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Plans ' GENERAINOTES 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2014 OREGON STRUCTURAL SPECIALTY CODE SECTION 1103.2.9.THIS • FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. • • • •Mobi le.• 2 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION 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.8 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 WHICH HAS NOT BEEN 8960 ALDERWOOD ROAD BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAG)R) RADIUS PORTLAND,OR 97220 CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. ADD/ ADDITIONAL FIN FINISH(ED) REF REFERENCE 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 REOD REQUIRED SHOWN ON THE PLANS.AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ALUM ALUMINUM F.O.0 FACE OF CONCRETE RGS RIGID GALVANIZED STET.I REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT @ ALT. ALTERNATE F 0 M FACE OF MASONRY RRU RADIO REMOTE UNIT 800-227-2600 ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE APPRX. APPROXIMATELY) 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 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) Technology itAssociates 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.5 STAINLESS STEEL BLKG. BLOCKING GA. GAUGE STD. STANDARD PNW MARKET OFFICE 6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A 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 THICKINESS) 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 HOR. HEADER T 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 0 TOP OF ANTENNA COMPLETE. C.I.P CAST IN PLACE HT. HEIGHT T 0 C TOP OF CURB 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS T.O.F. TOP OF FOUNDATION OWNER CO T GOVERNING AGENCY. CLR. CLEAR IN.(") INCH(ES) T 0 P. TOP OF PLATE(PARAPET I COL. COLUMN INT INTERIOR T.O.S. TOP OF STEEL 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST OREGON BUILDING CODES AND ALL OTHER GOVERNING CONN. CONCRETE LB.(fl) LAG BOLT T.O.W. TYPCA WALL Crs%.00.14 CROW N CODES.THE MOST RESTRICTIVE CODE SHALL GOVERN. CONN. CONSTRUC N(OR) L.F LAG BOLTS NP TYPICAL CONST. CONSTRUCTION L.F LINEARFEET(FOOT) U.G. UNDERGROUND CASTLE 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CONT. CONTINUOUS L. LONG(ITUDINAL) U.L. UNDERWRITERS LABORATORY 4 PENNY(NAILS) HAS. 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 MEGN. MECHANICAL WI WITH WOOD 1505 WESTLAKE AVE NORTH . DIAMETER MFR MANUFACTURER WO I SUITE BOO DIA D. 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 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS.LICENSES AND INSPECTIONS WITH RESPECT TO THE EA L. DOWEL(S) N f PLATE O(8) 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 SCSI F 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 06/162015 ISSUED FOR 100%CD CMB 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED EXST.(E) EXISTING P.S.F POUNDS PER SQUARE FOOT A 0603/2015 ISSUED FOR 90%CO REVIEW JED ASSEMBLIES. EXT. EXTERIOR P I. POUNDS PER SQUARE INCH 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. ' I 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT.OF TRAVEL TO ALL QGo PR OF(� (2140 OF FIRCCODE SECTION AREA. ABBREVIATIONS 1 �(�`' `s^ (2014 OREGON FIRE CODE SECTION 906.1.1 8908.1.7 AND SECTION 906.3.1) \ J, 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR (� TA APPROVING THE RESULTS. cp ` G �F� /O, 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 �� y SHOWN OTHERWISE. • 4 PE 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 CITY CITY OF TIGARD ilif&(A-- 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS 0 GROUND ROD ELEVATION REFERENCE 4 _ • MANDATED BY THE GOVERNING AGENCY, REVIEWED,EWED r OR CODE COMPLIANCE �,� o CO 23 ALL THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF T HE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. RDING -I-r GROUND BUS BAR ® I OREGON o SECTION REFERENCE �` �. 24.SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ,/ - -...1 GROUT OR PLASTER Approved: �� FMB ER 1g �J 25.ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. MECHANICAL GRND CONN OTC:C: ' _ �0 D I AGO N FW.1 26.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT I 1 (E)BRICK A) PRACTICES NECESSARY TO COMPLY WITH THE CITES MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. • CADWELD PCB S•# I 8, 27.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS.THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE (E)MASONRY r f�I�l` U P2�� z WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. dre �T �,.,- J RENEWAL DATE: iz/zo/5 tl1 •y GROUND ACCESS WELL Acic�tCSY: ��(�/-\ L,�lli '/' O 28.THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY - /x"c_J f-, Rat•W 0 REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. J CONCRETE r �,j ■ �_ _ _ _ _ a IS A VIOLATION OF LAW FOR ANY PERSON. CC 5 29.THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. EE ELECTRIC BOX Suite#j UNLESS I S T EY ARE ACING UNDER THE DIRECTION 2 EARTH OF A LICENSED PROFESSIONAL ENGINEER. ul {�! �• lila_ TO ALTER THIS DOCUMENT 30.THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. Date: O w TELEPHONE BOX -'--r-±-m y L/ Q GRAVEL OWg STORM WATER QUALITY NOTES CONSTRUCTION BMPS: LIGHT POLE POO4O^(V 7C 4 1 PLYWOOD B THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. 