Loading...
Plans ••• • • MA NI V E G L I^ D . • • -- • _ •I ••000 • 4 T • -Mobile• • • • — -��—•- . • SUBJECT PROPERTY LINE • • • • • • • •• ADJACENT PROPERTY LINE • COAX COAX ROUTE • •• • MID • ... HYBRID CABLE ROUTE ilah\ • • • • • • A •• • EXISTING FENCE • • •. • • • • • • •• • • • • • • • • • • • • • • • • • • • • X ••• • ELEVATION MARKER CASCADIA PM XX.X Preclion Program Management ••• 000 • •• DETAIL REFERENCE • • • • ■ NW • • • • ••• ••• ••• • •• *CENTERLINE • ••• • .AL • •• COI JT,ONS ® SECTION MARKER Advancing WietccsNensr.*S COMMON ABBREVIATIONS CROWN (E) EXISTING Co::: CASTLE (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET GN1.0 ZONING CLASSIFICATION:C-P NOTE: PARCEL#:25101DD00600 SITE PLAN DERIVED FROM;EXISTING DRAWINGS,GIS,AERIAL AREA:2.58 ACRES O IMAGES AND SITE PHOTOS. T-MOBILE PROJECT AREA *o REVIEWY _JMPLIANCE ��PRpcE SEE SHEET A2.0 Approved: L .u' ����t% 14E- * OTi: [ J S ¢ 72352 9 (E)TREE(TYP) x -- -- -- � -- — -- -- -- — PCtfllll B .( —� _ W• I 'L— Acldre": 13 z :- j�. OREGON jl L � 4L 7 r .. 9� �� 311'-3" i Suite #: 1 Sr ►2i20 5V ` --- `� �pHER ii\To ±r-8" >,By', "Lte= _ L D61231201 . • \ • (E)SUBJECT / \ PROPERTY LINE(TYP) / / I CPM PROJECT NO.: 8724 PRELIMINARY (E)BUILDING,TYOFFICE COPY NO. DATE D/C DESCRIPTION 0'4'05-07-15/slM/MS 90%CD REVIEW M. /— \ 1 06-19-15 RH/MS CLIENT COMMENT I SUBMITTAL I NO DATE D/C DESCRIPTION I 0 06-23-15 MS/MS BP SUBMITTAL ZONING : PARCEL :251010000800 CLASSIFICATIONI-L # I AREA:8.02 ACRES 1 \ SITE NAME: - - --� 1-5 & HIGHWAY 217 1 SITE ID: - P0013\ dirt_AIV-_ -- CROWN CASTLE USA##:824674 N`� SITE SW ADDRESS: t-• AVE 1 TIGARD,OR 97224 O 9L. INGRESS/EGRESS FROM SW 72ND AVE SHEET TITLE ZONING CLASSIFICATION:I-H 1$60 OVERALL • PARCEL#:2 5ACRES 00 SITE PLAN AREA:5.05 ACRES N r TN MN W E SHEET NO. S A1 .0 SCALE:1"=120'-0"(11X17) 0' 60' 120' 240' 1 OVERALL SITE PLAN SCALE:1'=60'-0"(22X34) -�•IN • •• •• •• • • •• •• ••• - _•• -5 & Hi1V1/�AY�. 1 7::: T • •Mobile• . ITII 1111 • mobile •. P4':IIobiIe 14020 SW 72ND AVE .11\ ® TIG/ARQ,'OR 97.224 ••: •• �CEIVEC. . . .SITE ID: .P040131:6UN 25 2015 CASCADIA PM CROWN CASTLE USA #'..8.i F-,/RD �` °���'"" `"` .. ... .• • WINGS I✓! °�ni CONSTRUCTI M DRA *CENTERLINE Advancing PROJECT SUMMARY SITE INFORMATION PROJECT CONTACTS DRAWING INDEX CAOWN � CASTLE THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE NAME 1-5&HIGHWAY 217 APPLICANT SHEET DESCRIPTION -- SITE ID: P0013160 T-MOBILE T1.0 TITLE SHEET 1. PROPOSED MODIFICATION OF AN EXISTING UNMANNED SITE ADDRESS. 14020 SW 72ND AVE 8960 NE ALDERWOOD RD TELECOMMUNICATIONS FACILITY. TIGARD,OR 97224 PORTLAND,OR 97220 GN1.0 GENERAL NOTES LATITUDE: 45°25 11.37"N Al.0 OVERALL SITE PLAN MODIFICATIONS TO MONOPOLE INCLUDE: LONGITUDE: 122°44'44.74'W PROPERTY OWNER A2.0 ENLARGED EQUIPMENT PLAN 15 POPERTIES,• REMOVAL OF(9)PANEL ANTENNAS SOURCE: 1A SURVEY P.ORBOX 87908 LP A3.0 ELEVATIONS • ADDITION OF(3)PANEL ANTENNAS VANCOUVER,WA 98687 • REMOVAL OF(6)TMA PARCEL NUMBER: 251010000800 A4.0 ANTENNA DETAILS&PLANS (.0 ‘),S)p R OPE APN-R0460003 TOWER OWNER/MANAGER A5.0 ANTENNA&EQUIPMENT DETAILS ` ' s MODIFICATIONS TO GROUND EQUIPMENT WITHIN EXISTING ZONING CLASSIFICATION: I-L CROWN CASTLE USA p ,-, S IV "0 COMPOUND INCLUDE: JURISDICTION: CITY OF TIGARD 1505 WESTLAKE AVE NORTH,SUITE 800 A6.0 CONSTRUCTION DETAILS �c� CD C4G �� 2 TOP OF(E)MONOPOLE: 100'$'AGL SEATTLE,WA 98109 RF1.0 RF DETAILS O 2`4' 9 r • ADDITION OF(1)NEW BASEBAND MODULE GROUND ELEVATION: 194'AMSL 72352 • 0 RF DETAILS d ADDITION OF(3)REMOTE RADIO UNITS&CABLING PROJECT CONSULTANT RF2. x • ADDITION OF(1)NEW COVP OCCUPANCY GROUP: U CROWN CASTLE USA LU • REMOVAL OF(2)EXISTING ULTRASITE CABINETS CONSTRUCTION TYPE: II-B 1505 WESTLAKE AVE NORTH,SUITE 800 CITY O F TIGARD A OREGON iI PROJECT VICINITY & AERIAL MAPS JENNIFER COMFORT '� 9i 7/12 02 C,4 Approved by Planning s� izo • PH:206.427 A 981 - ;; Date: c /2 c ! ( i D6/23/201 °'°HER JA"'``S SITE ACQUISITION CONSULTANT r .r CHARLIE CRAIG AND ASSOCIATES h'1 5109 W SAN JOSE STREET Initials: CPM PROJECT NO 8724 TAMPA,FL 33629 ROBERT MARVEL PRELIMINARY PH:425.246.6645 NO DATE D/C DESCRIPTION . 