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eco PRO,c�OREGON STATE CODE COMPLIANCE: ■ REci •g 14.4 ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH ■ . ■ ■ ' .: 4�'•PE THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL r GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT :4 f / (/4 WORK NOT CONFORMING TO THESE CODES' _ r(�� W -20,4OREGON FIRE CODE �' JUN 201 N�-oTOREGON�oo -2014 OREGON ELECTRICAL SPECIALTY CODE -2014 OREGON ENERGY EFFICIENCY CODE -2014 OREGON MECHANICAL SPECIALTY CODE SITE NAME: SITE NUMBER: 8�����TY NG ; � l( AMBER 1g �J -2014 OREGON PLUMBING SPECIALTY CODE O 2014 OREGON REACHICODE _ 1!S p pt; D DI AD -2014 OREGON RESIDENTIAL SPECIALTY CODE -2014 OREGON SOLAR INSTALLATION SPECIALTY CODE TIGARD P 001339 B -2014 OREGON STRTRUCTURALRAL SPECIALTY ALTY CODE -2010 OREGON MANUFACTURED DWELLING INSTALLATION SPECIALTY CODE RENEWAL DATE: 1213/12,9/b- LOCAL CODES AND AMENDMENTS FCC NOTE: P001339B TIGARD L1900 CAPACITY FCD TAEC 05-24-2016 ITISTVIOLATION OFLAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTOR OF A LICENSED WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND 10185 S W CASCADE AVENUE, TIGARD, OR 97223 T SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR i ■•Mobile®� FEDERAL REGULATORY AGENCIES. CODE COMPLIANCE CROWN BU#: 874140 APP#: 344923 8960 ALDERWOOD ROAD OFFICE PORTLAND,OR 97220 APPLICANT: TOWER OWNER\MANAGER: COPY 8960ALE CROWNCASTLETLE USA 1 Technology Associates ALDERWOOD ROAD WESTLAKE UNION CENTER PORTLAND,OR 97220 1505 WEST LAKE AVE.N.,STE.800 SEATTLE,WA 98109 '' O ` ;, PNW MARKET OFFICE PROPERTY OWNER: - i aer TOWER BU:874140 PORTLAND GENERAL ELECTRIC e "' S 7117 SW BEVELAND STREET, P.0 BOX DG334APP#344923 1 °", ,� SHEET DESCRIPTION PORTLAND,OR 97208 1 SUITE 101 mN t s t ` ',' TIGARD,OR 98006 k+ry 1. ' ..t'--;::', *$ T-1 TITLE SHEET f SITE ADDRESS: _ A. \ 1 v T-2 NOTES&LEGEND 10185 SW CASCADE AVENUE , fi < ,: € -c �„ Technology Associates TIGARD.OR wzz3 �£ A-1 SITE PLAN a41. ° A-2 ENLARGED SITE PLAN ARCHITECTURE&ENGINEERING SITE PARCEL NUMBER: EXISTING USE: 5333 MISSION CENTER ROAD,STE.220 1S135BB00300 UNMANNED TELECOMMUNICATIONS ELEVATIONS SAN DIEGO,CA 92108 FACILITYUNMANNED :� ,r • - .�. '� A-3 COUNTY: WASHINGTON NEW USE . }: I -`: A-4 ELEVATIONS : JURISDICTION: UNMANNED TELECOMMUNICATIONS - .a A-5 DETAILS CITY OF TIGARD FACILITY - ` ' .aIll' � G-1 GROUNDING PLANS ZONING: .wry_ ;.tea Y,° -. MUC-MIXED USE COMMERCIAL i r& .' G-2 - _ GROUNDING DETAILS LATITUDE AND LONGITUDE: Vi• t 1 � ' $ RF-1 RF DETAILS 05/20/2016 ISSUED FOR 100%CD REVIEW MGM N 45°26'47.498",W 122°47'0.547" - RF-2 RF DIAGRAM A 05/00/2018 ISSUED FOR 90%CD REVIEW MGM vT N/A LEGAL DESCRIPTION: K +l* 5 ,o ! -i-�-�/ /.k�iTIGARD REV DATE DESCRIPTION By '.. � .- 5 } Vii .i L�/j` - w • .. REVIEWED FOR COD C MPLIANcE P001339B N HANDICAP REQUIREMENTS: , i � YP�..,..1. H FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION,HANDICAP ACCESS REQUIREMENT(S) ' I, r�7�i w DO NOT APPLY - - {; �+/'� w ��I1►� fin: $c OTQ Vj EI .4. TIGARD SITE INFORMATION " _ 7 • ,NOTTO,SCALE {,.�� +, 330 P 20 Permit#. ( -" - Address; IC L . \ rt C I • 10185 SW CASCADE AVENUE 0 • REMOVE(2)EXISTING FSME IN EXISTING CABINET VICINITY MAP LOCAL MAP TIGARD,OR 97223 Suite •• N • REMOVE(3)EXISTING FRIA IN EXISTING CABINET • °w • REMOVE(1)EXISTING FXFB FROM TOWER By:J7"� Ir �w�s Da 711± MONOPOLE • RELOCATE(1)EXISTING FXFB FROM TOWER TO EXISTING CABINET o • REMOVE(3)EXISTING(GENERIC STYLE 1 B-TWIN AWS)TMA(1 PER SECTOR) STARTING FROM 8960 ALDERWOOD ROAD.PORTLAND,OR 97220 APPROVAL SIGNATURE DATE o • INSTALL(3)NEW(GENERIC STYLE 1A-TWIN PCS)TMA(1 PER SECTOR) 1. GET ON I-84/U.S 30 W FROM NE ALDERWOOD RD,71 l • INSTALL(3) NEW FHFB ON TOWER NE 105TH AVE AND NE 102ND AVE PROJECT MANAGER SHEET INDEX i 2. HEAD SOUTHEAST ON NE ALDERWOOD RD TOWARD ALDERWOOD TRAIL q 3. TURN RIGHT ONTO NE 105TH AVE T-MOBILE RF ENGINEER F PROJECT DESCRIPTION 4. TURN RIGHT ONTO US-30BYPW/NE SANDY BLVD DO NOT SCALE DRAWINGS C 5. TURN LEFT ONTO NE 102ND AVE-CONTINUE STRAIGHT TO STAY ON SITE ACQUISITION w a NE 102ND AVE 6. CONTINUE STRAIGHT TO STAY ON NE 102ND AVE CONSTRUCTION MANAGER U CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING LOCATIONS, H 7 SLIGHT RIGHT ONTO THE 1-84 VV/US-30 W RAMP TO PORTLAND CONDITIONS ON THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING '° SITE ACQUISITION: CONSTRUCTION MANAGER: 8. CONTINUE ON 1-84/U.S 30 W.TAKE-5 S TO SW GREENBURG RD IN TIGARD. SITE OWNER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE . x TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC FOR SAME JURISDICTION APPROVAL STAMP 7117 SW BEVELAND STREET SUITE 101 7117 SW BEVELAND STREET SUITE 101 TAKE EXIT 5 FROM OR-217 N-MERGE ONTO-84/0.5.30 W T-MOBILE DEVELOPMENT N TIGARD,OR 97223 TIGARD,OR 97223 9. USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD BEAVERTON/SALEM MANAGER DEPARTMENT BUILDING FOR LAND NUSE NT DEPARTMENT FOR BUILDING 8 CONSTRUCTION CONTACT: CHELSI MONIHAN CONTACT: GRANT CHAFFIN ,0. MERGE ONTO-5 S T-MOBILE CONSTRUCTION OFFICE (9711 245-3120 Ext.1402 OFFICE (209)304-6424 a. CELL: (503)593-0282 EMAIL: grant.chaffin@taec.net MANAGER SHEET TITLE V EMAIL'. chelsi.monihan@taec,net @ 11. KEEP RIGHT AT THE FORK TO STAY ON I-5 S,FOLLOW SIGNS FOR ti INTERSTATE 5 S/SALEM T-MOBILE OPS MANAGER TITLE O ARCHITECTURE: ENGINEER: 12. TAKE EXIT 292 FOR OREGON 217 TOWARD KRUSE WAY/LAKE OSWEGO 4� TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC 13. TURN RIGHT ONTO 08-217 N(SIGNS FOR TIGARD/BEAVERTON U�/ Know what's below. SHEET tl ) T-MOBILE REGULATORY REVIEW O w 5333 MISSION CENTER RD.,STE.220 4122 FACTORIA BLVD.SE,STE.303 14. TAKE EXIT 5 FOR GREENBURG RD CALL before you dig. a SAN DIEGO,CA 92108 BELLEVUE,WA 98006 y g. z CONTACT'. STEVEN