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PlansI • OREGON STATE CODE COMPLIANCE: RECEIVED ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH Lip ■ ■ ■ ■ ■ ■ ■Mobile©• THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT SED A 1 2015 WORK NOT CONFORMING TO THESE CODES: SEP �j �J 8960 ALDERWOOD ROAD N CITY OF TIGARD IRE CODE PORTLAND,OR 97220 -2014REGONEECTRICALSPEODE BUILDING DIVISION -2014 OREGON ENNERGY EFFICIENCYNCYCODCODE e. -2014 OREGON MECHANICAL SPECIALTY CODE -2014 OREGON PLUMBING SPECIALTY CODE -2011 OREGON REACH CODE -2014 OREGON RESIDENTIAL SPECIALTY CODE -2010 OREGON SOLAR INSTALLATION SPECIALTY CODE SITE NAME: SITE NUMBER: Technology Associates -2014 OREGON STRUCTURAL SPECIALTY CODE -2010 OREGON MANUFACTURED DWELLING INSTALLATION SPECIALTY CODE -LOCAL CODES AND AMENDMENTS . FCC NOTE: GREEN WAY P003932D PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR P003932 D G R E E N WAY L700 FCD TAEC 09. 10.2015 TIGARD,OR 98006 RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. 1 1239,0SW SCHOLLS FERRY RD TIGARD, OR 97223 CODE COMPLIANCE ' CROWN CROWN CASTLE BU#: 824347 APP #: 294968 C: CASTLE APPLICANT: TOWER OWNER. WESTLAKE UNION CENTER T-MOBILE CROWN 1505 WESTLAKE AVE NORTH I SUITE 800 8960 ALDERWOOD ROAD VVESTLAKE UNION CENTER SEATTLE,WA 98109 PORTLAND,OR 97220 1505 WEST LAKE AVE.N.,STE.800 SEATTLE,WA 98109 PROPERTY OWNER: v Ca,St P-'-'), ' - SWpioneP1 TOWER BU:824347 g ; ' SHEET DESCRIPTION WILLIAM G.&DIXIE L.DAVIDSON Q l t 5 APP Ik 294968 ,v;,. 8915 SW COMMERCIAL ST a6r _ r TIGARD,OR 97223 Park t Park N - YaY:, Ti- TITLE SHEET SW Brockman Rd .�'. YI SITE ADDRESS: EXISTING USE: " � µ,i ,E • }, s a.m r' u T-2 NOTES&LEGEND 12394 SW SCHOLLS FERRY RD UNMANNED TELECOMMUNICATIONS o �� �h ¢ +.d 1.-�4 00.GTI S - PI Tua o 09/113/2015 ISSUED FOR/00°6 CD HT/JCC TIGARD,OR 97223 FACILITY 't c <1 c,-;,,,,, aT' A-1 SITE PLAN Sxwl-n BE,tVF�aa n er�iRd' t .1^� A 0&112015 ISSUED FOR 90A CD REVIEW JED Ts '1�5 F ,J oI 5 - A-2 ENLARGED SITE PLAN REV DATE DESCRIPTION BY SITE PARCEL NUMBER: NEW USE: a' M '161RDtinK �na.w11 92032711 UNMANNED TELECOMMUNICATIONS ct AcyBa kCI OO(��v FACILITY a 1 A-3 ANTENNA PLANS COON p A )' �` R �Ep PROFF WASHINGTON COUNTY- �= - s1, ti y� _ A-3.1 EQUIPMENT PLANS LATITUDE AND LONGITUDE: JURISDICTION: '_ SITE F ' --' �� GI 0,c-4,r, a A-0 ELEVATIONS N E /O7 N 45"26'35.4",W-1221 48'11.4" CITY OF TIGARD ' s enY Rd'._zw �x `, }' �i /� LEGAL DESCRIPTION: ZONING: swk eOFFI�� O jPE - • AS ELEVATIONS �/ PER ASSESSOR FILE: GENERAL COMMERCIAL A-6 DETAILS AREA.E - 1993-058 PARTITION PLAT,LOT 3,ACRES.49 y 5 •7'�=.J�.S,`,__mss +► G-1 GROUNDING PLAN a„CA. t SW North Dako*a St A\ .: HANDICAP REQUIREMENTS: s a G-2 GROUNDING DETAILS ( CO FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION,HANDICAP ACCESS REQUIREMENT(S) �' r�p �AWC ARD � - DONorAPPLv - s ! RF-1 RF DETAILS Lir'.'ilfir"Vl OREGON VO N SITE INFORMATION y� AREA s e �yD a ����� �9 L'PIRF-2 ':A''!! inti,.! ! ! ' _.. . !€ Lq 1BER�O4J �ppr +cd� D I AG SW WainUl^ N Aau It w w v i INSTALL(1)NEW FBBC IN EXISTING EQUIPMENT CABINET Cik%.' C OTC: I RENEWAL /� C V INSTALL 3 NEW FRLB IN EQUIPMENT AREA 5W r='A,„ 4 0� -- s' D„TC' �'� w a SW WalnOt DE t♦ d c c . REMOVE(3)EXISTING ANTENNAS(1 PER SECTOR) .74 5W forvx+r St _ _ ' �. �. D INSTALL(6)NEW ANTENNAS 2 PER SECTOR) lircccrrr777 F�- //��,�0r00). �+/}��/ T IS A VIOLATION OF LAW FOR ANY PERSON , NOT TO SCALE ��l d.J rL.J�L./� a REMOVE(1)EXISTING FSME IN EXISTING FCOA CABINET } UNLESS THEY ARE ACTING UNDER THE DIRECTION WREMOVE(3)EXISTING FRIA IN EXISTNG FCOA CABINET "' _ d OFA uC TO81.4 PROFESSIONAL ENGINEER, REMOVE(6)EXISTING TMAS(2 PER SECTOR) I O INSTALL(3)NEW TMAS(1 PER SECTOR) VICINITY MAP LOCAL MAP ALTERTHSDOCUNENT. E INSTALL(3)NEW DIPLEXERS(1 PER SECTOR) 3 O REMOVE(2)EXISTING FRP CANISTERS ' INSTALL(2)NEW FRP CANISTERS w INSTALL(1)NEW PIPE MAST WITH UNISTRUTS $'r; �� k--tc5"-- P003932D OSTARTING FROM 8960 ALDERWOOD ROAD,PORTLAND,OR 97220. APPROVAL SIGNATURE DATE % - r 0 1. DEPART NE ALDERWOOD RD TOWARD NE CLARK ST 456 FT _S`DEET 11 2. ROAD NAME CHANGES TONE CLARK ST 0.1 MI PROJECT MANAGER SHEET INDEX PROJECT DESCRIPTION 3. TURN RIGHT ONTO NE HOLMAN ST 121 FT GREENWAY T-MOBILE RF ENGINEER 1,' 4. ROAD NAME CHANGES TO NE 105TH AVE 0.5 MI DO NOT SCALE DRAWINGS O F 5 TURN RIGHT ONTO INGSWORTHST0.2MI 2394 SW SCROLLS FERRY RC a SITE ACQUISITION: CONSTRUCTION MANAGER: SITE ACQUISITION . 6. TURN LEFT ONTO NEE102N102ND AVE 1.0 MI w TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC u7117 SW BEVELAND STREET SUITE 101 7117 SW BEVELAND STREET SUITE 101 7. TAKE RAMP RIGHT FOR 1-84 WEST/US-30 WEST TOWARD PORTLAND 6.3 MI CONSTRUCTION MANAGER TIGARD OR 97223 4, TIGARD,OR 97223 TIGARD,OR 97223 CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING LOCATIONS, e CONTACT: HANNAH SKREEN CONTACT: GRANT CHAFFIN 8. TAKE RAMP LEFT FOR I-S SOUTH TOWARD SALEM/BEAVERTON1.5MI CONDITIONS ON THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OFFICE: (503)422-9965 OFFICE: )209)304-6424 9, KEEP LEFT TOWARD 1-405NO.3MI SITE OWNER MONOPOLE TOWER K EMAIL: hennah.sk,een@teec.net EMAIL grantchaffin@toec.net OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE 10. KEEP STRAIGHT ONTO I-005 N0.6 MI - FOR SAME e ARCHITECTURE: ENGINEER: 11. AT EXIT 1D,TAKE RAMP RIGHT FOR US-26 WEST TOWARD BEAVERTONI T-MOBILE DEVELOPMENT MANAGER G TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC OCEAN BEACHES 4.9 MI SHEET TITLE 5333 MISSION CENTER RD.,STE.220 4122 FACTORIA BLVD.SE,STE.303 T-MOBILE CONSTRUCTION SAN DIEGO,CA 92108 BELLEVUE,WA 98006 12. AT EXIT 69A,TAKE RAMP RIGHT FOR OR-217 SOUTH TOWARD BEAVERTON/ MANAGER o. CONTACT: STEVEN LANE CONTACT: VLAD DIACONU,PE TITLE F TIGARD 4.6 MI OFFICE: (858)300-2346 X 1524 OFFICE: (216)375-2310 T-MOBILE OPS MANAGER EMAIL Steven.laneWtaec.net EMAIL: vlad.dieconueteec.net 13. AT EXIT 4B,TAKE RAMP RIGHT AND FOLLOW SIGNS FOR OR-2100.2 MI � Know what's below. SHEET 14, TURN RIGHT ONTO OR-210/SW SCHOLLS FERRY RD 1.1 MI811 ZONINGS PERMITTING: T-MOBILE REGULATORY REVIEW CALL before you dig. y CROWN CASTLE 15. TURN LEFT ONTO SW NORTH DAKOTA ST 0.1 MI / z 1505 WESTLAKE AVE#800 16. TURN LEFT ONTO MEADOW CREEK PRIVATE ROAD 308 FT SEATTLE,WA 98109 T-MOBILE PROJECT MANAGER ` , CONTACT: SANDRA WALDEN 17. TURN LEFT TO STAY ON MEADOW CREEK PRIVATE ROAD 128 FT 1 / CALL AT LEAST TWO WORKING E OFFICE: (503)709-0820 '�%�j-�- "� / SHEET NUMBER O EMAIL sandra.walden@CrownCastle.com 18. ARRIVE AT 45.442386,-122.803893 ON THE LEFT T-MOBILE PERMITTING » k Lu DAYS BEFORE YOU DIG DIG ALERT CONTACT INFORMATION DRIVING DIRECTIONS APPROVALS I T. 1 GENERAL NOTES 1. THIS CI FAITY ISITYIS NOCCUPI FROM HANDICAP NTEREEONLYSY 2014OREGONNEL THIS AL SPECIALTY FOR HUMAN C.THIS ■.mobile CONFLICTS FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION FT CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS,OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, AB. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER(CABINET) SPECIFICATIONS,S NOTES PRIOR TO STARTING CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE CONTRACTOR SHALL BE ABV, ABOVE F.F. FINISH FLOOR QTY. QUANTITY RESPONSIBLE FOR CORRECTING ANY ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF CONSTRUCTION NMICH HAS NOT BEEN ANCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RHO(N) RADIUS 8960 OROAD BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF ADD'L ADDITIONAL FIN. FINISHED) REF. REFERENCE PORTLAND,TLAND,OR 97220 CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR REINF. REINFORCEMENT(ING) 4. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR NOT A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION REQ'D. REQUIRED SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RGS. RIGID GALVANIZED STEEL REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT 02 ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT UD0-227-2800 ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE APPRX. APPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SIM. SIMILAR Technology 4Assoclates CONSTRUCTION.ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR AWG. AMERICAN WIRE GAUGE FT.(') FOOT(FEET) SPEC. SPECIFICATION(S) REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING BLDG. BUILDING FTG. FOOTING SQ. SQUARE ANY DAMAGED AREAS. BLK BLOCK G. GROWTH(CABINET) S.S. STAINLESS STEEL BLKG. BLOCKING GA. GAUGE STD. STANDARD PNW MARKET OFFICE 6. A COPY OF THE APPROVED PLANS SHALL BE KEPT INA PLACE SPECIFIED BY THE GOVERNING AGENCY,AND BY LAW SHALL BE AVAILABLE FOR BM. BEAM GI. GALVANIZE(D) STL STEEL INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME B.N. BOUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STRUC. STRUCTURAL 7117 SW BEVELAND STREET, INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF BTCW. BARE TINNED COPPER WIRE GLB.(GLU-LAM) GLUE LAMINATED BEAM TEMP. TEMPORARY SUITE 101 DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS,ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THK. THICK(NESS) AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. B/U BACK-UP CABINET GRND. GROUND TMA TOWER MOUNTED AMPLIFIER TIGARD,OR 98006 CAB. CABINET HDR. HEADER T.N. TOE NAIL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS CANT. CANTILEVER(ED) HGR. HANGER T.O.A. TOP OF ANTENNA COMPLETE. C.I.P. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS T.O.F. TOP OF FOUNDATION 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY CLR. CLEAR IN.(") INCH(ES) T.O.P. TOP OF PLATE(PARAPET) OWNER OR GOVERNING AGENCY. COL. COLUMN INT. INTERIOR T.O.S. TOP OF STEEL CONC. CONCRETE LB.(#) LAGPOUND(S)OLT T.O.W. TOP OF CROWN 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST OREGON BUILDING CODES AND ALL OTHER GOVERNING CONN. CONCRETION(OR) L.B. LAG BOLTS TYP. TYPICAL CODES,THE MOST RESTRICTIVE CODE SHALL GOVERN. CONST. CONSTRUCTION L.F. LINEAR FEET(FOOT) U.G. UNDER GROUND CASTLE WIC(2 TH 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CONT. CONTINUOUS L. LONGITUDINAL) U.L. UNDERWRITERS LABORATORY d PENNY(NAILS) MAS. MASONRY U.N.O. UNLESS NOTED OTHERWISE 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE DEPT. DEPARTMENT M.B. MACHINE BOLT W WIDE(WIDTH) WESTLAKE UNION CENTER OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. D.F. DOUGLAS FIR MECH. MECHANICAL W/ WITH DIA DIAMETER MFR. MANUFACTURER WD. WOOD 1505 WESTLAKE AVE NORTH I SUITE 800 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF SEATTLE,WA 98109 RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT PORTIONS OF THE WORK UNDER THE PROJECT. DWG. DRAWING(S) MTL. METAL C CENTERLINE DIAL. DOWEL(S) NEW a PLATE 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE EA. EACH NO.(#) NUMBER WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR EL ELEVATION N.T.S. NOT TO SCALE SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. ELEC. ELECTRICAL O.C. ON CENTER ELEV. ELEVATOR OPNG. OPENING 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. EMT. ELECTRICAL METALLIC TUBING P/C PRECAST CONCRETE E.N. EDGE NAIL PCS PERSONAL COMMUNICATION SERVICES 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS ENG. ENGINEER PLY. PLYWOOD INDICATED ON THE DRAWINGS. EQ. EQUAL PPC POWER PROTECTION CABINET EXP. EXPANSION PRC PRIMARY RADIO CABINET 0 001002015 ISSUED FOR 100%CD 00550 18. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILLSEAL PENETRATIONS THROUGH FIRE RATED EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT ASSEMBLIES. EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH A 06/11/2015 ISSUED FOR 90.CD REVIEW JED 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR P.T. PRESSURE TREATED REV DATE DESCRIPTION BY EXCEPT AS NOTED IN THE PLANS. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT.OF TRAVEL TO ALLPORTIOD P R 0 (214 S OF FIRE RCCODESCTIO AREA ABBREVIATIONS 1 ,��F�E FFS (2014 OREGON FIRE CODE SECTION 906.1.1&906.1.7 AND SECTION 906.3.1) 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR w\ [-,i, O APPROVING THE RESULTS. 40 \V G I �` 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY Q NEW ANTENNA OX GRID REFERENCE 'V SHOWN OTHERWISE. 84 PE v 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT.PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL EXISTING ANTENNA ® DETAIL REFERENCE ' TIMES. �CT 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS ® GROUND ROD 0 ELEVATION REFERENCE ,^ CO MANDATED BY THE GOVERNING AGENCY. V' 23.ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION REGARDING �A OREGON no THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. "p-r GROUND BUS BAR © SECTION REFERENCE 24.SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ._.®._ TOMB ER�9 J 25.ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. • MECHANICAL GRND.CONN. D N 26.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT I I (E)BRICK DI AGS W PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. ■ CADWELD 'El 27.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE CEMZEOZIM (E)MASONRY ' U PCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. �� GROUND ACCESS WELL RENEWAL DATE: R'2015 W Lu 28.THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY C REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. Le IT IS A VIOLATION OF LAW FOR ANY PERSON, Q ❑E ELECTRIC BOX UNLESS THEY ARE ACTING UNDER THE DIRECTION 29.THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. OFA LICENSED PROFESSIONAL ENGINEER, 2 EARTH TO ALTER THIS DOCUMENT. re 30.THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAV. a TELEPHONE BOX O w p�o�o°a�oOo°ogi GRAVEL O ° ItSTORM WATER QUALITY NOTES CONSTRUCTION BMPS: LIGHT POLE ® PLYWOOD P003932D w THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. O FED.MONUMENT O L. L':,'',:'..-,,-,‘,`'•: ,:".1 SAND ❑ NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. L. j 1.SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORM SPOT ELEVATION WOOD CONT. GREEN WAY f WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION.ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR O CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED ZCONSTRUCTION BMPS. I� S A SET POINT I \� WOOD BLOCKING 2.ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDER DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS,SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% ^ /, / STEEL 2394 SW SCH 0 LLS FERRY RC B OR GREATER. Q REVISION -T/E OVERHEAD SERVICELL TIGARD, OR 97223 3.A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN CONDUCTORS N PLACE ON THE SITE. A COAXIAL CABLE .' 4.ALL EROSIONSEDIMENTCONTROL DEVICES SHALL BEMAINTAINEDINWORKINGORDERATALLTIMES. - CENTERLINE MONOPOLE TOWER . - F FIBER x 5.ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. -- PROPERTY/LEASE LINE P/F POWER AND FIBER K 6.THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. X CHAIN LINK FENCING N O Q MATCH LINE 0 0 ❑ WOOD FENCE SHEET TITLE Jv. w- OVERHEAD POWER LINE NOTES GENERAL FIRE NOTES: S WORK POINT -UGP BURIED POWER LINELA & O 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2014 OREGON FIRE CODE AND ALL GOVERNING H CODES. GROUND CONDUCTOR OAT OVERHEAD TELEPHONE LINE LEGEND W 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR UGT BURIED TELEPHONE LINE z ROAD FRONTING THE PROPERTY.(2014 OREGON FIRE CODE SECTION 505.1) T TELEPHONE CONDUIT 9 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2014 OREGON FIRE CODE SECTION 806.1) -V-V- BURIED WATER LINE b7SHEET NUMBER LL 4. PORTABLE FIRE EXTINGUISHERS:AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM E ELECTRICAL CONDUIT SS BURIED SANITARY SEWER ✓ TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2014 OREGON FIRE CODE SECTION 908.1.1 AND SECTION 908.3.1) (POWER) SD BURIED STORM DRAIN .2 GENERAL NOTES 4 LEGEND 3 NOT USED 2 DISCLAIMER THESE DRAWINGS WERE PRODUCED ERTY THE SEMEIT S.OFT m•Mobile®• A CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. 8960 ALDERWOOD ROAD PORTLAND,OR 97220 Technology Associates ' PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 TIGARD,OR 98006 I CROWN I a: CASTLE WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 I SEATTLE,WA 98109 I v/ I 0 09/10/2015 ISSUED FOR 10051 CD HT/JCC - A 06/11/2015 ISSUED FOR 90°A CD REVIEW JED eg REV DATE DESCRIPTION BY Q >,-,r1 'c PRO,cFssGciN EFR 2 _ 4k, 84 PE 1.7 M EXISTING TREES& EXISTING BUILDING — — — — — — LANDSCAPING(TYP) `P Vl- O TO REMAIN .. N Z - - -- - - -- - - - - % OREGON oW (//�� �„� ACCESS TO PARKING LOT/SITE EXISTING a MBER 7 W ASPHALT EXISTING BUILDING ��U DI AGOG Y/ m PARCEL it:1S134BC00900,R2032711 PARKIN(TYP)LOT ZONE GENERAL COMMERCIAL WZ RENEWAL DATE: fzp/5V W O OLATION OF LAW FOR ANY PERSON, Q // UNLESS THIE AARE ACTING UNDER THE DIRECTION W d` I� TO ALTER THIS DOCUMENT. 