0 0 FND.MONUMENT 0 NOTES 146 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. SAND OFFICE COPY j ,.SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT.MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORM 4 SPOT ELEVATION WOOD CONT. KING CITY WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0 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 z CONSTRUCTION BMPS. `-A ® SET POINT WOOD BLOCKING O 2.ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN B 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°6 Dri r?',. STEEL 13680 SW PACIFIC HIGHWAY W OR GREATER. REVISION TIE ERHEAD SERVICE TIGARD, OR 97223 IS CO 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 uN PLACE ON THE SITE. A COAXIAL CABLE 4.ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. - - CENTERLINE F FIBER MONOPOLE TOWER H 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 , 4',, • 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 2 /-� SHEET TITLE < 1� MATCH LINE 0 0 0 WOOD FENCE = GENERAL FIRE NOTES. WORK POINT w w- OVERHEAD POWER LINE NOTES LXT BURIED POWER LINE & 0 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION.OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2014 OREGON FIRE CODE AND ALL GOVERNING Ot N CODES. OIT OVERHEAD TELEPHONE LINE m GROUND CONDUCTOR LEGEND 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 WT BURIED TELEPHONE LINE ROAD FRONTING THE PROPERTV.(2014 OREGON FIRE CODE SECTION 505.1) z T TELEPHONE CONDUIT _v_V l0 BURIED WATER LINE SHEET NUMBER 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN AFLAME-RETARDANT CONDI7ION.(2014 OREGON FIRE CODE SECTION 806.1) O 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 - 1 ELECTRICAL CONDUIT SS BURIED SANITARY SEWER f TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR(2014 OREGON FIRE CODE SECTION 906.1.1 AND SECTION 906.3 1) (POWER) - -SD BURIED STORM DRAIN T-2 GENERAL NOTES 4 LEGEND 3 NOT USED 2 I. . OREGON STATE CODE COMPLIANCE: ® EI V ED • ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH ■ ■ • ■ ■ RECEIVED T • -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 JUN 2 5 2015 • WORK NOT CONFORMING TO THESE CODES: 8960 ALDERWOOD ROAD -2014 OREGON FIRE CODE -2014 OREGON ELECTRICAL SPECIALTY CODE -2014 OREGON ENERGY EFFICIENCY CODE CITY OF TIGARD PORTLAND, R97220 -2014 OREGON MECHANICAL SPECIALTY CODE ,(I ' -2014 OREGON PLUMBING SPECIALTY CODE G D I•IS 1 O -2011 OREGON REACH CODE gU I LDI N -2014 OREGON RESIDENTIAL SPECIALTY CODE -2010 OREGON MANUFACTURED DWELLING INSTALLATION SITE NAME: 82528 SITE NUMBER. Technology tAssociates -2014 OREGON STRUCTURAL SPECIALTY CODE • CITY O F T I A R✓ V -2010 OREGON MANUFACTURED DWELLING INSTALLATION SPECIALTY CODE �+ -LOCAL CODES AND AMENDMENTS KINGCITY P004037C r n t f 7117 SWBEVELANDS STREET, FCC NOTE: Appl OVCC� Y` (; i;: SUITE 101 THIS WIRELESS COMMUNICATION CE WITH THE TELECOMMUNICATION STANDARDS ACT 19 FOR P004037C KING CITY L700 FCD TAEC 06. 16.2015 Date: CP / 2 c / I S 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 13680 SW PACIFIC HIGHWAY TIGARD, OR 97223 Initials. a CODE COMPLIANCE ' CROWN CROWN CASTLE_BU#825028 - CASTLE CROWN CASTLE STEALTH SITES WESTLAKE UNION CENTER APPLICANT: TOWER OWNER: 1505 WESTLAKE AVE NORTH I SUITE 800 T-MOBILE CROWN TO BE MANAGED BY CROWN DIRECT SEATTLE,WA 8960 ALDERWOOD ROAD WESTLAKE UNION CENTER 1 PORTLAND,OR 97220 1505 WEST LAKE AVE N..STE 8W SEATTLE.WA 98109 _ PROPERTY OWNER: ^t I_ 111 7°T ' SHEET DESCRIPTION TOWER BU.825028 -3 TBD APP#291695 N t M T-,0 _, •u "L. <- -•SITE ADDRESS: EXISTING USE: 1_ T-1 TITLE SHEET 13680 SW PACIFIC HIGHWAY UNMANNED TELECOMMUNICATIONS • SW Fairhaven-d VCn jI . �'aTDL[ks S ` e T-2 NOTES&LEGEND 0 08/18,2015 ISSUED FOR 100%CD CMS TIGARD,OR 97223 FACILITY f_.. A-1 SITE PLAN A 08,032015 ISSUED FOR 90%CD REVIEW JEU SITE PARCEL NUMBER: NEW USE: •s 2S102CC01100 UNMANNED TELECOMMUNICATIONS • TMrRental'«•:., '�� A-2 ENLARGED SITE PLAN REV DATE DESCRIPTION BY FACaITY SW Fairhaven Ylay .,F. _ `�C A-3 ANTENNA PLANS • COUNTY: HANDICAP REQUIREMENTS: .q 1 ,eL� WASHINGTON COUNTY FACILITY IS UNMANNED AND NOT '. `Q ') A-3.1 EQUIPMENT PLANS ��ED PROF (3 FOR HUMAN HABITATION,HANDICAP Y Ci V JURISDICTION: A-4 ELEVATIONS Cj GI F (� ACCESS REQUIREMENT(S)DO NOT APPLY w (c� t- CITYOFTIGARD �.1- ION �� ‘A GI •I• O� SW H I;'!Ir• ZONING: 1a�denPan r1cTI4 ! ,. 1 a A-5 ELEVATIONS / 84 PE r. COMMERCIAL 1' ' A-6 DETAILS LATITUDE AND LONGITUDE: ' • L JA � N 45°25'14.04'.W-122°47'0346° . .