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Plans DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF MT ■Mobile ®w A CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. 8960 ALDERWOOD ROAD _ Y* tY ''nn ' PORTLAND,OR 97220 , a OE/VET) CITY OF TIG• ,I I PR Technology' Associates i * - ' ' '''\--,..1:: ).' :4L:''':' ' � ! � � ���� PNW MARKET OFFICE . ,,,...,,, .,„,,,,, .,,,,,,„: REVIEW EU IO ft CODE MP /�} OF TI {j 7117 SW BEVELAND STREET, E 101 Approved: [0---".......' �LOING r-, /4 TIGARDSUITOR98006 ADJACENT ZONING: OTC : 1 Li/ �1f""`N CITY OF BEAVERTON ) , Pcrmit#: �.h�(b-��� !!! �A CROWN Address: (o7'Si,��O- . ....-••-__-___E�►_� GCLE Suits , ',:11),„,.,' WESTLAKE UNION CENTER =�- � �� - 1505 WESTLAKE AVE NORTH I SUITE 800 'r 1' —1ir.ei . v SEATTLE,WA 98109 i it : ' ft4 -, ,.' ""...'..i.\ ..''''''-71' . _� 1 FFI�E COPS :I 0 10/09/2015 ISSUED FOR 100%CD HT 'y� ,p.: Lr A 09/15/2015 ISSUED FOR 90%CD REVIEW CUB "'"` fr `ty , -, ,.r---., REV DATE DESCRIPTION BY c C EXISTING TREE(TYP) - C f ':� v j,,, ` ' "'�• _ `t., a -^'-.. PR F , I t EXISTING TREE(TYP) ° 5 �� VAG' �(4 — - -' .- .T rte,,,' rw, ,, 'J SW SCROLLS FERRY ROAD — — PE ter` vim. E y} _ — _-PROPERTY LIN ' I /. '� !',o ,,,---',,,i("--" +..,---> t -9" `,-(16)‘r '�, N�.o, OREGON,..,o O ZONING: ti "•BER 1°� �� ADJACENT ZONING: ++ f T ® R-7 RESIDENTIAL I. - - '���'�"'N.- * •'� '�� ��0 �O o R-25 RESIDENTIAL RIVER TERRACE �y ,x4� `} -�-s .fy - � �— '" ` W RIVER TERRACE EXISTING T-MOBILE EQUIPMENT&ANTENNA APN:2S1060000100 `. t ' t ' a '^{ o � n. 1 x./ D z x p AREA,FOR ENLARGED SITE PLAN SEE: $ LI I Ali y - sz RENEWAL DATE: 1z1z0�5 �Y �y � t. l yyl _„„ �?} \ ,_ IT 15 A VIOLATION OF LAW FOR ANY PERSON. 4. ?+-..may , •0, aK. „j `s.. zYI I ... UNL05FSA L LENSED PR0HEY ARE IFESSi NAL ENGINEERNG UNDER THE TION Y .,,.L EI G `x.._w I r}� I- ----Th..,--- '- ^w �, ---',--/--)-',,,,-,1.,,,:, ^',r 4 1�, �� � ` ,�'; _. S .'EILL TO ALTER THIS DOCUMENT. ›' '0 4L - __-/ P001733D 4. 2 ,.. ,t . ,� 1 ' ,,,ys*� I ADJACENT ZONING' .•,� 1j o x-.---, :�.*.. „'n,, ( t .,G ~ 1 Rs�' - `. I, a R-4.5 RESIDENTIAL ,,�/, - ii , ,,• '6` , -,t „J t'� --r' 0; m.„. RIVER TERRACE % BUILDING SCROLLS FERRY ` ,,,,,,/,.4,9s. a . - _>::,,.a-'-" a. +.� BUILDING w • ,y, '�' -4, : ,. } ...,,,,;4,1 rX ;.. <�-p..f rx .t,..b yY _.EXISTING ACCESS ,-tr,� `.f j (TYP) :`?e. ...... t ROAD FROM SW & 175TH ST. ^" '3b .L� ',. 'a+ a ,S •� .. FRIENDLY LANE ,tr k 1 x'• "t-.' �` `" "..t.•'ys"k..,_. < Ss .r-'- � .. ali �"r..' `o- _.F -� y 705 SW FRIENDLY LANE < ,_ .� � rR �' ;. '� ti;. }j _ TIGARD,OR 97007r i ' MONOPOLE SW—FRIENDLY LANE ,- ,- y 1.. t e r-."i,,, M1 ,f- 4 ;•� ,.,. _ . ,r/ EXISTING ';''' , SHEET TITLE f s,. + BUILDING i r, tr TYP o !A (ri W .. .: .� -,�: t , ` _ ,� , ,.. SITE PLAN r -'4 / Fa r 1WI EXISTING f f. .� I ' ? y BUILDING I SW LUKE LANE G�, SHEET NUMBER o A- 1 SITE PLAN 50• 0 25 50� SCALE: : �=( ,�IU 3 1 (OR) 1n',- 50'-0"(10x1z.<7) 1 • NOTE: T OREGON STATE CODE COMPLIANCE: .•Mobile®• ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH IF SAFETY CLIMB LINE IS I. bile, 1■ ■ • RECEIVED Mobile® THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL OBSTRUCTED,SITE MAY GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT REQUIRE MAN LIFT OR CRANE. WORK NOT CONFORMING TO THESE CODES: -2014 OREGON FIRE CODE APR 6 2016 B960 ALDERWOOD PORTLAND,OR 97220 0 -2014 OREGON ELECTRICAL SPECIALTY CODE SITE NAME: SITE NUMBER 2014 OREGON MECHANICAL P CIACODE • CITY OFTIGARD -2014 OREGON MECHANICAL SPECIALTY CODE ' -2014OREGON PLUMBING SPECIALTY CODE SCHOLLS FERRY & 175TH ST. PO01733D 3UILDING DIVISION -2011 OREGON REACH CODE -2014 OREGON RESIDENTIAL SPECIALTY CODE -2010 OREGON SOLAR INSTALLATION SPECIALTY CODE Technology Associates -2010 OREGON MANUFACTURED EDSPECIALTY CODE PO01733D SCHOLLS FERRY & 175TH L700 FCD TAEC 10.09.2015 •2010 OREGON MANUFACTURED DWELLING INSTALLATION SPECIALTY CODE -LOCAL CODES AND AMENDMENTS — PNW MARKET OFFICE 7117 SW BEVELAND STREET, FCC NOTE: 16705 SW FRIENDLY LANE, TIGARD, OR 97007 SUITE 101 THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR TIGARD,OR 98006 I RADIO SUBSEQUENT AMENDN MENTS AND NDANCE WITHEREEQUIREM NTSIMPION ACTOSEDB STATEF 1996 RD CROWN BU#: 879602 BARROWS ROAD; APP #308750 SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. CODE COMPLIANCE CROWN Cr, CASTLE WESTLAKE UNION CENTER APPLICANT: TOWER OWNER: 1505 WESTLAKE AVE NORTH I SUITE 800 r-MOBILE CROWN CASTLE USA SEATTLE,WA 98109 8960 ALDERWOOD ROAD WESTLAKE UNION CENTER PORTLAND,OR 97220 1505 WEST LAKE AVE.N.,STE.800 SEATTLE,WA 98109 a __ a. .. a}-_,w _ w. PROPERTY OWNER: TOWER Bu:879602 BARROWS ROAD ° """" West 1SHEET DESCRIPTION CHRISTOPHER&SHERI RALSTON APPµ.308750 oha k ',... • - t j y.