15.6° i p 0 05-07-15 MM/MS 90%CD REVIEW ZONING AND PERMITTING CONSULTANT 1 06-19-15 RH/MS CLIENT COMMENT *MN ; CROWN CASTLE USA E I • ' 1505 WESTLAKE AVE NORTH,SUITE 800 ': �.' SEATTLE,WA 98109 �_ t SANDRA WALDEN ® SUBMITTAL Si. W E • - .' PH:503.709.0820 NO, DATE D/C DESCRIPTION_ _ 0 06-23-15 MS/MS BP SUBMITTAL_ PROJECT S T- ENGINEER LOCATION - 8 60 NE Know what's below. °7� t'R.. 8960 NE ALDERWOOD RD .- PROJECT PORTLAND,OR 97220 Call before you dig. SITE NAME: a� g =_. •, LOCATION'. ` f GEORGE APATACHIOAE 1-5 & HIGHWAY 217- 3 - II I - �. ��. ENGINEER OF RECORD THE INFORMATION CONTAINED IN THIS SET CENTERLINE SOLUTIONS OF DOCUMENTS IS PROPRIETARY BY SITE ID: 16360 TABLE MOUNTAIN PARKWAY NATURE.ANY USE OR DISCLOSURE OTHER P001316 D GOLDEN,CO 80403 THAN THAT WHICH RELATES TO T-MOBILE DRIVING DIRECTIONS GOVERNING CODES KHRISTOPHER SCOTT,P.E., PH:303.993.3293.3293 SERVICES IS STRICTLY PROHIBITED. - CROWN CASTLE USA#•824674 IBC-2012,INTERNATIONAL BUILDING CODE W/LOCAL SITE ADDRESS: FROM T-MOBILE PORTLAND OFFICE: AMENDMENTS SIGN OFF OF FINAL CONSTRUCTION DRAWINGS 14020 SW 72ND AVE PLACE INITIALS ADJACENT TO EACH Y P EARL L 1. DEPART NE ALDERWOOD RD TOWARD NE CASCADES PKWY(1.6 MI) NEC-2008,NATIONAL ELECTRICAL CODE REVIEWERS SHALL CLEARLY , TIGARD.OR 97224 2. TURN RIGHT ONTO NE COLUMBIA BLVD(0.6 MI) REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 3. TURN LEFT ONTO NE 60TH AVE FORD ON THE CORNER(0.1 MI) A.D.A.COMPLIANCE CONSULTANT SIGNATURE 1 DATE SHEET TITLE 4. TURN RIGHT ONTO US30 BYP/NE PORTLAND HWY SHELL ON THE INSTALLATION IS UNMANNED AND NOT FOR HUMAN CORNER(3.9 MI) HABITATION.HANDICAP ACCESS IS NOT REQUIRED SITE ACQUISITION 5. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR 15 SOUTH(13.1 MI) PER A.D.A. PERMITTING CONSULTANT TITLE • 6. AT EXIT 292,TAKE RAMP RIGHT FOR OR 217 TOWARD TIGARD/ BEAVERTON(0.3 MI) RF ENGINEER: SHEET 7. TURN RIGHT ONTO OR 217 N(0.2 MI) 8. AT EXIT 7,TAKE RAMP RIGHT AND FOLLOW SIGNS FOR 72ND AVE.(0.3 CONST.MNGR.:ADAM SPRAGUE MI) - OPS MNGR.:SCOTT WINECOFF . 9. TURN LEFT ONTO SW 72ND AVE(0.6 MI) - 10. ARRIVE AT 14020 SW 72ND AVE,TIGARD,OR 97224 PROJECT MNGR. SHEET NO REGULATORY REV.:STEVE HARRIS T/� •O ESTIMATED DISTANCE: 20.8 MILES DEV.MNGR.:MATHEW TAUNTON I I ESTIMATED TIME: 31 MINUTES • • •• •• •• • . • • •• GENERAL NOTES STRUCTURAL NOTES DRAV1iIMIG•A�BIL\IATI J . . T • -Mobile' 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF :ABVCFINISH:LOOR: : •.• LF ••• LINEAR FEET 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM "hi\ INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AIvRICANyyRE GAUL{ ••• •MEON•• MECHANICAL 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR • AONSISIONIAG • • •• • ••MFR• MANUFACTURER 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE • • • • • • • • • - FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS • • • • • • •• • ADJ AD�USTq�LE • • ••IIIGR • MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, C A SC A D I A PM DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. Precision Program Management 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZWYSH ••• • • •• •IIIISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB • • 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILING • ••• ••• •• •MT+ METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CON9TRU0fl�l•MANAGER •IEtiZL METALIZE(D) *CENTERLINE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, `°t T'ON$ INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL Wireless Networks CAB CABINET MW MICROWAVE 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CROWN COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC ARCHITECT/ENGINEER. L.,we AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT `/ CASTLE SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING co COPPER N/A NOT APPLICABLE 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. COND CONDUIT OD OUTSIDE DIAMETER UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND _ WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.PROVIDE ADEQUATE LO j.9 PROFF SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE ��(, a % 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE D/C DRAFTER/CHECKER PL PROPERTY LINE �� �C�GI NFlc,9 0'fy< WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD a 72352 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION X TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER W THE WORK. U.1/ THE OREGON 0 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROD PROJECT • 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, ' )/?2/200 V PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY tS� Gj THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR Op yER JAM�S LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, DTL DETAIL PT PRESSURE TREATED )6/23/201 -_ ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY CPM PROJECT NO 8724 IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELIMINARY 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. NO. DATE D/C DESCRIPTION PROJECT COMPLETION. ELEV ELEVATION REQ REQUIRED 0 05-07-15 MM/MS 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, EQ EQUAL SBTC SOLID BARE TINNED COPPER 1 06-19-15 RH/MS CLIENT COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET ' DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET NO. DATE D/C DESCRIPTION C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS 0 06-23-15 MS/MS BP SUBMITTAL 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE . EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SO SQUARE _ 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL SITE NAME: MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL 1-5 & HIGHWAY 217 18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED,UNO. EXISTING STRUCTURE IS GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM SITE ID: ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY FOR IF ANY A123-A123M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE P001316D DAMAGE,DETEREORATION,OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP OF MASONRY CROWN CASTLE USA#:824674 SPECIAL INSPECTION 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH SITE ADDRESS: 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL AND E J2 IN WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE DE THE MINIMUM SIZE PER GRND GROUND TNND TINNED 14020 SW 72ND AVE INSPECTOR. TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. TIGARD,OR 97224 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE ' 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND HORIZ HORIZONTAL UG UNDERGROUND STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. STANDARD CUT WASHERS. SHEET TITLE 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE HT HEIGHT UNO UNLESS NOTED OTHERWISE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA GENERAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER NOTES 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSUL INSULATION