• �` -��, - R G-1 GROUNDING PLAN V`et 0._ 1• ; � LEGAL DESCRIPTION: - SW McDonald St G-2 GROUNDING DETAILS N Cp PER ASSESSOR FILE I ., ^. ' c - - c O . • /W ATM�� j, . _ RF-1 RF DETAILS A OREGON O -Imec s ft 3 iSITE INFORMATION , I -swU�rs RF-2 RF DIAGRAM iD DI IN O ° DIAL w �•'- • ,n panda Ct 1' REMOVE 1 EXISTING FXFB FROM EXISTING FCOA CABINET �� 0 • REMOVE 1 EXISTING FSME FROM EXISTING FCOA CABINET S� RENEWAL DATE: 12J zQ15 0 • REMOVE 3 EXISTING FRIA FROM EXISTING FCOA CABINET INSTALL 1 NEW FBBC IN EXISTING FCOA CABINET IT 6 A V1O ATION OF LAW FOR ANY PERSON. NOT TO SCALE • ( • uNl ss r� UNDER�PROFESSIONAL ENGINEER. DIRECTION �• w • INSTALL 1 NEW COVP IN EQUIPMENT AREA TO ALTER THIS DOCUMENT WB • INSTALL3NEWFRLBINEQUIPMENTAREA VICINITY MAP LOCAL MAP • REMOVE 3 EXISTING ANTENNAS(1 PER SECTOR) S• • INSTALL 3 NEW ANTENNAS(1 PER SECTOR) D' • REMOVE 6 EXISTING TMAS(2 PER SECTOR) P004037C W • REMOVE 6 EXISTING DIPLEXERS(2 PER SECTOR) a STARTING FROM 8960 ALDERWOOD ROAD,PORTLAND,OR 97220. APPROVAL SIGNATURE DATE - PROJECT DESCRIPTION 1.DEPART NE ALDERWGOD RD TOWARD NE CLARK ST 456 FT - SHEET INDEX PROJECT MANAGER 2 ROAD NAME CHANGES TO NE CLARK ST 0.1 MI KING CITY O 3 TURN RIGHT ONTO NE HOLMAN ST 121 FT Z 4 ROAD NAME CHANGES TO NE 105TH AVE 0.5 MI 7-MOBILE RF ENGINEER SITE ACQUISITION; CONSTRUCTION MANAGER: 5 TURN RIGHT ONTO NE KILLINGSWORTH ST 02 MI aO TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC 6 TURN LEFT ONTO NE 102ND AVE 1.0 MI DO NOT SCALE DRAWINGS y� 7117 SW BEVELAND STREET SUITE 101 7117 SW BEVELAND STREET SUITE 101 7 TAKE RAMP RIGHT FOR I-84 WEST/US-30 WEST TOWARD SITE ACQUISITION 13680 SW PACIFIC HIGHWAY w TIGARD,OR 97223 TIGARD,OR 97223 PORTLAND 63 MI 8 TAKE RAMP LEFT FORT-5 SOUTH TOWARD SALEM/BEAVERTON TIGARD, OR 97223 CONTACT: HANNAH SKREEN CONTACT: GRANT CHAFFIN 78MI CONSTRUCTION MANAGER rn OFFICE. (503)422-9965 OFFICE. (209)304-6424 CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING LOCATIONS, EMAIL. hannahskreen @Iaec.net EMAIL. grant.chafM @taec.nel 9.AT EXIT 294,TAKE RAMP RIGHT FOR OR-99W TOWARD CONDITIONS ON THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING NEWBERG/TIGARD 0.4MI SITE OWNER MONOPOLE TOWER O 10.KEEP STRAIGHT ONTO OR-99W/SW PACIFIC HWY2.6 MI OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE 'R ARCHITECTURE: STRUCTURAL ENGINEER: 11 TURN LEFT ONTO SW WATKINS AVE 220 FT 7-MOBILE DEVELOPMENT FOR SAME • • TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC 12.ARRIVE AT 45420567,-122784294 ON THE RIGHT MANAGER m 5333 MISSION CENTER RD.,STE.220 4122 FACTORIA BLVD SE,STE 303 SHEET TITLE Z SAN DIEGO,CA 92106 BELLEVUE.WA 98006 CONTACT: STEVEN LANE CONTACT: VLAD DIACONU,PE T-MOBILE CONSTRUCTION — .;,.,z OFFICE' (858)300-2346 0 1524 OFFICE: (216)375-2310 MANAGER EMAIL. sleven.lane�laecnel EMAIL vlad.diarL�laec.nel T I T L E m T-MOBILE OPS MANAGER D ZONING&PERMITTING: `� Know whaYs below. SHEET H CROWN CASTLE T-MOBILE REGULATORY REVIEW (no /} 1505 WESTLAKE N,8TH FLOOR - C `LL before�/OV dl7' SEATTLE,WA 98109 = T-MOBILE PROJECT MANAGER 11050.1 CALL AT LEAST TWO WORKING CONTACT SANDRA WALDEN 2 OFFICE. (503)709-0820 O EMAIL sandra weldor crowr,rasee coo SHEET NUMBER C° T-MOBILE PERMITTING CONTACT INFORMATION DRIVING DIRECTIONS APPROVALS zo DIG ALERT DAYS BEFORE YOU DIG T- 1 ... T ••Mobile'• / 8960 ALDERWOOD ROAD / DISCLAIMER PORTLAND.OR 97220 / - - / // THESE DRAWINGS WERE PROOUCED WITHOUT THE BENEFIT OF • 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 Technology Assoc i ates J// / / PNW MARKET OFFICE 7117 SW BEVELAND STREET. SUITE 101 / / TIGARD.OR 98006 / / / EXISTING BUILDING(TYP.) / / CROWN / \ \ Cf2 CASTLE ZONING R-3.5 / . WESTLAKE UNION CENTER / / 1505 WESTLAKE AVE NORTH I SUITE 800 /� / / 7' SEATTLE.WA 98109 //j / / �� N. k �/ EXISTING BUILDING(TYP \ \ \\ / �� ,� / 0 0911Y2015 ISSUED FOR 100%.CD GIB / h !� ,�O / \ 4 A 06/012015 ISSUED FOR 90%CD REVIEW JED IP \ Q� P`G�� /1, \\ ,%t REV DATE DESCRIPTION � BY / // I EXISTING \�� C`ED PR.PP.. �GI PARKING LOT— (TYP) i ■\ '4L \ /� !% EXISTING BUILDING(TYP.I ((/ A" / EXISTING N.N. /� cf4 PE PROPERTY LINE / / / 20NING \ N. \ \', GG v' J&�_ - \ \ ZONING \ \ . N co / \ \ \ \\ �oTCOREGOg tio° / / \ \ EXISTING BUILDING(TVR) / , \ \ �,. ��D BE\O_`J N 7 \\ \\ r' DIA �1 / " w / ,‹ \ RENEWAL DATE: Iz it r m \ 01 /;- \ \ % EXISTING BUILDING(TNT) I C / % _ r A V / NI.ESS THEY ARE ACTING UNDER THE DR, �i 65 A VIOLATION OF LAW FOR ANY PERy. S / \ �� \ \ OF ALICENSED PRO E6610NA ENGINY[ W ri \ N. ' TO ALTER THIS DOCUMENT \ N. P004037C / 8 \ EXISTING T-MOBILE EQUIPMENT 6 ANTENNA R N. AREA,FOR ENLARGED SITE PLAN SEE: „ 0 N. ilk (;) � �\\ - - — KING CITY 11 — _ ___. _ _ — — _ _ 1 _ _ — —7 13680 SW PACIFIC HIGHWAY ti 1 I I 1 I TIGARD, OR 97223 x MONOPOLE TOWER D. I SHEET TITLE I I ZONING 1 I HI I R-3.5 1 0 - SITE PLAN a I I I 1 /-,I L , 1 I I I �`� O SITE PLAN 501 0 25' 50 SCALE: 1 =50' (24x78) 1 i A- 1 (OR) 1/2'=50,0"(11x17) • \/ � • ■ ■ ■ o le ■ / � \/ - // �N 8960 ALDERWOOD ROAD / / A PORTLAND.OR 97220 / \ / EXISTING CURB N. / / \// Technology4Associates PNW MARKET OFFICE 7117 SW BEVELAND STREET. / SUIT,O 0 9 EXISTING WOODEN FENCE / TIGARD OR 98006 EXISTING BUILDING .