LANE CONTACT' VLAD DIACONU,PE 15. DRIVE TO SW CASCADE AVE T-MOBILE PROJECT MANAGER +�Df OB OFFICEsteven(858) 00O5Be48 1524etOMCVIeddi 6TTA@I v h ��� CALL AT LEAST TWO WORKING SHEET NUMBER EMAIL. Steven 00-23 taec.net EMAIL:FIC (216)375-2310 16.16. TURN LEFT ONTO SW GREENBURG RD :'•' 17. TURN RIGHT ONTO SW CASCADE AVE DESTINATION WILL BE ON THE LEFT T-MOBILE PERMITTING CONTACT INFORMATION DRIVING DIRECTIONS APPROVALS DIG ALERT DAYS BEFORE YOU DIG T. 1 • GENERAL NOTES ((•• `' D PRNs, 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2014 OREGON STRUCTURAL SPECIALTY CODE SECTION 1103.2.9.THIS Q�V\ .r.' f` O/L FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. \ 84 +P E ABBREVIATION DEFINITION2. THE CONTRACTOR SHALL VERIFYALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, ABBREVIATION DEFINITION ABBREVIATION DEFINITION ' CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK. &0._... 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS,OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER(CABINET) '^ SPECIFICATIONS,&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 ACOA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAD.)R) RADIUS BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. ADD'L ADDITIONAL FIN. FINISH(ED) REF. REFERENCE �A OREGON�1o� A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR REINF. REINFORCEMENT(ING) y 4. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER ORNOT A.F.G. ABOVE FINISHED GRADE EDN. FOUNDATION REQ'D. REQUIRED L FMBER�„ J 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 ROS. RIGID GALVANIZED STEEL _` REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT• ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT O `V 800-227-2600 ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE �� DI AGO 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) FS. 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) EC' SQUARE SPECIFICATION(S) REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING BLDG. BUILDING FTG. FOOTING SP ANY DAMAGED AREAS. BLK. BLOCK G. GROWTH(CABINET) S.S. STAINLESS STEEL BBLOCKING GA. GAUGE STD. STANDARD RENEWAL DATE: Q'3/'Jjp/b 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 BMM. BEAM GI. GALVANIZE(D) STD. 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 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY 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 ARE ACTING UNDER THE DIRECTION OFA LICENSED 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) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. 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 CAB. CABINET HDR. HEADER T.N. TOE NAIL 7 THE MPCONTRACTOR 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 C.I.P.E. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB T• ■Mobile® 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) TOP. TOP OF PLATE(PARAPET) • OWNER OR GOVERNING AGENCY. COL. COLUMN INT. INTERIOR TOS. TOP OF STEEL CONC. CONCRETE LB.(#) POUND(S) TOW. TOP OF WALL 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST OREGON BUILDING CODES AND ALL OTHER GOVERNING CONN. CONNECTION CODES,THE MOST RESTRICTIVE CODE SHALL GOVERN. CONST. CONSTRUCTIOR)NL.F.) L NEAR FEET(FOOT) U G UNDERGROUND 8960 ALDERWOOD ROAD CONT. CONTINUOUS L. LONGITUDINAL) U.L. UNDERWRITERS LABORATORY PORTLAND,OR 97220 IS. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. d PENNY(NAILS) MAS. MASONRY U.NO. 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 MB. MACHINE BOLT W/ WIDE H (WIDTH) OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. D.F. DOUGLAS FIR MACH. MECHANICAL DIA. DIAMETER MFR. MANUFACTURER WD. WOOD Technology 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 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 6 CENTERLINE OWL. DOWEL(S) )N) NEW R PLATE PNW MARKET OFFICE 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE EA. EACH NO.(F) NUMBER 7117 SW BEVELAND STREET, 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 SUITE 101 SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. ELEC. ELECTRICAL O.C. ON CENTER ELEV. ELEVATOR OPNG. OPENING TIGARD,OR 98006 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 Technology Associates EXP. EXPANSION PRC PRIMARY RADIO CABINET 18. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED EXST.(E) EXISTING PSF. POUNDS PER SQUARE FOOT ASSEMBLIES. EXT. EXTERIOR PSI. 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 ARCHITECTURE&ENGINEERING EXCEPT AS NOTED IN THE PLANS. 5333 MISSION CENTER ROAD,STE.220 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2/610-6:C RATING WITHIN 75FT.OF TRAVEL TO ALL SAN DIEGO,CA 92108 PORTIONS OFFIRCCE CTAREA. ABBREVIATIONS ■ (2014 OREGON FIRE CODE S SECTION 908.1.1 S 908.1.7 AND SECTION 908.3.1) 10. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR APPROVING THE RESULTS. 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY Q NEW ANTENNA 0 GRID REFERENCE SHOWN OTHERWISE. 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. 0 05242016 ISSUED FOR 100%CD REVIEW MGM 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS A 05/095016 ISSUED FOR 90%CD REVIEW MGM MANDATED BY THE GOVERNING AGENCY. 0 GROUND ROD ® ELEVATION REFERENCE SYMBOLS23.ALL AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION REGARDING I REV DATE DESCRIPTION BY THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. rr GROUND BUS BAR119 SECTION REFERENCE 24.SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2800)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. P - - i GROUT OR PLASTER P001339B 25.ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. • MECHANICAL GRND.CONN. w 28.