2 c> I 1 i IN it OFA LICENSED PROFESSIONAL ENGINEER, 12 91 o J P003932D t ; ` I G R E E N WAY O Q , I N AREXIEAIFORENLARGEDNG T-MOBILE SI EPNLANSEEENNA 12394 SW SCROLLS FERRY RE Ilk y "57 e IV _ TIGARD,OR 97223 _ _ _ _ _ _ _ _ E o MONOPOLE TOWER ILI SHEET TITLE EXISTING PROPERTY LINE T \\\— EXISTING PROPERTY LINE SITE PLAN 0 glith o ©� SHEET NUMBER Lx A- 1 ZSITE PLAN 20' 0 'I0' ZO. SCALE: 1"=20'-0"(24x36) (OR) 1/2"=20'-0"(77917) 1 •1 • • ••Mo one• 8960 ALDER VOD ROAD PORTLAND,OR 97220 • ..._ I TechnologyitA.ssociates I I PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 TIGARD,OR 98006 EXISTING LOWER ROOF [ EXISTING PROPERTY LINE CfCROWN q: CASTLE , 1 1 EXISTING/NEW T-MOBILE EQUIPMENT AREA, I INSIDE BUILDING ON MEZZANINE FLOOR WESTLAKE UNION CENTER FOR EQUIPMENT PLAN SEE: 1505 VVESTLAKE AVE NORTH I SUITE 800 S EXISTING ROLL-UP GARAGE g DOOR OPENING(TYP) SEATTLE,WA 98109 I Li IIIIIIIIIIII III0 MIlli I " EXISTING TOWER#1 I i 5.1. I I 0 09/10/2015 ISSUED FOR 100%CD FIT/JCC A OS/11/2015 ISSUED FOR 90%CD REVIEW JED r i , • 1 , 1 I REV DATE DESCRIPTION BY i I I 1 is ck- 84 PE -57 c---- IEXISTING/NEW T-MOBILE ANTENNA AREA, FOR ANTENNA PLAN SEE: I I I III IV EXISTING W0,1221A-10P I ({)%i3OREGON I I I I '4° DI AC° O EXISTING ‘- 12 . i J`FORKSHO 7 AREA RENEWAL DATE: 4406 2 -- — O L . IT IS A VIOUTION OF L.AW FOR ANY PERSON, ! 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. ILI I TO ALTER THS MOMENT. re O EXISTING TOWER#2 ,.., re P003932D re . 2 . °, i..,. , ••-•;'`., •• .;i: 8 • a --1•:.--4.:..... GREENWAY •. •.,„V: 2394 SW SCHOLLS FERRY RI L:,'''t -:_,.•:,."dtim,•',...,: TIGARD, OR 97223 MONOPOLE TOWER 1 1, SHEET TITLE z a t ‘LI •''''''':':f.'::.:. ENLARGED 0 :•f' SITE PLAN t . . to - a , ...: • .: -ks.:;.•':: 01'1% ,i • .• „,„..---,-- .. , ......:,-. :,0„„...:•:. ---,0/-- • • •.••...• Tito SHEET NUMBER o 1L±' --I 5 ENLARGED SITE PLAN 13 1.5.3, 5, SCALE: 3/16'.=V-0.'(24x36) (OR) 3/32"=1'-0"(1 1 z17) T ••Mobile®• EXISTING T-MOBILE 20"0 FRP CANISTER 8960 ALDERWOOD ROAD (1 PER TOWER,2 TOTAL) PORTLAND,OR 97220 TO BE REMOVED I 1 (� EXISTING T-MOBILE TMBX-6516-R2M ANTENNA NEW T-MOBILE 30"0 X 6'HIGH FRP CANISTER (3 PER TOWER-2 PER SECTOR,3 SECTORS,6 TOTAL) (1 PER TOWER,2 TOTAL) echno � /� TO BE REMOVED NEW T-MOBILE DBXNH-6565B,-A2M ANTENNA Technology ASSOCiBt@S (1 PER SECTOR,3 SECTORS,3- TOTAL) ePNW MARKET OFFICE A-6 NEW T-MOBILE TMA MOUNTED BELOW ANTENNA 7117 SW BEVELAND STREET, (1 PER SECTOR,3 SECTORS,3 TOTAL) SUITE 101 EXISTING T-MOBILE TMA Q TIGARD,OR 98006 (2 PER SECTOR,3 SECTORS,6 TOTAL) IV TO REMAIN ..�_ I , , _p CROWN mirCASTLE ESTLAKE UNION CENTER ,,_. , ,,,,- ,,,, . v., , _ 1505 WWESTLAKE AVE NORTH SUITE 800 \\ •\�� // /�-_� SEATTLE,WA 98109 \ \ / \ / \i J tiro (-).4'.. ,roR@ 11p IN/„B„S fCTO R eco ,IO�6” r1 Da �j e0 09/10/2015 ISSUED FOR 100%CD HT/JCC ) ..6 A 0/11/2015 ISSUED FOR 90%CD REVIEW JED e -REV DATE DESCRIPTION BY EXISTING 45-0"HIGH MONOPOLE TOWER TOWER #1 EXISTING 4SCO'HIGH MONOPOLE TOWER TOWER #1 ��Q�D ROFFs �,�� N�� FFR s% 84 PE c li 1, I:. EXISTING T-MOBILE 20"0 FRP CANISTER NEW T-MOBILE 30"0 X 6'HIGH FRP CANISTER N (1 PER TOWER,2 TO BE REMOVED TOTAL) (1 PER TOWER,2TOTAL) �� OREGON �O LA0 BER OBJ ItlN DIAD EXISTING T-MOBILE TMBX-6516-R2M ANTENNA NEW T-MOBILE TMBXX-6516J22M ANTENNA F (3 PER TOWER-2 PER SECTOR,3 SECTORS,6 TOTAL) '] (1 PER SECTOR,3 SECTORS,3 TOTAL) y TO BE REMOVED RENEWAL DATE: R'2,0 ❑ 00 IT IS A VIOLATION OF LAW FOR ANY PERSON, A EXISTING T-MOBILE TMAUNLESS THEY ARE ACTING UNDER THE (2 PER SECTOR,3 SECTORS,6 TOTAL) EXISTING T-MOBILE TMA OFA LICENSED PROFESSIONAL ENGINEER,oN (2 PER SECTOR,3 SECTORS,6 TOTAL) TO ALTER TFIS DOCUMENT. O TO REMAIN ❑ _-_ 0 ~ i V 111010 P003932D /�� � j 2 `, , / s �� � ; GREENWAY N \ sr \P \\'�J/ (0I N/„ 2394 SW SCROLLS FERRY RD fi', 5fOr�@ 110• 1.43 a'croR@,D TIGARD, OR 97223 GAO �6' x �5s ��<� MONOPOLE TOWER - P, d y E e B SHEET TITLE A n N TOWER#2 TOWER #2 ANTENNA LL EXISTING 45'-0"HIGH MONOPOLE TOWER EXISTING 45'-0"HIGH MONOPOLE TOWER O L,:' PLANS E G `©" 0 SHEET NUMBER 1‘.• ° ANTENNA PLAN (EXISTING) 0®'SCALE:1-1/2"=1'.0"(24236) 1 ANTENNA PLAN (FINAL) A-3 Z 0 2••4•• g••SCALE:1.1/2'=1'-0'(24x36) 2 (GR) 311-41./.2: /4 1_01 (11217) ® (OR) 3/4"=1'-0"(11x17) EXISTING BREAKER PANEL EXISTING BUILDING Til •■Mobile®• _ / \ 8960 ALDERWOOD ROAD EXISTING WATER HEATER TANK - U _ PORTLAND,OR 97220 _ -REMOVE 1 EXISTING FSME IN EXISTING FCOA CABINET ednwlogy Associates _ -REMOVE 3 EXISTING FRIA IN EXISTNG FCOA CABINET PNW MARKET OFFICE EXISTING CABLE BRIDGE POST(TYP) OM 7117 SW BEVELASUITE ND STREET, — 1�1'.�. 01 _ TIGARD,OR 98006 o• EXISTING Wi= FCOA EXISTING CABLE ICE BRIDGE 11i/�> r /MSS ) EXISTING y/l UPPER LEVEL CROWN I• ; t EXISTING ��CASTLE - or, ULTRASITE _ 0 TO BE // REMOVED / VVESTLAKE UNION TER 1505 VVESTLAKE AVE NORTH SUITE 800 - [ �1 ] SEATTLE,WA 98109 � EXISTING -a '' PURCELL / V // n4 � / EXISTING WOODEN HAND RAIL _ 0 09/10/2015 ISSUED FOR 100%CD HT/JOG A 0611112015 ISSUED FOR 90%CO REVIEW JED • Aefili REV DATE DESCRIPTION BY EXISTING /A "/ LOWER LEVEL ,'qLE.2 PR 0A.... �' NGI Ec� S0 EQUIPMENT PLAN (EXISTING) 1 os rS OR)E1/4�=1-0" 11x7)) 84 PE y EXISTING BREAKER PANEL i- EXISTING BUILDING NSA OREGON o( [_ (TFMBER 9 I ,e1,•,p � DI AGO w EXISTING WATER HEATER TANK = 0 - RENEWAL DATE: iz'zo5 E B Q - IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSAC CTION ETHEY ARE RR FE PROFESSIONAL ENGINEER,IN ER. w NEW FBBC IN EXISTING EQUIPMENT CABINET of A uCENSED PROFEssIONAL ENGINEER, tt - (iTOTAL) TO ALTER THIS DOCUMENT. ° - a EXISTING CABLE BRIDGE POST(TYP) 0WetNET LA s P003932D o: ' EXISTING , t. FCOA Q NEW FRLB MOUNTED ON NEW 3"0 POLE EXISTING CABLE ICE BRIDGE - , (3TOTAL)[STACKED] z = p • WNW Alkali GREENWAY __ NEWTOTAL)DIPLEXERSMOUNTED ON NEW 3"0 POLE144 2394 SW SCHOLLS FERRY RE Ft L)[STACKED] - •� 40 WIZ, ©� M TIGARD, OR 97223 a h' i MONOPOLE TOWER x 1Srs EXISTING R = * PURCELL / IN EXISTING EQUIPMENT WOODEN PLATFORM / W // SHEET TITLE — •9.10:1 r _-- 0. F EXISTING WOODEN HAND RAIL _ EXISTING EQUIPMENT _ UPPER LEVEL O PLANS W -, 5, K EXISTING /. FF LOWER LEVEL © c o SHEET NUMBER 1 EQUIPMENT PLAN (FINAL) 0 6..1. 