--—. C///// ` EXISTING T-MOBILE ICE BRIDGE CANOPY C ROW N // CASTLE EXISTING/NEW T-MOBILE EQUIPMENT AREA. WESTLAKE UNION CENTER FOR EQUIPMENT PLAN SEES 1505 WESTLAKE AVE NORTH SUITE 800 y / SEATTLE.WA 98109 SIN, lair ,_ as_ / / 1■ / ' 0 06/162015 ISSUED FOR 100%CD , r_ / EXISTING RET I�lG WALL A II i \ ' / O6/00/?Ot5 ISSUED FOR 9096 CD REVIEW % �� REV DATE DESCRIPTION Et, / d I p PRO E F „ , / -. . --,N / �> �w 9(5, ,-,\ 84 P E II), Alio(A,CA.— / / / • \ y, .`EXISTNG _ . (52, co / \ ` T.MOBILE g �,/� A OREGON o° \ ' l2 MBER'\t-- J KJ/ .-- 4. . ,- 2 S ' 110 DI AG° el ( . ‘41* / \♦� RENEWAL DATE: a./2.015 FP' ' i EXISTING ACCESS GATE WIT IS VIOLATION OF LAW FOR ANY PERSON. // \ \ / UNLESS THEY ARE A C T UNDER THE DIRECTION CP S , OF A LICENSED PROFESSIONAL ENGINEER ® . . / TO ALTER THIS DOCUMENT CC I G /"" a N t • '-: .'' ' P0040370 rc NN,s ` ®� ® ®� KING CITY 2 . N Q • 13680 SW PACIFIC HIGHWAY w Lai EXISTING/NEW T.MOBILE ANTENNA AREA. TIGARD, OR 97223 FOR ANTENNA PLAN SEE .-. a MONOPOLE TOWER T 4t1114* Vir z SHEET TITLE a n r _ EXISTING CARRIERS EQUIPMENT ENLARGED u. . -111111111111111\N EXISTING CARRIERS ICE BRIDGE SITE PLAN oN •+1•-��Y. VP SHEET NUMEEF A-2 O SCALE: 11/2"=V-0"(24x38) = ENLARGED SITE PLAN ° B®' (OR) 1,4"=1.-0_(11x17) 11 . ,T .Mobilew. 8960 ALOERWOOD ROAD NOTE: PORTLAND,OR 97220 1 EXISTING ANTENNAS BY OTHER CARRIERS ARE NOT SHOWN FOR CLARITY Technology' Associates PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 TIGARD,OR 98006 CROWN NEW T-MOBILE DBXNH-65658-A2M ANTENNA CASTLE CL: (1 PER SECTOR,3 SECTORS,3 TOTAL) All WESTLAKE UNION CENTER TV 1505 WESTLAKE AVE NORTH I SUITE BOO EXISTING T-MOBILE TMBXX-6516-R2M ANTENNA SEATTLE,WA 98109 (1 PER SECTOR,3 SECTORS.3 TOTAL) TO BE REMOVED 0 06/162015 ISSUED FOR 100%CD GRE A 06/032015 ISSUED FOR 90%CD REVIEW JED I EXISTING T-MOBILE TMAS REV DATE DESCRIPTION BY (6 TOTAL) J `� • p ��� f"---ED PROFF�ll Q -_7 y NG I EFR `S',O �. EXISTING T-MOBILE TMAS _- _ . 4 (12 TOTAL) 1 p A •,;1 �— 6 TO BE REMOVED I _ J 84 PE N co 11 �� �� 1 �'0 OREGON moo AMBER�C' J �,1 ��D DI AGO VI 255' 1 / A /� p uIEYr's��6 \\1'��. � �1. ,// , RENEWAL DATE: ���� W %" \\ ��/� // / /` / / IT IS AHEEY ARE ACTING LGWFORANY DIREON z / UNLESS THEY AREROF UNDER THE DIREC T ION W ■ // OF ALIGE115ED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT C 0 0 U , z P004037C ,F " D cT� �, KING CITY co 4Q EXISTING 100,0'HIGH MONOPOLE TOWER 13680 SW PACIFIC HIGHWAY W TIGARD, OR 97223 4 EXISTING IOU-THIGH MONOPOLE TOWER x MONOPOLE TOWER SHEET TITLE z a ANTENNA PLANS V, R. 2 z SHEET NUMBER A-3 O 0 1"2^ 4"SCALE: 3" 1'-0"(24x38) ^2^ 4^SCALE: 3" 1'-0"(]4x36) 1 = ANTENNA PLAN (EXISTING) ® —(OR) 7.7,2"_7.-0"(17x77) 1 ANTENNA PLAN (FINAL) ® CAL ,_„2". -0 ,1,x17,. 2 • • • •Mobile • 8960 ALDERWOOD ROAD , PORTLAND,OR 97220 EXISTING T-MOBILE DIPLEXERS '6" `` (12 TOTAL)(6 TO BE REMOVED) • EXISTING TMOBILE ICE BRIDGE/CANOPY;;i Technology' Associates \ ``` `. PNW MARKET OFFICE a`` .• 7117 SW BEVELAND STREET, SUITE 101 TIGARD,OR 98006 :-N EXISTING ICEBRIDGE ■ CROWN CASTLE 111:Id%p1i ' SEATTLE,WA 98109 NTE \ ♦ REMOVE 1 EXISTING FXFB FROM EXISTING FCOA CABINET ♦� REMOVE 1 EXISTING FSME FROM EXISTING FCOA CABINET • ♦. REMOVE 3 EXISTING FRIA FROM EXISTING FCOA CABINET • • 0 06/162015 ISSUED FOR 100%CD CMB A 06/03/2015 ISSUED FOR DO%CD REVIEW JED REV DATE DESCRIPTION BY _© p PR l�i1► ARE OpF EQUIPMENT PLAN (EXISTING) 03"6" 1. SCALE: 3/4=1'0'(24x38) 1 84 PE ®• (OR) 3/8"=1,0"(11X17) 2 fi IA}�w NIP NSA OREGON o0 v cc (2T'/14BER 1° ,‘\) '10 DI AGO w N \` LT) EXISTING T-MOBILE DIPLEXERS ® - RENEWAL DATE: 12.12.0�S O (8 TOTAL) w rc '. , t Oe IT IS A VIOLATION OF LAW FOR ANY PERSON. rA EXISTING T-MOBILE ICE BRIDGE/CANOPY UNLESS I REY ARE ACTING UNDER THE DIRECTION .?.I` OF A LICENSED PROFESSIONAL ENGINEER. ku D .','\ J TO ALTER THIS DOCUMENT. CC A •♦♦ �` EXISTING �•� •s::�° �'r 'F ) P0040370 D /, a EXISTING ICEBRIDGE ♦• EXISTING •♦e 'N .� "` /� KING CITY s �.• / N •g ��•��• \ EXISTING \` (I NEW ON EXISTINGRfRAME 13680 SW PACIFIC HIGHWAY ti / PDU TIGARD,OR 97223 MONOPOLE TOWER X � 3 NEW COVP ON EXISTING II-FRAME H '•.� (1 TOTAL) SHEET TITLE• a��woe / W AL EQUIPMENT NEW FBBC IN EXISTING EQUIPMENT CABINET PLANS N (1 TOTAL) 01* q a e w \\ ri1►� = EQUIPMENT PLAN (FINAL) 0 3"6'• 1' SCALE: 3/4.1,0"(24838) A/ A.3 . 1 (OR) 3/8".1,0"(11x17) ` $TOP OF EXISTING SHROUD NOTE EXISTING T-MOBILE SECTORS, TOTAL)ANTENNA 0 TOP OF EXISTING SHROUD • ELEV.100'-2"AGL (1 PER SECTOR.3 SECTORS,3 TOTAL) Mobi let / - - ELEV.100'-2'AGL CAPACITY OF THE TOWER TO SUPPORT PROPOSED LOADS IS T/' TO BE REMOVED • • • ■ ■- I I TOP OF NEW T-MOBILE ANTENNAS /' BE DETERMINED BY OTHERS TOP OF EXISTING S-MOBILE ANTENNAS _ _ I I ! ELEV.99'-0"AGL RAD CNTER OF EXISTING T-MOBILE ANTENNAS / I I I HAD CENTER OF NEW T-IiOBBE ANTENNAS _ _ _ _ _ _ _ ELEV.9T-0'AGL EXISTING T-MOBILE TMAS ELEV.96-0"AGL (12 TOTAL) NEW 1-MOBILE DBXNH-6565B-A2M ANTENNA 8960 ALDERWOOD ROAD 6 TO BE REMOVED (1 PER SECTOR,3 SECTORS,3 TOTAL) PORTLAND,OR 97220 0 AI EXISTING CARRIERS ANTENNAS r� 1 (BY OTHERS) EXISTING T-MOBILE TMAS EXISTING CARRIERS