(�5�j n i ,'14900 SW 150TH """`°'"+8., ' d / : ° A - � t' TIGARD,OR 97224 r j "'"" k j + - 8 Ti- TITLE SHEET I . -+"" 0 I Raleigh Hills r 8 EF �r� ! T-2 NOTES&LEGEND SITE ADDRESS: f .., ja ,, 10/09120151 ISSUED FOR 100%CD HT 16705 SW FRIENDLY LANE ,,,,,,,„ k •��; �+ .T w` s _ r A-2 ENLARGED SITE PLAN REV DATEDESCRIPTIONIDESCRIPT ONCD REVIEW 6V TIGARD,OR 97007 SITE PARCEL NUMBER: EXISTING USE: �...., t f x-,.• - x 251060000100 UNMANNED TELECOMMUNICATIONS "" ° L t Garden Home $ �slT� ,- - A-3 ELEVATIONS �D PROF FACILITY 5 CA COUNTY: I. fr �• •0.4''''''''-9,1.50.- -'- A-4 ELEVATIONS C `� FS WASHINGTON COUNTY NEW USE: '�4"j •"'°'-` •,®,,.•. ° 1,.,,,�'^^" *.: _�,�,Y,F,;. J�U LS/ UNMANNED TELECOMMUNICATIONS � •a k , ......� j 4 p ., t -. ' A-5 DETAILS �� EI. ,., Q3 • JURISDICTION: s • ` a i�` '' CITY OF TIGARD FACILITY M' .+.1 k Metkger .e..rr "••. , 4 ,w, na . G-1 GROUNDING PLANS -57 .• ; G2 S PE ZONING: k .."''� .,.. 1 GROUNDING DETAIL E = R-7 TCS'j a,„„ ,.m., - r, .„ - e ` + S - t ': RF-1 RF DETAILS Gl.�' LATITUDE AND LONGITUDE: s, -•=f �o' , +J� tv 45°25'34.65'N, 122°50'53.85"W w�: d ,,` , g .•s RF-2 RF DIAGRAM N CO LEGAL DESCRIPTION: y ' ' Tigard 3 fr�-. �'o�,OREGON 700 N/A ....« • w i Soma . . .Q - 3 -- -G.! 2 n'MB ER Vg �J HANDICAP REQUIREMENTS: 1 1 raI o^" ,ID AGO •' FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION,HANDICAP ACCESS REQUIREMENT(S) k y -� ' u D I- N DO NOT APPLY k 1/ - CO .. w . _ �l SITE INFORMATION henIl%k ;* RENEWAL DATE u zo� W . IT ISA VIOLATION OF UAW FOR ANY PERSON, C NOT TO SCALE A _ ` UNLESS THEY ARE ACTING UNDER THE DIRECTION 5 • INSTALL(2)NEW FBBC IN EXISTING EQUIPMENT CABINET M OFALICENSED PROFESSIONALENGINEER, W • INSTALL(3) MOUNTED TO ALTER THIS DOCUMENT. o • REMOVE(3)EX ST NG ANTENNAS(11 P R SECTOR) TON EXISTING ICE BRIDGE VICINITY MAP LOCAL MAP w • INSTALL(3)NEW ANTENNAS(1 PER SECTOR) o • REMOVE(1)EXISTING ULTRASITE CABINET • INSTALL(3)NEW ANTENNA PIPES(1 PER SECTOR) P001733D a • INSTALL(1)NEW BUSS BAR FOR H-FRAME APPROVAL SIGNATURE DATE STARTING FROM 8960 ALDERWOOD ROAD,PORTLAND,OR 97220: 1. GET ON I-34/U.S.30 W FROM NE ALDERWOOD RD,NE 105TH AVE AND NE SHEET INDEX SCHOLLS FERRY PROJECT DESCRIPTION102ND AVE PROJECT MANAGER 2. HEAD SOUTHEAST ON NE ALDERWOOD RD TOWARD ALDERWOOD TRAIL & 175TH ST. z 3. TURN RIGHT ONTO NE 105TH AVE&TURN RIGHT ONTO NE SANDY BLVD T-MOBILE RF ENGINEER �L O 4. TURN LEFT ONTO NE 102ND AVE .- DO NOT SCALE DRAWINGS i SITE ACQUISITION: ZONING&PERMITTING 5 SLIGHT RIGHT ONTO THE 1-84 W/US-30 W RAMP TO PORTLAND SITE ACQUISITION 16705 SW FRIENDLY LANE TECHNOLOGY ASSOCIATES EC,INC CROWN CASTLE 6 FOLLOW I-84/U.S.30 W AND 1-5 S TO TIGARD.TAKE EXIT 292 FROM I-5 S w 7117 SW BEVELAND ST.SUITE 101 1505 WESTLAKE AVEµ800 7. MERGE ONTO I-84/U S.30 W-USE THE LEFT 2 LANES TO TAKE THE EXIT TIGARD 0 R 97007 i TIGARD,OR 97223 SEATTLE,WA 98109 TOWARD BEAVERTON/SALEM CONSTRUCTION MANAGER CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING LOCATIONS, u CONTACT: TIA JOHNSON CONTACT: SANDRA WALDEN % OFFICE (971)245-3120 Ext:1401 OFFICE: (503)709-0820 8. MERGE ONTO I-5S-KEEP RIGHT ATTHE FORK TOSTAY ONI-5 S,FOLLOW CONDITIONS ON THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING 113 EMAIL: 8a.johnsonigitaec.not EMAIL: sandra.walden@CrownCastle.com SIGNS FOR INTERSTATE 5 S/SALEM SITE OWNER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE MONOPOLE x ARCHITECTURE: ENGINEER: 9 TAKE EXIT 292 FOR OREGON 217 TOWARD KRUSE WAY/LAKE OSWEGO r FOR SAME 10. TAKE BONITA RD,SW MCDONALD ST,SW BULL MOUNTAIN RD AND SW ROY MOBILE DEVELOPMENT % TECHNOLOGY ASSOCIATES EC,INC TECHNOLOGY ASSOCIATES EC,INC MANAGER SHEET TITLE 5333 MISSION CENTER RD.,STE.220 4122 FACTORIA BLVD.SE,STE.303 ROGERS RD TO SW FRIENDLY LN J SAN