2• SCALE: 1/2' 1,0"(24x36) 2 A-3 . ® (OR) 1/4"=1'-0"(11x17) NOTE 1.TOWER#1 WILL R (12) RUNS COAX Mobi le0 TOWER#2 WILL REQUIRE(12)RUNS OF COAX. • ■ ■ ■ ■ FIELD VERIFY COAX COUNT PRIOR TO CONSTRUCTION. ADDITIONAL COAX RUNS MAY BE REQUIRED. 2.THE CAPACITY OF THE TOWER TO SUPPORT PROPOSED DESIGN LOADS IS TO BE DETERMINED BY 8960 ALDERWOOD ROAD OTHERS. PORTLAND,OR 97220 Technology 4Assoclates PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 TIGARD,OR 98006 aCROWN CASTLE NEW T-MOBILE 30"0 X 8' EXISTING T-MOBILE HIGH FRP CANISTER WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 TMBX-6516-R2M ANTENNA ) (1 PER TOWER,2 TOTAL (3 PER TOWER- SEATTLE,WA 98109 2 PER SECTOR,3 SECTORS,6 TOTAL) NEW T-MOBILE TO BE REMOVED TMBXX-651H-R2M ANTENNA TOP OF EXISTING MONOPOLE TOWERit)TOP OF EXISTING MONOPOLE TOWER trIiri.,PEISECTOR,3 SECTORS,3 TOTAL) ELEV.45'-0"AGL ELEV.45'-0"AGL r^ yII IW I II 11 Y RAD CENTER OF EXISTING T-MOBILE ANTENNAS _ _ — — 1 I I I I 1 .RAD CENTER OF NEW T-MOBILE ANTENNAS — — — — I I I I 1� EXISTING T-MOBILE 20"0 FRP CANISTERI I ELEV.47-0"AGL I I I1 (1 PER TOWER,2 TOTAL) ELEV.42'-0"AGL I I I I 1 TO BE REMOVED EXISTING T-MOBILE TMBX-6516-R2M ANTENNA o osnorzois ISSUED FOR 103%CD HT/JCC (3 PER TOWER-2 PER SECTOR,3 SECTORS,6 TOTAL) f"L I I"1 TO BE REMOVED b,fl EXISTING T-MOBILE TMA NEW T-MOBILE DBXNH-05658-A2M ANTENNA -- EXISTING T-MOBILE TMA A M11/2015 ISSUED FOR SO%CD REVIEW JED (2 PER SECTOR,3 SECTORS,6 TOTAL) 4111)(1 PER SECTOR,3 SECTORS,3 TOTAL) 0- I---I (2 PER SECTOR,3 SECTORS,6 TOTAL) TO REMAIN REV DATE DESCRIPTION 5V EXISTING T-MOBILE TMA (2 PER SECTOR,3 SECTORS,6 TOTAL) O NEW T-MOBILE TMA MOUNTED BELOW ANTENNA TO BE REMOVED (1 PER SECTOR,3 SECTORS,3 TOTAL) g....D PROFFSEXISTING 45'-0"HIGH MONOPOLE TOWER - EXISTING 45'-0"HIGH MONOPOLE TOWER -- GI FF,i. sic) (TYP OF 2) (TYP OF 2) AA 84 PE37 I I . art ib , v TOWER•1 � (� I I TOWER#2 TOWER#1 ..A n�1lll1�Il i.1.- -- TOWER A.iil�fi �i I.. ni ni .n�.�mn i OREGON o0 .I !ti I[r i /� BER IlIl a 111[11 II I ilk I�Y, ry,ti n..m.i■nm.■ul.io „i i i, r Iii �'�0 D I ACP N WI RENEWAL DATE: I&Iio/5 E, 0: - IT IS A VIOLATION OF LAW FOR ANY PERSON, Q . UNLESS THEY ARE ACTING UNDER THE DIRECTION 2 OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. K O U ce P003932D a . s GREENWAY N 2394 SW SCHOLLS FERRY RE yEXISTING T-MOBILE EQUIPMENT AREA(WITHIN) EXISTING T-MOBILE EQUIPMENT AREA(WITHIN) TIGARD, OR 97223 zo MONOPOLE TOWER N SHEET TITLE 6 N i ELEVATIONS 0 w N tl1 Q O S SHEET NUMBER o A-4 O 0 1.5'3' 5. SCALE: 3/16"=1'-0"(24x36) 0 1.5'3' 5. SCALE: 3/16"=t'-0"(24x36) = WEST ELEVATION (EXISTING) ® (OR) 3/32" 0"(11x17) 1 WEST ELEVATION (FINAL) ® (OR) 3/32"=1'-0"(11x17) 2 NOTE: Y 1.TOWER#1 WILL REQUIRE(6)RUNS OF COAX. r U TOWER#2 WILL REQUIRE(12)RUNS OF COAX. PI ■ ■■Mobile■ FIELD VERIFY COAX COUNT PRIOR TO CONSTRUCTION. ADDITIONAL COAX RUNS MAY BE REQUIRED. 2.THE CAPACITY OF THE TOWER TO SUPPORT PROPOSED DESIGN LOADS IS TO BE DETERMINED BY 8960 ALDERWOOD ROAD OTHERS. PORTLAND,OR 97220 Technology tAssociates PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 TIGARD,OR 98006 : CROWN CASTLE NEW T-MOBILE WESTLAKE UNION CENTER DBXNH6565B-6565BANTENNA 1505 WESTLAKE AVE NORTH I SUITE 800 (1 PER SECTOR,3 SECTORS,3 TOTAL) SEATTLE,WA 98109 IN EXISTING T-MOBILE TMBX-6516-R2M ANTENNA (3 PER TOWER- TOP OF EXISTING MONOPOLE TOWER 2 PER SECTOR,3 SECTORS,6 TOTAL) NEW T-MOBILE 3D"0 X 8' ELEV.45'•0"AGL TO BE REMOVED �Iy�1 TOP OF EXISTING MONOPOLE TOWER HIGH FRP CANISTER Y ELEV.45'-0"AGL rl (1 PER TOWER,2 TOTAL) I I RAD CENTER DF EXISTING T-MOBILE ANTENNAS _ _ _ _ _ _ _ — — I I RAD CENTER OF NEW T-MOBILE ANTENNAS _ _ _ _ 0 09/102015 ISSUED FOR 100%CD HT/JCC LEV.42'-0"AAGL EXISTING T-MOBILE 20"0 FRP CANISTER I (1 PER TOWER,2 TOTAL) ELEV.42'-0'AGL I I A 06/11/2015 ISSUED FOR 90%CD REVIEW JED I I TO BE REMOVED I I REV DATE DESCRIPTION BY IyI,.--- \ `EXISTING 7-MOBILE TMA ��EO PROFFS NEW T-MOBILE TMA MOUNTED BELOW ANTENNA ^ Sol TO BE REMOVED(2 PER SECTOR. (1 SECTORS,6 TOTAL) (1 PER SECTOR,3 SECTORS,3 TOTAL) �7�\Gj� V I ��� LS,0 V 1 EXISTING 45'-0"HIGH MONOPOLE TOWER EXISTING 45'-0"HIGH MONOPOLE TOWER 8�} PE ISII� lili'IiliY���III1 i!I�YI irI111�irII1�III Ili IV rrirli I(+ �� — iili 'I� 'IW jl I�iI 'ilii i"I'I fI I�Y pry IIlII'�fil (l�fl (.. OREGON � \II�i1IllIITuJII IJ IIi N X41 �I I TI I j �LILI�) Ii l� TOWER#1 ILI ItIIII VI I II' I IT1)1 I1 qI IJ TIIli I� 111, I I1I� i� l TOWER#1 MBER V I �I I II I IIIi l it 11I� l�11Ili14 lll14 l4 4 1 I IT 11 I I I I II 1 1 4 l ,90 GodN1 i I Mi Ili I Ji �I li I 11 I I Il I 1 D I A y 1141' I Li 4'I 11411 I 11 II 11 l i IJ i IIi''II I IIThI.Y II II I J i l l 1 YII nein -I-III.I11/IIIiwi nmlmlumnmmlmmim�Im1 w IIITII IIITII TUTU l IT II 111TH IIITII IIIT)) 11711 TIITII II El El HETI it 7f II I II I I I II I RENEWAL DATE: u. 2-015 0: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION Z - -- ------- OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER TMS DOCUMENT. 0 O te P003932D Q' s GREENWAY 2394 SW SCHOLLS FERRY RE yw TIGARD, OR 97223 MONOPOLE TOWER X B SHEET TITLE N ELEVATIONS 0 w B Z oSHEET NUMBER ,,,,O O 1.5 3 S SCALE: 3/t6"=1'-0"(24x36) SCALE: 3/16"=1'-0"(24x36) //� A-5 = NORTH ELEVATION (EXISTING) ® "(OR) 3/32"=V-0"(11x17) 1 NORTH ELEVATION (FINAL) ® (QR) 3/32"=1'-0"(11x17) ` LTE TMA STYLE 3C-E15Z01P33 BASEBAND SUB-MODULE:FBBC CEILING PLATE CONNECTOR INTERFACE: 7-16 DIN FEMALE DL SPEED. 450 Mbit/ CONNECTOR INTERFACE STYLE: MEDIUM NECK UL SPEED. 150 MbiUs ■ ■ ■■ obi le• .