ANTENNAS (6 TOTAL) —. (BY OTHERS) Technology I 1 i II 111// I 1 I PNW MARKET OFFICE 1 1 1 I I 7117 SW BEVELAND STREET, SUITE 101 ! TIGARD,OR 98006 EXISTING CARRIERS ANTENNAS (BY OTHERS) EXISTING CARRIERS ANTENNAS 1 (BY OTHERS) alkCROWN , CASTLE ! WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 EXISTING CARRIERS ANTENNAS SEATTLE,WA 98109 (BY OTHERS) EXISTING CARRIERS ANTENNAS i (BY OTHERS) ' T T 0 06162015 ISSUED FOR 100%CO CAB A 060312015 ISSUED FOR 90%CD REVIEW JED 14 DATE DESCRIPTION BY EXISTING CARRIERS ANTENNAS EXISTING CARRIERS ANTENNAS (BY OTHERS) / // ByoTHERS) ��iEp PRQ, , cv<-; NG� i, LSio 84 PE r • N<<\-0 OREGON moo tz ii'1BER'\' J w EXISTING 68'-0"HIGH MONOPOLE EXISTING 68'-0'HIGH MONOPOLE C RENEWAL DATE: 8140/5 y IT IS A V D AT ION OF LAW FOR PAY PERSON. CC UNLESS DIP(ARE ACTING UNDER THE DIRECTION OF A Z L PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT 0: 0 O U = W P004037C ST O 0 KING CITY _ 8 Ft EXISTING T-MOBILE EQUIPMENT AREA 13680 SW PACIFIC HIGHWAY TIGARD, OR 97223 cl EXISTING T-MOBILE MONOPOLE TOWER EQUIPMENT AREA K 9 2 Q SHEET TLE N ELEVATIONS I 1 • • 0 O 0 1,5.3. 5, SCALE: 3/16"=1'-0"(24x36) 0 '1.5131 5• SCALE: 3118'=1'-0"(24x36) - A-4 = SOUTHWEST ELEVATION (EXISTING) ® (OR) 3/32"=1'-O"(11x17) 1 SOUTHWEST ELEVATION (FINAL) ® (OR) 3,32.=1'-0 ,,1x17,- 2 • • NOTE TOP OF EXISTING MONOPOLE TOWER ELEV 100'-2'AGL TOP OF O-2 ANG SHROUD J _ _ 1-1-7 ELEV.100'-2'AGL _ _ I CAPACITY OF THE TOWER TO SUPPORT PROPOSED LOADS IS TO • TOP OF EXISTING T-MOBILE ANTENNAS TOP OF NEW T-MOBILE ANTENNAS BE DETERMINED BY OTHERS • • • • obi leT• adik ELEV.99-1'AGL - - I 1 ELEV.Y9'-0"AGL ltt I I RAD CENTER OF NEW T-MOBILE ANTENNAS _ _ _ _ HrJ RAD CENTER OF EXISTING TMOBILE ANTENNAS _ ELEV,66-0 AGL ELEV.9T-0"AGL NEW TOBILE DBXNH565M ANTENNA 9960 ALDERWOOD ROAD EXISTING T-MOBILE TMBXX-6516-R2M (1 PER SECTOR,3 SECTORS,3 TOTAL) PORTLAND,OR 97220 ANTENSA(1 PER SECTOR,3 SECTORS,3 TOTAL) • TO BE REMOVED EXISTING T-MOBILE TMAS(12 TOTAL) 6 TO BE REMOVED EXISTING T-MOBILE TMAS EXISTING CARRIERS ANTENNAS t-1 (6 TOTAL) / (BY OTHERS) EXISTING CARRIERS ANTENNAS ! Technology Associates (BY OTHERS) PNW MARKET OFFICE 7117 SW BEVELAND STREET, I SUITE 101 TIGARD.OR 98006 EXISTING CARRIERS ANTENNAS (BY OTHERS) ( EXISTING CARRIERS ANTENNAS I n (/ (BY OTHERS) III I I 11 11 0f ' ICROWN CASTLE j WESTLAKE UNION CENTER I 1505 WESTLAKE AVE NORTH I SUITE 800 EXISTING CARRIERS ANTENNAS \ EXISTING CARRIERS ANTENNAS SEATTLE,WA 98109 (BY OTHERS) \may I I r- - / (BY OTHERS) I I • I I • I I I I t 0 061162015 ISSUED FOR 100%CD CMS A 06062015 ISSUED FOR 90%CD REVIEW JED REV DATE DESCRIPTION BY EXISTING CARRIERS ANTENNAS (BY OTHERS) EXISTING CARRIERS ANTENNAS :Ire'•. (BY OTHERS)•. ` ,`PREP PROFS ��-� �NGI NE ., `S/o • �� 8 N�ATOREGON boo , vMBER'\"5 J w ��u D I AGO4 N a EXISTING 68'-0'HIGH MONOPOLE EXISTING 68'-0'HIGH MONOPOLE RENEWAL DATE: 4 4;45 w . C I I IS A VIOLATION OF LAW FOR ANT PERSON. UNLESS THEY ARE ACT NG UNDER THE DIRECTION 2 OF A LICENSED PROFESSIONAL ENGINE tI. TO ALTER THIS DOCUMENT C EXISTING BUILDING EXISTING BUILDING 0 w O EXISTING T-MOBILE EQUIPMENT AREA EXISTING T-MOBILE EQUIPMENT AREA It P004037C O s KING CITY z N_ 0 P 13680 SW PACIFIC HIGHWAY w TIGARD, OR 97223 IS x MONOPOLE TOWER• 2 SHEET TITLE 0. I^ 0. S 0 • • ELEVATIONS N N 5 � ,..,/?4_4_g• SHEET NIIMEiI, 0 tu NORTHWEST ELEVATION (EXISTING) O® SCALE: 3376"=1'-0"(2x176) NORTHWEST ELEVATION (FINAL) 01.5.3. 5. SCALE: 3316-=1'-0'(24436) A-5 (OR) 3332"=1'-0'(11x17) ® (OR) 3)32'=1'-0"(11x17) 1 • FRIG WITH SOLAR SHIELD AND MOUNTING BRACKETS: COMMSCOPE DBXNH-6565B-A2M BASEBAND SUB-MODULE:FBBC RADOME MATERIAL FIBERGLASS.UV RESISTANT DL SPEED: 450 MbNs • M M• O 7 G^`M DIMENSIONS: UL SPEED: 150 Mitts 1 HEIGHT: 23.81' RADOME COLOR LIGHT GRAY RP31OBSA1: 4X6GmUs PORTS WIDTH: 1724' (ONLY ONE AVAILABLE IN RL60) DEPTH: 7.60' DIMENSIONS.Hx W xD: 72.7 x 11.9'x 7.1' WEIGHT: 57.10LBS (18474 301 x 181 mm) 8960 ALDERWOOD ROAD WEIGHT 46.3 ro PORTLAND.OR 97220 7 60' (21-0 k9) \ E1 Y CONNECTOR 4 x 7/16 DIN FEMALE • Lie ` _ Technology Associates— , :;fi _ __ •_,�I—CI aI.I_I 1 �11 �1 -- �:`•�•'- y �-_-_-m = PNW MARKET OFFICE o ___= R 7117 SW BEVELAND STREET. 17.24' — ' - SUITE 101 == DC IN RF1 RF2 BB a RF3 SRIO/RF4 TIGARD.OR 98006 PLAN VIEW PERSPECTIVE VIEW: ` � FRONT VIEW SIDE VIEW 7 i' �r �. /—��. CROWN j, 11 CASTLE I, 11 9' I /// f WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 NOT USED SCALE 10 FRIG SCALE 7 ANTENNA SPECIFICATIONS SCALE 4 FBBC SCALE 1 SEATTLE,W"�'� N.T.S. N.T.S. N.T.S. N.T.S. ANDREW TMBXX-6516-R2M(QUAD PANEL ANTENNA) LTE 700/BAND 12-FRLB - HARDWARE MATERIAL: HOT DIP GALVANIZED RF MODULE TYPE RRH,1 UNIT PER SECTOR --- MIMO. 2X2 RADOME COLOR: OFF WHITE DIMENSIONS.HxWxD. 15.75'z 15.75 x 5.9' WEIGHT: 59.521b 0 00/162015 ISSUED FOR 100%CD CAM DIMENSIONS.HxWXD'. 