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS.THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT I I (E)BRICK O PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. • CADWELD Ell H IOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL N 27.PRWPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS.N WPCP).THE :4 (E)MASONRY GROUND ACCESS WELL TIGARD CQ 28.THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. -7-7-1 CONCRETE ❑E ELECTRIC BOX A 10185 SW CASCADE VENUE 1 29.THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS P E IT=ETO EARTHC 30.THIS PROJECT PROPOSES NOWOfB(WITHINTHEPUBLICRIGHT-0F-WAV. TIGARD,ORA 9E AV O O TELEPHONE BOX U w U GRAVEL o STORM WATER QUALITY NOTES CONSTRUCTION BMPS: 0 LIGHT POLE ® PLYWOOD MONOPOLE ¢ THIS PROJECT SHA2LL COMPLY W1TH ALL REQUIREMENTS OF THE STATE PERMIT. END.MONUMENT Q NOTES 1-8 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 0 I I SAND 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 4 SPOT ELEVATION 1.-oI WOOD CONT. f WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OCLEANING 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 m ®CONSTRUCTION BMPS. WOOD BLOCKING SET POINT 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 F 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 g OR GREATER. Q REVISION w 1 T/E - OVERHEAD SERVICE 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 PLACE ON THE SITE. A COAXIAL CABLE 4.ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. - CENTERLINE m 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 - JURISDICTION APPROVAL STAMP 8.THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. X - CHAIN LINK FENCING DEPARTMENT FOR LAND USE N DEPARTMENT FOR BUILDING 8 CONSTRUCTION Q Q MATCH LINE 0 0 0 WOOD FENCE a. 02 ,..' � OVERHEAD POWER LINE SHEET TITLE _E GENERAL FIRE NOTES: S WORK POINT UWBURIED POWER LINE NOTES & O 1 BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2014 OREGON FIRE CODE AND ALL GOVERNING CODES, GROUND CONDUCTOR DK OVERHEAD TELEPHONE LINE LEGEND PI 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 i ROAD FRONTING THE PROPERTY.(2014 OREGON FIRE CODE SECTION 505.1) T TELEPHONE CONDUIT K 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2014 OREGON FIRE CODE SECTION 808.1) -V-V- BURIED WATER LINE SHEET NUMBER Q 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 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 908.3.1) (POWER) SD BURIED STORM DRAIN 16 GENERAL NOTES 4 LEGEND T.2 3 NOT USED 2 L5( 0 PROF DISCLAIMER 4,,C) R ' ..„:\ 84 +PE el , THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, / AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF I (Al.C"— COF SAID PROPERTNSTRUCTION Y NC ES,ES NOT GUARANTEE THE ACCURACY EASEMENT ROADS AND SETBACKS. C) \ LANDLORD SIGNATURE N �A� OREGON, ` � \ , p ..'1. L EMBER Ng J o �� D I AG0� �+ p I RENEWAL DATE: ti��'2 Ib - � \\�\ \ S. \ O _ L EXISTING O PARKING LOT IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY -II'' \ \ )' (TYP) ARE ACTING UNDER THE DIRECTION OF A LICENSED �"� EXISTING \ (,� \ PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT . Illt , l 151 \�\\\� \�'''''-...127 • \ `�,-) ADJACENT ZONING: i y�iObii`/® � �„� V 7G p 1,.- f,' MUG ��\\ Aa O ....• - MIXED USE COMMERCIAL EXISTING I �', 8960 PORTLAND,OR 9 ROAD PARKING LOT� \ (TYP) r• p 2 `'° TechnologyAssociates ADJACENT ZONING 7�' '), Muc Qma \ �� PNW MARKET OFFICE MIXED USE COMMERCIAL \ - f� 7117 SW BEVELAND STREET, o ;,• oE 101 '• SUITIGARD, 98006 ._ ! ' 0 4 SITE ACCESS O ! • \ IA _ 71 lalf; X \ �� TechnologyASsociates I o 4.,i ,/ A-J \ ARCHITECTURE&ENGINEERING f/ A.''1' dlik5333 MISSION CENTER ROAD,STE.220 r-'"' p j1 \9 o f/ e ... ,\ \ SAN DIEGO,CA 92108 oPa � X . o �.` , ' '1' •4r 410, \ p fi. o • • I`' \ Ii OS/2CI2016 ISSUED FOR 100%CD REVIEW • O4.-.4:. .•' �� �� '�� 0 MGM L,,,_ 45 (. 10111611, `A y? A 05/09/2016 ISSUED FOR 9056 CD REVIEW MGM 11111445:4 , III " . ` ft �� / ` ,Q p fi /� REV DATE DESCRIPTION BY ewe X , :_., zX/ ^AF:`` \ SITE ACCESSN .. f/ t � <J pP001339B w \--------- EXISTING T-MOBILE EQUIPMENT •• ', \ {fy a ._ N &ANTENNA AREA,FOR fT O H ENLARGED SITE PLAN SEE. \ O •- OW, a Ou{/ �.. Iii L EXISTING f s p 4, o TIGARD SUBSTATION ® .. {i. (TYP) \-0. o o /X ; 9�� \ p j� 10185 SW CASCADE AVENUE TIGARD,OR 97223 a \ X 0 `= MONOPOLE / f ZONING: • / 0 EXISTING CHAINLINK �4 MUC R 0111 WIRE(TYP) BARB \ \ p MIXED USE COMMERCIAL /r' . / f/ 0 WIRE(TYP) • j y , APN:1S135B600300 '( U •� �pgs X ;11.0?,,,,,, to \ p O 'f: -' t �'�" s°� x EXISTING TREE(TYP) \ �/ 4 0p i•F rc A :a o ✓ / JURISDICTION APPROVAL STAMP V, - OL��'� {I• �. /ti: _ \ \ DEPARTMENT BUILDING 6 ONSE �.r \ DEPARTMENT FOR BUILDING 8 CONSTRUCTION 1 4114 i. ''. . \\` SHEET TITLE . .ilk ;4"' SITE PLAN \ EXISTING \ �\ II-- L,. PARKING LOT ADJACENT ZONING: m O <i o f,• \� \.-- (TYP) MUC G .)� ,�a �\ //* \ MIXED USE COMMERCIAL � z ' 'Gm9' .. \ L EXISTING \ \i,),\,,,,, . 1.+� \ h:/11)1 , c ..� BUILDING { YY ��®\ SHEET NUMBER �� A- 1 2 SITE PLAN 30 0 15' 30' ) SCALE: 1"=30'-0"(24x36 lail (OR) 1/2"=30'-0"(11x17) � c �' DPROF�s �� ��� �Nci���R ,off DISCLAIMER R 1 X THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF "`��»PE A CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, L ' ( -' / EXISTING ACCESS LANDLORD SIGNATURE CONSTRUCTION. ANDSETBACKS SHALTAEC DOES BEVERIFIED NOT GUARANTEEPRIORTO THESTART ACCURACYOF X/ GATE(TYP) OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. (1 (0 / X/ //N s� -oTOREGON�oo /- -- X 1 A� a Ii AMBER\ J /---- X / X \�?� ��� D I AG°� / EXISTING CONCRETE PAD -A , RENEWAL DATE: �13/iZp/b X rt i 7 \------- , .i• 2' EXISTING TREE(TYP) ° IT IS A VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY F • ♦ • ♦ ♦ ARE ACTINO UNDER THE.TO ALTER OF A LICENSED t/ I - , • PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. • X S.1" EXISTING ), `� i � • T-MOBILE i a . Ailed a •` O i ■■M it ■U \ 0 aob eEXISTING UTILITY •��H-FRAME AND METER +Q Y� 41. >t •�� G EXISTING`. ) ♦ 8960 ALDERWOOD ROAD �i,�� T-MOBILE * ° ° ♦,,�� - ULTRASITE � PORTLAND,OR 97220 t .0010% CABINET •'.