DIEGO,CA 92108 BELLEVUE,WA 98006 11. USE THE LEFT 2 LANES TO TURN LEFT ONTO OR-217 S/KRUSE WAV(SIGNS T-MOBILE CONSTRUCTION CONTACT: STEVEN LANE CONTACT: VLAD DIACONU,PE MANAGER TITLE a FOR LAKE OSWEGO) T OFFICE: (858)300-2346 X 1524 OFFICE: (216)375-2310 F EMAIL: steven.laneattaec.net EMAIL: vlad.diaconu@ttaec.net 12. TURN RIGHT ONTO BANGY RD&TURN RIGHT ONTO BONITA RD T-MOBILE OPS MANAGER V 13. TURN RIGHT ONTO SW HALL BLVD&TURN LEFT ONTO SW MCDONALD ST `Y� 18 Know what's below. SHEET o w CONSTRUCTION MANAGER: 14. TURN LEFT ONTO PACIFIC HWY w � ' CALL before you dig. - N TECHNOLOGY ASSOCIATES EC,INC 15. SLIGHT RIGHT ONTO SW BULL MOUNTAIN RD T-MOBILE REGULATORY REVIEW m - 7117 SW OR 97223ND STREET SUITE 101 16. TURN LEFT TO STAY ON SW BULL MOUNTAIN RD TIGARD,OR J i - CONTACT: GRANT CHAFFIN 17. TURN RIGHT ONTO SW ROY ROGERS RD T-MOBILE PROJECT MANAGER ` O OFFICE: (209)304E724 18. TURN RIGHT TOWARD SW FRIENDLY LN&TURN RIGHT ONTO SW - \�, CALL AT LEAST TWO WORKING SHEETNUMBER EMAIL: grantchaffln@taec.net FRIENDLY LN T-MOBILE PERMITTING --- _ DAYS BEFORE YOU DIG 0 CONTACT INFORMATION DRIVING DIRECTIONS APPROVALS DIG ALERT T_.. 1 GENERAL NOTES T 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2014 OREGON STRUCTURAL SPECIALTY CODE SECTION 1103,2.9.THIS _ i ■■Mobile•■ FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION 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,g. 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 ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF ADM 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) A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION REO'D. REQUIRED 4. SHTO STARTINGPLANS.CONSTRUCTION,ANDTCT CONTRACTOROM HAS THERESPONSIBILITYTO LOCATE ALL EXISTING SHALL EAR HEEX WHETHER ORE NOT ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RGS. RIGID GALVANIZED STEEL SHOWN ON THE PLAAND TO PROTECT THEM FROM DAMAGE THE CONTRACTORING TOF THE ORCOBEAR THE IG OF ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT ANT. NTENNA F.O.S. FACE OF STUD SCH. SCHEDULE 800-227-2800 APPRX. PPROXIMATE(LY) F.O.W. FACE OF WALL SCT. SHEET 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ARCH. RCHITECT(URAL) F.S. FINISH SURFACE SIM. SIMILAR CONSTRUCTION.ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR AWG. MERICAN WIRE GAUGE FT.(') FOOT(FEET) SPEC. SPECIFICATION(S) Technology Associates REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING BLDG. UILDING FTG. FOOTING SQ. SQUARE ANY DAMAGED AREAS. BLK. LOCK G. GROWTH(CABINET) S.S. STAINLESS STEEL BLKG. LOCKING 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. EAM GI. GALVANIZE(D) STL. STEEL PNW MARKET OFFICE INSPECTION AT ALL TIMES.IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME B.N. OUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STRUC. STRUCTURAL 7117 SW BEVELAND STREET, INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF BTCW. BARE TINNED COPPER WIRE GLB.(GLU-LAM) GLUE LAMINATED BEAM TEMP. TEMPORARY SUITE 101 DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS,ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THK. THICK(NESS) AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. B/U BACK-UP CABINET GRND. GROUND TMA TOWER MOUNTED AMPLIFIER TIGARD,OR 98006 CAB. CABINET HDR. HEADER T.N. TOE NAIL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS CANT. CANTILEVER(ED) HGR. HANGER T.O.A. TOP OF ANTENNA COMPLETE. C.I.P. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS T.O.F. TOP OF FOUNDATION H. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY CLR. CLEAR IN.C) INCH(ES) T.O.P. TOP OF PLATE(PARAPET) OWNER OR GOVERNING AGENCY. COL. COLUMN INT. INTERIOR T.O.S. TOP OF STEEL CONC. CONCRETE LB.