50.9'x17 x6.5 16W. 16MHZUDDL A 0610312015 ISSUED FOR 90%CD REVIEW JED (1290 x 305 x 166 mm) • REV DATE DESCRIPTION BY NET WEIGHT: 34.616 (15.7 kg) CONNECTOR: 4 x 7/16 DIN FEMALE \��ED PR OFFS tt �<"; NAG! EF,Q 6i0 ly ct, 2 84 PE 9 , N co „' ULJLULI ' �A OREGON o° es,�, �, M . .. �F BER 0�J 17 A PERSPECTIVE VIEWS ��D DI A`-'O� W V) RENEWAL DATE: X21 z°i w O IT IS A VIOLATION OF LAW FOR ANY PERSON. z NOT USED SCALE N.T.S. 11 NOT USED SCALE N.T.S. 8 ANTENNA SPECIFICATIONS SCALE N.T.S. 5 FRLB SCALE 2 UNLESS TNEY ARE ACTING UNDER THE DIRECTION N.T.S. OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT O O IV TMA STYLE 4-ETM19V2S12UB RAYCAP COVP(RNSNDC-7771-PF-48) 0 ¢ CONNECTOR INTERFACE: 7-16 DIN FEMALE 'COVP TO BE MOUNTED VERTICALLY ONLY P004037C c CONNECTOR INTERFACE STYLE: LONG NECK 2 FINSH. PAINTED DIMENSIONS COLOR GRAY A HEIGHT 20.27 HEIGHT. 2559mm/10.0N �wf EIDTH. 18136' KING CITY O WIDTH. 218.Omm/8.8 in m DEPTH WEIGHT 5.1 kg/1/1Y21b O 13680 SW PACIFIC HIGHWAY,• TIGARD, OR 97223 y _ I MONOPOLE TOWER r T a I I R SHEET TITLE a I_ 18.86' L T /// PLAN VIEW FFF F • DETAILS z "MIA FRONT VIEW SIDE VIEW , u rc SHEET NUMBER 0 F PERSPECTIVE VIEWS' A.6 NOT USED SCALE 12 NOT USED SCALE 9 TMA SPECIFICATIONS SCALE 6 COVP SCALE 3 N.T.S. N.T.S. N.T.S. N.T.S. • ELECTRICAL GROUNDING SPECIFICATIONS • 1 GROUNDING SHALL COMPLY WITH ARTICLE 250 OF • • obi 1 Ti 1 • THE NATIONAL ELECTRICAL CODE CURRENTLY IN EFFECT FOR THE AUTHORITY HAVING NEW k6 AWG FROM ABC JURISDICTION TO(El GROUND BARNYP.) 2 ALL GROUNDING DEVICES SHALL BE U.L.LISTED _ (E)GROUND BAR(FIELD 8960 ALDERWOOD ROAD FOR THEIR INTENDED USE. o/� VERIFY LOCATION) PORTLAND,OR 97220 ITYPI 3 GROUND WIRES SHALL BE TINNED k2 AWG BARE C�1�` - SOLID COPPER UNLESS OTHERWISE NOTED. A N Vir 4 CONNECTIONS OF ALL GROUND WIRES TO THE /r-\ 4 GROUND RING SHALL BE EXOTHERMIC /. \ (CAD-WELDED),UNLESS OTHERWISE NOTED.AND NEW MECHANICAL LUG Technolo y Associates SHALL EL INSTALLED IN ACCORDANCE WITH /�, © (TNT.) 9l/MANUFACTURERS RECOMMENDATIONS B ANSTAN AND `.'. � ,� PNW MARKET OFFICE T-MOBILE WIRELESS BROADBAND STANDARDS , / ■ q 5 GROUNDING CONDUCTORS SHALL BE ROUTED 3 n\, . ,� 7117 SW BEVELAND STREET. ALONG THE SHORTEST AND STRAIGHTEST PATH ,/ SUITE 101 POSSIBLE.WHEN REQUIRED,GROUND LEADS �• / '/ P e.. . NEW#6 AWG FROM FRLB TIGARD,OR 98006.-SHALL BE BENT TO A MINIMUM OF 8'RADIUS \ _ _ n TO(E)GROUND BAR(TYP.)N.6. WHERE GROUND WIRES ARE ROUTED FROM ANY / . , / . AI•CONNECTION ABOVE GRADE TO THE GROUND RING. •• �� IZZIP INSTALL WIRE IN 3/4"HEAVY WALL LIQUID TIGHT .• FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5' - �' _ ' CROWN BELOW GRADE AND SEAL THE TOP WITH SILICONE - -. SEALANT. 4 ,� —r-- - 0 �_ NEW#6 AWG FROM COVP UR% 7. ALL ROUND BARS SHALL BE TINNED,1F4"COPPER, ;e•� ' / TO IEI GROUND BAR(TYP) I CASTLE 441/SECTOR BARS Y,COLLECTOR AND MOB BARS 4', � `� REQUIRED ICONNECTIONS WITHOUT DOUBLING `�` `` /�7 /// / 1 1 1505 WES STLAI�AVE NORTHN SUITE 800 W LUGS,AND EACH INSTALLED WITH HEN CONNECTING GROUND BARS(WIITTHIIN 10 ,`�,````•' / SEATTLE,WA 98109 FEET OF GRADE)DIRECTLY TO THE GROUND RING, ` •```�'••• 2 EA.#2 SOLID DOWNLEADS SHALL BE CAD-WELDED • ' TO THE GROUND BAR,I Al EACH OPPOSITE �� BOTTOM CORNER,AND EACH SHALL RUN IN 314" / HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT . FROM GROUND BAR DOWN TO THE GROUND RING. ,�` ••••4. / DAISY-CHAIN ETHE GROUND BARS AND DRUNSEA.#2 `` ``�%�• // o olut6�2ats ISSUED FOR 100%CO CMS AWG STRANDED COPPER WIRE WITH THWN INSULATION FROM THE MIDDLE GROUND BAR TO � •• THE GROUND RING AND CAD-WELD TO THE RING. `••• A 06/03/2015 ISSUED FOR 90%CO REVIEW JED B. WHEN ATTACHING STRANDED GROUND LEADS TO .• REV DATE DESCRIPTION BY THE GROUND BARS,2 HOLE COMPRESSION LUGS // SHALL BE USED,PROTECT WITH WEATHERPROOF /.� HEAT SHRINK,AND WITH A THIN COAT OF"KOPR SHIELD"OR EQUIVALENT PROPERLY APPLIED AND —..0--- rik.i:D PROFFS HATACHED ONLY WITH STAINLESS STEEL I I n HARDWARE V 9 WHEN GROUNDING EQUIPMENT ENCLOSURES, �� /O�j• PANELS,FRAMES,AND OTHER METAL APPARATUS, I STRANDED TTACHE UTILIZNGA2 EQUIPMENT GROUNDING SCALE 2 84 PE INSULATION SHALL BE ATTACHED UTILIZING A 2 • HOLE COMPRESSION TYPE LUG,PROTECTED WITH N.T.S. WEATHERPROOF HEAT A CLEAN AND CORROSION a v.-_ FREE METALLIC SURFACE UTILIZING STAINLESS STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE (P CO SAT OREGON�o° f0 BELOW. 10. PREPARE ALL BONDING SURFACES FOR GROUND ,c.�E 1g �� AND CORROSION IONS N REMOVING ANY AND ALL PAINT `- AND CORROSION TO SHINY METAL FOLLOWING iT CAD-WELDED CONNECTIONS TO NON-COPPER N SURFACES,APPLY ONE COAT OF ANY D D I AG O N4 PAINT,"COLD GALV"OR q EQUIVALENT O RENEWAL DATE: 1z.jw15 N 11. GROUND RODS SHALL BE COPPER-CLAD STEEL D 5/B"910',SPACED NO LESS THAN 10'ON CENTER. \/lam)) O 12, ALL GROUND SYSTEM CONDUCTORS AND �/ 0 n IS A vlouTICN OF LAW PDR ANY PERSON. ce CONDUITS SHALL BE SECURED UTILIZING ONLY UNLESS THEY ARE ACTING UNDER THE DIRECTION B NONMETALLIC,NON-CONDUCTIVE,UV RATED PROFESSIONAL TO ALTER THIS DOCUMENT LE . DF A LICENSED PROFESSIONAL ENGINEER. CLAMPS,BRACKET,AND OR SUPPORTS O O 0 0 13. WHEN REQUIRED,THE CONTRACTOR SHALL J\(%)) Lo ENGAGE THE SERVICES OF AN INDEPENDENT TESTING FIRM TO VERIFY,UTILIZING A MEGGER P0040370 U TEST,THAT