��� \ •\ G,� EXISTING EQUIPMENT 00..0 BY OTHERS ' ; ., EXISTING TechnologyAssociates � . T-MOBILE / • \ ° e • •. PURCELL { ) EXISTING T-MOBILE FCOA CABINET \ _ CABINET { Am WITH EXISTING/RELOCATED(1) • PNW ���.L. �'� FXFB AND(2)NEW FSMF INSIDE 7117 SW BEVELAND STREET, � � C �A EXISTING T-MOBILE ICEBRIDGE SUITE 101 ��r: GIS 1 j (7YP.) \NN TIGARD,OR 98006 S���tO �` ' \� EXISTING 7-MOBILE COVP EXISTING EQUIPMEN 0� ♦ �� �0„GN V (270TAL-(1)MOUNTED TOPOST •�,,•'e�� ' ,,,�,, %\ OF EXISTING ICEBRIDGE AND(1) • ♦ �+ �f pc OON THERS ORM BY �,`�,�^L �' a `�„","""\�"„"'" MOUNTED TO PIPE ON MONOPOLE) • a ♦ Technolo ASSociates F t`•__',�,,� "` ' EXISTING T-MOBILE FRLB ♦ ° esi IIPI , �`igi �p• (1 PER SECTOR,3 SECTORS,3 TOTAL ARCHITECTURE&ENGINEERING pOp���i i ♦ 5333 MISSION CENTER ROAD,STE.220 -440.1., ' NEW T-MOBILE FHFB © SAN DIEGO,CA 92108 o ��3,,\��;.p�� '4411§:".13'w (1 PER SECTOR,3 SECTORS,3 TOTAL X \1 ` 'At I' `Al. ' EXISTING T MOBILE TMA - a ♦ ._.. 0114 REMO ED AND \ E VSTYLE IA-TWIN LP NEW M (1 EE ♦ • • • / •; — — — SECTOR @ 265' lir_1 Al �7 •\ - � (GENERICA-TWIN PCS)TMA(1 PER • ' (E)^G" � _ ® • SECTOR,3 SECTORS,3 TOTAL — ■■■■■■ ��� _ _ _ _ EXISTING ANTENNA MOUNT WITH 1 "" �� PLATFORM AND HANDRAIL X ,�•111, 'v► °,, '' — ; ♦ ♦ • ♦• ° 0 05/24/2016 ISSUED FOR 100•6 CD REVIEW MGM �� - _ , EXISTING EQUIPMENT • ♦ + A 05109/2016 ISSUED FOR 90%CD REVIEW MGM ' ` ON CONCRETE PAD ONC EXISTINGEQUIPMENTMENT t %�i BY OTHERS REV DATE DESCRIPTION BY ON CONCRETE PAD G� a BY OTHERSiii ✓` • s¢}'r ts� a g�A a ® 31 SL li5� ,":0•10 EXISTING118.8'HIGH \ P001339B ��{(',�!! Sj,^� MONOPOLE w EXISTING T-MOBILE FXFB :;�';ilj5„S'�I �; w MOUNTED ON UNIVERSAL MOUN (2 TOTAL)1 TO BE REMOVED,1 O w TO BE RELOCATED TO EXISTING X /% i CABINET �i,�� I�d ��� a -- F w EXISTING T-MOBILE FRIG G��'y �B• \ TIGARD l0 (1 PER SECTOR,3 SECTORS,3 TOTAL) , Q�/i ix TO REMAIN •I��. T,'s \111111 EXISTING T-MOBILE PANEL ANTENNA X �� OP 10185 SW CASCADE AVENUE � TMBXX-8518-R2M GI�i �� w (2 PER SECTOR,3 SECTORS,6 TOTAL) \ G�� s EXISTING METER AND UTILITIES O TO REMAIN ���� ON EXISTING H-FRAME TIGARD,OR 97223 w EXISTING T-MOBILE ANTENNA j�ji •♦ MONOPOLE SBNH-1D65C-V7(1 PER SECTOR,3 K p SECTORS,3 TOTAL)TO REMAIN i�I,. EXISTING ICEBRIDGE I�� > \ (TYP) 0 I jos` ,•• • •♦ ♦ , • m EXISTING UNUSED \ .. • C \ CONCRETE PAD � X • et \ \ 0.100", y- • ° ° JURISDICTION APPROVAL STAMP D. • • ♦ • DEPARTMENT FOR LAND USE \ • DEPARTMENT FOR BUILDING 8 CONSTRUCTION 6 f \ EXISTING CHAINLINK �' ENLARGED t. >< FENCE WITH BARB _. O \ WIRE(TVP) co ifk ik SITE PLAN � SHEET NUMBER il x G \ 1, j r , , \ A..2 ENLARGED SITE PLAN °® S(R)E'3/16""=T-0'((11z : 111 `REpPR ROF(((��`///��������u(((,,���V(((111 DISCLAIMER I c;? c `O I ` Vp 1 1.TOP OF EXISTING TOWER AND ct 84 +PE ANTENNAS BY OTHER CARRIER ARE BASED ON 1A SURVEY DATED 07/29/2015. LANDLORD SIGNATURE I etc-- 2.IF SAFETY LINE IS OBSTRUCTED. SITE MAY REQUIRE MAN LIFT OR N�4 OREelD GON o� CRANE. (((��T SUPPOR CAPACITY OFTHE TOWER TO �� OCR1 O_\) SUPPORT PROPOSED LOADS IS 70 L7 L BE DETERMINED BY OTHERS. DiAG 4)TOP OF EXISTING ANTENNAS BY OTHERS RENEWAL DATE: a'3/'zob ELEV.117.5'AGL TOP OF EXISTING ANTENNAS BY OTHERS ELEV.117.5'AGL IT ISA VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY TOP OF EXISTING MONOPOLE \ ARE ACTINO UNDER THE DIRECTION OFA LICENSED ELEV.178.8'AGL EXISTING ANTENNA BY OTHERS(TVP) TOP OF EXISTING MONOPOLE PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT. ELEV.178.8'AGL 1' -y EXISTING ANTENNA BY OTHERS(TYP) EXISTING T-MOBILE TMA EXISTING T-MOBILE COVP NEW(1 PER LE(GENERIC STYLE,3 TOTALN PCS(1 PER SECTOR,3 SECTORS,3 TOTAL)TO BEI (2 TOTAL•(1)MOUNTEDTOPOST di EXISTING 7-MOBILE ED TO POST TMA(1 PER SECTOR,3 SECTORS,3 (2 TOTAL-(1) OL 1 REMOVED „ OFEXIS7INGICEBRIDGEAND(1) ® OF EXISTING CEBRIDGEAND(7) ■ ■ ■■ �rRJ\■ 1 ®■ MOUNTED TO PIPE ON MONOPOLE) _ MOUNTED TO PIPE ON MONOPOLE) EXISTING T-MOBILE FRIG EXISTING T-MOBILE FRIG (1 PER SECTOR,3 SECTORS,3 TOTAL) (1 PER SECTOR,3 SECTORS,3 TOTAL) 8960 ALDERWOOD ROAD • 61 TOP OF EXISTING T-MOBILE ANTENNAS TO REMAIN ,TOP OF EXISTING T-MOBILE ANTENNAS PORTLAND,OR 97220 ELEV.104'-0"AGL ""F ELEV.704'-0"AGL {lam I. ' 1II IT-MOBILEANTENNAS ti— _ I / II - EXISTING T-MOBILE PANEL ANTENNA TOP OF EXISTING T-MOBILE ANTENNAS ■ -�' J_ I� N i00 TMBXX 8516-R2M ELEV.102'0"AGL �I IO���IIII _I EXISTING T-MOBILE PANEL ANTENNA ELEVCENTER OF EXISTING T-MOBILE ANTENNAS / I■ (2 PER SECTOR,3 SECTORS,B TOTAL) / 'Id1f x • ,I III 7MBXX-8518-RR, Technology Associates TO REMAIN RAD CENTER OF EXISTING T-MOBILE ANTENNAS �(((1 (2 PER SECTOR,3 SECTORS.B TOTAL) ELEV.100'-0"AGL III" PNW MARKET OFFICE EXISTING ANTENNA MOUNT 7117 S W BEVELAND STREET, EXISTING ANTENNA MOUNT EXISTING T-MOBILE ANTENNASBNH-1065C-V7 WITH PLATFORM AND HANDRAIL SUITE 101 (1 PER SECTOR,3 SECTORS,3 TOTAL) TO REMAIN EXISTING T-MOBILE T SECTORS,3 TOTAL) 5C-V1 WITH PLATFORM AND HANDRAIL TO REMAIN (1 PER SECTOR,3 3 TOTAL) TIGARD,OR 98006 •: A NEW T-MOBILE FHFB I i• PER SECTOR EXISTING T-MOBILE FRLB (1 , , (1 PER SECTOR,3 SECTORS,3 TOTAL ® 3 SECTORS3 TOTAL • Technology Associates TO REMAIN EXISTING MICROWAVE BY OTHERS(TYP) EXISTING T-MOBILE FRLB EXISTING MICROWAVE BY OTHERS(TYP) ARCHITECTURE&ENGINEERING (1 PER SECTOR,3 SECTORS,3 TOTAL 5333 MISSION CENTER ROAD,STE.220 SAN DIEGO,CA 92108 EXISTING UNIVERSAL PIPE MOUNT EXISTING UNIVERSAL PIPE MOUNT • TO REMAIN I 0 0504/2016 ISSUED FOR 100%CD REVIEW MGM A 050912016 ISSUED FOR 90%CD REVIEW MGM REV DATE DESCRIPTION BY EXISTING 116.8'HIGH MONOPOLE Poo 11 3396 w EXISTING 118.8'HIGH MONOPOLE w N F W W • • TIGARD W g I (19)EXISTING COAX CABLES W (6)EXISTING COAX CABLES 10185 SW CASCADE AVENUE TIGARD,OR 97223 ° I MONOPOLE S 2 oEXISTING T-MOBILE 3 FCOA CABINET WITH ~O I EXISTING/RELOCATED _ (1)FXFB AND(2) D. 1 NEW FSMF INSIDE O EXISTING T-MOBILE F PURCELL CABINET gEXISTING ICEBRIDGE EXISTING ICEBRIDGE a (NP) EXISTING T-MOBILE (TYP) EXISTING T-MOBILE PURCELL CABINET W ULTRASITE CABINET EXISTING CHAINLINK EXISTING T-MOBILE FENCE WITH BARB EXISTING CHAINLINK 1 ULTRASITE CABINET x EXISTING ACCESS FENCE WITH BARB a WIRE(TYP) GATE(TVP) WIRE(TYP) JURISDICTION APPROVAL STAMP D EXISTING ACCESS DEPARTMENT FOR LAND USE \\_ ' III I GATE(TYP) DEPARTMENT FOR BUILDING A CONSTRUCTION ;.' \k ;,' �' 9 I 1 i—I e n, 1:_ _ ` II ,-//, SHEET TITLE a il ro ELEVATIONS o I ,FINISH GRADE . N FINISH GRADE 11' 11-=111=!1= 1 Iii I H r I I - - ELEV.0'-0'REF ELEV.O'-0'REF I- .I C T --,,,,;;;;���1111,,,,���� -i - -i T-1-I I i II I 1 -741 —L=1� f 6 si, - - ` - - -1 11_,-IIIII IiIT,i iii li ,r-ti=1 11=f;il�il=iH I I-iT IT.,I 1i:�1-i,�iL iii o SHEEP NUMBER Iu NORTHEAST ELEVATION (EXISTING) Q $ SCALE: 1/e"=1'-0 (24:36) (OR) 1/16"=1'-0"(11x17) NORTHEAST ELEVATION (FINAL) Z 4• SCALE: 1/8"=7'-0"(24x36) A-3 ® (OR) 1/16"=V-0"(11x17) ey,, DPRORDISCLAIMER: I CI `�A 01.TOP OF EXISTING TOWER AND ,1 ,ANTENNAS BY OTHER CARRIER V4 PE ARE BASED ON 1A SURVEY DATED 07/292015. 2.IF SAFETY LINE IS OBSTRUCTED, LANDLORD SIGNATURE �°` SITE MAY REQUIRE MAN LIFT OR al ��OT OREGON o� CRANE. 3.CAPACITY OF THE TOWER TO SUPPORT PROPOSED LOADS IS TO FMBER R 1g J ` BE DETERMINED BY OTHERS. L . D I ACO TOP OF EXISTING ANTENNAS BY OTHERS RENEWAL DATE: abli Q1b ELEV. AGL \ /L TOP OF EXISTING ANTENNAS BY OTHERS 11 q ELEV.117.5'AGL \ IT ISA VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY C-TOP OF EXISTING MONOPOLE ARE ACTING UNDER THE DIRECTION OFA LICENSED q ELEV.118.8'AGL EXISTING ANTENNA BY OTHERS(TYP) TOP OF EXISTING MONOPOLE PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. ELEV.118.8'AGL EXISTING ANTENNA BY OTHERS(TYP) EXISTING T-MOBILE TMA EXISTING T-MOBILE FRLB AliNEW T-MOBILE(GENERIC STYLE 1A-TWIN PCS) EXISTING T-MOBILE FRLB (1 PER SECTOR,3 SECTORS,3 TOTAL)TO BE I I (1 PER SECTOR,3 SECTORS,3 TOTAL TMA(1 PER SECTOR,3 SECTORS,3 TOTAL 1 PER SECTOR,3 SECTORS,3 TOTAL • REMOVED TO REMAIN ® 'I I' EXISTING T-MOBILE FXFB ••Mobile®� NEW T-MOBILE,3 SECTORS, II II MOUNTED ON UNIVERSAL MOUNT (2 TOTAL)WITH EXISTING/RELOCATED 11111 I (1 PER SECTOR,3 SE3 TOTAL NV(1)FXFB AND(2(NEW FSMF INSIDE 8960 ALDERWOOD ROADTOPOFEXISTING T-MOBILE ANTENNAS 'II I EXISTING T-MOBILE FRIG li EXISTING T-MOBILE FRIG PORTLAND,OR 97220 1 PER SECTOR,3 SECTORS,3 TOTAL •TOP OF EXISTING T-MOBILE ANTENNAS PER SECTOR,3 SECTORS,3 ELEV104'0"AGLII ( )ITO REMAIN ELEV.104'-0"AGL (II (1TOTAL) p�I�i TOP OF EXISTING T-MOBILE ANTENNAS / ''I'. TOP OF EXISTING T-MOBILE ANTENNAS / • i'6 JIIIIII Y ELEV.102-0"AGL �■.,lllllil La EXISTING T-MOBILE PANEL ANTENNA ELEV.102'-0"AGL TMBXX-8518-R2M i�.,I III"Will� EXISTING T-MOBILE PANEL ANTENNA RAD CENTER OF EXISTING T-MOBILE ANTENNAS _ _ / 111111'. (2 PER SECTOR,3 SECTORS,B TOTAL) — — / (2 PER SECTOR, R Technology Associates Go TO REMAIN RAD CENTER OF EXISTING T-MOBILE ANTENNAS 11111 (2 PER 3 SECTORS,a TOTAL) ELEV.loo'-o'AGL ELEV.ioo'-o'AGL PNW MARKET OFFICE EXISTING ANTENNA MOUNT 7117 SW BEVELAND STREET, EXISTING T-MOBILE WITH PLATFORM AND HANDRAIL EXISTING T-MOBILE EXISTING ANTENNA MOUNT SUITE 101 ANTENNA-SBNH-11365C-V1 WITH PLATFORM AND HANDRAIL (1 PER SECTOR,3 SECTORS,3 TOTAL) TO REMAIN ANTE SECTO H-1D65C-1TIGARD,OR 98006 TO REMAIN (1 PER SECTOR,3 SECTORS,3 TOTAL) EXISTING UNIVERSAL PIPE MOUNT EXISTING UNIVERSAL PIPE MOUNTTechnology Associates TO REMAIN EXISTING ANTENNA BY OTHERS(TYP) I,I EXISTING ANTENNA BY OTHERS(TYP) ARCHITECTURES ENGINEERING 5333 MISSION CENTER ROAD,STE.220 nl SAN DIEGO,CA 92108 it III 1 _ I EXISTING 116.8'HIGH MONOPOLE EXISTING 116.8'HIGH MONOPOLE .._ -- — — 0 05/242016 ISSUED FOR 100%CD REVIEW MGM A 0509/2010 ISSUED FOR90%CD REVIEW MGM REV DATE DESCRIPTION BY (19)EXISTING COAX CABLES (0)EXISTING COAX CABLES P001339 B 2 V, 11 w w 1! TIGARD s 10185 SW CASCADE AVENUE TIGARD,OR 97223 O 1 w U MONOPOLE O - w EXISTING T-MOBILE P FCOA CABINET WITH NEW FBBC g EXISTING T-MOBILE EXISTING ICEBRIDGE 0 PURCELL CABINET (TYP) U I EXISTING ICEBRIDGE U EXISTING T-MOBILE I1 (TYP) N EXISTING T-MOBILE EXISTING CHAINLINK PURCELL CABINET 'i ULTRASITE CABINET FENCE WITH BARS EXISTING CHAINLINK M FENCE WITH BARB ni WIRE(TYP) EXISTING T-MOBILE WIRE(TYP) JURISDICTION APPROVAL STAMP ULTRASITE CABINET I DEPARTMENT FOR A AND USE A I _ 1 I DEPARTMENT FOR BUILDING L8 CONSTRUCTION �Im_I I I��VI �i(-11: I 'I��1lil!(al IIIII(�I, I SHEET TITLE a. LL V. 1I '� I� `' w FINISH GRADE �� U �g ELEVATIONS N IV ELEV.0'-0"REF -.. ' •FINISH GRADE IIx • 1, —1 I—,i=1 1 lu it ELEV.0,0'REF �l _1 I1,L1 -il 1 H. =WW- c ]- 3 - SII 11 ,R �;,,ri_„r. '-I. 1 PI IIF `-'.ILPI( '.-,11 III. 16=1 1 !-H_p -µl�.�_,.- ,F4 11,-.54,-, n1I4,-,4 tl,S:. - FA-51/4- SHEET NUMBER 0 II � qA-4 z SOUTHWEST ELEVATION (EXISTING) 2®• SCALE: 1/16"=1'-0"(11x»' 1 SOUTHWEST ELEVATION (FINAL) o 2• 4' SCALE: 1/8"=1'-0"(24236) //� �• (OR) 1/16"=1'-0"(11x17) 2 �E0 PR0 - COMMSCOPE-ETW19V2S12UB 6�'`NCS e) O144 ) CONNECTOR INTERFACE 7-16 DIN FEMALE 84 PE i CONNECTOR INTERFACE STYLE: LONG NECK FINSH: PAINTED COLOR: GRAY &("— HEIGHT: HEIGHT: 260.0mm/10.2 in (f) co WIDTH: 94.0 mm/6.7in �A OREGON o0 DEPTH: 94.Omm/3.7ln WEIGHT: 6.6 kg/14.616 Lq ti1BER\O,J lh D DIAD SII_ I RENEWAL DATE: It/s/Jzoib IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY rili —'_, 1✓♦, ,g ® ARE ACTING UNDER THE DIRECTION OF ALCENSED O PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. ,o n1 C . 