(#) POUND(S)LAG T.O.W. TOP TICAL WALL CROWN 9. ALL SMOST THROUGH THE PROJECTSHALL SHALL CONFORM TO THE LATEST OREGON BUILDING CODES AND ALL OTHER GOVERNING CONN. CONNECTION(OR) L.B. LAG BR FE TYP. TYRL CODES.THE MOST RESTRICTIVE CODE SHALL GOVERN. CONST. CONSTRUCTION L.F. LINEAR FEET(FOOT) U.G. UNDER GROUND 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CONT. CONTINUOUSEY(NAILS) MAS.L. MASONRYLONG(ITUNAL) U.L. UNDERWRITERS LABORATORY v CASTLE tl PENNY(NAILS) U.N.O. UNLESS NOTED OTHERWISE 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE DEPT. DEPARTMENT M.B. MACHINE BOLT W WIDE(WIDTH) WESTLAKE UNION CENTER OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. D.F. DOUGLAS FIR MECH. MECHANICAL W/ WITH DIA. DIAMETER MFR. MANUFACTURER WD. WOOD 1505 WESTLAKE AVE NORTH I SUITE 800 DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF SEATTLE,WA 98109 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL DWG. DRAWINGS) MTL. METALc CENTERLINE PORTIONS OF THE WORK UNDER THE PROJECT. DWL. DOWEL(S) (N) NEW C PLATE 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE EA. EACH NO.(#) NUMBER WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR EL. ELEVATION N.T.S. NOT TO SCALE SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. ELEC. ELECTRICAL O.C. ON CENTER ELEV. ELEVATOR OPNG. OPENING 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. EMT. ELECTRICAL METALLIC TUBING P/C PRECAST CONCRETE E.N. EDGE NAIL PCS PERSONAL COMMUNICATION SERVICES 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS ENG. ENGINEER PLY. PLYWOOD INDICATED ON THE DRAWINGS. EQ. EQUAL PPC POWER PROTECTION CABINET EXP. EXPANSION PRC PRIMARY RADIO CABINET 0 10/09/2015 ISSUED FOR 100%CD HT 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT A 091152015 ISSUED FOR 90%CD REVIEW CMB 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 GG (� (014 IONS OREGF ON RCCODE SECTION AREA. ABBREVIATIONS ��cj�V�NG� ��V.(1f/ POR OREGON FIRE CODE SECTION 906.1.1 8906.1 7 AND SECTION 90fi.3.1) V r v 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR O _ 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 OX GRID REFERENCE 4/ o r SHOWN OTHERWISE. 84 PE 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT.PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL e... EXISTING ANTENNA ® DETAIL REFERENCE / W TIMES. 0,' 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS ® GROUND ROD ® ELEVATION REFERENCE N MANDATED BY THE GOVERNING AGENCY. ,V co 23.ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION REGARDING Vs Tr GROUND BUS BAR ® I SECTION REFERENCE • OREGON pO THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. p A 24.SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. !/J FMB ER `� `�J Lr-.-�-•.,•,.t- •-.:ea GROUT OR PLASTER 25.ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. AO• MECHANICAL GRND.CONN. .yI I -I (E)BRICK D I AGS y 26.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT • PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. • CADWELD W 27.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE ® (E)MASONRY RENEWAL DATE: {I,��,[� W WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. r �4 GROUND ACCESS WELL W 28.THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY O REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. CONCRETE ]Cj ❑E ELECTRIC BOX IT IS A VIOLATION OF LAW FOR ANY PERSON, 29.THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. .1 I EARTH TO ALTER THIS DOCUMENT. W 30.THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 0 Q TELEPHONE BOX 0 0 0 0 0 0 C GRAVEL W LI STORM WATER QUALITY NOTES CONSTRUCTION BMPS: LIGHT POLE PLYWOOD P001733D re G THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. 0 END.MONUMENT 1::-'2'.',"7...,:.;',,'.:- .1 SAND O NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. H 01L IL C CC �v • 1.SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORM V SPOT ELEVATION WOOD CONT. r T WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR O CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED & 175TH ST. g CONSTRUCTION BMPS. Q I 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 16705 SW FRIENDLY LANE 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 OR GREATER. Q REVISION 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 IN4 CONDUCTORS TIGARD,OR 97007 O PLACE ON THE SITE • . • - CENTERLINE A COAXIAL CABLE 4.ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. F FIBER MONOPOLE 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 A 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 2 MATCH LINE 0 0 ❑ WOOD FENCE SHEET i -o.