`� FINSH: PAINTED RP3/OBSAI: 4X6Gbitls PORTS COLOR: GRAY (ONLY ONE AVAILABLE IN RL60) FRLB,PER PLAN �`� T7� j9 8960 ALDERWOOD ROAD _\�I .-•` HEIGHT: 104.Omm/4.1 in J I`�, WIDTH: 220.5mm/8.7 in p• /:3 �� DEPTH: 104.02020/4.1in li� �1 PORTLAND,OR 97220 WEIGHT: 8.Okg/17.61b IN Ifi i ,. ,1._n ..>_ .. . ._ _ .r,. . Technology Associates ' ,0. 101111 III III �h II o __ PNW MARKET OFFICE �' I- —_,� .�. - 7117 SW BEVELAND STREET. `I SUITE 101 o DC IN RF1 RF2 BB EX RF3 SRIO/RF4 TIGARD,OR 98006 MOUNTING PIPE wil. r.I.eN. y PERSPECTIVE VIEW. , , ANCHOR PLATE �1� .--^3.v.-�?lt - `\ a...1'46 CROWN SECURE USING NOTE. Ji @WOOD:(4)5/8"O LAG BOLTS W/4"MIN EMBED � . - CASTLE @CONCRETE:(4)5/8"0 HILT!KB-TZ W/3"MIN EMBED @STEEL(4)5/8"0 ASTM A307 THRU BOLT PERSPECTIVE VIEWS: WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 NOT USED SCALE N.T.S. 10 FRLB PIPE MAST (INDOOR) SCALE N.T.S. 7 TMA SPECIFICATIONS SCALE N.T.S. 4 FBBC SCALE ,l SEATTLE,WA 98109 N.T.S. COMMSCOPE CDX723AT-DS/E15V95P46 LTE 700/BAND 12-FRLB CONNECTOR INTERFACE: 7-16 DIN FEMALE RF MODULE TYPE: RRH,1 UNIT PER SECTOR CONNECTOR INTERFACE STYLE: MEDIUM NECK MIMO. 2X2 COLOR: GRAY DIMENSIONS,HxWxD: 15.75"x 15.75"x 5.9" WEIGHT: 59.52b 0 09/10/2015 ISSUED FOR 100%CD HT/JCC HEIGHT: 225.0 mm/8.9 intt It, 18W: 16MHz UL/DL A 06/11/2015 ISSUED FOR 90%CD REVIEW JED VVIDTH: 125.0 mm/4.9 in '---_-- DEPTH: 115.0 mm/4.5 in REV DATE DESCRIPTION BY WEIGHT: 4.6 kg/10.1/b ° ` '° I. 1 I ,,.1-:::: ���ED PROFF� 5 Nei E4 s% .- �(.63\ 84 PE • La 1171... -. �. q i"'IA- yy�er 'r.„�iaillhem111 N� o ,�6 -o OREGON o - 5ki� 9 L I F � ,' "` ��..„--- 64.:7;714 /� MBER 6 .r ‘q DIAGOG w E`0 ,-�'?1 PERSPECTIVE VIEWS: O N co w 2 ._-'... Q t 4 ti e� J RENEWAL DATE: czlzar5 W PERSPECTIVE VIEWS: cc SCALE SCALE SCALE SCALE UNLESS THEY ARE ACTING UNDER THE DIRECTION 2IT ISAVIOLATION OF IAW FOR ANY PERSON, NOT USED N.T.S. 11 NOT USED N.T.S. 8 DIPLEXER SPECIFICATIONS N.T.S. 5 FRLB N.T.S. I OFA IC E R SDDCUMENTGINEER. OAERHS 0 ❑ SI ANDREW TMBXX-6516-R2M(QUAD PANEL ANTENNA) COMMSCOPE DBXNH-6565B-A2M ❑ s HARDWARE MATERIAL: HOT DIP GALVANIZED RADOME MATERIAL: FIBERGLASS,UV RESISTANT P003932 D O RADOME COLOR: OFF WHITE RADOME COLOR. LIGHT GRAY • a DIMENSIONS,HxWxD: 50.9"x 12”x 6.5" DIMENSIONS,HxWxD. 72.7"x 11.9"x 7.1" G R E E N WAY 1- (1294 x 305 x 166mm) (1847 x 301x 181 mm) z NET WEIGHT: 34.6 lb WEIGHT: 46.3 lb O (15.7 k9) (21.0 kg) F CONNECTOR: 4x7/16 DIN FEMALE ib CONNECTOR: 4x7/16 DIN FEMALE 12394 SW SCHOLLS FERRY RC N TIGARD, OR 97223 MONOPOLE TOWER SHEET TITLE a n 6.5"j, I- AAF 68-60 CM DETAILS w - N X 9 aSHEET NUMBER 0 11.9" �,, NOT USED SCALE SCALE SCALE �`6 SCALE f A-6 N.T.S. 12 NOT USED N.T.S. 9 ANTENNA SPECIFICATIONS N.T.S. ANTENNA SPECIFICATIONS 3 N.T.S. ELECTRICAL GROUNDING SPECIFICATIONS ■•Mobi 1 le©• 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING JURISDICTION. O 8960 ALDERWOR 9 ROAD r 2. ALL GROUNDING DEVICES SHALL BE U.L.LISTED PORTLAND,OR 97220 FOR THEIR INTENDED USE. - 3. GROUND WIRES SHALL BE TINNED#2 AWG BARE _ SOLID COPPER UNLESS OTHERWISE NOTED. 72 4. CONNECTIONS OF ALL GROUND WIRES TO THE — GROUND RING SHALL BE EXOTHERMIC — (CAD-WELDED),UNLESS OTHERWISE NOTED.AND NEW MECHANICAL LUG Associates SHALL BE INSTALLED IN ACCORDANCE WITH CONNECTION(TYP.) MANUFACTURERS RECOMMENDATIONS AND T-MOBILE WIRELESS BROADBAND STANDARDS. 3 PN W MARKET 711 ELAND STREET, 5. GROUNDING CONDUCTORS SHALL BE ROUTED —- •�A ALONG THE SHORTEST AND STRAIGHTEST PATH — NEW#6 AWG FROM FBBC SUITE 101 POSSIBLE.WHEN REQUIRED,GROUND LEADS — TO(E)GROUND BAR(TYP.) SHALL BE BENT TOA MINIMUM OF 8"RADIUS. _ �' 0 TIGARD,OR 98006 .y _ __ 6. WHERE GROUND WIRES ARE ROUTED FROM ANY In NEW#6 AWG FROM DIPLEXERS _ 4 , f•f CONNECTION ABOVE GRADE TO THE GROUND RING. TO(E)GROUND BAR(TYP.) y! - —- P INSTALL WIRE IN 3/4"HEAVY WALL LIQUID TIGHT _ FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" ak - BELOW GRADE AND SEAL THE TOP WITH SILICONE — ,:','4__F` \ WSEALANT. ' Ft- 7. ALL GROUND BARS SHALL BE TINNED,1/4"COPPER, NEW FROM POLE ' ii II ! NEW#6 AWG FROM FRLB CAO' LE SECTOR BARS 2",COLLECTOR AND MGB BARS 4", TO(E)GROUND BAR(TVP.) q 0 / TO(E)GROUND BAR(TYP.)OF SUFFICIENT LENGTH TO ACCOMMODATE ALL —REQUIRED CONNECTIONS WITHOUT DOUBLING gik WESTLAKE UNION CENTER LUGS,AND EACH INSTALLED WITH ISOLATORS. — )� L10 505 WESTLAKE AVE NORTH SUITE 800 WHEN CONNECTING GROUND BARS(WITHIN 10 _ ; • I SEATTLE,WA 98109 FEET OF GRADE)DIRECTLY TO THE GROUND RING, _ 0I n I V / 2 EA#2 SOLID DOWNLEADS SHALL BE CAD-WELDED —- M U / / / TO THE GROUND BAR,1 AT EACH OPPOSITE — BOTTOM CORNER,AND EACH SHALL RUN IN 3/4" — O HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT QA. c1 ., _ (E)GROUND BAR(FIELD FROM GROUND BAR DOWN TO THE GROUND RING. WHEN CONNECTING SECTOR GROUND BARS, — - — o VERIFY LOCATION) -� 0 (TYP) DAISY-CHAIN THE GROUND BARS AND RUN 1 EA.