1 I ■ ¢ 1 C T. ..Mobile. °•II H.. aE, PERSPECTIVE VIEWS: 8960 ALDERWOOD ROAD PORTLAND,OR 97220 SCALE SCALE SCALE SCALE TechnologyASsociates NOT USED N.T.S. 10 NOT USED N.T.S. I 7 NOT USED N.T.S. 4 TMA SPECIFICATIONS N.T.S. � 1 PNW MARKET OFFICE 7117 SW BEVELAND STREET, (PCS,U1900+L1900)-FHFB SUITE 101 TIGARD,OR 98006 RF MODULE TYPE RRH,1 UNIT PER SECTOR DIMENSIONS,HxWxD: 210"x 12.6"x 7.8" (WITHOUT BRACKETS) Technology ..: Associates WEIGHT: 48.51bs ARCHITECTURE&ENGINEERING (MOUNTED WEIGHT) 5333 MISSION CENTER ROAD,STE.220 SAN DIEGO,CA 92108 1/111111111111111 ,_ .... 0 05/20/2016 ISSUED FOR 100%CD REVIEW MGM SUED FOR 90%liii r Lau REV DATE DESCRIPTION BV 1r l`� he'•ht willimumi < width P001339B m 6 -. depth 1- L 12.6" I, \ w A / w m PLAN VIEW SIDE VIEW FRONT VIEW PERSPECTIVE VIEW: TIGARD 0 w O 0: NOT USED SCALE 11 NOT USED SCALE I 8 NOT USED SCALE N.T.S. SCALE 2 N.T.S. N.T.S. 5 FHFB N.T.S. I 10185 SW CASCADE AVENUE TIGARD,OR 97223 o FSMF MONOPOLE erer DIMENSIONS,HxWxD: 211.76"x 18.6 WEIGHT:u. 4191671 0 i Gv.,sywE Ry Pony *Vodka RFLIoO,k3 o wwrSwgY Me i55s.ET 6lmde z m PFHIJU61 I..: Poser Sued, mr m 0 RFI K2 SLI RFI COT 116 ble1 F LED LED LED LED LED _.. . — a RFL S2 SV lenEM I w Q ,�13Y37I431>�Z]�� L N w.su Iau4 I ' " Afl 1 111I( 1iT I�_ ' JURISDICTION APPROVAL STAMP '74DEPARTMENT FOR LAND USE F00 BUILDING DEPARTMENT FOR S CONSTRUCTION Z 10nC41030 r 101001000 S` Sr, 5/c DP1.RF' 061.63 CGT 6X12 N F t01J'P DaOVG \\ " SHEET TITLE a. **nth: IIIICONVO G•r•ten Pelee DEW °Karl DETAILS V9 C PERSPECTIVE VIEW: 1 7 SHEET NUMBER 0 iLi A-5 NOT USED SCALE 12 NOT USED SCALE I 9 SCALE N.T.S. N.T.S. NOT USED SCALE N.T.S. 6 FSMF N.T.S. • c5kEp PRO,c \ �� �,CI N� �O ELECTRICAL GROUNDING SPECIFICATIONSC .✓�� p R 7i 1 ,\/ . GROUNDING SHALL COMPLY WITH ARTICLE 250 OF .� X84 SPE THE NATIONAL ELECTRICAL CODE CURRENTLY IN X- ) , -------- - \ s�y ek�* EFFECT FOR THE AUTHORITY HAVING JURISDICTION. / / \ LANDLORD SIGNATURE 2 ALL GROUNDING DEVICES SHALL BE U.L.LISTED co X A OREGON o FOR THEIR INTENDED USE. X----- ',\ O v 3. GROUND WIRES SHALL BE TINNED#2 AWG BARE - SOLID COPPER UNLESS OTHERWISE NOTED. / X /------._ ----------- v - \ l2Anlb 19 �J 4. CONNECTIONSRING H ALL EXOTHERMIC TO THE / X 'lO ("`O x GROUND RING SHALL BE EXOTHERMIC DIA G° UNLESS OTHERWISE NOTED.AND / X N ' SHALLBE INSTALLED C MMEN ACCORDANCE WITH RENEWAL DATE: u.3/�2.0/b MANUFACTURERS RECOMMENDATIONS AND T-MOBILE WIRELESS BROADBAND STANDARDS. X ° 5. GROUNDING CONDUCTORS SHALL BE ROUTED \----"- r IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ALONG THE SHORTEST AND STRAIGHTEST PATH .1 ARE ACTING UNDER THE DIRECTION OF A LICENSED POSSIBLE.WHEN REQUIRED.GROUND LEADS ( PROFESSIONAL ENGINEER TO ALTER THIS oocuMPNr. SHALL BE BENT TO A MINIMUM OF 8"RADIUS. e. WHERE GROUND WIRES ARE ROUTED FROM ANY -V • CONNECTION ABOVE GRADE TO THE GROUND RING. % A INSTALL WIRE IN 3/4"HEAVY WALL LIQUID TIGHT '• �1 1 - i ■■Mobile• FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" �` O - \ BELOW GRADE AND SEAL THE TOP WITH SILICONE \ •'• _ / SEALANT. Od' '9 .! x •6\ p _ ) 8960 ALDERWOOD ROAD 7. ALL GROUND BARS SHALL BE TINNED,1/4"COPPER, j`Y' AI i L./ PORTLAND,OR 97220 SECTOR BARS 2",COLLECTOR AND MGB BARS 4", \ OF SUFFICIENT LENGTH TO ACCOMMODATE ALL \ ', 5s4.• NEW#6 AWG FROM FSMF REQUIRED CONNECTIONS WITHOUT DOUBLING �+�S : TO(E)GROUND BAR(TVP.)®;' LUGS AND EACH INSTALLED WITH ISOLATORS, i, 9. 1 WHEN CONNECTING GROUND BARS(WITHIN 10 x 10,000.04.• r • Technology Associates FEET OF GRADE)DIRECTLY TO THE GROUND RING, • '�\ 2 EA#2 SOLID DOWNLEADS SHALL BE CAD-WELDED Ii\�` • s ( NEW MECHANICAL LUG TO THE GROUND BAR 1 AT EACH OPPOSITE \ ) CONNECTION(TYP.) ® • PNW MARKET OFFICE BOTTOM CORNER AND EACH SHALL RUN IN 3/4" is;v°17°Iiire.:1•11‘..4.1 (. 1 .9 • 7117 SW BEVTE 101 STREET, HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT �♦.. ! \�• SUITE 101FROM GROUND BAR DOWN TO THE GROUND RING. ��♦ .. \ / (E)GROUND BAR(FIELD •WHEN CONNECTING SECTOR GROUND BARS, '- ' -'yI�'r S ° TIGARD,OR 98006 ��♦ ' \ \ VERIFY LOCATION)DAISY-CHAIN THE GROUND BARS AND RUN 1 EA.#2 �7 J (TYP) ® • ° • • AWG STRANDED COPPER WIRE WITH THWN i ` 1♦IS • r'�INSULATION FROM THE MIDDLE GROUND BAR TO \ � �4,j� \ • V .THE GROUND RING AND CAD-WELD TO THE RING. �^1 .♦ �♦ �• Technology Associates 8. WHEN ATTACHING STRANDED GROUND LEADS TO _ yji, �' i �„"Olt \ ARCHITECTURE&ENGINEERING THE GROUND BARS 2 HOLE COMPRESSION LUGS ♦1 f M A Vli `T\ . SHALL BE USED,PROTECT WITH WEATHERPROOF ���` ``y '\ *OO a .° • 5333 MISSION CENTER ROAD,STE.220 HEAT SHRINK AND WITH A THIN COAT OF"KOP'R r \\'� �` > • SAN DIEGO,CA 92108 SHIELD"OR EQUIVALENT PROPERLY APPLIED AND �� �t �M 9 ATTACHED ONLY WITH STAINLESS STEEL © \�,fi1 1' j�`i2`�i,�,��A„ ` °• • ••• . •• �� HARDWARE. x \�N\ .��g �2��\' ®NEW MECHANICAL LUG ,��♦�N' '� `` • . WHEN GROUNDING EQUIPMENT ENCLOSURES, CONNECTION(TYP.) \ I e �� • , • - PANELS,FRAMES,AND OTHER METAL APPARATUS, •U re __ iX_ J \ • •A#8 AWG STRANDED COPPER WIRE WITH THWN °INSULATION SHALL BE ATTACHED UTILIZING A 2 ©(E)SECTOR GROUND BAR •• • •HOLE COMPRESSION TYPE LUG,PROTECTED WITH ®(ryP;VERIFY LOCATION) ��Fyr - ". 7;7- • • -• _ _ _ WEATHERPROOF HEATA CLEAN AND CORROSION x ��..•� ?- - o 05i24,2016 ISSUED FOR 100%CD REVIEW MGM !E! : E — ill. % • REV DATE DESCRIPTION BV 10. UND ,,i,t / 5� CONNECTIONSCORION TO REMOVING ND OL PAINT tf Y1 !1 t2 P001339B AND CORROSION TO SHINY METAL FOLLOWING ( �, .�y, r/ CAD-WELDED CONNECTIONS TO NON-COPPER i = si S s �r♦ \ H. SURFACES,APPLY ONE COAT OF ANY • ) / '5ff �" .