-a• OVERHEAD POWER LINE NOTES p GENERAL FIRE NOTES: S-- WORK POINT UGP BURIED POWER LINE O., 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2014 OREGON FIRE CODE AND ALL GOVERNING tlCODES. GROUND CONDUCTOR aT OVERHEAD TELEPHONE LINE • LEGEND 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR G T BURIED TELEPHONE LINE 4 ROAD FRONTING THE PROPERTY.(2014 OREGON FIRE CODE SECTION 505.1) T TELEPHONE CONDUIT 2 -V-V- BURIED WATER LINE 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN AFLAME-RETARDANT CONDITION.(2014 OREGON FIRE CODE SECTION 806.1) O SS BURIED SANITARY SEWER SHEET NUMBER ,# 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 TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2014 OREGON FIRE CODE SECTION 906.1.1 AND SECTION 906.3.1) (POWER) SD BURIED STORM DRAIN - . T 1 GENERAL NOTES 4 LEGEND 3 NOT USED 12 DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF T ••Mobile•• A CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.TAEC DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. 8960 ALDERWOOD ROAD + PORTLAND,OR 97220 • 44 ' j Technology' Associates � PNW MARKET OFFICE 7117 SW BEVELAND STREET, O� SUITE 101 '^^ TIGARD,OR 98006 V' ADJACENT ZONING: - CITY OF BEAVERTON - CROWN v CASTLE 3 WESTLAKE UNION CENTER ft. 3 _- 1505 WESTLAKENORTH I AVEAEE SUITE 800 /, SEATTLE,WA .4 illt •:., . '''l .,..:''t 3 r..:: it aj, 01.7'L .; I r 0 10/09/10I5 ISSUED FOR 100%CD HT Illkj i•1 •4f �3 *:,:i q:i ':-.:; ., .':'' 7-,-,- O. • • .... 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TO ALTER THIS DOCUMENT. Ce W U 0 \ P001733D O 0EXISTINGCHAINLINKFENCE SCHOLLS FERRY > Withi W/BARB WIRE 0 O EXISTING ROLLING ACCESS GATE G°•'10.e & 175TH ST. 8 O o 4 O� 16705 SW FRIENDLY LANE .,,. TIGARD,OR 97007 k \ `° MONOPOLE x G,. 8 O SHEET TITLE G'80 O`•,,5 \8 _......00%'" ENLARGED R .O� EXISTING a ,,� ACCESS ROAD SITE PLAN a- _.I► -I _ _ i u •' \ ©. SHEET NUMBER III A • 2• 3• SCALE: 318^-1'-0^(2•x38) 2 = ENLARGED SITE PLAN ® (OR) 3118^-1°-0^(11x17) 1 TOP OF EXISTING MONOPOLE • TOP OF EXISTING MONOPOLE iI"II�0 --� EXISTING ANTENNA BY OTHERS(TYP) $ 1 EXISTING ANTENNA BY OTHERS(TYP) T •.moblie. ELEV.100'-0'AGL ■■r 111///���... 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TMBXX-0516-R2M (2 PERS SECTOR, (2 PER SECTOR,3 SECTOR,6 TOTAL) (2 PER SECTOR,3 SECTOR,6 TOTAL) 7117 SW BEVELAND STREET, TO REMAIN SUITE 101 TIGARD,OR 98006 NEW TNOBILE ANTENNA EXISTING T-MOBILE ANTENNA SBNH-1DBSC-V1 TMBX-6516-R2M (1 PER SECTOR,3 SECTOR 3 TOTAL) (1 PER SECTOR,3 SECTOR,3 TOTAL) TO BE REMOVED 8 REPLACED ®ak ® EXISTING ANTENNA MOUNT � EXISTING ANTENNA MOUNT - - Cr%2 C ROWN I CASTLE I EXISTING ANTENNA BY OTHERS(TYP) WESTLAKE UNION CENTER EXISTING ANTENNA BY OTHERS(TYP) DESIGNED APPURTENANCE LOADING —' .___ .__._._T.-- _ _) _ 1505 WESTLAKE AVE NORTH I SUITE 800 TYl.' ELlVAl10N T1TE_ _ BEV�TIOM.. , .� SEATTLE.WA 98109 u•n mer.: _._.:,ms �aI„w.r�--"......a m +=,.,a1_-_ .__.TEDJan.eRm,..w...,...a a .a.-N-.11 a, ' __.....� ��ai--__._____- . ..w,.ws Tea-- rtil_. 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F/1IBEp `\ 2.IF SAFETY LINE IS OBSTRUCTED, ,1 1� `V N SITE MAY REQUIRE MAN LIFT OR D DI AGO § CRANE. ea T WER TO IN 3 CAPACITY OF THE SUPPO T ROP SED LLOADS IS TO m BE DETERMINED BY OTHERS. RENEWAL DATE. 12. zD�S D MO IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 2 AL THIS W TO I O D W o o P001733D y. EXISTING T-MOBILE ICEBRIDGE O SCHOLLS FERRY 4 NEW T-MOBILE FRLB MOUNTED > TO NEW UNISTRUT ON EXISTING 2 ICEBRIDGE POST a (3 TOTAL) & 175TH ST. F EXISTING T-MOBILE ICEBRIDGE g Mir Alk 16705 SW FRIENDLY LANE TIGARD,OR 97007 EXISTING ICEBRIDGE BY OTHERS EXISTING ICEBRIDGE BY OTHERS g EXISTING SERVICE LIGHT MONOPOLE x 14 EXISTING CHAINLINK FENCE EXISTING CHAINLINK FENCE WIBARB WIRE EXISTING SERVICE LIGHT W/BARB WIRE SHEET TITLE R MB 6 CABINET T-MOBILE FCOA - . F ® i EXISTING T-MOBILE W/NEW FBBC A ,m—_E --�-�M�^ €* ' s a '©" e ELEVATIONS I' Icy` " ..� I gill, ',.'�`�� iii I'G �>, ri 1ik 1.. �i > "ice; - .. .,. 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W 0 O O P001733D i SCROLLS FERRY & 175TH ST. .o EXISTING SERVICE LIGHT EXISTING SERVICE LIGHT 16705 SW FRIENDLY LANE K< EXISTING T-MOBILE ICEBRIDGE EXISTING T-MOBILE ICEBRIDGE TIGARD,OR 97007 R EXISTING TO BE REMO EDT-MOBILE ULTRASITE NEW T-MOBILE FRLB MOUNTED MONOPOLE M TO NEW UNISTRUT ON EXISTING EXISTING CHAINLINK FENCE ICEBRIDGE POST a WI BARB WIRE (3 TOTAL) I SHEET 'RILE _ /121 -/ . / �IIIII�1 .1):Ir.,r=m S IQ.