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Plans • OREGON STATE CODE COMPLIANCE: ® • ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH . ■ • ■ ■ • • ■ ■Mobile°- THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL CITY 0 F TI GA R D GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT An roved by 8960 ALDERWOOD ROAD WORK NOT CONFORMING TO THESE CODES: �] -2014 OREGON FIRE CODE App -2014 OREGON ELECTRICAL SPECIALTY CODE Planning PORTLAND.OR 97220 2014 OREGON ENERGY EFFICIENCY CODE Date. - ��- �• -2014 OREGON MECHANICAL SPECIALTY CODE -2014 OREGON PLUMBING SPECIALTY CODE SITE NAME: SITE NUMBER;n �• . •2011 OREGON REACH CODE • I(1 I t. I.7. -2014 OREGON RESIDENTIAL SPECIALTY CODE -2010 OREGON SOLAR INSTALLATION SPECIALTY CODE TIGARD P O 013 3 9 B Technology itAssoclates -2014 OREGON STRUCTURAL SPECIALTY CODE -2010 OREGON MANUFACTURED DWELLING INSTALLATION SPECIALTY CODE -LOCAL CODES AND AMENDMENTS P001339B TIGARD L700 FCD TAEC 09. 15.2015 PNW MARKET OFFICE FCC NOTE: 71t7 SW SUITE 101 STREET, TIGARD,OR 98006 THIS WIRELESS COMMUNICATION CE WITYCOMPLIESVMM NIC FEDERAL ACT STANDARDS FOR 10. . ' --' SW CASCADE AVENUE TIGARD OR 97223 `"`�-s`'`' 4.... RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR , , ' FEDERAL REGULATORY AGENCIES. CODE COMPLIANCE CROWN BU#: 874140 APP#: 302277 SEP 2 9 2015 CROWN CITYOFTI C1 ARD Vv CASTLE )i DI G DI�I�I�1\ WESTLAKE UNION CENTER APPLICANT: TOWER OWNER\MANAGER. BUILDING 1505 WESTLAKE AVE NORTH I SUITE 850 T-MOBILE CROWN CASTLE USA 8960 ALDERWOOD ROAD WESTLAKE UNION CENTER SEATTLE,WA 98109 PORTLAND.OR 97220 1505 WEST LAKE AVE N,STE 800 SEATTLE,WA 98109 .--,- ,• PROPERTY OWNER: �,, d . SHEET DESCRIPTION — TOWER BU.874140 rR'rrt,I,au ' tm PORTLAND GENERAL ELECTRIC APP k:302277 j{' • P.O.BOX 3340 r°mym nmwa....... D .Y2' 4.4 tad a � ° T-1 TITLE SHEET PORTLAND,OR 97208 I'•�^+nie^'MS w s O -_ T-2 NOTES&LEGEND 0 C0/15/2015 SSUED FOR 100%CD REVIEW MGM SITE ADDRESS: F...Soy w. A M a Wash s az A-1 SITE PLAN A Dan015 ISSUEO FOR 9014CDREVIEW cMa 10257 SW CASCADE AVENUE i TIGARD,OR 97223 1 A-2 ENLARGED SITE PLAN REV DATE I DESCRIPTION BY SITE PARCEL NUMBER: EXISTING USE: '^" '°•^ s O Cif COPY 151358800300 UNMANNED TELECOMMUNICATIONS twsw,.•a ` , @�„ 1 w p A-3 ELEVATION iMJ r FACILITY .• F;,;,,�_,,,� a SH'6,4a �£ 1 ' A-4 ELEVATIONS D PRO COUNTY: _ „, � ����4�� a : �E F�c WASHINGTON NEW USE: •!MANN. Z - - ' S JURISDICTION: UNMANNED TELECOMMUNICATIONS ti .W ;.a 0o • --• l A-5 DETAILS CD NG I ��� S/O•CITY OF TIGARD FACILITY _ ..+ - G-1 GROUNDING PLANS �� ZONING: i 'w °, 1 G-2 GROUNDINGCSY OF TIGARD 84\tJPE MUC-MIXED USE COMMERCIAL SITE 4. °°`"'"...,... _ LATITUDE AND LONGITUDE: w4 ° RF-1 ' s ��...� f • S f ■ «z Cti N 45.26'47.498',W 122°470.547" Me' 4. 9,,,,,,••••• SWL«w.Si r I RF-2 RF DIAGRAM Co LEGAL DESCRIPTION: "r f`' _,�y�-. - p XPp t.1 NC�,O N/A , ,OREGON n0 3 swadw • m swOMk YL-`Pt . -- --- OTC: 1 j AMBER V- J N HANDICAP REQUIREMENTS: .., �'� y' I -- �I P. �4/ a� ��D DIAGO� W FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION,HANDICAP ACCESS REOUIREMENT(S) 0' %,..,••••,,, r' s - " _ DO APPLY .,,.,male sw alx`< wM _ ., .:1T .. _ Address: �Ap /norm _r. • W F �,,o >Q �� ' �''' _ RENEWAL DATE >zlZnrS 1 IT 45 A VIOLATION OF LAW FOR ANY PERSON. ec SITE INFORMATION Tw '' i�_,_� _AP _ KE55 TEY ARE ACING UNDER THE DRECTON• i. 0 — OF A LICENSED PROFESSIONAL ENGINEER. Z w INSTALL 1)NEW FBBC IN EXISTING EQUIPMENT CABINET VICINITY MAP LOCAL MAP a1 ��'����� r � __ DALERTaSOOCDMENT.U. ec u • INSTALL(3)NEW FRLB BEHIND NEW ANTENNAS U • REMOVE(3)EXISTING ANTENNAS(1 PER SECTOR) - POO 339B . •• INSTALL(3)NEW ANTENNAS(1 PER SECTOR) I O STARTING FROM 8960 ALDERWOOD ROAD PORTLAND,OR 97220. - APPROVAL I SIGNATURE DATE 0 1 GET ON I-84/U.S.30 W FROM NE ALDERWOOD RD, 5 NE 105TH AVE AND NE 102ND AVE PROJECT MANAGER SHEET INDEX 0 2 HEAD SOUTHEAST ON NE ALDERWOOD RD TOWARD ALDERWOOD TRAIL -. TIGARD z T-MOBILE RF ENGINEER 3 TURN RIGHT ONTO NE 105TH AVE PROJECT DESCRIPTION TURN LEFT RIGHT ONTONE10 NDAyE-CONTIN ST DO NOT SCALE DRAWINGS 10257 SW CASCADE AVENUE F SITE ACQUISITION � 5. TURN LEFT ONTO NE 102ND AVE-CONTINUE STRAIGHT TO STAY ON S' NE102NDAVE TIGARD, OR 97223 u 6. CONTINUE STRAIGHT TO STAY ON NE 102ND AVE CONSTRUCTION MANAGER CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING LOCATIONS, 7. SLIGHT RIGHT ONTO THE 1-84WNS3OW RAMP TOPORTLAND CONDITIONS ON THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING MONOPOLE SITE ACQUISITION: CONSTRUCTION MANAGER: 8 CONTINUE ON 1-84A1 S 30 W TAKE I-5 S TO SW GREENBURG RD IN TIGARD SITE OWNER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE-• TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC TAKE EXIT 5 FROM OR-217 N-MERGE ONTO I-84/U.S 30 W T-MOBILE DEVELOPMENT FOR SAME ' e 7117 SW BEVELAND ST.SUITE 101 7117 SW BEVELAND STREET SUITE 101 MANAGER y TIGARD.OR 97223 TIGARD,OR R 97223 9. USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD BEAVERTON/SALEM SHEET TITLE CONTACT: TIA JOHNSON CONTACT- GRANT CHAFFIN OFFICE: (971)2453120 Ext.1401 OFFICE. (209)304-6424 10. MERGE ONTO I-5 5 T-MOBILE CONSTRUCTION EMAIL'. 