#2 = Zk AWGSTRANDED STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO — °°°°°°°° 1470 09110/2015 ISSUED FOR 100%CD HTGCC THE GROUND RING AND CAD-WELD TO THE RING. A 06/11/2015 ISSUED FOR 9096 CD REVIEW JED 8. WHEN ATTACHING STRANDED GROUND LEADS TO REV DATE DESCRIPTION BY THE GROUND BARS,2 HOLE COMPRESSION LUGS SHALL BH USED, WITH PROTECT WITHWEATHERPROOFO "KOP'R �® g..D PROFHEAT SHRINK,AND WITH A THIN COAT OF"KOP'RATTA HED ONY WITH STAINLE SSHIELD"OR EQUIVALENT LSEEY LLIED AND ` (QV.HARDWARE. C9. WHEN GROUNDING EQUIPMENT ENCLOSURES, �I ��� /OPANELS,FRAMES,AND OTHER METAL APPARATUS, V84 A#6AWGSTRANDEDCOPPERWIREWITHTHWN SCALE 2 PE INSULATION SHALL BE ATTACHED UTILIZING A 2 EQUIPMENT GROUNDING L N.T.S. HOLE COMPRESSION TYPE LUG,PROTECTED WITH WEATHERPROOF HEAT A CLEAN AND CORROSION !j(,C''''' FREE METALLIC SURFACE UTILIZING STAINLESS 10 CO STEEL EL SELF-TAPPING SCREWS AS NOTED IN NOTE N�'Q OREGON o� 10. PREPARE ALL BONDING SURFACES FOR GROUND /�)"4 ER 1g ti J CONNECTIONS BY REMOVING ANY AND ALL PAINT AND CORROSION TO SHINY METAL.FOLLOWING CAD-WELDED CONNECTIONS TO NON-COPPER NSURFACES,APPLY ONE COAT OF ANY ANTI-OXIDIZING PAINT,"COLD GALV'OR D I AC cn EQUIVALENT. W RENEWAL DATE: al w 11. GROUND RODS SHALL BE COPPER-CLAD STEEL 1 0 5/8'k10',SPACED NO LESS THAN 10'ON CENTER. O 12 ALL GROUNDSYSTEM CONDUCTORS AND 0: IT IS A VIOLATION IFOR ANY PERSON, a CONDUITS SHALL BE SECURED UTILIZING ONLY UNLESS THEY ARE ACTING UUNDER ORE DIRECTION z NONMETALLIC,NON-CONDUCTIVE,UV RATED OFA GUESSED PROFESSIONAL ENGINEER, CLAMPS,BRACKET,AND OR SUPPORTS. LIJ TO ALTER THIS DOCUMENT. txO ❑ 13. WHEN REQUIRED,THE CONTRACTOR SHALL U ENGAGE THE SERVICES OF AN INDEPENDENT NEW#8 AWG FROM ANTENNA C TESTING FIRM TO VERIFY,UTILIZING A MEGGER TO(E)SECTOR GROUND BAR ❑ TEST,THAT THE RESISTANCE TO EARTH OF THE (TYP.) 0 NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN P003932 D O 5(OHMS).A COPY OF THE COMPLETE TESTING © n a REPORT SHALL BE PROVIDED TO THE T-MOBILE ' '"" ��� .� REPRESENTATIVE. H 14. ALL MATERIALS AND HARDWARE SHALL BR \ I�;^ NEW#6 AWG FROM TMA G R E E N WAY �' TO(E)SECTOR GROUND BAR(TYP.) O INSTALLED IN WORKMAN-LIKE MANNER IN O ACCORDANCE WITH MANUFACTURER'S (E)SECTOR GROUND BAR n ` All RECOMMENDATIONS,AND DEFINED IN NEPA-70 AND I O (FIELD VERIFY LOCATION) a APPROVED BY A,H,J, (TYP) �. 2394 SW SCHOLLS FERRY RE El TIGARD, OR 97223 LEGEND ■ EXOTHERMIC CONNECTION \ o/I n MONOPOLE TOWER v • MECHANICAL CONNECTION 41' Ettirig EQUIPMENT GROUND BAR a SHEET TITLE J 1 ANTENNA GROUND BAR(AS REQUIRED) GROUNDING .41____ #2 AWG GROUND LEAD(AS REQUIRED) U PLANS S NOTE' NEW MECHANICAL LUG , O CONNECTION(TYP.) , 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS © ©� SHEET NUMBER tt AND GROUNDING CONNECTIONS AS REQUIRED. ® �'� O SLL G- 1 NOTES & LEGEND SCALE 1 ANTENNA GROUNDING SCALE N.T.S. N.T.S. NOTES: EXISTING;76 AWG STRANDED CU NEW FRLB,DIPLEXERS,UNISTRUT,AND 1. PROVIDE NO-OX GREASE AT CONTACT ? # WIRES TO EXISTING EQUIPMENT FBBC ONLY GROUNDING KIT:#6 AWG SURFACE BETWEEN LUG AND GROUND BAR iii-- , ¢ Ll • ■ ■ ■Mobile©■ STRANDED Cu WIRE WITH GREEN,600V, 2. CONTRACTOR HALL VERIFY BUSS BAR `I l l` THWN INSULATION OR BLACK GROUNDING TO THE TOWER OR RING. TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GT 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC 8960 ALDERWOOD ROAD — — - CONNECTION. 0, PORTLAND,OR 97220 X00. rll - O 00©© 0000000000000000 o EXISTING MAIN GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY © o0000o000000000000 ©0 © © Technology' Associates 00000000000000000000 J sest _ PNW MARKET OFFICE ;2, K 7117 SW BEVELAND STREET, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C�1� SUITE 101 t:11 — °' — TIGARD,OR 98006 \ / \__/\___ TYPE W TYPE VS TYPE VB TYPE PT TYPE GR EXOTHERMIC WELD TWO-HOLE LUG,BOLTED TO I— GROUND BAR USING 3/B"-16 x 1 NOTE: 1/4"STAINLESS STEEL HEX UNIT •� EXISTING(2)#2 AWG SOLID TINNED BARE CU WIRE `- BOLTS AND HARDWARE. ^- TO EXISTING GROUND RING ERICO EXOTHERMIC FOR PEC IFIC TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH PROJECT all:.CROWN MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. CASTLE WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 NOT USED SCALE 10 MAIN GROUND BAR N.T.S. N.T.S. CE 4 NSTSEXOTHERMIC WELDING SCAL N.T.SE 1 SEATTLE,WA 98109 NOTES: _ WEATHERPROOFING 12"TO 24" 1. ALL HARDWARE BOLTS,NUTS, /KIT(SEE NOTE 3) MIN. LOCK WASHERS SHALL BE WIRE SIZE BURNDY LUG BOLT SIZE STAINLESS STEEL.ALL CABLE HARDWARE ARE TO BE AS ANTENNA CABLE CONNECTOR #6 AWG GREEN INSULATED YA6C-2TC38 3/8"-16 NC S 2 BOLT FOLLOWS:BOLT,FLAT WASHER,GROUND BAR, 0 09500015 ISSUED FOR 100%CD HT/JCC "Mr�■-I■ \ #2 AWG SOLID TINNED VA3C-2TC38 3/6"-16 NC S 2 BOLT GROUND WASHER AND NUT.HER, A 06510015 ISSUED FOR BO%cD REVIEW AFD P . #2 AWG STRANDED YA2C-2TC38 3/8"-16 NC S 2 BOLT 2. COPPER SHIELD,ANTIOX,CR REV DATE DESCRIPTION BY NO-OX OR EQUIVALENT SHALL CABLE GROUND KIT N #2/0 AWG STRANDED YA28-2TC38 3/8"-i6 NC 52BOLT BEPLACE METAALL LS �� �p pROF�s DISSIMILAR METALS CONNECT. #4/0 AWG STRANDED YA28-2N 1/2"-i6 NC S2 BOLT \ Gl ��� n/O #6 AWG STRANDED Cu WIRE WITH 3. ALL LUGS ARE TO BE 17 v GREEN,600V,THWN INSULATION OR INSTALLED PER rr,^� BLACK(GROUNDED TO GROUND BAR) MANUFACTURER'S c. 'T' HEAT SHRINK SPECIFICATIONS.(CLEAR HEAT SHRINK INDOOR& V84 P E 91' BLACK HEAT SHRINK OUTDOOR) 4. ALL LUGS MUST HAVE ANTENNA AND/OR GPS CABLE BURNDY GROUND LUG INSPECTION WINDOWS. CONNECTION (SEE TABLE FOR SIZE /,, 6t AND MODEL) tit, BURNDY GROUND LUG NUT(TYP.) (SEE TABLE FOR SIZE Nc Q • AND MODEL) A OREGON NOTES: LOCK WASHER 1, DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS (TYP.) �y BARE WIRE TO BE ' ��A,. A \ DIRECT GROUND WIRE DOWN TO GROUND BAR. FLAT WASHER _ _ ■ NO-0X AT BOTH ENDS ///^ ✓�B EFt _\�J (TYP.) —I" 'ryO D I AGO\ w 2. GROUNDING KIT TYPE SHALL BE APPROVED BY VZW PRIOR TO INSTALLATION N 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING — GROUNDING'�• ���� CONDUCTOR w TAPE KIT,COLD SHRINK SHALL NOT BE USED. GROUND BAR ' Lu y FLAT WASHER BOLT(TYP.) ( RENEWAL DATE: Q 405 w (TYP.) o IT IS A VIOLATION OF LAW FOR ANY PERSON, NOT USED SCALE 11 NOT USED SCALE 8 CABLE GROUNDING SCALE 5 MECHANICAL LUG SCALE I 2 UNLESS N�F��TOAETERRTHIss ^MENE�EERnoN N.T.S. N.T.S. N.T.S. N.T.S. T. K C NOTES: C Lu C 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BARa �1{Q^S 6' 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. P003932D o O 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC C ' ; CONNECTION. ANTENNA AND TMA ONLY GROUNDING I- KIT:#6 AWG STRANDED Cu WIRE WITH GRE E N WAY O z GREEN,600V,THWN INSULATION OR BLACK 0 tt -_ TWO-HOLE LUG,BOLTED 2394 SW SCHOLLS FERRY RE Lu TO GROUND BAR USING v STEEL HEX UNIT BOLTS STAINLESS TIGARD, OR 97223 y e AND HARDWARE. MONOPOLE TOWER 4 0 000 0 0 0 0 d 0 - EXISTING 4"312"31/4" BO �©.D©0 O O O© O THK.,TINNED SHEET TITLE GROUND BAR ON O O U 0 0 0 0 WALL,FLOOR OR ON T 0 0 0 0 0 0 0 0 ANTENNATOWER GROUNDING w DETAILS N EXOTHERMIC WELD C- z —EXISTING#2 G OL BARE CU WIREAWTO SEXISTING ID TINNED TOWER 8 GROUND BAR OR MAIN GROUND BAR ER SHEET NUMBER o o NOT USED SCALE N.T.S. 12 NOT USED NCTSE 9 NOT USED NCTSE 6 SECTOR GROUND BAR SCALE.T.S. 3 G-2 = l• • •Mobile°• NOTE ALL COAXIAL.CABLE CONNECTIONS TO BE WE.ADIER PROOFED. 