-- ® M : ANDREW TMBXX-6516-R2M(QUAD PANEL ANTENNA) COMMSCOPE SBNHH-1D65C-V1 • HARDWARE MATERIAL: HOT DIP GALVANIZED RADOME MATERIAL: PVC,UV RESISTANT bile• RADOME COLOR: OFF WHITE RADOME COLOR: LIGHT GRAY T ••Mo • DIMENSIONS,HxWxD: 50.9'z 12'x 6.5" DIMENSIONS.HxWxD: 96.42'x 11.85'x 7.1" (1294 x 305x 166 mm) Y WEIGHT,W/ 8960 ALDERWOOD ROAD NET WEIGHT: 34.6 lb PRE-MOUNTED BRACKETS- 66.14 lb PORTLAND,OR 97220 a (15.7 kg) CONNECTOR: 4 x 7/16 DIN FEMALE CONNECTOR: 4 x 7/16 DIN FEMALE S S TechnologyikAssociates PNW MARKET OFFICE 7117 SW BEVELAND STREET, SUITE 101 II, IIF, TIGARD,OR 98006 F 6.5- /••- CM Q1® 12' A 4i..—€1111-13 C11-13J CL: CROWN 7,• �, 1165" CASTLE WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 NOT USED SCALE SCALE N.T.S. 4 7 ANTENNA SPECIFICATIONS (SCALE I N.T.S. ANTENNA SPECIFICATIONS (SCALE I N.T.S. SEATTLE,WA 98109 N.T.S. O NOT USED LTE 700/BAND 12-FRLB RF MODULE TYPE: RRH,1 UNIT PER SECTOR MIMO: 2X2 DIMENSIONS,HxWxD: 15.75'x 15.75'z 5.9'ab 0 10/09/2015 ISSUED FOR 100%CD IIT WEIGHT: 59.52 lb '�, 18W: 16MHz UUDL A 09/15/2015 ISSUED FOR 90%CD REVIEW CMB :i 4 MOUNTING BRACKET REV DATE DESCRIPTION BY �, '•4 SUPPLIED W/ANTENNA �(cED PROFFS ANTENNA,PER PLAN e i.it SUPPLIEDW/ANTENNA 6QA' �". �" •1,�1 1 %6N t:i O w A Ai,OREGON IO ,. J a� EMBER(19 w ' PERSPECTIVE VIEWS: 40 DI AGOG . • a RENEWAL DATE: al 20/5 W iO IT ISA VIOLATION OF LAW FOR ANY PERSON. NOT USED SCALE 11 NOT USED SCALE 8 ANTENNA MOUNTING SCALE 5 FRLB SCALE UNLESS2 DUCENSEDPRTOFESSIONA ENGINEER, W N.T.S. N.T.S. N.T.S. N.T.S. TO ALTER THIS DOCUMENT. 0 Ft BASEBAND SUB-MODULE: FBBC G W DL SPEED: 450 Mbit/s P001733 D p UL SPEED: 150 Mbit/s Y. RP3/OBSAI 4X6Gbit/s PORTS 7 (ONLY ONE AVAILABLE IN RL60) <> SCROLLS FERRY s & 175TH ST. o \\ �� 16705 SW FRIENDLY LANE g TIGARD,OR 97007 • k ,',�� MONOPOLE 01111 111.111 111.1111�1� c SHEET TITLE 3 DC IN RF1 RF2 BB RF3 SRIO/RF4 s ■, PERSPECTIVE VIEW: DETAILS Wp 1 tl B. J Y c SHEET NUMBER z NOT USED SCALE 12 NOT USED SCALE 9 NOT USED SCALE SCALE 3 A- 5 N.T.S. N.T.S. N.T.S. 6 FBBC N.T.S. NOTE: - 1:!e ELECTRICAL GROUNDING SPECIFICATIONS TOWER TOP INSULATORS AND HOME RUN 40%%%. ;e e • • , - GROUND TO BE REMOVED IF APPLICABLE. 0 T •• ■O�7 ■ • 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF ' 1,•i10 Mobile THE NATIONAL ELECTRICAL CODE CURRENTLY IN I f EFFECT FOR THE AUTHORITY HAVING = ,, JURISDICTION. - -- _ • I\\ %- - 8960 ALDERWOOD ROAD 1 2. ALL GROUNDING DEVICES SHALL BE U.L.LISTED `% PORTLAND,OR 97220 FOR THEIR INTENDED USE. - 3. GROUND WIRES SHALL BE TINNED#2 AWG BARE 1'•d \ \ - SOLID COPPER UNLESS OTHERWISE NOTED. - - 4. CONNECTIONS OF ALL GROUND WIRES TO THE - ^ / GROUND RING SHALL BE EXOTHERMIC 004 (CAD-WELDED).UNLESS OTHERWISE NOTED.AND 1 .,.�;\' - 4 Technology' Associates SHALL BE INSTALLED IN ACCORDANCE WITH •0411. ` MANUFACTURERS RECOMMENDATIONS AND .� - O' 1 1� PNW MARKET OFFICE T-MOBILE WIRELESS BROADBAND STANDARDS. G'•' ��j � \ n\\\\ 5. GROUNDING CONDUCTORS SHALL BE ROUTED 4 \�' -, \` 7117 SW BEVELAND STREET, 4 �� SUITE 101 ALONG THE SHORTEST AND STRAIGHTEST PATH 0 'J TIGARD,OR 98006 POSSIBLE.WHEN REQUIRED,GROUND LEADS 1- . . SHALL BE BENT TO A MINIMUM OF 8"RADIUS. % `�� \� NEW 4'6 AWG FROM FBBC 6. WHERE GROUND WIRES ARE ROUTED FROM ANY " - Q TO(E)GROUND BAR(TYP.) CONNECTION ABOVE GRADE TO THE GROUND RING. -_- (,®� \\ NEW#6 AWG FROM FRLB INSTALL WIRE IN 3/4"HEAVY WALL LIQUID TIGHT ` , \• YI ` r,,� - TO(E)GROUND BAR(TYP.)FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" 4 - `� 0 ,�.41 V ® \ Cor CROWN(� BELOW GRADE AND SEAL THE TOP WITH SILICONE �\ r .� a IT •♦ SEALANT. , ,� .. CASTLE �• 4. %le 7. ALL GROUND BARS SHALL BE TINNED,1)4"COPPER, g. ' SECTOR BARS 2",COLLECTOR AND MGB BARS 4", - 10 .D f` - `2 , OF SUFFICIENT LENGTH TO ACCOMMODATE ALL WESTLAKE UNION CENTER REQUIRED CONNECTIONS WITHOUT DOUBLING `/ I ,• 1505 WESTLAKE AVE NORTH I SUITE 800 LUGS,AND EACH INSTALLED WITH ISOLATORS. 4 :. - •. - \ • 4 SEATTLE,WA 98109 WHEN CONNECTING GROUND BARS(WITHIN 10 '0 �'V FEET OF GRADE)DIRECTLY TO THE GROUND RING, --- 2 EA.