5a Iohnsan�teec.net EMAIL. grant cheffinWeec net 11. KEEP RIGHT AT THE FORK TO STAY ON I-5 S,FOLLOW SIGNS FOR MANAGER TITLE INTERSTATE 2 FOR OR SHEET r T-MOBILE �� KnowwhaYs below. 12 TAKE EXIT 292 FOR OREGON 217 TOWARD KRUSE WAY/LAKE OSWEGO L. ARCHITECTURE: ENGINEER: w TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC 13. TURN RIGHT ONTO OR-217 N(SIGNS FOR TIGARD/BEAVERTON) T-MOBILE REGULATORY REVIEW CALL before you dig. of 5333 MISSION CENTER RD.,STE.220 4122 FACTORIA BLVD.SE,STE 303 14. TAKE EXIT 5 FOR GREENBURG RD - ----- '/ SAN DIEGO,CA 92108 BELLEVUE,WA 98006 W a 15 DRIVE TO SW CASCADE AVE T-MOBILE PROJECT MANAGER ��p z CONTACT- OFFICE' STEVEN LONE CONTACT'. VLAD D5-2310 ,PE (9 . (858)300-2346X1524 OFFICE: (216)375-2310 O TURN LEFT ONTO SW RD 16. - CALL AT LEAST TWO WORKING EMAIL: Steven lane�taec net EMAIL vlatl diaconu @taec net 16 T-MOBILE PERMITTING SHEET NUMBER 17 TURN RIGHT ONTO SW CASCADE AVE DESTINATION WILL BE ON THE LEFT - DAYS BEFORE YOU DIG 0 CONTACT INFORMATION DRIVING DIRECTIONS APPROVALS DIG ALERT T- ii Z GENERAL NOTES 1 THIS CI ICY FACILITY N IS EXEMPT ULE FROM HANDICAP ENTERED REQUIREMENTS PER R C OREGON STRUCTURAL NEL THIS SPACE SPECIALTY F CODE MANIOC OCCUPANCY THIS ■ ■ ■ ■Mobile®■ FACILITY IS NON-EXEMPT FR SPACE HANDICAP E UED MENT BY R SERVICE 01 PERSONNEL ST L CTU SPACE SPECIALTY NOT FORE SECTION ON 110329Y 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, A B 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 8960 ALDERWOOD ROAD RESPONSIBLE FOR CORRECTING ANY ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN ACCA ANTENNA CABLE COVER ASSEMBLY F G FINISH GRADE RAD(R) RADIUS BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANV EXPENSES TO RECTIFY THE SITUATION THE METHOD OF ADD'L ADDITIONAL FIN FINISH(ED) REF REFERENCE PORTLAND,OR 97220 CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. A F F ABOVE FINISHED FLOOR FLR FLOOR REINF REINFORCEMENT(ING) 4 PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR NOT A F G ABOVE FINISHED GRADE FDN FOUNDATION REQ'D REQUIRED SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ALUM ALUMINUM F 0 C FACE OF CONCRETE RGS RIGID GALVANIZED STEEL REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK CONTACT USA DIG ALERT @ ALT ALTERNATE F 0 M FACE OF MASONRY RRU RADIO REMOTE UNIT 800.227-2600 ANT ANTENNA F 0 S FACE OF STUD SCH SCHEDULE APPRX APPROXIMATE(LY) F 0 W FACE OF WALL SHIT SHEET 5 PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ARCH ARCHITECT(URAL) F S FINISH SURFACE SIM SIMILAR Technology Associates CONSTRUCTION ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR AWG AMERICAN WIRE GAUGE FT 0 FOOT(FEET) SPEC SPECIFICATION(S) ech REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING BLDG BUILDING FTG FOOTING SQ SQUARE 7i ANY DAMAGED AREAS BLK BLOCK G GROWTH(CABINET) S S STAINLESS STEEL BLKG BLOCKING GA GAUGE STD STANDARD 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 PNW MARKET OFFICE 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 0 F BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THK THICK(NESS) TIGARD,OR 98006 AS-BUILT/HIRED DRAW NGS 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 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 A TOP OF ANTENNA COMPLETE C I P CAST IN PLACE HT HEIGHT T 0 C TOP OF CURB CLG CEILING ICGB ISOLATED COPPER GROUND BUS T 0 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("I INCH(ES) T 0 P TOP OF PLATE(PARAPET) OWNER OR GOVERNING AGENCY COL COLUMN INT INTERIOR T 0 S TOP OF STEEL CONC CONCRETE LB(#) POUND(S) T 0 W TOP OF WALL 9 ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST OREGON BUILDING CODES AND ALL OTHER GOVERNING CONN CONNECTION(OR) L B LAG BOLTS TYP TYPICAL CROWN CODES,THE MOST RESTRICTIVE CODE SHALL GOVERN CONST CONSTRUCTION L F LINEAR FEET(FOOT) GO UNDER GROUND CASTLE CONT CONTINUOUS L LONG(ITUDINAL) U L UNDERWRITERS LABORATORY CL7„,10 THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS 8 PENNY(NAILS) MAS MASONRY U N 0 UNLESS NOTED OTHERWISE 11 WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO DEL DOUBLE MAX MAXIMUM V F VERIFY IN FIELD DEPT DEPARTMENT M B MACHINE BOLT W WIDE(WIDTH) EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE VVESTLAKE UNION CENTER D F DOUGLAS FIR MACH MECHANICAL OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT DIA DIAMETER MFR MANUFACTURER TED WOOD OD 1505 VVESTLAKE AVE NORTH I SUITE 800 12 THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS HE IS SOLELY DING 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 VWT WEIGHT PORTIONS OF THE WORK UNDER THE PROJECT DWG DRAWING(S) MTL METAL ¢ CENTERLINE DWL DOWEL(S) (N) NEW E PLATE 13 THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE EA EACH NO(#) NUMBER WORK TO COMPLETE THE PROJECT BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT CONTRACTOR EL ELEVATION N T S NOT TO SCALE SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT ELEC ELECTRICAL 0 C ON CENTER ELEV ELEVATOR OP NG 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 EN 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 EC) EQUAL PPC POWER PROTECTION CABINET o O9n5r2015 ISSUED FOR looucD REVIEW MGM EXP EXPANSION PRC PRIMARY RADIO CABINET 16 THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED EXST(E) EXISTING P U F POUNDS PER SQUARE FOOT A O101BI2015 ISSUED FOR 9056 CD REVIEW OMB ASSEMBLIES EXT EXTERIOR P S 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 18 THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A 10-B C RATING WITHIN 75FT OF TRAVEL TO ALL (20140 PORTIONS OREGON FIRE CONSTRUCTION AREA ABBREVIATIONS ���ED PREFAB (2014 OREGON FIRE CODE SECTION 906 1 1&906 1]AND SECTION 906 3 1) 19 MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR (\C_ w\G`I EFR L$�0 APPROVING THE RESULTS J \v //� - 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 Q/,-- Al -/� SHOWN OTHERWISE © . 84 PE r 21 ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL 4 EXISTING ANTENNA ® DETAIL REFERENCE TIMES 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 vV MANDATED BY THE GOVERNING AGENCY ,/5 23 ALL SYMBOLS THEIR EXACT MEANING ABBREVIATIONS ARCHITECT OR CONSIDERED HE ENGINEER RESPONSIBLE INDUSTRY PROJECT DSSHALLBE NOTIFIED FOR CLARIFICATIONS REGARDING Tr' GROUND BUS BAR ® V�'Q OREGON o0 ® SECTION REFERENCE , (T 24 SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION I.. .,. .. { GROUT OR PLASTER � AMBER 1g J 25 ALL FACILITIES TO BE INSTALLED ARE UNMANNED NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT • MECHANICAL GRID CONN w I I (E)BRICK SID DIAGO� 26 PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT N PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS • CADWELD rd 27 PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP)THE (E)MASONRY . K VTPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS 0 RENEWALDCTE u zn�5 N GROUND ACCESS WELL 0 28 THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY I I.U REVIEWAND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES - CONCRETE IT IS A VIOLATION OF LAW FOR ANY PERSON, ❑ ELECTRIC BOX UNLESS THEY ARE ACTING UNDER THE DIRECTION 29 THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT OFA LICENSED PROFESSIONAL ENGINEER, –I ff y 1—III- W III—II 11111= EARTH TO ALTER THIS DOCUMENT 30 THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY 7 O T❑ TELEPHONE BOX ❑ b°o� °1 GRAVEL ❑ 0 w 0 0 0 go O °w STORM WATER QUALITY NOTES CONSTRUCTION BMPS LIGHT POLE C ® PLYWOOD Pool339B THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT O 0 FND MONUMENT u. ❑ NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S SAND Q 1 SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORM . SPOT ELEVATION r,) WOOD CONT TIGARD H WATER CONVEYANCE SUCH DEBRIS THAT DUE TO BE CONSTRUCTION IN T THE STRE VEHICLES AT END ANY OTHER WORK RK OR A CONSTRUCTION AFTER ACTIVITY THE CONTRACTOR SHALL BE RESPONSIBLE H I THE INSTALLED FOR Z CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAV OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED m CONSTRUCTION BMPS A WOOD BLOCKING SET POINT O 2 ALL STOCK PILES OF UTO BEP PROVIDED SOIL AND/OR EROSION AND SEDIMENT CONTROLS,ARE INTENDED SOIL TO MUST LEFT UNPROTECTED FOR A WHEN PERIOD THE PROBABILITY THAN SEVEN Q REVISION 10257 SW CASCADE AVENUE Q OR GREATER DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS,SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN 18 40% STEEL H OR GREATER T/E OVERHEAD Q 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 RVICE TIGARD,OR 97223 U PLACE ON THE SITE a A COAXIAL CABLE 4 ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES — CENTERLINE F FIBER MONOPOLE 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 ry 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 w Q —0-0-0SHEET TITLE a MATCH LINE —v— -z� WOOD FENCE 61 —w—us— OVERHEAD POWER LINE NOTES ' f i GENERAL FIRE NOTES WORK POINT & UGP BURIED POWER LINE ti W 1 CODES BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2014 OREGON FIRE CODE AND ALL GOVERNING GROUND CONDUCTOR OHT---- LEGEND OVERHEAD TELEPHONE LINE 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 DOT BURIED TELEPHONE LINE Q ROAD FRONTING THE PROPERTY(2014 OREGON FIRE CODE SECTION 5051) z T TELEPHONE CONDUIT —V_v BURIED WATER LINE 3 DECORATIVE MATERIALS SHLLBE MAINTAINED INAFLAME-RETARDANT CONDITION(2014 OREGON FIRE CODE SECTION 8061) SHEET NUMBER O SS BURIED SANITARY SEWER 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 FTRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR(2014 OREGON FIRE CODE SECTION 9061 1 AND SECTION 906 3 1) (POWER) SO BURIED STORM DRAIN T.2 GENERAL NOTES 4 LEGEND 3 NOT USED 2 , ■ . c ; •- &.;3 DISCLAIMER rc) \ \ ''K'L.,..,,,-6 o 1' ,6,0,, ' ,....,,,,_ ■,, ' --:2 4/...!. ,c,,,,,,,,t 'Oz. ZI. \4 l . THESE DRAWINGS VVERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY ALL PROPERTY LINES,EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF 1 •1 g • •MoDliee• \ , . „. ‘ \ CONSTRUCTION TAEC DOES NOT GUARANTEE THE ACCURACY Co) \ , • "SI OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS 8960 ALDERWOOD ROAD a4' ..