VERT VERTICAL SHEET NO. INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: INT INTERIOR WP WATERPROOF 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT G N 1 ■ SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. JBOX JUNCTION BOX W/ WITH CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS(A325). WORKMANSHIP PROVISIONS. LB(S) POUND(S) W/O WITHOUT • •• •• •• • • • • •• • • • • • • • • • • • T • -Mobile-� (E)OTHER CARRIER EQUIPMENT ••• • • '• • • • • • (E)T-MOBILE COAX ROUTE • • • • • • ••' •S' (E)T-MOBILE ICE-BRIDGE ••• • •• • • •• • • • • • • • • ■ T-MOBILE PROJECT AREA • • • • ••• • CASCADiA PM SEE SHEET A4.0 .♦:::�� :::±:::::::::4 Precision Program Management I I Pa.A Air... ...IVALAI∎ 44111,44k, 411/- .... (E)T-MOBILE•COA:/�INi•• •• • • (E)100'-8"MONOPOLE 1 ------,------ TOREI�AIN • CENTERLINE S – • ••• • • soLJnoNs Advancing` �VI'"4' (E)CONCRETE PAD v �►w�♦ CROWN (E)FENCE \` rY (E) PPCANDTELCO CASTLE g CABINET TO REMAIN ♦_ _♦ (E)ELEC POWER • METER R BASE • < (E)T-MOBILE ULTRASITE (E)T-MOBILE PURCELL CABINETS(TYP OF 2),TO BE 15-6° CABINET TO REMAIN REMOVED 4-E cD �A�D P ROFE N O �ck• �G`N���O M w 8 e 72352 9 a x s ti.it,� OREGON 9 71 SCALE:1/4"=V-0"(11X17) 0' 2' 4' 8' 9/t I//2120 G9 1 (E) ENLARGED EQUIPMENT PLAN SCALE 112"=1'-0"(22X34) 'Op JAMS X6/23/201 (E)T-MOBILE DIPLEXERS(TYP OF 2 PER 'GPM PROJECT NO.: 8724 1 (E)OTHER CARRIER EQUIPMENT SECTOR,TOTAL OF 6)AND (N)FRLB(RRU)(TYP OF 1 PER SECTOR, PRELIMINARY TOTAL OF 3)MOUNTED TO(N)UNISTRUT NO. DATE D/C DESCRIPTION SPANNING(E)ICE-BRIDGE POSTS 0 05-07-15 MM/MS 90%CD REVIEW (E)T-MOBILE COAX ROUTE (N)T-MOBILE COVP(TYP OF 1)MOUNTED TO(N) 1 06-19-15 RH/MS CLIENT COMMENT UNISTRUT SPANNING(E)ICE-BRIDGE POSTS - 4 T-MOBILE PROJECT AREA I (E)T-MOBILE ICE-BRIDGE SUBMITTAL• r ' ��r'S,�• �' =�i NO. DATE D/C DESCRIPTION SEE SHEET A4.0 . / ►�� �� �� (1)(N)FBBC MODULE,INSTALLED •♦���,��' ,`�7♦••�� •♦♦ INTO(E)T-MOBILE FCOA CABINET 0 06-23-15 MS/MS BP SUBMITTAL I ■ _I •�•.I�������;���•�••�•�•h�•����•�•' (E)T-MOBILE FCOA CABINET (E)100'-8"MONOPOLE I TO REMAIN SITE NAME: à © I-5 & HIGHWAY 217 r1": (E)CONCRETE PAD i It o SITE ID: ►-��'44.lir P001316D ••♦,••, •♦• \\\\ � // CROWN CASTLE USA#:824674 (E)FENCE • I Qt (E) PPC AND TELCO I CABINET TO REMAIN 1 SITE ADDRESS: ♦_ _■ 14020 SW 72ND AVE (E)ELEC POWER 0 TIGARD,OR 97224 METER BASE - SHEET TITLE (E)T-MOBILE PURCELL CABINET TO REMAIN 15'6° ENLARGED N TN MN EQUIPMENT PLAN W E SHEET NO. S SCALE:1/4"=V-0"(11X17) 0 2 4 8 A2 •0 2 (N) ENLARGED EQUIPMENT PLAN SCALE:1/2"=1'-0"(22X34) ee- • •• .. .. .• NOTES: • • • • • • • • • • • • • • Mobile • �•1LL •• •• • • • • • • • IF RetJrcEN,PAINT TO PAINT 1 ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRECTUA WIrTH NON-AFLECTIVE•PAINT AS REQ'D.CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITIQN OF RUCTUIig ATeatOPOSED4N1OUNIING LOCATION TO ENSURE • EXISTING COMDINIONS ARECUITABLE AT SPECIFIED ELEVATION. • NEW ASITENNSS SHALL2O1•EXED EXIST:VG TTFPFipIGHT U.N.O. • RETU4 4L ITSED EQUI&MNT•AND HARDWARE•TO4-MOBILE WAREHOUSE. • • ALL CLIMBINC•PATHS ON TOWER/MONOPSLL•TO AMAIN FREE 8 CLEAR OF MOUNTS,EQUIPMENT,ETC-IF CABLE CLIMB IS CURRENTLY OBSTRUCTED OR CA SC A D IA PM TRAPPED IN ANY WAY,THIS MUST BE RECTIFIED DURING THE INSTALLATION OF ►rcdsian Program Management THIS UPGF3ADE. • ••• • • •• •• • • • • • • • • ••• ••• •• • • • •• CENTERLINE • c ■i,,nnru. (N)T-MOBILE PANEL ANTENNAS(TYP OF 1 Advancvg Alleles NetssOih PER SECTOR,TOTAL OF 3)MOUNTED ON (E)PLATFORM MOUNT;SUITABILITY OF CROWN PLATFORM/MOUNT FOR FINAL LOADING (E)T-MOBILE ANTENNA TIP HEIGHT ailk CONFIGURATION TO BE VERIFIED BY (N)T-MOBILE ANTENNA TIP HEIGHT pih CASTLE 3103'-1" OTHERS PRIOR TO INSTALLATION ±105'-0" �� (E)T-MOBILE