#2 SOLID DOWNLEADS SHALL BE CAD-WELDED - c �p � - � TO THE GROUND BAR,1 AT EACH OPPOSITE 4 ,/ \ • ;Q\ 4 �\ _ - _ BOTTOM CORNER,AND EACH SHALL RUN IN 3/4" - 1 ' " / a HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT - , FROM GROUND BAR DOWN TO THE GROUND RING. \\ . • I� : / *,, 0� •�_ \ WHEN CONNECTING SECTOR GROUND BARS, !' • � �� .,v, `` DAISY-CHAIN THE GROUND BARS AND RUN 1 EA.#2 L ' . - 7 AWG STRANDED COPPER WIRE WITH THWN ,, \/ �;), V p s 0 10/09/2015 ISSUED FOR 100%CD HT INSULATION FROM THE MIDDLE GROUND BAR TO - taM r / - �� - \\ THE GROUND RING AND CAD-WELD TO THE RING. .. - ' � ,' "-� A 09/15/2015 ISSUED FOR 90%CD REVIEWCMB .: D 8. WHEN ATTACHING STRANDED GROUND LEADS TO - n - / DATE DESCRIPTION - REV BY THE GROUND BARS,2 HOLE COMPRESSION LUGS S.�`` ;'' ,x`-- .— NOTES: 1. PROVIDE NO-OX GREASE AT CONTACT �' EXISTING#6 AWG STRANDED CU NEW FRLB,AND FBBC GROUNDING KIT:#6 �I= ��` • SURFACE BETWEEN LUG AND GROUND BAR ` T ■■Mobile• • WIRES TO EXISTING EQUIPMENT AWG STRANDED Cu WIRE WITH GREEN, /�Iv • 600V,THWN INSULATION OR BLACK 2. CONTRACTOR WILL VERIFY BUSS BAR _ GROUNDING TO THE TOWER OR RING. I� 1 I — TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GT 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC 8960 ALDERWOOD ROAD ,-� CONNECTION. PORTLAND,OR 97220 111 0/ t O 0M/ 0000000000000000 O EXISTING MAIN GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY 00 000000000000000000 O Technology Associates O • • • a a 0 0 0 0 0 0 0 0 0 0 0 0 V`e PNW MARKET OFFICE j /71 rilti& - �, 7117 SW BEVELAND STREET, ;10 ■ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ■ _�,, SUITE 101 TIGARD,OR 98006 TYPE W TYPE VS TYPE VB TYPE PT TYPE GR I TWO-HOLE LUG,BOLTED TO ' EXOTHERMIC WELD GROUND BAR USING 3/8'-16 x 1 NOTE: I 1/4'STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE. , EXISTING(2)#2 AWG SOLID TINNED BARE CU WIRE ERICO EXOTHERMIC FOR PEC IFIC M TYPES'SHOWN OE ARE EXAMPLES.CONSULT WITH PROJECT CROWN TO EXISTING GROUND RING MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. CROWN CASTLE TOWER GROUNDING: v CASTLE 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. WESTLAKE UNION CENTER 1505 WESTLAKE AVE NORTH I SUITE 800 NOT USED N.T.S. 10 MAIN GROUND BAR SCALE SCAL E N.T.S. 4 EXOTHERMIC WELDING SCALE SEATTLE,WA 98109 N.T.S. 1 NOTES: WEATHERPROOFING 3' 1r TO 24' 1. ALL HARDWARE BOLTS,NUTS, MIN. r LOCK WASHERS SHALL BE KIT(SEE NOTE 3) WIRE SIZE BURNDY LUG BOLT SIZE STAINLESS STEEL.ALL CABLE HARDWARE ARE TO BE AS ANTENNA CABLE CONNECTOR #6 AWG GREEN INSULATED YA6C-2TC38 3/8'-16 NCS 2 BOLT FOLLOWS:BOLT,FLAT GROUND LUG,FLAT WAS WASHER,GROUND BAR, 0 10/032015 ISSUED FOR 100%CD NT 1=WA■-1■ #2 AWG SOLID TINNED YA3C-2TC38 3/8'-16 NCS 2 BOLT LOCK WASHER AND NUT.HER, A 091152015 ISSUED FOR 90%CD REVIEW CMB B #2 AWG STRANDED YA2C-2TC38 3/8'-16 NC S 2 BOLT 2. COPPER SHIELD,ANTIOX,CR REV DATE DESCRIPTION BY NO-OX OR EQUIVALENT SHALL CABLE GROUND KIT #2/0 AWG STRANDED YA26-2TC38 3/8"-16 NC S 2 BOLT BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. � �ED PRO/pk-� #4/0 AWG STRANDED YA28-2N 1/2--16 NC S 2 BOLT C• /' #6 AWG STRANDED Cu WIRE WITH 3. ALL LUGS ARE TO BE . %' GREEN,600V,THWN INSULATION OR INSTALLED PER J V s. WO2 BLACK(GROUNDED TO GROUND BAR) MANUFACTURER'S �� HEAT SHRINK SPECIFICATIONS. A r (CLEAR HEAT SHRINK INDOOR 8 $4 PE BLACK HEAT SHRINK OUTDOOR) 4. ALL LUGS MUST HAVE ANTENNA AND/OR GPS CABLE BURNDY GROUND LUG INSPECTION WINDOWS. J CONNECTION (SEE TABLE FOR SIZE fit-. AND MODEL) BURNDY GROUND LUG N 10 NUT(TYP.) (SEE TABLE FOR SIZE ��,OREGON foo NOTES: LOCK WASHER ,I AND MODEL) 4 (TYP.) - - BARE WIRE TO BE `C QJ 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS FLAT WASHER , ip NO-OX AT BOTH ENDS /meq MgER 1 OAl M BJ DIRECT GROUND WIRE DOWN TO GROUND BAR. (TYP) — _<< I0 2. GROUNDING KIT TYPE SHALL BE APPROVED BY VZW PRIOR TO INSTALLATION 0 DI AC • 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING ,•'I un GROUNDING CONDUCTOR TAPE KIT,COLD SHRINK SHALL NOT BE USED. GROUND BAR m FLAT WASHER BOLT(TYP.) RENEWAL DATE: 12.12.o . O (TYP.)W IT ISA VIOLATION OF LAW FOR ANY PERSON. NOT USED SCALE 11 NOT USED SCALE 8 CABLE GROUNDING SCALE 5 MECHANICAL LUG SCALE /% UNLET L10ATERMSOOCUMENGINHEY ARE ACTING UNDER THE EERTION • N.T.S. N.T.S. N.T.S. N.T.S. L o NOTES: O n 1. PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR C 7/S�^S W D 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 1 DO 1 1 1 33D Z u. 