<-7_,,, \ N , ' ._:_, o - ,, . ki., ' 0 .- , \ 1.4, r \ . 3 PORTLAND,OR 97220 .7.,:,;., \ /14 --:' - \C; '' '''.-- :. ,-,--,,, . . ...m. ..„,....,-..,-,\'',... , 0.. : . \\ \ ...... cz:in:: ::.,frt.■ ,:- 0.:. .,., . \O"; \tP" . ,.... . EXISTING PARKING LOT TechnologyitA.ssociates PNW MARKET OFFICE O ' ■ 7'7' -',._. „h.?. 7 7117 SW BEVELAND STREET, uo. SRUDI T,(E.)F'l T8006 -=::,.,,,......,--, ,,,,.,,,,...,,,,,•'\''''-',,,-,,,.,,,,,„,----'''-'--,,,,•--.,,____.-' ,,''---*''''''''''''''',...----. - '' BE xu 1 1 si_Or 1 1 NN GG \ I a .4-1,..' 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Z a, \ I SHEET NUMBER X A-2 II i X / ENLARGEDSITE PLAN o 1. 2• 3 SCALE: 3/8"=1'-0"(24x36) ® (OR) 3/16"=V-0*(11x17) 1 IT ••MoDile• 8960 ALDERWOOD ROAD DISCLAIMER PORTLAND,OR 97220 1 EXISTING LOWER COLLAR MOUNTS TO BE FIELD VERIFIED FOR SAFETY CLIMB OBSTRUCTION FOR OBSTRUCTIONS ISSUES, /• COLLAR MOUNT IS TO BE ROTATED FOR ACCESSIBLE SAFETY CLIMB Technology `°Associates 2 CAPACITY OF THE TOWER TO SUPPORT PROPOSED LOADS IS TO PNW MARKET OFFICE BE DETERMINED BY OTHERS 7117 SW BEVELAND STREET, /�TOP OF EXISTIN MONOPOLE TOP OF EXISTING MONOPOLE SUITE 101 Y ELEV 116 EAGL G - EXISTING ANTENNA BY OTHERS(TYP) ELEV 116 8'AGL EXISTING ANTENNA BY OTHERS(TYP) TIGARD,OR 98006 EXISTING T-MOBILE COMP (2 TOTAL-(1)MOUNTED TO POST EXISTING T-MOBILE COMP (2 TOTAL-(1)MOUNTED TO POST OF EXISTING ICEBRIDGE AND(1) OF EXISTING ICEBRIDGE AND(1) MOUNTED TO PIPE ON MONOPOLE) YI_1u MOUNTED TO PIPE ON MONOPOLE) - TO REMAIN EXISTING T-MOBILE FRIG I EXISTING T-MOBILE FRIG CROWN (1 PER SECTOR,3 SECTORS,3 TOTAL) (1 PER SECTOR,3 SECTORS,3 TOTAL) TO REMAIN (�L TOP OF NEW T-MOBILE ANTENNAS y CASTLE Y ELEV.104'-0"AGL TOP OFEXISTING T-MOBILE ANTENNAS _ T I-=a# TOP OF EXISTING T-MOBILE ANTENNAS —II`�I{rt ---I_', WESTLAKE UNION CENTER ELEV 102 0"AGL C / ■! I'II • I EXISTING T-MOBILE PANEL ANTENNA pl I� EXISTING T-MOBILE PANEL ANTENNA .1 g'II' 1505 WESTLAKE AVE NORTH SUITE 800 RAD 9 ELEV 102'-0"AGL / I, yIW ill I� �'', TMBXX-6516-R2M liP ELEV 15 TER OF EXISTING T-MOBILE ANTENNAS _ _ / �1 (2 PER SECTOR, -- _- SEATTLE,WA 98109 (2 PER SECTOR,3 SECTORS,6 TOTAL) I I i (2 PER SECTOR,3 SECTORS,6 TOTAL) ELEV 100'-0"AGL �': RAD CENTER OF BUSTING 8 NEW T-MOBILE ANTENNAS TO REMAIN I ELEV.100'-0'AGL EXISTING T-MOBILE ANTENNA-TMBX-6516-R2M EXISTING ANTENNA MOUNT EXISTING ANTENNA MOUNT (1 PER SECTOR,3 SECTORS,3 TOTAL) WITH PLATFORM AND HANDRAIL a NEW T-MOBILE ANTENNA-SBNH-1D65C-V1 WITH PLATFORM AND HANDRAIL TO BE REMOVED AND REPLACED NV(1 PER SECTOR,3 SECTORS,3 TOTAL) EXISTING UNIVERSAL PIPE MOUNT EXISTING MICROWAVE BY OTHERS(TYP) 1 'j, r EXISTING MICROWAVE BY OTHERS(TYP) Ilv 0 09/152015 ISSUED FOR 10o%CDREVIEW MGM ©NEW T-MOBILE FRLB I IIN(1 PER SECTOR,3 SECTORS,3 TOTAL A MI ISSUED FOR SON ED REVIEW CBS REV DATE DESCRIPTION BY EXISTING UNIVERSAL PIPE MOUNT ��� D PROFFS ��<0 NG� EFQ `S/O I ct 84 PE c- i N co <<\A OREGON o° EXISTING 116 6'HIGH MONOPOLE EXISTING 116 8'HIGH MONOPOLE is ER 19 ti J w q0 D I AGOG N N IRNWA ATE LMS 4 s (18)EXISTING COAX CABLES (18)EXISTING COAX CABLES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION _, OF A LICENSED PROFESSIONAL ENGINEER, Z TO ALTER THIS DOCUMENT C O o u p P001339B ‘`c, Q EXISTING T-MOBILE TIGARD O FCOA CABINET WITH NEW FBBC EXISTING T-MOBILE F I PURCELL CABINET EXISTING ICEBRIDGE ® 10257 SW CASCADE AVENUE EXISTING ICEBRIDGE EXISTING T-MOBILE (TYP) EXISTING T-MOBILE (TYP) PURCELL CABINET U TIGARD,OR 97223 LTRASITECABINET ; EXISTING T-MOBILE EXISTING CHAINLINK EXISTING CHAINLINK ULTRASITECABINET MONOPOLE FENCE WITH BARB EXISTING ACCESS FENCE WITH BARB I x WIRE(TYP) GATE(TYP) WIRE(TYP) :1 \ EXISTING ACCESS 8 I I GATE(TYP) SHEET TITLE Jim' lima- � l ���� 11�E�E�� W F F s .fi° ar • X k CjQLll I _ _I` . -Y, .'-=. � _ Y P f r ' r 1111 III _,_ ') .� '-,,,-%; . ? ;. 1111 • IIII ' 1 4 :- S. -- IIL ill ELEVATIONS• w FINISH GRADE - , --., u e -0 , . _ -.- - L' I ,,b ____ FINISH GRADE I` ,,. , 1'V a K '.'y,. ,: .: ---- �ELEV.O'-0"REF �IILJIp II I IIHII�iI—I'—III—IIHII I.1,1 I�H,_LI—IIf—III—IILIHII IlFili II—III II II Il- YELEV.0'-0"REF Iii II I—IIF-IIHIF-ill III�I III—II III—III—III II— I—III—IIHII�II—III—III—IIHIN II—II III II II- 311ATItTg I!=1TAIIAVAI Tialidll� —IMAVAT I-14--iiAT' i lliA liTL—�II�I? !II IrIIH�=1� II�II�I IIi�ii ll l ll�l)I �ll l I� II�II>.