THE RESISTANCE TO EARTH OF THE NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN )�/ - O 5(OHMS).A COPY OF THE COMPLETE TESTING o REPORT SHALL BE PROVIDED TO THE T-MOBILE `-O REPRESENTATIVE. J a /(�J) A ���J)I- 14. ALL MATERIALS AND HARDWARE SHALL BR C/ C� KING CITY O INSTALLED IN A WORKMAN-LIKE MANNER IN B ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,AND DEFINED IN NFPA-70 AND C APPROVED BY A,H,J, g (FIELD VERIFY GROUND OWN) 13680 SW PACIFIC HIGHWAY Iu (ryP) TIGARD, OR 97223 A LEGEND ® • O O hil6 • EXOTHERMIC CONNECTION • MONOPOLE TOWER I :• ' • MECHANICAL CONNECTION O EQUIPMENT GROUND BAR NEW MECHANICAL LUGrr SHEET TITLE willgilalr a [ CONNECTION(TYP.) • • � itA f TM>t l ANTENNA GROUND BAR(AS REQUIRED) O © GROUNDING • • #2 AWG GROUND LEAD(AS REQUIRED) D NEW k6 AWG FROM ANTENNA PLANS TO(E)SECTOR GROUND BAR(TYP.) 4 NOTE: © I,NV 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS V 0 AND GROUNDING CONNECTIONS AS REQUIREDIV 1 o i zSCALE SCALE G. 01 NOTES & LEGEND N.T.S. 1 ANTENNA GROUNDING N.T.S. 3 • NOTES: 1. PROVIDE NO-OX GREASE AT CONTACT EXISTING#6 AWG STRANDED Cu NEW FRLB,COUP,AND FBBC ONLY i • WIRES TO EXISTING EQUIPMENT GROUNDING KIT N.AWG STRANDED Cu SURFACE BETWEEN LUG AND GROUND BAR q T ••Mobl lee• WIRE WITH GREEN,600V,THWN INSULATION �l OR BLACK 2. CONTRACTOR WILL VERIFY BUSS BAR I I ' --- GROUNDING TO THE TOWER OR RING. TYPE HS TYPE 2-VA-2 TYPE%A TYPE VA-2 TYPE GT 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC 8960 ALDERWOOD ROAD CONNECTION. PORTLAND,OR 97220 Tom. Ati,. r, ' 1 , p* , ; 0 0 O O- 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 EXISTING MAIN GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY 00 o O O o 0 0 0 O O 0 0 0 0 0 0 o o J© 00 Technology' Associates 0 • • • 0 0 0 0 0 0 0 0 0 0 0 0 0 Q Q ■ PNW MARKET O FFICE "Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q � � 7117 SW BEVELAND STREET, ET, SUITE 101 I I TIGARD,OR 98006 ■ TYPE W TYPE VS TYPE VB TYPE PT TYPE GR 1 TWO-HOLE LUG,BOLTED TO ' EXOTHERMIC WELD GROUND BAR USING 318'-16 x 1 NOTE. ' 1/4'STAINLESS STEEL HEX UNIT , BOLTS AND HARDWARE. EXISTING(2)#2 AWG SOLID TINNED BARE CU WIRE ERIC° E OTHERMIC'MOLD TYPES'SHOWN HERE ARE EXAMPLES CONSULT WITH PROJECT CROWN TO EXISTING GROUND RING MANAGER EXOTHERMIC FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT CASTLE WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 SCALE SCALE SCALE SEATTLE,WA 96109 NOT USED N.T.S. 10 MAIN GROUND BAR N.T.S. 4 EXOTHERMIC WELDING N.T.S. 1 NOTES. WEATHERPROOFING 3' 12'TO 24- t 1. ALL HARDWARE BOLTS,NUTS. • LOCK WASHERS SHALL BE KIT(SEE NOTE 3) MIN. WIRE SIZE BURNDY LUG BOLT SIZE STAINLESS STEEL.AlL ANTENNA CABLE CABLE - HARDWARE ARE TO BE AS CONNECTOR #6 AWG GREEN INSULATED VA6C-2TC3s 318'•16 NC S 2 BOLT FOLLOWS:BOLT,FLAT WASHER,GROUND BAR, o 06/162015 ISSUED FOR 100%CO CMB a �■—IE N. #2 AWG SOLID TINNED •YA3C-2TC38 3B'-16 NC S 2 BOLT LOCK WASHER AND NUT HER. A ypts ISSUED FOR 90%CD REVIEW .IEE O #2 AWG STRANDED •YA2C-2TC38 3/8'-16 NC S 2 BOLT 2 COPPER SHIELD,ANTIOX,CR REV DATE I DESCRIPTION By CABLE GROUND KIT NO-OX OR EQUIVALENT SHALL "' #2/0 AWG STRANDED YA26-2TC38 3/8'-16 NC S 2 BOLT BE PLACE WHERE ALL DISSIMILAR METALS CONNECT D PRpF6ss #6 AWG STRANDED Cu WIRE WITH G410 AWG STRANDED YA28-2N 17-16 NC S 2 BOLT 3 ALL LUGS ARE TO BE rr c GREEN.600V,THWN INSULATION OR INSTALLED PER rJ �NGI `C., S/� BLACK(GROUNDED TO GROUND BAR) HEAT SHRINK MANUFACTURERS VV A_ SPECIFICATIONS 484 -lam• (CLEAR HEAT SHRINK INDOOR A P E BLACK HEAT SHRINK OUTDOOR) 4. ALL LUGS MUST HAW ANTENNA AND/OR GPS CABLE BURNDY GROUND LUG INSPECTION WINDOWS. CONNECTION (SEE TABLE FOR SIZE C"-_ ALVA AND MODEL) NUT(TYP.) BURNDY GROUND LUG (a NOTES. (SEE TABLE FOR SIZE LOCK WASHER A AND MODEL) AT O R E G O N no 1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS (TYP) •••i ,•x, ��:_ BARE WIRE TO BE / /�A \ DIRECT GROUND WIRE DOWN TO GROUND BAR. FLAT WASHER _ —_ .—__- AT BOTH ENDS (/�� '•'B E R 1 o4 IT 2 GROUNDING KIT TYPE SHALL BE APPROVED BY VZW PRIOR TO INSTALLATION D DI AG N_ R •• GRG 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING — — CO TO w TAPE KIT,COLD SHRINK SHALL NOT BE USED. GROUND BAR I I••I FLAT WASHER BOLT(TYP_) ::iIOX RENEWAL DATE: 121205 S (TYP.) La 0 a IT 6 A VIOLATION Oc LAW FOR ANY PERSON g NOT USED SCALE 11 NOT USED SCALE 8 CABLE GROUNDING SCALE 5 MECHANICAL LUG SCALE 2 UNLESS THEY �TU�ER THE DIRECTION w N.T.S. N.T.S. v N.T.S. N.T.S- °""LICENSED E�O ENGINEER. HSSoN a 0 NOTES. 0 o 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR D 1� ! a 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 1 00403 I 7 C a 2 3 GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. 1- AWG STRANDED GROUNDING WIRE WITH GREEN. KING CITY O /600V.THWN INSULATION BLACK _N 1,04 TWO-HOLE LUG,BOLTED 13680 SW PACIFIC HIGHWAY a I 3/8-160UN0'STALIN STAINLESS TIGARD, OR 97223 "_ ' AND HARDWARE.BOLTS MONOPOLE TOWER O O 0 0 0 O 0 EXISTING /4'm U4(74;7> 0 0 0 0 Q EX SHEET TITLE z O ! O GROUND BAR ON • • 0 0 0 0 • WALL,FLOOR OR ON F 0 0 0 0 0 0 0 0 ANTENNA TOWER GROUNDING w IL �� DETAILS N • EXOTHERMIC WELD i --�....