PANEL ANTENNA, (TYP OF 3 PER SECTOR,TOTAL REMOVE(9)(E)DUAL PORT OF 9),TO BE REMOVED (E)T-MOBILE ANTENNA RAD CENTER A. / ±100'-T ANTENNAS AND REPLACE WITH(3) -- (N)HEX PORTS,1 PER SECTOR (E)TOP OF MONOPOLE (E)TOP OF MONOPOLE ±100'-8" t _i ±100'-8" i I (E)T-MOBILE DUAL PCS/AWS (E)T-MOBILE STYLE 4 TMA, I \ (N)T-MOBILE ANTENNA RAD CENTER (E)T-MOBILE STYLE 4 TMA, (TYP OF 1 PER SECTOR,TOTAL ±101'-0" w EO PROPe�p,, TMA,(TYP OF 1 PER SECTOR, OF 3),MOUNTED BEHIND t "YJ (TYP OF 1 PER SECTOR,TOTAL G' / TOTAL OF 3),MOUNTED BEHIND I (1 OF 3),MOUNTED BEHIND ANTENNA TO REMAIN I t' -per�p �� �GI NF4 Diy ANTENNA TO BE REMOVED I �. �� I ANTENNA TO REMAIN s� Q� (0 '9 l ! T- i 72352 �i i I l a (E)T-MOBILE TWIN AWS TMA, Ill (TYP OF 1 PER SECTOR,TOTAL I �� OF 3),MOUNTED BEHIND / OREGON lip 1) • ANTENNA TO BE REMOVED I 1:: 1 121200 GA-7 CARRIER OTHER CARRIER Op (GS ANTENNAS TO REMAIN ANTENNAS TO REMAIN I X6/23/201 Op, SAM 1 I I CPM PROJECT NO 8724 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 05-07-15 MM/MS 90%CD REVIEW (E)100'-8"MONOPOLE;CAPACITY 1 06-19-15 RH/MS CLIENT COMMENT OF MONOPOLE AND FOUNDATION (E)100'$"MONOPOLE TO SUPPORT THE PROPOSED LOADING CONFIGURATION TO BE SUBMITTAL ANALYZED BY OTHERS NO. DATE D/C DESCRIPTION 0 06-23-15 MS/MS BP SUBMITTAL t - SITE NAME: I-5 & HIGHWAY 217 SITE ID: P001316D CROWN CASTLE USA# 824674 SITE ADDRESS: 14020 SW 72ND AVE TIGARD,OR 97224 SHEET TITLE (E) EQUIPMENT (E) EQUIPMENT ELEVATIONS ' COMPOUND COMPOUND • I I, 1` I I I 1 `I I t I ro o I $. _ I I SHEET NO L'' . yll ... .. . L. 31 I ., �.. (E)GRADE 0%0"AGL ` . I4' ?..:: ..' L .... ,:I (E)GRADE 0'-0"AGL (194'AMSL) (194'AMSL) A3.0 SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32' SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32' 1 EXISTING WEST ELEVATION SCALE:1/8"=1'-0"(22X34) M�.� 2 FINAL WEST ELEVATION SCALE:1/8"=1'-0"(22X34) .� . . � • • •• •• •• • • • • •• ••• ••• ••• ••• • • •• • • • ANTENNA SCHEDULE - FINAL CONFIGURATION •• •• T • -Mobile" ••• •• • •• • •• •• •- . • • •• • • • • • • • • • • • • •• •• • SECTOR POS. EXIST./NEW MNFR. ANTENNA MODEL PORT DIMENSIONS WEIGHT - (L x W x D) (LBS) 4' • •• ••• • ••• " Al NEW COMMSCOPE SBNHH-1D65C HEX 96.0"x 11.9'x 7.1' 49.6 (E)T-MOBILE PANEL ANTENNA, 0L° (TYP OF 3 PER SECTOR,TOTAL ,ccd,no ,ti° • • ••• • • •• • •• •• OF 9),TO BE REMOVED CO 3 ri ^rd ,o • • A2 ALPHA 0} #mh • • �`�, • • ••• • A3 CASCADIA PM A. P �� d„o (E)T-MOBILE DUAL PCS/AWS 40,5't �S P co� , TMA,(TYP OF 1 PER SECTOR, Q A.,j-- -V'N. Prnisi�►rgy H naemsent - A4 TOTAL OF 3),TO BE REMOVED 4 4.,..f3 •••4- • • • •• •• - •• A I B1 NEW COMMSCOPE SBNHH-1D65C HEX 96.0"x 11.9"x 7.1" 49.6 s �_i 14, Q • • B2 E TMBX�516•R2M .% �•• • • *CENTERLINE BETA /yy/ ifil ,�{ ••• • • GAMMA AZ.=265° y yyii B3 /�, yy (E)100'-8"MONOPOLE g Wifeless Nenrona -64 (E)T-MOBILE TWIN AWS TMA, 4y�/ � m11 �t /31 1 (TYP OF 1 PER SECTOR,TOTAL ,.y`� Hpg11t9 CROWN OF 3),TO BE REMOVED / - C1 NEW COMMSCOPE SBNHH-1 D65C HEX 96.0"x 11.9"x 7.1" 49.6 1 " a? f),-A 4 CASTLE C2 E TMBX�516 R2M R ��t 9 s `� GAMMA GAMMA AZ.=265° / d F - 6, C4 r r. T.4•65-fL �• r) E TMBX-6516 R2M ,/,;(>2:: -,,, GAMMA AZ.=265° so'p, t *TOWER - FINAL EQUIPMENT INVENTORY (E)T-MOBILESTYLE4TMA, 15.6° - 0.0PAOFF (TYP OF 2 PER SECTOR,TOTAL >>6 N p�p `� f`s OF 6),TO REMAIN P M \� Gi NF -O DIMENSIONS WEIGHT `'?„ TN MN C� ?' SCOPE QTY. TECHNOLOGY MNFR. MODEL (L X W X D) (LBS) Q �!