�1�111TI 1 II VIII PI IFII �F=1 I Ili 111 I�IILlil-111 1 I1, -1L� =1=-1T,-+1-IInI--III II TI�a nal� II ICI H I LL I_ �I_I 1 z 311A 111 III i-111111.e1iEllF-MIl it leII Tr11MI-TI-1TI MITE-1111 -Ia -I11-(1-I-Tf_ �1=11EII II-III 'Z-aTI 11--IElET vial If=T 1f1I1,r111J T 2 SHEET NUMBER o SCALE' 1/8"=1'-0"(24236) SCALE: 1/8"=1'-0"(24236) A-3 (EXISTING)) ° z 4 8 1 NORTHEAST ELEVATION (FINAL) °® (GR) ,,,6"=,' („ 36 2 Z NORTHEAST ELEVATION EXISTING ® (OR) ,1/8.=1-0'(24x36 • • --Mobile- 8960 ALDERWOOD ROAD DISCLAIMER PORTLAND,OR 97220 1 EXISTING LOWER COLLAR MOUNTS TO BE FIELD VERIFIED FOR SAFETY CLIMB OBSTRUCTION FOR OBSTRUCTIONS ISSUES, COLLAR MOUNT IS TO BE ROTATED FOR ACCESSIBLE SAFETY CLIMB Technology Associates 2 CAPACITY OF THE TOWER TO SUPPORT PROPOSED LOADS IS TO PNW MARKET OFFICE BE DETERMINED BY OTHERS 7117 SW BEVELAND STREET, TOP OF EXISTING MONOPOLE 0 TOP OF EXISTING MONOPOLE SUITE 101 ELEV 1168'AGL EXISTING ANTENNA BY OTHERS(TYP) ELEV 1168'AGL EXISTING ANTENNA BYOTHERS(TYP) TIGARD,OR 98006 EXISTING T-MOBILE FXFB NEW T-MOBILE FRLB I� MOUNTED ON UNIVERSAL MOUNT �,� YI'I (1 PER SECTOR,3 SECTORS,3 TOTAL (2 TOTAL) ' ' TO REMAIN EXISTING T-MOBILE FXFB EXISTING T-MOBILE FRIG IIII„• MOUNTED TONTAL,D ON UNIVERSAL MOUNT (1 PER SECTOR,3 SECTORS,3 TOTAL) INI CROWN TO REMAIN EXISTING T-MOBILE FRIG CASTLE TOP OF NEW T-MOBILE ANTENNAS �. ELEV.104'-0'AGL It (1 PER SECTOR,3 SECTORS,3 TOTAL) TOP OF EXI0B-11 T-MOBILE ANTENNAS '�I I IY ELEV 102'-0"AGL I •II� / • 'II1�1- WESTLAKE UNION CENTER .-1111- 4-1 TOP OF EXISTING T-MOBILE ANTENNAS EXISTING T-MOBILE PANEL ANTENNA p EXISTING T-MOBILE PANEL ANTENNA 1505 WESTLAKE AVE NORTH SUITE 800 _ _ TMBXX-6516-R2M ELEV 102'-0"AGL / lil TMBXX-6516-R2M RAD CENTER OF EXISTING T=MOBILE ANTENNAS / -000- _ ELEV 100'-0"AGL t Milli- (2 PER SECTOR,3 SECTORS,6 TOTAL) 1 IIII- (2 PER SECTOR,3 SECTORS,6 TOTAL) SEATTLE,WA 98109 _E_= TO REMAIN 0 RAD CENTER OF EXISTING 8 NEW T-MOBILE ANTENNAS ,�R17_a,= ELEV.100'-0•AGL , EXISTING T-MOBILE ANTENNA-TMB X8516-R2M EXISTING ANTENNA MOUNT EXISTING ANTENNA MOUNT - (1 PER SECTOR,3 SECTORS,3 TOTAL) WITH PLATFORM AND HANDRAIL S NEW T-MOBILE ANTENNASBNH-1065C-V1 WITH PLATFORM AND HANDRAIL TO BE REMOVED AND REPLACED Iry(1 PER SECTOR,3 SECTORS,3 TOTAL) EXISTING UNIVERSAL PIPE MOUNT 1 I f !Iii- EXISTING UNIVERSAL PIPE MOUNT - y' o o9n srzots IssueD FOR looxc0 REVIEW MAN // u A OB/19l10t5 ISSUED FOR 90%CO RENEW CMB I. 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L ,---------\FFF fff .@o CM, / 1.7 4/ S. • r�i CROWN CASTLE WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 NOT USED SCALE N.T.S. 10 NOT USED SCALE N.T.S. 7 ANTENNA SPECIFICATIONS SCALE N.T.S. 4 A ANTENNA SPECIFICATIONS SCALE 1 N.T.S. SEATTLE.WA 98109 LTE 700/BAND 12-FRLB RF MODULE TYPE RRH,1 UNIT PER SECTOR MIMO 2X2 DIMENSIONS.FisWsD 15.75'r 15.75'•5.9' WEIGHT 59.52 lb 0 CM 152015 ISSUED FOR I00%CO REVIEW MGM 16W. 16MHz UL/DL A OS 152015 ISSUED FOR KIM CD REVIEW COB REV DATE DESCRIPTION BY ��QED PROFFS ���5 NG� FF sip1, „_ 84 PE 9 G1�a_�,L_,�; ;_ tqi' 4�9u1 - I �r f *,,,,' N�-3 OREGON boo co cMBER�9 _�`vJ n PERSPECTIVE VIEWS: q0 D I.x!^O . 1 RENEWAL DATE 411215 IT IS A VIOLATION OF LAW FOR ANY PERSON a NOT USED SCALE SCALE SCALE SCALE IT THEY ARE ACTING UNDER THE DRECTIO, W 11 NOT USED 8 NOT USED 5 FRLB 2 DFA"DEOKPROFESSIONAL DOO M INFER N.T.S. N.T.S. N.T.S. 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ELECTRICAL GROUNDING SPECIFICATIONS 1 GROUNDING SHALL COMPLY WITH ARTICLE 250 OF X /// ,°° •.,, \� ■■Mobile®■i' °\ THE NATIONAL ELECTRICAL CODE CURRENTLY IN / /• \ EFFECT FOR THE AUTHORITY HAVING (\ JURISDICTION / X I 2 ALL GROUNDING DEVICES SHALL BE U L LISTED --- X 8960 ALDERWOOD ROAD FOR THEIR INTENDED USE ° ° PORTLAND,OR 97220 3 GROUND WIRES SHALL BE TINNED#2 AWG BARE / ----- X / ° ° SOLID COPPER UNLESS OTHERWISE NOTED / /' 4 CONNECTIONS OF ALL GROUND WIRES TO THE 7• GROUND RING SHALL BE EXOTHERMIC / h ° ° (CAD-WELDED),UNLESS OTHERWISE NOTED AND `F // SHALL BE INSTALLED IN ACCORDANCE WITH Technology Associates MANUFACTURER'S RECOMMENDATIONS AND T-MOBILE WIRELESS BROADBAND STANDARDS X ° PNW MARKET OFFICE 5 GROUNDING CONDUCTORS SHALL BE ROUTED \ ° 7117 SW BEVELAND STREET, ALONG THE SHORTEST AND STRAIGHTEST PATH ��l�1. SUITE 101 POSSIBLE WHEN REQUIRED,GROUND LEADS F-� ) .. ... r/ TIGARD,OR 98006 SHALL BE BENT TO A MINIMUM OF 8"RADIUS ) 6 WHERE GROUND WIRES ARE ROUTED FROM ANY x 4 .. CONNECTION ABOVE GRADE TO THE GROUND RING _ INSTALL WIRE IN 3/4"HEAVY WALL LIQUID TIGHT !� ,�'°1 .•.. I ° FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" ' \ BELOW GRADE AND SEAL THE TOP WITH SILICONE \ 0•' 9 , \ • / °° r CROWN SEALANT r CASTLE a:x illi\ \ 7 ALL GROUND BARS SHALL BE TINNED,1/4"COPPER, °. NEW#6 AWG FROM FBBC /1•SECTOR BARS 2",COLLECTOR AND MOB BARS 4", - \ •./I' TO(E)GROUND BAR(TYP.)• OF SUFFICIENT LENGTH TO ACCOMMODATE ALL REQUIRED CONNECTIONS WITHOUT DOUBLING / VVESTLAKE UNION CENTER LUGS,AND EACH INSTALLED WITH ISOLATORS m'lC�i `S'.' .' . '/"/,': ..