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC O CONNECTION. SCHOLLS FERRY ANTENNA GROUNDING KIT:#6 AWG 15 STRANDED Cu WIRE INSULATION H ORGREEN, & 1 75TH ST. 600V,THWN INSULATION OR BLACK s 0 g — — — — TWO-HOLE LUGBOLTEDND BAR S ' 16705 SW FRIENDLY LANE 3/8'-16 x 1 1/4'STAINLESS TIGARD,OR 97007 STEEL HEX UNIT BOLTS AND HARDWARE. MONOPOLE Ri v v l D 0 0000 0 0 0 0 0 —EXISTING 4•x1rx1/4• g0 0 • O a a O Q THK.,TINNED SHEET TITLE z O �/ O GROUND BAR ON O O O O O (J WALL.FLOOR OR ON A.a 0 0 0 0 0 0 0 0 ANTENNA TOWER GROUNDING DETAILS 1 • CROWN CASTLE TOWER GROUNDING: z 9 ALL EXISTING 8 NEW TOWER GROUND BARS SHALL BE ATTACHED SHEET NUMBER C DIRECTLY TO THE TOWER WITHOUT ISOLATORS.NO WELDING OR /� ,,, DRILLING PERMITTED.EXISTING HOME RUN GROUND(S)TO BE REMOVED. Cr— • GSCALE SCALE SCALE SCALE NOT USED N.T.S. 12 NOT USED N.T.S. 9 NOT USED N.T.S. 6 SECTOR GROUND BAR N.T.S. 3 i • , i ,_T ••Mobile• NOTE: 1 ALL COAXIAL CABLE CONNECTIONS TO BE WEATHEFI PROOFED- CANES AND JUMPERS MOPE IECESSARY. 8960 ALDERWOOD ROAD 2 TO OP PORTLAND,OR 97220 • • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TOINDICATE THE ANTENNA SECTOR • COLORED ELECTRICAL TAPE SHALL MARK EACH ENO OF CARE AND EACH ENO OFJUI PERS AS CLOSE TO /�.� EACHENOASPOSSIBLE.PVT TONTEI EYANAWEATENPROONT404 Technology Associates 4 CAUDAL CABLE SPECIFICATIONS REOINE CARE SUPPORT EVERY 3'-0'ON CENTER CONTRACTOR SHALL SUPPLY SUPPORTS AS RECTUMS)TO MEET THIS REQUIREMENT. PNW MARKET OFFICE 7117 SW BEVELAND STREET, 5. VERTICAL COPNEC ICII6SHALLBETAPEDR ROM NE BOTTOM UP SOOVEF APMOWSWATERAWAYFROM SUITE 101 I COMMA,(SEE STEP 4) TIGARD,OR 98006 4, PROVDE HEAT SHRINK N PLACE OF TAPE TOR MVO POLES AM)TMA'S.NEAT SWINC SHALL BE T/AM/5A'WRH 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 COOING:ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM SEATTLE,WA 98109 TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES.FOR OMNI SITES, USE THE ATO.BTO,8 OTO COLOR CODES ONLY. - 4. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1'WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: 01-AT ANTENNA CONNECTION - 112-AT ENTRY TO EQUIPMENT CABINET 0 10/09/2015 ISSUED FOR 100%CD HT A 09/15/2015 ISSUED FOR 9096 CD REVIEW CMB 5. RUN COAXIAL CABLE WITH MINIMUM 12*SLACK&1T FROM EDGE OF EQUIPMENT CABINETS,ACROSS WAVE GUIDE BRIDGE(U APPLICABLE),UP TO TOWER LEG(IF REV DATE DESCRIPTION BY APPLICABLE),&DISTRIBUTE TO EACH ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS.VERIFY NUMBER OF ANTENNAS,CABLE.B CABLE DIAMETER WITH PROJECT ��,EO PROF4S MANAGER. ��� ``G I ESR `SIO \;/ >< 84 PE 7 ELECTRON TAPE SLAYERS WRNS TAPE ATC] LAYERS IN NC TAPE(PLL WITH WOLIN 30%OVERLAP} BUTYL TAPE ALL TME ENDS SHALL BE 011(pD NOT STRETCH CONNECTORS ' ELECTRICAL TAPE(1 LAYER) (NSOINOWWASPASTIC,TAFFY TAPE) CCIITWRH3L19COTWQb 5PRAYSENER ' N co )1 f �A�OREGON foo lillk r 1 l')/ r =14 r 4 , • !2 FMB ER'\` $' A* -7 - . - y • • Imme- ! / `C '',/./-,}-,/• ,✓ ✓4 " r C ,�E 1 h �� i#y . �' ,I RENEWAL DATE: R12.0 . o STEP 1 STEP 2 STEP 3 STEP 4 L VIOLATIONISAEY RETI LAWUNDER THE DIRECT. UNLESS THEY ME ACTING UNDER THE DIRECTION COAXIAL w /�/I•/I OF A LICENSED PROFESSIONAL ENGINEER. Y7 el COAXIAL CABLE MIEATMERPROOFlNG TO ALTER THIS DOCUMENT. ICO Ell SCALP.PRS U 1 P001733D SCHOLLS FERRY s & 175TH ST. P SITE LOADING CHART 16705 SW FRIENDLY LANE iCOLOR/ ANTENNA/COUNT VENDOR AZIMUTH MECHANICAL ELECTRICAL RADIATION COAX CABLE COAX AMOUNT TIGARD,OR 97007 o SECTOR MODEL DOWNTILT DOWNTILT CENTER LENGTH &SIZE " (RED) MONOPOLE N ALPHA 2/TMBXX-6516-R2M ANDREW 60° 0° 0° 86-0' 114' (2)7/8' r 1/SBNH-1D65C-V1 GROUND SCOPE CHART SHEET TITLE q 2 B (GREEN) CABINET TYPE CABINET SUPPORT QUANTIITY CABINET BASEBANDTYPEQUANTITY RADIO RADIO T TY COVP TYPE COVP QUANTITY BETA NMBXXE516-6516ANDREW 150' 0' 0° 86'-0° 114' (2)7/8° 1 RF DETAILS •L 1/SBNH-1D65C-V1 FCOA 1 1 ESMB 1 FXFB 2 NSN 2 OUTDOOR 2G PURCELL FSME 2 FRIA 3 (BLUE) FSMF 1 FRIG 3 FBBC 2 FRLB 3 2 GAMMA /SBH-1D65C-V1 ANDREW 270° 0° 0' 86'-0' 114' (2)7/8° •PER RFDS 1/SBNH-1D65C-V1 VERSION:2 DATE:8/21/2015 SHEET NUMBER W FF- 1 RF DETAILS SCALE 1 N.T.S. J