8960 ALDERWOOD ROAD 2 CONTRACTOR TO DP CABLES AND JUMPERS WHERE NECESSARY. PORTLAND,OR 97220 3. TAGOAIG. • ALL COAXAL CABLES TO BE MARKED WLTH COLOR CODED TAPE TO INDICATE THEANTETMA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END CRIMPERS AS CLOSE TO {� ' EACH END AS POSSIBLE.(NOT TO INTERFERE WITH WFATHERPROOftt•Kil Technology echnology ',Associates 4 COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3•-0`ON CENTER CONTRACTOR SHALL PNW MARKET OFFICE SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. EN 7117 SW BEVELAND STREET, 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM SUITE 101 CONNECTION IEEE S1 '4.) TIGARD,OR 98006 8 PROVIDE FEAT SHRINK I4 PLACE OF TAPE FOR OLIN)POLES ADD TINA'S.HEAT SHRINK SH=ALL BE'CANUSA'WITH ADHESIVE. CROWN v ANTENNA AND COAX GENERAL NOTES: CASTLE 1 ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 2 COAX COLOR CODING:ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM SEATTLE,WA 98109 TRUE NORTH AND COLOR CODED AS FOLLOWS: 3 THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES.FOR OMNI SITES, USE THE ATO.BTO,8 GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING r WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: ___. R1•AT ANTENNA CONNECTION 0 09/10/2015 ISSUED FOR 100%CD HT/JCC 42-AT ENTRY TO EQUIPMENT CABINET A 00111/2015 ISSUED FOR 90%CD REVIEW JED 5 RUN COAXIAL CABLE WITH MINIMUM 12'SLACK 8 12'FROM EDGE OF EQUIPMENT - CABINETS,ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE).UP TO TOWER LEG(IF REV DATE DESCRIPTION BY APPLICABLE),8 DISTRIBUTE TO EACH ANTENNA DEVICE FURNISH AND INSTALL A MINIMUM OF(3)GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL ��O��p PR 0/cFLS DRAWINGS.VERIFY NUMBER OF ANTENNAS,CABLE,8 CABLE DIAMETER WITH PROJECT C MANAGER. �C'� NGI F,i s/o 84 PE r ELECTRICAL TAPE 3 LAYEILS WITHZ TAPE ANY/3 LAYERS IN 3(4'TAPE(ALL WT i}i L91'EEM M 30%OVERLAP). c,8.,.._- BUTYL Btli'Y.TAPE ALL TAPE TWil3SHALL BECUT(DO NOT YSEAL I �. N CONNECTORS ELECTRICALTAPE(1LAYER) (ALSO IQIOM1MNAStMSi1G.TAFFYTAPE) COAT wlTH (scoTctXrorsPRAYSFALaR oA OREGON oo r T r r / rf 2'7= 4' 4' L11.I/i 1 .,41 FMBERI9s a� 1. 1 E' h. �, iT - T e-41 �( DIA T /! B IMEIIIIIII ► r, . for -.' �, c=-�-i sL �'"" ' rl LSI! RENEWAL DATE: Lti2D/5 = i ►,1 E STEP 1 STEP 2 STEP 3 STEP 4 I I T I9 A VIOLATION OF UW FOR AN PERSON. I I DNLESS THEY ARE ACTING RECTION OF A LICENSED PROFESSIONAAL ENGINEER.THE cI COAXIAL CABLE WEATHERPROOFING 1 j TO ALTER THIS DOCUMENT. L O SCALE:NTS U P003932D N 2 1 GREENWAY O Z FSITE LOADING CHART 12394 SW SCHOLLS FERRY RE a COLOR/ ANTENNA/COUNT VENDOR AZIMUTH MECHANICAL ELECTRICAL RADIATION COAX CABLE COAX AMOUNT TIGARD, OR 97223 w SECTOR MODEL DOWNTILT DOWNTILT CENTER LENGTH &SIZE (RED) eg MONOPOLE K ALPHA (1)DBXNH-6565B-A2M COMMSCOPE 350° 0° 0° 42'-0" 60' (6)7/8" (1)TMBXX-0516—R2M ANDREW y GROUND SCOPE CHART SHEET TITLE z a (GREEN) COUP CABINET CABINET SUPPORT BASEBAND BASEBAND RADIO UNIT RADIO UNIT V-' (1)DBXNHCONVP TYPE QUANTITY RF DETAILS IT. BETA (1)TMBXX-6516-R2M ANDREW 1,0. 0 0° 42'-0" 60' (6)7/8' u. O ULTRASITE PC AC SUPPORT ESMB 1 FXFC 2 111. 1 FSMF 2 FRIE 2 Fl (BLUE) OUTDOOR CAB+RF FBBC 1 FRLB 3 i (1)DBXNH-6565B—A2M COMMSCOPE U, GAMMA 230' 0' 0° 42'-0" 60' (6)7/8" (1)TMBXX-6516—R2M ANDREW "PER RFDS o VERSION:5 DATE:03/31/2015 SHEEP NUMBER 0 LL, RF- 1 w RF DETAILS NCA SE 1 •. • • •Mobile• 8960 ALDERWOOD ROAD PORTLAND,OR 97220 Configuration 703E_GDSq_000 (FRLB Ground diplexed—Swap LTE Quad) Technology Associates PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 TIGARD,OR 98006 Quad Pole (Shared) 1,- -. CROWN I : CASTLE Quad Pole GSM s LTE LTE 2100/ (11MTS 1 700 WESTLAKE UNION CENTER LTE 700 PCS505 WESTLAKE AVE NORTH I SUITE 800 LTE SEATTLE,WA 98109 AWS 8 7 6 5 I 4 3 2 1 1 GSM id 3 iiii - ml 2 M 7: i 1 1 �1 1111 _71 7. _, _ _' PCS UMTS PCS0 09/102015 ISSUED FOR 100%CD HT/JCC — 111111JJJ Is 1•1 GSM& A 09/11/2015 ISSUED FOR 90%CO REVIEW JED ii ii 1n 1 — — UMTS REV DATE DESCRIPTION BY see m" ` AWS WS A Style 3C AWS/700 UMTS D PROFFS y � 8455PE �1 J New Equipment Upgraded ( equipment ) N -0 OREGON g ii,/ (1, if BER JSgI.1 m ® Reconfigured GOw Arrestors D DI A e g to r- -_ — �� 0 0 w •1 1 .1 RENEWAL DATE: lz'zo'5 IfLty r r. . Q IT IS AT VIOLATION OE LAW FOR ANY PERSON, UNLESS THEE ARE ACTINE UNDER THE DIRECTION lir TO ALTER THIS DOCUMENT. W OF A LICENSED PROFESSIONAL ENGINEER, O W U W '='3'lw'1 P003932D ,.ter ,°I > Il•�.,' S.W. , S.ctb O f01 c 101'Toro,' (� GREENWAY _ �' ,,tI1'il lltl��l l��1,11,11IJJ.; 1J O ` a �1 3 A e :.o a li: #L1 2394FERRY RC s'—I )7,7‘4,17 21 i y 0 , °' `41 101• SW SCHOLLS L''' 1 "'� ,:°'F-');°c'°' FXFC • TIGARD, OR 97223 x I_ FI WA'girmillmirtV ...........,A.A.41 MONOPOLE TOWER e M. Mate Q r=riECM Fiber, • C p..�4_ SHEET TITLE 11;1111alu=mmMIN rimy N i5 F•�� !TI•Mnnt! '! RF DIAGRAM tWS La,;aiw�n FCOa POMP UMTS PCS O W l a IT o SHEET NUMBER 2 RF DIAGRAM SCALE 4 RF-2