\",‘ 1505 VVES SEATTLE,WA NORTH 109SUITE 800 WHEN CONNECTING GROUND BARS(WITHIN 10 x *a'. . p•^(!'');.." •/'., \ NEW MECHANICAL LUG FEET OF GRADE)DIRECTLY TO THE GROUND RING, •' 1 +• I ; � CONNECTION(TYP.) 2 EA#2 SOLID DOWNLEADS SHALL BE CAD-WELDED 1 1 i f>K v \ , TO THE GROUND BAR,1 AT EACH OPPOSITE „ 0 0 / D BOTTOM CORNER,AND EACH SHALL RUN IN 3/4” _ ,\ % ' •"� sUMl�,,� , , ,� - (E)GROUND BAR(FIELD HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT \ t�\lh\`"\ °•"� ° FROM GROUND BAR DOWN TO THE GROUND RING VERIFY LOCATION) ® ° ° ° WHEN CONNECTING SECTOR GROUND BARS, x 1' 4 1! �;:-'°/ •. \ `� \(TVP) ° ' DAISY-CHAIN THE GROUND BARS AND RUN 1 EA#2 p\ ,� ' i J ° AWG STRANDED COPPER WIRE WITH THWN A` `1� ° INSULATION FROM THE MIDDLE GROUND BAR TO E ^1G �'�♦9 ' \ 1{\'x\(\\1 ° 0 09nsrzols ISSUED FOR loo%CD REVIEW MGM THE GROUND RING AND CAD-WELD TO THE RING \ t�l' iiiji�; "'. ;. •` `\` � °• \ Ui 'A,, W� �+� \ \\ \\ X ° A 08/15/2015 ISSUED FOR 90A CO REVIEW OMB B WHEN ATTACHING STRANDED GROUND LEADS TO x .:•r Yt f bJ>b v',`� \. ..` ♦ ° ° ° /• REV DATE DESCRIPTION BY THE GROUND BARS,2 HOLE COMPRESSION LUGS 'i• i W'" 111 ZF 1" w / ° • ' ° (((U, SHALL BE USED,PROTECT WAR WEATHERPROOF W ,>, ■ s , i 0\V-$4,''.47:SWaitt•w S HEAT SHRINK,AND WITH A THIN COAT OF"KOP'R ',, ♦ . GY7,.Vi •°'�°SHIELD"OR EQUIVALENT PROPERLY APPLIED AND 'ilr\N"r?`+ tp!!1l� �' 3s �'"- ':� /� ,ATTACHED ONLY WITH STAINLESS STEEL CIple.. ' �"D•p `p4 ` R^"" R � 8�: �:�� `, �j E FCC HARDWARE x IIIYL.;351i\ � i �Cr,\` `\ ° ° ,/ ° p�` ^I S v/ c, NEW MECHANICAL LUG .1 -,-='••'eIV �' ,,,````` _'- . w V ,(� CONNECTION VP. �1101W-A,N 'FID e - \ `\ �''f/�`� � Y ° ° ° c \v 'f Q 9 WHEN GROUNDING EQUIPMENT ENCLOSURES, ® R ) iati ° °_ PANELS,FRAMES,AND OTHER METAL APPARATUS, ` �* � ° ` p,1ABR AWG STRANDED COPPER WIRE WITH THWN \ (E)SECTOR GROUND BAR ' i M' °° ° .' $4 PE r© W ;>_ INSULATION SHALL BE ATTACHED UTILIZING A 2 (FIELD VERIFY LOCATION) `q�E'uu�.F \ I HOLE COMPRESSION TYPE LUG,PROTECTED WITH VW FYI') lu \ `o ' 'I °° WEATHERPROOF HEAT A CLEAN AND CORROSION x - �I Gr�!� , l /° FREE METALLIC SURFACE UTILIZING STAINLESS _ 1 1 p��4� ° ° ° (/0•�� STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE p1il11sUi r ° 10 BELOW It1 '/�� '' \ �__�,� i � J �° . N co •10 PREPARE ALL BONDING SURFACES FORGROUND ��• @i �� i , j °° �X) OREGON(�o�CONNECTIONS BY REMOVING ANY AND ALL PAINT x ,Ny7�tG� // T g v AND CORROSION TO SHINY METAL FOLLOWING � '"� '✓/ E CAD-WELDED CONNECTIONS TO NONCOPPER �1 �i\•*e ���r' `�j BERN O4� w SURFACES,APPLY ONE COAT OF ANY IBU III GG ! ��� \ O U ANTI-OXIDIZING PAINT,"COLD GALV"OR p%� `♦�, DI A`" EQUIVALENT Il �4i4 .O ) ° w x 1 II A 11 GROUND RODS SHALL BE COPPER-CLAD STEEL !! ' A 5/8"x10',SPACED NO LESS THAN 10'ON CENTER �-.� N i� (r • ,� RENEWAL DATF u IInlS 0 12 ALL GROUND SYSTEM CONDUCTORS AND 'y E� \• \ \ IT IS UOIOLAIFON OF LAW FOR ANY PERSON. CONDUITS SHALL BE SECURED UTILIZING ONLY ©NEW#6 AWG FROM FRLB O `��o1I� % UNLESS THEY ARE ACING UNDER THE DIRECTION w NONMETALLIC,NON-CONDUCTIVE,UV RATED ®TO(E)SECTOR GROUND BAR(TYP.) �yG oFA uCENSED PROFESSIONAL ENGINEER. CLAMPS,BRACKET,AND OR SUPPORTS x �j TO ALTER THIS DOCUMENT. te 1111. 0 D 13 WHEN REQUIRED,THE CONTRACTOR SHALL \1' 6 ENGAGE THE SERVICES OF TI INDEPENDENT © NEW#6 AWG FROM ANTENNA ° ° P001339 B TESTING FIRM TO VERIFY,UTILIZING A MEGGER p ®TO(E)SECTOR GROUND BAR(TYP.) w TEST,THAT THE RESISTANCE TO EARTH OF THE x e \ NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN 9 ce O 5(OHMS)A COPY OF THE COMPLETE TESTING D LL REPORT SHALL BE PROVIDED TO THE T-MOBILE REPRESENTATIVE . 1.0 ° TIGARD• 8 g \14. ALL MATERIALS AND HARDWARE SHALL BR r�1 ° ° i INSTALLED IN A WORKMAN-LIKE MANNER IN _ ` y ACCORDANCE WITH MANUFACTURER'S /� \ O RECOMMENDATIONS,AND DEFINED IN NFPA-70 AND • F APPROVED BY A,H,J, .- .• \ \ \ 10257 SW CASCADE AVENUE x TIGARD, OR 97223 N MICCONNECTION - \ MONOPOLE • EXOTHERMIC . . \• MECHANICAL CONNECTION " ' . . A . •• \ SHEET TITLE J c.rgq EQUIPMENT GROUND BAR ,• S ANTENNA GROUND BAR(AS REQUIRED) \ GROUNDING .T *1_ #2 AWG GROUND LEAD(AS REQUIRED) w -,.< PLANS 'A NOTE \ 01.1% 4 \ C'r 1 CONTRACTOR SREQUIREUNDBARS -I®\- SHEET NUMBER M AND GROUNDING CONNECTIONS AS REQUIRED / V/V 0 tu \ /7- /T \ G- 1 o SCALE SCALE NOTES & LEGEND N.T.S. 1 EQUIPMENT AND ANTENNA GROUNDING N.T.S. 2 NOTES EXISTING#6 AWG ..G STRANDED CU NEW FBBC GROUNDING KIT'#6 AWG 1 PROVIDE NO-OX GREASE AT CONTACT a.... WIRES TO EXISTING EQUIPMENT STRANDED Cu WIRE WITH GREEN,600V, SURFACE BETWEEN LUG AND GROUND BAR , - _ THWN INSULATION OR BLACK 2 CONTRACTOR WILL VERIFY BUSS BAR ���� . . . .Mobile• GROUNDING TO THE TOWER OR RING "� "' TYPE HS TYPE 2-VA-2 TYPEXA TYPE YA-2 TYPE GT 3 GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC 8960 ALDERWOOD ROAD r- — ' CONNECTION. PORTLAND,OR 97220 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ©© O EXISTING MAIN GROUND BAR TYPE TA TYPE VN TYPE NC TYPE S5 TYPE GY 00 000000000000000000000000 OO TechnologyAssociates 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s _ I — 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � , ��~' PNW MARKET OFFICE FFIC E 7117 SW BEVELAND STREET, ET, SUITE 101 TIGARD,OR 98006 J I \__/ \_ TYPE VV TYPE VS TYPE VB TYPE PT TYPE GR EXOTHERMIC WELD TWO-HOLE LUG,BOLTED TO .