/ '9 9� 72352 REMOVE(E) (9) ANTENNA ANDREW TMBX-6516-R2M 59.0'x 6.6"x 3.3" (11.2) W E X - W ADD(N) (3) ANTENNA COMMSCOPE SBNHH-1D65C 96.0"x 11.9"x 7.1" 49.6 S iia OREGON ©, • ETM19V2S12U f' • (E)TO REMAIN (6) TMA COMMSCOPE (TMA STYLE 4) ) 10.0"x 8.6"x 2.3" 11.2 9j 7�P 2/2�0 Qj ETW200VS12U6 SCALE:NTS(11X17) t9JO �Gj - REMOVE(E) (3) • TMA COMMSCOPE (TWIN AWS) 7.7"x 6.3"x 3.1" (11.0) 2 EXISTING ANTENNA PLAN SCALE:NTS(22X34) HER JA ETT19v2S12UB D6/23/201 - REMOVE(E) (3) TMA COMMSCOPE (DUAL PCS/AWS) 10.2"x 6.7"x 3.7• (13.9) I CPM PROJECT NO 8724 I (N)T-MOBILE PANEL ANTENNAS(TYP PRELIMINARY OF 1 PER SECTOR,TOTAL OF 3) *GROUND - FINAL EQUIPMENT INVENTORY MOUNTED ON(E)LOW-PROFILE J NO. DATE D/C DESCRIPTION PLATFORM;SUITABILITY OF 0 05-07-15 MM/MS 90%CD REVIEW PLATFORM/MOUNT FOR FINAL LOADING 06.19-15 RH1MS CLIENT COMMENT DIMENSIONS WEIGHT SCOPE QTY. TECHNOLOGY MNFR. MODEL CONFIGURATION TO BE VERIFIED BY(L X W X D) (LBS) OTHERS PRIOR TO INSTALLATION ADD(N) (1) COVP RAYCAP RNSNDC-7771-PF-48 18.85x 16.08x 5.83" 19.0 (E)T-MOBILE STYLE 4 TMA, (E)100'-8"MONOPOLE;CAPACITY OF NO. DATE D/C DESCRIPTION ADD(N) (3) RRU NOKIA FRLB 15.75"x 15.75"x 5.9" 59.5 0 06-23-15 MS/MS BP SUBMITTAL (TYP OF 2 PER SECTOR,TOTAL . MONOPOLE AND FOUNDATION TO (E)TO REMAIN (6) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6"x 7.3"x 2.6" 7.9 OF 6),TO REMAIN • SUPPORT THE PROPOSED LOADING CONFIGURATION TO BE ANALYZED �i .. BY OTHERS /' �i \Ikk -``` SITE NAME: ?yy�nt+uN+! +. 4.\ "�"' 1-5 & HIGHWAY 217 /y ,'•. ‘4'..\.ii.,.. y yy4 ` �1�mp�t • y �tQ11110� ''�y.• `i / • SITE ID: I� � m2 P001316D /•/ �90my CROWN CASTLE USA#:824674 1 �yy/ � SITE ADDRESS: O..- sp T, 14020 SW 72ND AVE N SBNHH-1D265° TIGARD,OR USA 97224# *THE"TOWER"AND''GROUND"REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1.0 SHEET GAMMA AZ. AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. SHEET TITLE GROUND EQUIPMENT NOTE: • NEW FBBC TO BE INSTALLED IN EXISTING FCOA CABINET(QUANTITIES MAY VARY).ALL OTHER BASEBAND MODULES ARE ASSUMED TO ROTATE MOUNT TO CLEAR ANTENNA • BE EXISTING. CLIMBING FACE OF SAFETY CABLE IF 15.6° • ANTENNA NOTES: CURRENTLY BEING OBSTRUCTED N DETAILS PLANS • REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. TN MN • CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. - • • IF REQUIRED.PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON-REFLECTIVE W E SHEET NO. PAINT AS REQ'D.CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • RETURN ALL UNUSED EQUIPMENT TO T-MOBILE WAREHOUSE. S SCALE:NTS(11X17) SCALE:NTS(11X17) A4 •0 1 ANTENNA AND ANCILLARY EQUIPMENT 3 FINAL ANTENNA PLAN " SCALE:NTS(22X34) SCALE:NTS(22X34) • •• •• •• • • • • •• 1 TOP • •• • • • •• •• •• • • • • • • • • • • • ••• • T • -Mobile ... . • .. . . • • • • • • • • • • • • • • • • • .• WIDTH • •• • ••• • ••• ;tab\ • • • • • • • •• • E • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • t CASCADIA PM PreclsioN Program Management ••• • • • • •• •• • • • • ••• ••• •• • • • •• • CENTERLINE Advancing Wireless Networks FRONT 0 SIDE CROWN w v CASTLE r 1 ANTENNA DATA CO ��q,E9 PHOT MECHANICAL MANUFACTURERECI HEIGHT SPECIFICATIONS WIDTH DEPTH WEIGHT Q��\�(j�G1 N�4''9 l'lr- COMMSCOPE 96.0 IN 11.9 IN 7.1 IN 49.6 LBS Q 72.352 PART# CONNECTORS STANDARD MOUNTING HARDWARE W SBNHH-1D65C (6)7-16 DIN FEMALE INCLUDED (�� PP SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) ( 9��s /12/200 4.1 1 ANTENNA DETAIL SCALE NTS(22X34) - 2 NOT USED SCALE:NTS(22X34) 3 NOT USED SCALE NTS(22X34) LP,. 1AM05� - - D6/23/201 J11111111111[1 I CPM PROJECT NO.: 8724 7 —_ — TOP PRELIMINARY NO. DATE D/C ' DESCRIPTION 0 05-07-15 MM/MS 90%CD REVIEW TOP 1 06-19-15 RH/MS CLIENT COMMENT WIDTH O / / SUBMITTAL DEPTH 1, L WIDTH NO. DATE D/C _DESCRIPTION �( EPT 0 06-23-15 MS/MS BP SUBMITTAL ` SITE NAME: EXISTING SYSTEM MODULE ` 1-5 & HIGHWAY 217 _ I _ 'r FRONT w SIDE FRONT w SIDE SITE ID: -- ��a.?..