WILL BE ATVEN 24 TORE EXPENSE OF THE CONTTICE. ALL COSTS IRACTORATED I. GROUND . : GROUND INSPECTION WELL i ��� . 5/8"x8'-0"COPPER CLAD STEEL GROUND ROD =PROPRIETARY INFORMATION: ® DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY COMPRESSION LUG/MECHANICAL CONNECTION ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS ® CADWELD CONNECTION DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THS PROPRIETAE RY BYON ONATURE.NTAINED IANV USE OR DIN THIS SET OF SCLOSURE DOCUMENTS SIDE SPLICE CADWELD -\\- �_9°' "i OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED, tk DRAWING TITLE: ``I\ FIELD VERIFY&TIE INTO EXISTING GROUNDING 7`� yf�- SCHEMATIC GROUNDING PLAN &DETAILS NOTE: _DRAWING NUMBER: GROUND HYBRID CABLE TOP& BOTTOM USING UNIVERSAL 1 5/8" 41?6, GROUNDING STRAP,PART#252172 r_/� 0 PLAN NORTH E I SCHEMATIC GROUNDING PLAN 3 LEGEND 2 GROUNDING NOTES 22x34 SCALE:3/4"=1'-0" 111x17 SCALE:3/8"=1-0" 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS CEI JOB NUMBER L1900 17-06011