— GROUND BAR USING 3/8"-16 z 1 NOTE 1/4"STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE. ,J EXISTING(2)#2 AWG SOLID TINNED BARE CU WIRE ER ICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES CONSULT WITH PROJECT TO EXISTING GROUND RING MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT CROWN v CASTLE WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 NOT USED SCALE N.T.S. 10 MAIN GROUND BAR SCALE N.T.S. 4 EXOTHERMIC WELDING N.T.SE 1 SEATTLE,WA 98109 NOTES WEATHERPROOFING " 12"TO 24"/ 1 ALL HARDWARE BOLTS,NUTS, KIT(SEE NOTE 3) MIN WIRE SIZE BURNDY LUG BOLT SIZE LOCK WASHERS SHALL BE STAINLESS STEEL ALL ANTENNA CABLE CABLE HARDWARE ARE TO BE AS CONNECTOR #6 AWG GREEN INSULATED YA6C-2TC38 3/B"-16 NC S 2 BOLT FOLLOWS BOLT,FLAT WASHER,GROUND BAR, 0 09/152015 ISSUED FOR 100%CO REVIEW MGM #2 AWG SOLID TINNED YA3C-2TC38 3/B"-16 NC S 2 BOLT GROUND LUG,FLAT WASHER, IlMr -i LOCK WASHER AND NUT A 09/1612015 ISSUED FOR 9096 CO REVIEW CMS x #2 AWG STRANDED YA2C-2TC38 3/S-/6 NC S 2 BOLT 2 COPPER SHIELD,ANTIOX,CR REV DATE DESCRIPTION BY C ¢ ._---- NO-OX OR EQUIVALENT SHALL CABLE GROUND KIT #2/0 AWG STRANDED YA26-2TC38 3/8"-16 NC S 2 BOLT BE PLACE WHERE ALL DISSIMILAR METALS CONNECT I,, ����D P^OF�^ #4/0 AWG STRANDED YA28-2N 12"-16 NC S 2 BOLT R J' #6 AWG STRANDED Cu WIRE WITH 3 ALL LUGS ARE TO BE f c GREEN,600V,THVVN INSULATION OR INSTALLED PER BLACK(GROUNDED TOG GROUND BAR) MANUFACTURER'S �f,\� GI `�.Cl �/QHEAT SHRINK SPECIFICATIONS V ,1"(CLEAR HEAT SHRINK INDOOR 8 BLACK HEAT SHRINK OUTDOOR) 4 ALL LUGS MUST HAVE 4 PE v ANTENNA AND/OR GPS CABLE BURNDY GROUND LUG INSPECTION WINDOWS CONNECTION (SEE TABLE FOR SIZE /. Ch i AND MODEL) t BURNDY GROUND LUG eL NUT(TVP) (SEE TABLE FOR SIZE () CO i. AND MODEL) o NOTES LOCK WASHER A�OREGON no 1 (TVP) _ BARE WIRE TOT BE V 1 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS FLAT WASHER NO-OX AT BOTH ENDS lr FMB ER 1g DIRECT GROUND WIRE DOWN TO GROUND BAR (TVP) - - *_'■ w 2 GROUNDING KIT TYPE SHALL BE APPROVED BY VZW PRIOR TO INSTALLATION O — - �� D I AGOG GROUNDING F 3 WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING ���� nI CONDUCTOR w TAPE KIT,COLD SHRINK SHALL NOT BE USED. GROUND BAR h FLAT BOLT(TYP) RENEWAL DATE u LnJS W TYP) C IT IS A VIOLATION OF LAW FOR ANY PERSON. s SCALE 11 NOT USED SCALE I 8 CABLE GROUNDING SCALE 5 MECHANICAL LUG SCALE I UNLOESS THEY TO ALTER PROFESSIONAL ENGINEER, NOT USED N.T.S. N.T.S. N.T.S. N.T.S. 2 C 0 0 NOTES. W I. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR Q R 0 rc D 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. I 00 1339 B 0 0 3 GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION ANTENNA AND FRLB GROUNDING KIT. H #6 AWG STRANDED Cu WIRE WITH TIGARD Z GREEN,600V,THWN INSULATION OR N BLACK 0 rc TWO-HOLE LUG,BOLTED 10257 SW CASCADE AVENUE a I I I I /B.GROUND BAR AIN STAINLESS N " ' I STEEL HEX UNIT BOLTS TIGARD, OR 97223 --- — AND HARDWARE. MONOPOLE 0 on, 0 0 0 0 -- TING4"x2z1/4"N 0 V O O O 0 THKTINNED SHEET TITLE a 0 O GROUND BAR ON i 0 0 0 0 0 0 0 0 WALL,FLOOR OR ON i O O O O O O O O ANTENNA TOWER GROUNDING I- O DETAILS ul S 10 I . z 2 SHEET NUMBER o I- G-2 NOT USED SCALE 12 NOT USED SCALE 9 NOT USED SCALE 6 SECTOR GROUND BAR NCASE 3 N.T.S. N.T.S" N.T.S. . , •¶• ••Mobile®• MOTE: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 8960 ALDERWOOD ROAD 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. PORTLAND,OR 97220 3. TAGGING: • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OFJUMPERS AS CLOSE TO ' EACH END AS POSSIBLE.(NOT TO INTERFERE WITH WEATHERPROOFING.) Technology Associates 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY TV ON CENTER.CONTRACTOR SHALL PNW MARKET OFFICE SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 7117 SW BEVELAND STREET, 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM SUITE 101 CONNECTION.