�t • _ P001316D '— C7 s'" 1 - CROWN CASTLE USA#:824674 - �■FBBC SITE ADDRESS: C 14020 SW 72ND AVE w TIGARD,OR 97224 SHEET TITLE BASEBAND SUB-MODULE:FBBC ECC7920•VPUB(DIPLEXER) ANTENNA AND DL SPEED: 450 MbiUs NSN FRLB LTE 700/BAND 12(REMOTE RADIO UNIT) HEIGHT: 7.6" EQUIPMENT •_ UL SPEED: 150 MbiUs WIDTH: 7.3' DETAILS RP3/OBSAI: 4X6Gbit/s PORTS HEIGHT: 15.75" WIDTH: 15.75" DEPTH 2.6' (ONLY ONE DEPTH 5.9• WEIGHT: 7.9 LBS - AVAILABLE IN RL60) WEIGHT: 59.52 LBS SHEET NO SCALE:NTS(11X17) SCALE:NTS(11X17) SCALE:NTS(11X17) A5.0 4 FBBC MODULE SCALE:NTS(22X34) 5 FRLB (RRU) DETAIL SCALE:NTS(22X34)- 6 DIPLEXER DETAIL SCALE NTS(22X34) - • •• •• •• • • • • •• NOTES: • • • • • • • • • • • • • • SUITABILITY OF PLATFORM/MOUNT(S)FOR FINAL • • •• •• • • • • • • T Mobile LOADING CONFIGURATION TO BE VERIFIED BY OTHERS • • • • • • • • • • PRIOR TO INSTALLATION. • • • • • • • •• - NO WORK SHALL COMMENCE WITHOUT THE (E)2-318"O.D.MIN.ANTENNA PIPE MOUNT APPROVED STRUCTURAL TOWER I ANTENNA/MOUNT • •• ••• (REeLACE yI4 LONGER PIPE TO Illi\ ANALYSIS REPORT(SIGNED AND SEALED)TO BE • • • • • • • AGGOMMIDDATE ANCILLARY EQUIP. PROVIDED UNDER SEPARATE COVER.CONTRACTOR • • • • •• •INSYALUfi10 IF NECESSARY) W •PRIOR TO CONSTRUCTION SHALL REVIEW THE • • • • KEFJ PIPS I FIGHT TO A MINIMUM ' APPROVED TOWER/ANTENNA 1 MOUNT ANALYSIS • • • ear* • REPORT SUPPLIED BY T-MOBILE AND MODIFY,IF CASCADIA PM REQUIRED,ALL APPLICABLE MEMBERS AS INDICATED / Precision Program Managnoent IN CERTIFIED STRUCTURAL REPORT PRIOR TO INSTALLATION ON STRUCTURE. ••• ••• • • ••�)gNTfaNNA MOUNT WITH • • • • • RIEOHARICAL DOWN TILT • ••• ••• •• •• •• •;• CENTERLINE SOL JT.ONc Advarxvg Wireless Ner•gr1s (N)T-MOBILE ANTENNA ATTACHED f":: CROWN TO(N)PIPE MOUNT PER MFG. CASTLE SPECIFICATIONS -SEE 1/A4.0 '11�I]l hil ri cD ,,Q,ED P ROFFS el w(E)LOW PROFILE ANTENNA MOUNT c�,pp z 9 SUPPORT W/RING MOUNT - Q 72352 9 x OREGON S • 2 EQUIPMENT MOUNTING DETAIL SCALE:NTS(11X17) 9�,s+�O�/r212o��coV SCALE.NTS(22X34) HFR ,ypM D6/23/201 CPM PROJECT NO 8724 I NOTE: ALL H-FRAME MOUNTED EQUIPMENT PRELIMINARY TO BE MOUNTED PER NO DATE D/C DESCRIPTION MANUFACTURER SPECIFICATIONS. 0 05-07-15 SNIM/MS 90%CD REVIEW 1 06-19-15 RH/MS CLIENT COMMENT SUBMITTAL NO DATE D/C DESCRIPTION 0 06-23-15 MS/MS BP SUBMITTAL 1 (E)ICE-BRIDGE n∎ III III N)DIPLEXER MOUNTED TO(N) UNI-STRUT (TYP OF 6) SITE NAME: I ,' (N)H-FRAME;SPACE P1000 UNI-STRUT I—5 & HIGHWAY 217 AS REQUIRED FOR MOUNTING EQUIPMENT SITE ID: ■ P001316D N-STR MOUNTED 3)(N) UNI-STRUT (TYP OF 3) CROWN CASTLE USA#:824674 c I� SITE ADDRESS: 14020 SW 72ND AVE (E)ICE-BRIDGE POSTS TIGARD,OR 97224 A. .X SHEET TITLE CONSTRUCTION DETAILS SHEET NO. (E)CONC.SLAB SCALE:NTS(11X17) SCALE:NTS(11X17) A6 .0 1 NOT USED 3 EQUIPMENT MOUNTING DETAIL SCALE:NTS(22X34) SCALE:NTS(22X34) — e1 •• •• •• • • • • •• •N19T66:• • • • • • • • • • • •� .��•"• • • • • • • T Mobile •.: �L CO�cIAL C�BIf CONNiCT•ONS T06EWVEATHERPROOFED. • •2• OONTRACTOR TO SIP CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: A -• • F�{.COAXI CAI�L�i TO BE 6IARK�yVITH COLOR CODED TAPE TO Ali • • •• INDIC.ATE TF+E ANTENNA SECTOR. • Ihk\ • , • • "170LO1lED•EL:CTIICAL}APE HALL IRK EACH END OF CABLE AEID EACH I�IDjDF•IUMPERS A CL046E1TO EACH END AS POSSIBLE. i _r I Unwed OE 700 • (LOTTO INTERFERE WITH WA VSPROOFING.) - - iAfuha) (4 CASCADTA PM 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY ;f Management N • QDIQ D T MEN Ty S COZTRICIOR pUI ENEL SUPPLY SUPPORTS AS NT 5. •JERTI®AL OIONNEORIONSISHALLIBEYAPED FROM THE BOTTOM UP SO :DVERI:\P MMS V1IRMY:RCtl CONNECTION(SEE STEP 4). *CENTERLINE Configuration 703 Single Hex : 4 3 1 6. IPROWIIIiHEAT SITYINII INIPLAC80OF TAPE FOR QUAD POLES 8 TMAS. co 1 r ,n (1 d sling��� dimity) _ 7. ALL ANTENNAS 8 COAXIAL ANTENNA CABLE TO BE FURNISHED BY Advancing WurkssNeMwfa M; . .I I'�4 T-MOBILE AND INSTALLED BY CONTRACTOR. ® 8. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1" `� WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING CROWN LOCATIONS: �`/ CASTLE #1-AT ANTENNA CONNECTION X #2-AT ENTRY TO EQUIPMENT CABINET r 1= 9. 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 APPLICABLE),AND DISTRIBUTE TO EACH ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND - - KITS PER COAXIAL CABLE.VERIFY NUMBER OF ANTENNAS,CABLE,AND CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. 1 : - �`cO P ROpFS Q 72352 9 1 111 X X ,1,71 6- �I,,,,Equipment) I I w;,�i OREGOPI Ungraded 9�s "12120 4. r . ( equipment 36/23/201 OpH RE Jr wo" ,� R•eonFWn• ��� i�G equipment - ` ( CPM PROJECT NO.: 8724 hwlos 00denYed Co lls: I ,J L PRELIMINARY N 3e tm • NO. DATE D/C DESCRIPTION 1 1 05-07-151v1M/MS 90%CD REVIEW if N. 0 S1 06-19-15 RH/MS CLIENT COMMENT C.: ,••••--.." SUBMITTAL - ■ ` NO DATE D/C DESCRIPTION a i_^1� ° ° ° : . 0 06-23-15 MS/MS BP SUBMITTAL rI ; 1 11'111 111 111 ' f1' 111'11 1 i ' ' 1/ ',.:"^;"'1' „, °� 'a?',.•-.P.� ae ,. SITE NAME: > - , I-5 & HIGHWAY 217 -- - - -:: • ..: SITE ID: .., :,1.• it L2109 -.�.,/S" Ewe 1 P001316D c 51 CROWN CASTLE USA#:824674 SITE ADDRESS: 14020 SW 72ND AVE TIGARD,OR 97224 SHEET TITLE 1331.,,,xsr. RF DETAILS SHEET NO. RF1 •0 1 RF DETAILS - ANTENNA & ANCILLARY EQUIPMENT PLUMBING DIAGRAM _ • •. ••• ••• • •• •• •• •..•ANTENNA SCHEDULE - FINAL CONFIGURATION :" TES: • :•' ••• • •• • • • • T • -Mobile• •,.• A!L COFKIAL CABLE CONN,CT1bNS TO1N WEATHERPROOFED. DIMENSIONS WEIGHT MECHANICAL ELECTRICAL •2.• CONTRACTOR TO I IP CABLESIAND JUM RS WHERE NECESSARY. SECTOR POS. EXIST./NEW MNFR. ANTENNA MODEL PORT (L x W x D) (LBS) AZIMUTH DOWNTILT DOWNTILT 3. TAGGING: Al NEW COMMSCOPE SBNHH-1 D65C HEX 96.0"x 11.9"x 7.1" 49.6 30° TBD TBD • • Abl•COAXIA4 CARILi0 TO BE NARKED WITH COLOR CODED TAPE TO taiii\ • •INUIOATE THE ARTENNA S€€C • A2 • •'V5LORItD:14TOAL TAPE;HAL!%14RK EACH END OF CABLE ALPHA - A3 • •AND EACH EINDCF PUMPERS ASCLORE•O EACH END AS POSSIBLE. • (HOT TO INTERFERE WITH WA�EIPROdFING.) CASCADIA I'M A4 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY Precision Program Management B1 NEW COMMSCOPE SBNHH-1D65C HEX 96.0"x 11.9"x 7.1" 49.6 150° TBD TBD •da"14 GENTiR.COVRAF=OR illiALL SUPPLY SUPPORTS AS REQUIRED TO MEE*THIS REQUIREMENT. B2 5 e/ERTI L �IiEC S h�,RLL DE:APED FROM THE BOTTOM UP SO BETA bVERLyP M VF$VW,TER&,WAY FROM CONNECTION(SEE STEP 4). *CENTERLINE B3 6. •ROVIDL•HEA•sHNINKPINIPLAtEtt TAPE FOR QUAD POLES&TMAS. c n i,r n N: 7. ALL ANTENNAS&COAXIAL ANTENNA CABLE TO BE FURNISHED BY Adaxvg Wireless ks B4 T-MOBILE AND INSTALLED BY CONTRACTOR. 8. COAX SHALL BE TAGGED WITH COLOR CODING AT(2)PLACES USING 1" Cl NEW COMMSCOPE SBNHH-1D65C HEX 96.0"x 11.9"x 7.1" 49.6 265° TBD TBD WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING `� C ROW N LOCATIONS: C2 CASTLE GAMMA - #1-AT ANTENNA CONNECTION C3 #2-AT ENTRY TO EQUIPMENT CABINET C4 9. RUN COAXIAL CABLE WITH MINIMUM 12"SLACK&12'FROM EDGE OF EQUIPMENT CABINETS,ACROSS WAVE GUIDE BRIDGE(IF APPLICABLE), UP TO TOWER LEG(IF APPLICABLE),AND DISTRIBUTE TO EACH ANTENNA DEVICE.FURNISH AND INSTALL A MINIMUM OF(3)GROUND KITS PER COAXIAL CABLE.VERIFY NUMBER OF ANTENNAS,CABLE,AND CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. ( ��p, SPRQF .GI Nk- 19 k. Q 72352 9 x I1.I ,A OREGON S■ " 71/2/2a� G • �6/23/20�r0 Hf R JA �'�S5 rC PM PROJECT NO.: 8724 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 05-07-15/NM/MS 90%CD REVIEW 1 06-19-15 RH/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 06-23-15 MS/MS BP SUBMITTAL SITE NAME: 1-5 & HIGHWAY 217 SITE ID: P001316D CROWN CASTLE USA#:824674 SITE ADDRESS: 14020 SW 72ND AVE TIGARD,OR 97224 SHEET TITLE RF DETAILS SHEET NO. RF2 •0 1 RF DETAILS