�. y ANTI-OXIDIZING PAINT,"COLD GALV"OR W EQUIVALENT. s S jam" ♦it& - H 11. GROUND RODS SHALL BE COPPER-CLAD STEEL U • _1 V- , 0�140.0•11 — TIGARD • w 5/8"x10',SPACED NO LESS THAN 10'ON CENTER. I �. •40I S \ O 12. ALL GROUND SYSTEM CONDUCTORS AND 4....1; ��� \$ CONDUITS SHALL BE SECURED UTILIZING ONLY ©NEW#B AWG FROM FHFB i�W� ZCLAMPS,BLLIC,RACKET,ANODOR TIVE,GT RATED ®TO(E)SECTOR GROUND BAR(TYP.) x G ; \• 10185 SW CASCADE AVENUE w 13. WHEN REQUIRED,THE CONTRACTOR SHALL , \ TIGARD, OR 97223 U ENGAGE THE SERVICES OF AN INDEPENDENT I� TESTING FIRM TO VERIFY,UTILIZING A MEGGER © NEW) AWG FROM TMA D ®TO(E)SECTORGROUNDBAR(TYP.) MONOPOLE TEST,THAT THE RESISTANCE TO EARTH OF THE X NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN Er e O 5(OHMS).A COPY OF THE COMPLETE TESTING - \• ° u. REPORT SHALL BE PROVIDED TO THE T-MOBILE 10 REPRESENTATIVE. ,* H 14. ALL MATERIALS AND HARDWARE SHALL BR 010, . •• ♦ i INSTALLED IN A WORKMAN-LIKE MANNER IN X ii, ` ° y ACCORDANCE WITH MANUFACTURER'S O RECOMMENDATIONS,AND DEFINED IN NEPA-70 AND QAPPROVED BY A,H,J, 1 \ \ w LEGEND �' x • X8 ■ EXOTHERMIC CONNECTION \ \ 1 'R •• MECHANICAL CONNECTION '� JURISDICTION APPROVAL STAMP N DEPARTMENT FOR LAND USE z EQUIPMENT GROUND BAR / \ DEPARTMENT FOR BUILDING s CONSTRUCTION SHEET TITLE wf;V V V ANTENNA GROUND BAR(AS REQUIRED) \ GROUNDING 41-- #2 AWG GROUND LEAD(AS REQUIRED) \` O PLANS \ \ N NOTE: ' F. 1.1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS .— � AND GROUNDING CONNECTIONS AS REQUIRED. o �,,, SHEET NUMBER ilyH �x � ��i NOTES N.T.S.LEGEND SCALEI EQUIPMENT AND ANTENNA GROUNDING SCALE I N.T.S. 2 \ \ ii G1 e.D PROF NOTES: l^' p 5 iOEXISTING#6 AWG STRANDED CU NEW FSMF GROUNDING KIT:#6 AWG1. PROVIDE NO-0X GREASE AT CONTACT , VGWIRES TO EXISTING EQUIPMENT STRANDED Cu WIRE WITH GREEN,600V, SURFACE BETWEEN LUG AND GROUND BAR �Wh `'•�� 4'•PE THWN INSULATION OR BLACK 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. ' :4,,, -,- TYPE HS TYPE 2-YA.2 TYPE XA TYPE VA-2 TYPE GT 3. GROUND BARS AT BOTTOM OF TOWERS OR aMONOPOLES SHALL USE EXOTHERMIC \ ` -oTOREGN�o'—' — J CONNECTION. ( O�� j�.r\ . . 1� L Fil jBER �J A ' 0 00000000000000000000 0 \� EXISTING MAIN GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY �Q DI AGO 0 0000000000000000000000000 00 `J RENEWAL DATE: 2l3IJzpib o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �� 4 _ �`•� IT IS A VIOLATION OF LAW FOR ANY PERSON.UNLESS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. THEY 00000000000000000000 ��� III _ ARE �� TYPE VV TYPE VS TYPE VB TYPE PT TYPE GR J EXOTHERMIC WELD T ■■Mobile TWO-HOLE LUG,BOLTED TO GROUND BAR USING 3/8'-18 Al NOTE: 1/4"STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE. .•........._EXISTING(2)#2 AWG SOLID TINNED BARE CU WIRE ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH PROJECT �" CROWN CASTLE TOWER GROUNDING: TO EXISTING GROUND RING MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 8960 ALDERWOOD ROAD PORTLAND,OR 97220 ALL EXISTING 8 NEW TOWER GROUND BARS SHALL BE ATTACHED DIRECTLY TO THE TOWER WITHOUT ISOLATORS.NO WELDING OR DRILLING PERMITTED.EXISTING HOME RUN GROUND(S)TO BE REMOVED. SCALE SCALE SCALE - TechnologyASsociates NOT USED N.T.S. 10 MAIN GROUND BAR N.T.S. 4 EXOTHERMIC WELDING N.T.S. 1 PNW MARKET OFFICE NOTES: 7117 SW BEVELAND STREET, WEATHERPROOFING 3" 12 TO 24 1. ALL HARDWARE BOLTS,NUTS. SUITE 101 KIT(SEE NOTE 3) MIN. WIRE BURNDY LUG BOSIZE LOCK WASHERS SHALL BE TIGARD,OR 98006 STAINLESS STEEL.ALL ANTENNA CABLEWCABLE HARDWARE ARE TO BE AS CONNECTOR #6 AWG GREEN INSULATEDSIZE YA6C-2TC38 3/e'-18 NCSLT 2 BOLT FOLLOWS:GBOLTN,FLAT a/////■-'■ GROUND,LUG,FLA BAR, Technology Associates #2 AWG SOLID TINNED YA3C-2TC38 3/8"-16 NC S 2 BOLT GROUND FLAT WASHER, LOCK WASHER AND NUT. #2 AWG STRANDED YA2C-2TC38 3/8"-18 NCS 2 BOLT 2. COPPER SHIELD,ANTIOX,CR ARCHITECTURE&ENGINEERING C 5333 MISSION CENTER ROAD,STE.220 CABLE GROUND KIT NO-OX OR EQUIVALENT SHALL SAN DIEGO,CA 92108 #2/0 AWG STRANDED YA28-2TC38 3/8"-18 NCS 2 BOLT BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. #6 AWG STRANDED Cu WIRE WITH #4/0 AWG STRANDED YA28-2N 1/2'-18 NC S 2 BOLT 3. ALL LUGS ARE TO BE GREEN,600V,THWN INSULATION OR INSTALLED PER - BLACK(GROUNDED TO GROUND BAR) MANUFACTURER'S HEAT SHRINK (CLEAR HEAT SHRINK INDOOR 8 SPECIFICATIONS. BLACK HEAT SHRINK OUTDOOR) 4. ALL LUGS MUST HAVE -- --- -- .... ANTENNA AND/OR GPS CABLE BURNDY GROUND LUG INSPECTION WINDOWS. o 05040016 ISSUED FOR 100%CO REVIEW MGM (SEE TABLE FOR SIZE CONNECTION AND MODEL) A 05092016 ISSUED FOR 90%CD REVIEW MGM NUT(TYP.) C BURNDY GROUND LUG (.1 (SEE TABLE FOR SIZE REV DATE DESCRIPTION BY AND MODEL NOTES: LOCK WASHER ) (NP') BARE WIRE TO BE 1. DOINOT GROUND LWIRE GROUND KIT AT A BEND AND ALWAYS FLAT WASHER . NO-0XATBOTH ENDS P001339B DIRECT GROUND WIRE DOWN TO GROUND BAR. FLAT ' w 2. GROUNDING KIT TYPE SHALL BE APPROVED BY TMO PRIOR TO INSTALLATION MINIM w F 3. C -- — GROUNDING L' TAPE WEATHERPROOFING KIT,COLD SHRINKSHALL SHALINL NOT BEORPORATE USED.PPC WEATHERPROOFING ���� nn CONDUCTOR GROUND BAR TIGARD w FLAT WASHER BOLT(TYP.) 0 (TVP.) C SAL o NOT USED NCT SE 11 NOT USED NCTSE I 8 CABLE GROUNDING NCA SE 5 MECHANICAL LUG SCALE 2 10185 SW CASCADE AVENUE NOTES: TIGARD,OR 97223 u 0 w 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR MONOPOLE U 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 0 u. 0 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC a CONNECTION. TMA AND FHFB GROUNDING KIT:#6 ,. i AWG STRANDED Cu WIRE WITH GREEN, N 600V,THWN INSULATION OR BLACK O H Y w — -- — — TWO-HOLE LUG,BOLTED • TO GROUND BAR USING 3/8"-16 x 1 1/4'STAINLESS y – – – - STEEL HEX UNIT BOLTS AND HARDWARE. x 1 p JURISDICTION APPROVAL STAMP 00.0 0 0 0 0 QO 0 —EXISTING 4"x12"x1/4" DEPARTMENT FOR LAND USE A THK.,TINNED DEPARTMENT FOR BUILDING B CONSTRUCTION O "�yQ�.Q'0 0 0 0 O © GROUND BAR ON u O V 1'0.'0 �O 000'0/ WALL,FLOOR OR ON SHEET TITLE ANTENNA TOWER GROUNDING II 0 0 0 0 0 0 0 0 0 N DETAILS 10Q Z 5 CROWN CASTLE TOWER GROUNDING: o SHEET NUMBER iu ALL EXISTING&NEW TOWER GROUND BARS SHALL BE ATTACHED DIRECTLYTHE TOWER WITHOUTISOLATORS.NO WELDING OR DRIRILLINGGPERMITTED.EXISTINGGHOME RUN GROUND(S)TO BE REMOVED. G..2 NOT USED SCALE N.T.S. 12 NOT USED SCALE N.T.S. 9 NOT USED SCALE N.T.S. 6 SECTOR GROUND BAR SCALE N.T.S. 8ED PROF 2 4 PE ec NOTE 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED LANDLORD SIGNATURE °`" 2 CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY NCO SA OREGON o0 3. TAGGING TFMBER 19�J • ALL COAXIAL CABLES TO BE MARKED WITH COLOR COOED TAPE TO INDICATE THE ANTENNA SECTOR N qp DI AG°� t • COLORED ELECTRICAL TAPE SHALL MARK EACH EIC OF CABLE AND EACH ENO OFAPPERS AS CLOSE TO EACH END AS POSSIBLE (NOT TO INTERFERE WITH WEATHERPROOFING.) 