--EXISTING#2 AWG SOLID TINNED E BARE U WIRE TO EXISTING TOWER GROUND BAR OR MAIN GROUND BAR ChtEE- Pa !.+Hf R 0 = G-2 a SCALE SCALE SCALE 6 SCALE = NOT USED N.T.S. 12 NOT USED N.T.S. NOT USED N.T.S. v SECTOR GROUND BAR N.T.S. _ •in ••Mobile• NOTE • I ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFS). 8960 ALDER W OOD ROAD 2 OONTA CTOR TO OP CABLES MC JUMPERS M ERE NECESSARY PORTLAND,OR 97220 3. TAODND. • ALL COAXIAL CABLES TO BE MARKED VRTH COLOR 000E0 TAPE TO BCICATE TIE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL/MEN EAO4 ED OF CABLE AID EACH BIM OFJI/IPER4 AS CLOSE TO EACH END AS POSSIBLE (MOTTO INTERFERE VIM WEATHERMOOPING.) Technology itAssociates 4 COAXIAL CARE SPEORCATIOIS REOUfG8LE SUPPORT EVERY 34OM CENTER.CONTRACTOR 91M11 PNW MARKET OFFICE SUPPLY SUPPORTS AS REQUITED TO MEET THIS REOUNETI@TT. 7117 SW BEVELAND STREET, S. VERTICAL commences SHALL BE TAPED FROM TIE BOTTOM UP SO OVERLAP MOVES WATER MANY FROM SUITE 101 COMJECTI N (SEE STEP 4) TIGARD,OR 98006 6 PROVE*MEAT SERA/(N PLAN OF TAPE FOR OUAO POLES AMC THAN HEAT MOM SHALL BE"CAR US?:WITH ADFIESNE. CROWN ANTENNA AND COAX GENERAL NOTES: a::,, 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 80( 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 1'WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1-AT ANTENNA CONNECTION 42-AT ENTRY TO EQUIPMENT CABINET - 0 06/160015 ISSUED FOR 100%CO crAe a 06110312015 ISSUED FOR 90%CD REVIEW JED 5 RUN COAXIAL CABLE WITH MINIMUM 12•SLACK I 1?FROM EDGE OF EQUIPMENT REV DATE DESCRIPTION ev CABINETS.ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE).UP TO TOWER LEG(IF APPLICABLE),8 DISTRIBUTE TO EACH ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND KITS PER CO/XL L CABLE ACCORDING TO ELECTRICAL DRAWINGS.VERIFY NUMBER OF ANTENNAS.CABLE,8 CABLE DIAMETER WITH PROJECT ,,��p PR OFF MANAGER. �rw\� NV P E• � ELECTRICAL TAPE 3 LAYERS VI(1M 2 TAPE AND 3 - LAYERS N Yr TAPE(ALL WITH MINIM NA OVERLM1. &L......_ BUTYL TAPE ALL TAPE BD6 SHALL BE OJT(TX)NOT N CiXNLC TURL • ALL':TR;1.TAPE(1 LAYER) (ALSO K110VMI AS IIVISTIC,TAFFY TAPE) COYLTNITH 3M SCOTCHKOTE SPRAY SfA1.9i '.. ;A" co • �='Tr , %,) OREGON moo° r r / a,4 ,4 : o MBER. 111116161 ,- �� � , Ili`*�� . r j ✓i� I11�� .• � DIAG ir, - rI Ale 4. �` , i � l ��,—_�� `� y 1, RENEWAL DATE: 12,124/5 0 O STEP 1 STEP 2 STEP 3 STEP 4 Sr S +y 1 IS A VIOLATION OF LAW FOR ANY PERSON. ■ (i .v7E SS 1 HEY ARE ACTING UNDER THE DIRECTION I J OR A LICENSED PROFESSIONAL ENGINEER COAXIAL CABLE WEATHERPROOFING �* OA TER VRS DOCUMENT o a SCALE.NTS u 2 P004037C rt O D KING CITY z 9) 0 SITE LOADING CHART 13680 SW PACIFIC HIGHWAY a COLOR I ANTENNA/COUNT VENDOR AZIMUTH MECHANICAL ELECTRICAL RADIATION COAX CABLE COAX AMOUNT TIGARD, OR 97223 C SECTOR MODEL DOWNTILT DOWNTILT CENTER LENGTH &SIZE (RED) MONOPOLE TOWER x ALPHA (II DBXNH-6565B-A2M COMMSCOPE 15° 0° 0` 97'-0- 34' 1417/8- F. GROUND SCOPE CHART SHEET TITLE z 4i (GREEN) u CABINET CABINET SUPPORT BASEBAND BASEBAND RADIO UNIT RADIO UNIT COVP TYPE QUANTITY CABINET TYPE QUANTITY TYPE QUANTITY CONVP TYPE QUANTITY RF DETAILS s BETA (i)DBXNH-65658-A2M COMMSCOPE 135° 0" 0' 9T-0' 34' (4)7/8' ESMB 1 0 2G PURCELL FSME 1 FREE 2 NSN 1 FCOA 1 SUPPORT FSMF 1 B (BLUE) FBBC 1 FRLB 3 .1 u GAMMA (1)DBXNH-65658A2M COMMSCOPE 255° 0° 0° 9T-0' :14 :4I 78- *(6)DIPLEXERS(2 PER SECTOR) C *PER RFDS SHEET NUMBER o w VERSION:3 DATE:04/09)2015 w RF DETAILS INCASE 1 - RF. 1 • • • •Mobile• 8960 ALDERWOOD ROAD PORTLAND,OR 97220 • Technology Associates AWS. PCS Configuration 703B_G_Modified uMTs L700 7117 P SW BEVELAND STREET, L700+L2100+GSM+U1900 a 'Av.) SUITE 101 (1 Sector of cabling shown for clarity) TIGARD,OR 98006 I' \ Legend ..... ....{� _�; lei ac CROWN.... ,..: f. r. v CASTLE — - , WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 SEATTLE,WA 98109 ■i Et MTS 1. TE AWS S U MTS 0 OSI1flR015 ISSUED FOR 100%CD CMB &GSM A 060Y1055 ISSUED FOR BB%CD REVIEW JED AWS REV DATE DESCRIPTION BV JAWS J ns1J. ■ � O PROFFss J 5 NGI E4 t C • Few Equipment 84 PE Upgraded • puipment , AW$I AWSI co OPCS PCs Reconfigured "° °°'° AT OREGON do equipment i ii /� EMBER Nom' �J N ® �/ ® `�O D I AGO Previous Modernized COnfix: N 3e 006 w _ f \ RENEWAL DATE: 41zo15 [11 .° 1 AN UN UNLESS THEY APE ACTPIG UNDER lYE DIRECTION OF A LICENSED ROFE SIONIP¢ FSMF°FBBC TO ALTER THIS DOCUMENT Q t') ci Sea"L/E AWS : 8.., . Ii.L „� _ p�' iOf ,, w „. °:_-- , °0 roil P004037C O 11111Tur111rllllrr.lrr111�— rJ/ LL e CSR F111111111 Lt III IIIif 11•f tl 11 111 \ TS LMU G E(FB qSM PCS 8 I° o ° ° ° : f01 ',o; KING CITY t-- w 1 Skn Support Cab :,-11'11.0'nnrllnllnn+irl D re:k 001o' 0 0101° 0 1 1 1 ,11111 11 (rn.,rlr,net't.1,FJnlil,r, ■ ate. 13680 SW PACIFIC HIGHWAY ma omss= ISM" ESAre inn . i —� LIE GSM TIGARD, OR 97223 Imrwm- am Lc':.d.'eO In _ F,A � MONOPOLE TOWER % rSUE rte■ • !M SHEET TITLE m � J COA / son= / RF DIAGRAM` / N f/ C E. ii SHEET NUMBER 0 W RF-2 RF DIAGRAM N.T.S.