(SEE STEP 4.) TIGARD,OR 98006 6. PROVIDE HEAT ENRINK IN PLACE OF TAPE FOR QUAD POLES AND 17M5.HEAT SHRINK SHALL BE•CANUSA"WD-H ADHESIVE. CROWN ANTENNA AND COAX GENERAL NOTES: aL% CASTLE 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH i SUITE 800 2. COAX COLOR CODING:ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM SEATTLE,WA 98109 TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES.FOR OMNI SITES, USE THE ATO,850,8 GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING r WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1-AT ANTENNA CONNECTION N2-AT ENTRY TO EQUIPMENT CABINET o 09/15/2 ms ISSUED FOR mo%cO REVIEW MGM A 08/18/2 015 ISSUED FOR 90%CD REVIEW CMB 5. RUN COAXIAL CABLE WITH MINIMUM 12'SLACK 6 12'FROM EDGE OF EQUIPMENT CABINETS,ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE).UP TO TOWER LEG(IF REV DATE DESCRIPTION BY APPLICABLE),6 DISTRIBUTE TO EACH ANTENNA DEVICE FURNISH AND INSTALLA MINIMUM OF(3)GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS.VERIFY NUMBER OF ANTENNAS,CABLE.A CABLE DIAMETER WITH PROJECT ��� p PRO,cFS MANAGER. mac\% NGI EF,Q s/o pAA 2 ELECTRICAL TAPE 3 LAYERS WITH 7TAPE AND 3 8`t PE 9r LAYERS IN 24'TAPE(ALL WITH MINIMUM SPX.OVERLAP). BUTYL TAPE ALL TAPE ENDS SHALL BE CUT(DO NOT STRETCH). L(,b.— CONNECTORS(VIP) ELECTRICAL TAPE(1 LAYER) (ALSO KNOWN AS MASTIC,TAFFY TAPE) COATl41TH 3M SCOTT}O:OTE SPRAY SEALER l Tij co t 2-14 -- --�`'---/�r/r,, N, OREGON o0 , 1,j,__. _L.. ,_ ,,,i, :,.-7„ l'' 4' ,,t' ,t, 4- Imo` L �MBER19 �J _ )/ % ��/) i ice, r/ ;/ (iFi�/T—/� �, ;_;i_� � % ri %(� �i �/iT_ r r�; qp DI AGO jr- !�///, [ RENEWAL DATE: za15 } w STEP 1 STEP 2 STEP 3 STEP 4 y/ K )/ )J IT IS A VIOLATION OF LAW FOR ANY PERSON, J ��j �`�� UNLESS HED ARE PROFESSIONAL ERTHE DIRECTION ENGINEER, w COAXIAL CABLE WEATHERPROOFING OP ER THIS DOCUMENT w SCALE:NTS u 11 P001339B ce 0 0 TIGARD z 0 LOADING CHART GROUND SCOPE CHART x - 10257 SW CASCADE AVENUE ,..:11 COLOR/ ANTENNA/COUNT VENDOR AZIMUTH MECHANICAL ELECTRICAL RADIATION COAX CABLE COAX AMOUNT CABINET CABINET SUPPORT BASEBAND BASEBAND RADIO UNIT RADIO UNIT COVP TYPE COVP TIGARD,OR 97223 m SECTOR MODEL DOWNTILT DOWNTILT CENTER LENGTH &SIZE TYPE QUANTITY CABINET TYPE QUANTITY TYPE QUANTITY QUANTITY -(RED) iPI ULTRASITE 2 PC AC SUPPORT ESMB 1 FXFB 2 NSN 2 MONOPOLE x 2/TMBXX6516-R2M ANDREW OUTDOOR CABINET*RF FSME 2 FRIA 3 - - ALPHA 1/SBNH-1065C-V1 COMMSCOPE 25° 0° 0° 100'-0" 115' (2)7/8" B _ SHEET TITLE (GREEN) PC AC SUPPORT 1 CAB+RF FSMF 2 FRIG 3 D N BETA 2/TMBXX-6516-R2M ANDREW ,45• D• D° 100-0" 115' (2,„e„ RF DETAILS 1/SBNH-1D65C-V1 COMMSCOPE O FCOA 1 FBBC 1 FRLB 3 p (BLUE) C I 2 2/TMBXX-6516-R2M ANDREW GAMMA 1/SBNH-1D65C-V1 COMMSCOPE 265° 0° 0° 100'-0” 115' (2)7/8" ---- SHEET NUMBER E •'PER RFDS i VERSION:2 DATE:6/22/2015 R F I RF DETAILS SCALE 1 • • • •Mobile°• NSN Configuration 701A_RUSq_U2100 on Gnd- 2015 8960 ALDERWOOD ROAD Tower-Top RRU (L700 RRU Un diplexed) , 1 PORTLAND,OR 97220 (1 Sector of cabling shown for clarity) Legend LTE 700 Technology Associates I Quad 700/AWS PNW MARKET OFFICE LTE 7117 SW BEVELAND STREET, 1 SUITE 101 :I TIGARD,OR 98006 Gamma LTE Beta GSM--UMTS AWS AWS 6 5 4 3 6 5 43 PCS UMTS LTE 700 GSM A t.... (Alpha) AWS (Alpha) �7 S M (Alpha) CROWN RET ( (Alpha) � CASTLE chained IPCS across UMTS WESTLAKE UNION CENTER sectors 1505 VVESTLAKE AVE NORTH I SUITE 800 4 3 2 1 PCS SEATTLE.WA 98109 10 9 8 7 I a 5 4 3 = 2 al aII Ii GSM & qh ; e4 . UMTS I ■r mil 1 �1 AW S 0 09.152015 ISSUED FOR 100%C0 R EW 111 �.-- 1 MSG - UMTS J — A 08/15']015 ISSUED FOR 90%CD REVIEW CM k. 1 _ 0 ` REV DATE DESCRIPTION BY''' A ik • ■■ Ilk 1, �� ED PROFESS ® MI= C IMMO • iGr� lir o Twin a New Equipment 5 GI c �� FDer S?,:.Ner G01 ; CO_' 'Ai r, 'O N F -- s ® n Jumper 0 ;O1 �, 00101 ,0-1D WI AWS � 2 gs o G. "1 1 II 1 [ TMA 84 PE �� E �. o G. ►,rrrrlrn ;++nrrlrn+tar+nn+rr 3 % Upgraded mow .- 5 1111111111110 == Top FXFB ti ■ R = _ equipment Gt °`" cc. Future COVP ;UMTS+GSM — – — – N CO a FRIG PCS +i�� ( ItStyle2alreaJy �A OREGON o° at. 'roi : r0: ,1�1 4:: installed.reuse -r, - I Itl Reconfigured T / 0 101 oolo�� tr OrO.l AWS side on2 c` /� /14BER'\C S���� 1 el.o. ` TMAs and cap off equipment �q Ow • '" �I 1 Itrnr111 {rlrrr+1rr111.1 'U'UMW' PCS side m D DIAL I1 - , ti 1 = �• Previous Modernized Config: W 'i'r"rJ J ,./yet , GAMMA r,ry 5 n r,n Rota s i �„ Sera& 5eaor �� Rem. • SerJnr Ill) In N_1.A_000 h _■ VannrH Gannw -_ ;' - N iA 005 [ RENEWAL DATE: u Jznrs SrS Hyllyd Tf1Wt?J IT IS A VIOIATION OF LAW FOR ANY PERSON Q _^�� Tome — - • UNLESS THEY ARE ACTING UNDER THE DIRECTION 1d ,•._,1.1,.1 (Power B Fiber) I Gror.+r1 Main Coax I of A LICENSED TER PROFESSIONAL ENGINEER G ,nd w di Ili .— U W ,.� ';>r ,.j:/ (CSR) Ground P001339B 7705 CSR Bar ;. - RF Juniper �' TIGARD z insn7c oFF;.c:.. ,�ray , I. (90°connect•. / /■ RF Jumper o FSMF+ °) I to Support Cab i IiiI 1i1 (90°connector) FBBC J I I 10: O 10. FRIA 10257 SW CASCADE AVENUE w LTE ■■�■ter-1�■�■ S w AWS UMTS TI 97223 N ___ –-- ���� :::--= '4'_•�— 'IL II, ,!.,!.. TIGARD. OR 972 r h. o �' _- Id: 'G1�[o i01 `1 FRIA ESMB ■ *,•,,,�„ - 1 1 1 ;AWSUMTS MONOPOLE GSM _ I 1••,1,d r1Id+!AQ1 h•00,,,•1+T••,i•?,,•v u• 1102 m . 1 1 1 1 . : 1 ` ow ry° � 0 '0 Li FRIA SHEET TITLE e. i i1 ■ Man Power&Fber ;PIPL+1lq�rRYPN1ATATir•T4.T AWS UMTS RF DIAGRAM m FSME �� UMTS ■uuI•1ui••I•ier•i•erri••I•1•r•• . "L...I-1�� ' FSME o I< i l I I i-7 1 1 I 11 . 1.,..1-r.1.I...�.,.,.,•••∎• v :rV�PIUIUIa�1�1�1�P:•�P.�I�IR�l_ Mar Power 8 Fiber �••••m _••• I UMTS a 10 0 SHEET NUMBER RF DIAGRAM N ASE 1 RF-2