4 COAXIAL CABLE SPECIFICATIONS REOURE CABLE SUPPORT EVERY 341 ON CENTER.CONTRACTORSHALL RENEWAL DATE: I113/12oIb .SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY 5 VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM ARE ACTING UNDER THE DIRECTION 1OF A 16500 LICENSED CONNECTION (SEE STEP 4.) PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT 6 PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR OV AD POLES AND TMA'S.HEAT SHRINK SHALL BE-CANL/SA'WITH TE•Mobile. ADHESIVE 8960 ALDERWOOD ROAD ANTENNA AND COAX GENERAL NOTES: PORTLAND,OR 97220 1 ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR_ 2 COAX COLOR CODING:ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM Technologyit Associates TRUE NORTH AND COLOR CODED AS FOLLOWS: PNW MARKET OFFICE 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES.FOR OMNI SITES, 7117 SW BEVELAND STREET, USE THE ATO,BTO,8 GTO COLOR CODES ONLY SUITE 101 4. COAX SHALL BE TAGGED WITH COLOR CODING AT 12)PLACES USING r WIDE WEATHER TIGARD,OR 98006 PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS' 42-AT ANTENNA EQUIPMENT Technology Associates 42-AT ENTRY TO EQUIPMENT CABINET 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 ARCHITECTURE E ENGINEERING APPLICABLE),8 DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A 5333 MISSION CENTER ROAD,STE.220 MINIMUM OF(3)GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL SAN DIEGO,CA 92108 DRAWINGS.VERIFY NUMBER OF ANTENNAS.CABLE,8 CABLE DIAMETER WITH PROJECT MANAGER ELECTRICAL TAPE 3 LAYERS WITH?TAPE AND 3 LAYERS IN 34'TAPE(AL.WITH:MN4$&M SC+"OVER 0 05/242016 ISSUED FOR 100%CD REVIEW MGM BUTYL TAPE ALL TAPE ENCS SHALL BE CUT(DO NOTSTNe ICH) q 05/00/20 IS ISSUED FOR 90%CD REVIEW MGM CONNECTORS(TYP) ELECTRICAL TAPE II LAYER/-..\ i ALSO KNOWNAS MJLSTIC.TAFFY TAPES - COAT WITH 3M SCOTCHKOTE SPRAY SEALER \------ ''�' '^��,�„__ -"- REV DATE DESCRIPTION BY NH 1- /t L t r_ P001339B . 1 S W / ----L�t�-.1L.4:- -i_ 4 _...� .__- ---1—_.— L_..--f_i Les -_- -t�.�-.J 6==4 1 -_ 3'T- --_ - --._. .--. 1 I ri� ,- ..�z -_. -�s >� TIGARD STEP 1 STEP 2 STEP 3 STEP 4 I I B I I 10185 SW CASCADE AVENUE (- 1 COAXIAL CABLE WEATHERPROOFING 1I w MONOPOLE �aF�, sem_ ars TIGARD,OR 97223 E C 2. 8 0 B 0 p SITE LOADING CHART GROUND SCOPE CHART S' COLOR/ ANTENNA/COUNT MECHANICAL ELECTRICAL RADIATION COAX CABLE AMOUNT CABINET CABINET SUPPORT BASEBAND BASEBAND RADIO UNIT RADIO UNIT COVP H SECTOR MODEL VENDOR AZIMUTH TYPE QUANTITY CABINET TYPE QUANTITY TYPE QUANTITY COVP TYPE QUANTITY DOWNTILT DOWNTILT CENTER LENGTH &SIZE (RED) ULTRASITE 1 2G PURCELL ESMB 1 FXFB 1 NSN 2 B 2/TMBXX6516-R2M ANDREW SUPPORT FSMF 3 JURISDICTION APPROVAL STAMP ALPHA 25' 0° 0' 100'-0OUTDOOR FBBC 2 FRLB 3 FIBER JUMPER:6' FIBER JUMPER: DEPARTMENT FOR LAND USE n 1/SBNH-1D85C-V1 COMMSCOPE ) 4 FHLB 3 " 115' B FRIG 3 DEPARTMENT FOR BUILDING B CONSTRUCTION a (GREEN) *PER REDS SHEET TITLE a VERSION:1.2 DATE:04/29/2016 i BETA RF DETAILS 2/TMBXX-6516-R2M ANDREW ti 145° 0° 0° 100'0" 115' 1/SBNH-1D65C-V1 COMMSCOPE FIBER JUMPER:E FIBER J)UMPER'4 O w U (BLUE) G z 2/TMBXX-6516-R2MSBNH-1D6SC- i ANDREW SHEET NUMBER GAMMA 265° 0' 0° 100'0" 115' (2)7/3" 1/SBNH-1 DB5C-Vt COMMSCOPE FIBER JUMPER B' FIBER JUMPER 4 0C LOW CAP HCS:125' LOW CAP HCS'.1 W W RF- 1 RF DETAILS SCALE N.T.S. C,lik0 PROF S � \ �NCi ' 0 d Z ct Mil V84 PE LANDLORD SIGNATURE 4,0.._. NSN Configuration 791A(with U. 90 Only used in Dallas,Atlanta,Seattle, etrou) ITEUMTS N Tower-Top RRU for Contiguous Spectrum Markets c"" ,ORECO GONnoo - (Antenna and cabling for only one sector shown) /i EMBER 1g J cl0DIACP 1 RENEWAL DATE: a,3)Jzo)b -- IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER.TO AI.TER THIS DOCUMENT. LTE T j LTE 700 — i .Mo bi1 • AWS Alpha) GSM PCS LTE-UMTS a (Alpha) (Alpha) PCS rben te. (Alpha) - 8960 ALDERWOOD ROAD "1p' PORTLAND,OR 97220 `V. 10 9 8 12 6 5 4 3 2 1 Technology Associates yy y ® I III11®;!I/t� i '' � �r�®eggg PNW MARKET OFFICE r•r_E3 , - LE1 _ -- 5M 7117 SW BEVELAND STREET, Illi_ PM SUITE 101 P 1 TIGARD,OR 98006 LLSr"."'" o® _r'�® Technologyit Associates Irg ..=:. FRL o0 0 oti ARCHITECTURE 8 ENGINEERING 0 0 1 p - in �� 5333 MISSION CENTER ROAD,STE.220 W#, SAN DIEGO,CA 92108 FRI o 0 ftL,.., 1�11�11�11�1 . _ ...../ _. ` 1 FH - I 0 OS/24,016 ISSUED FOR IOWA CD REVIEW MGM A 05/09/2016 ISSUED FOR 90%CD REVIEW MGM lad j. ♦ REV DATE DESCRIPTION BY Fiber IS Power PoCOV_,.- .� _JDnIPef V P001339B w Tmw N slyhod _ .. Cable P90066 eS E1,ain TIGARD It:ui Faso) Coa. N ° w — U' rc Bottom _ CP 10185 4`' 10185 SW CASCADE AVENUE re ° TIGARD, OR 97223 U J ° MONOPOLE I O RF..orr p.,1a,r conrecto0 s Q> 8F.0%dr l 2 e L1 Fiber F FSMF`2FBB J.umper MI, MI �� N. a lit 1i1 Ill 1i1 ISI Ii1 ti LTE 10' p' G ` w ..n ..•n MI El In exc4 i01 ,c r.) A, ,Irlrnnln+Ilrrrrmurrinr m r ,I I BiY FSMF S, Be__mt LTE PCS Gernrn AO i• S, Cele Bora JURISDICTION APPROVAL STAMP 11 DEPARTMENT FOR/AND USE 2 I + DEPARTMENT FOR BUILDING eCONSTRUCTroN Q Implum ESM SHEET TITLE 1 UMTS MPCS���� GSM RF DIAGRAM o _/ y y _....., 1 .,. ,.Q Z E L.... SHEET NUMBER 2° LU RF-2 w RF DIAGRAM SCALE N.T.S.