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Plans (7)
809 2-o22 - CO2!-12- Q SW SANDBURG 3T AMERICAIY TOWER. N ` `�� ATC TOWER SERVICES,LLC \\ �9e,iiLLr tiRV sn J�N 1 sr` ON i�. 3 -—l-w . g -,l:^ "'✓~,] k) : sAigl'yra , w-* 3600 RESUITE 10GENCY ARKWAY {� Portland O� Ly ,s� - KnT (' nxSs7 ffi.y_ . .y° CARY,NC 27518 _ GO., rx- ��NG�A = F # t_ :iffy «•'rq fit 1E ':' }i.'-. PHONE:(919)468-0112 Y u xvµ } 1 I..1 • _i } _• • _ *, THE USE AND PUBLICATION OF THESE ORAWNGS AM ERICAN TOWER® SFV LL BE RESTRICTED TO THE ORIGINAL SITE FOR ' "`• s WHICH THEY ARE PREPARED.ANV USE OR * �I DISCLOSURE OTHER THAN THAT WHICH RELATES ., :� �,�.,� y TO AMERICAN TOWER OR THE SPECIFIED CARRIER • ,.„ „+ + �- 1.*r` ,. IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT ATC SITE NAME: PORQ SANDBURG OR � J I NOR THE RUCTIENGINEER WILL BE PROVIDINOJECSITE .-L.' IItTE LOCATION `... '��� ;r CONSTRUCTION REVIEW I F THIS PROJECT. L-.- }>-'—' • - L4 *' k CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS ATC SITE NUMBER: 414382 i ANDRRIER FAMERICANANY TOWER OR THE SPECIFIED • }. CARRIER OF ANV DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY T-MOBILE SITE NAME: 1-5 N& HWY 217 RELO �` THE ATEST VERSION. '' •' '-- REV. DESCRIPTION BY DATE ( •o . :. -4 - _,, ! , ' Iq� FOR CONSTRUCTION AP 06/16/22 T-MOBILE SITE NUMBER:P001317A =--� n CUSTOMER COMMENTS D SITE ADDRESS: 6900 SW SANDBURG ST. i ,- �� , E L VICINITY MAP TIGARD, OR 97223 LOCATION MAP n ATC SITE NUMBER: 414382 T-MOBILE REPLACEMENT COLOCATION PLAN ATC SITE NAME: 56790EZ_SR_T CONFIGURATION PORQ SANDBURG OR T-MOBILE SITE NAME: COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX 1-5 N& HWY 217 RELO SITE ADDRESS: , ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE NETSPROP A PROJECT INCLUDES INSTALLING EQUIPMENT IPMEM SHEET DESCRIPTION: REV: DATE: BY: 6900 SW SANDBURG ST, IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE CABINETS ON A PROPOSED CONCRETE PAD INSIDE A 10'X 16 NO: FOLLOWING CODES AS ADOPTED BY THE LOCAL 6900 SW SANDBURG ST. GROUND SPACE WITHIN THE EXISTING COMPOUND,AND TIGARD,OR 97223 TIGARD,OR 87223 INSTALLING NEW EQUIPMENT AND MOUNTS ON THE EXISTING G-001 TITLE SHEET 1 06 03/22 AP SEAL: GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TOWER. • TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO COUNTY:WASHINGTON (}0py GENERAL NOTES 0 05/1622 AP TOWER SCOPE: THESE CODES. INSTALL(1)PLATFORM WITH HANDRAILS,(6)ANTENNA(s),(6)RRU(s), C-001 OVERALL SITE PLAN 1 06/0322 AP b,` AEA PRb�e SS GEOGRAPHIC COORDINATES: (2)PENDANT CONNECT(4),AND(2)1.99°HYBRID CABLE(a) F 1. 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) LATITUDE:45.419970 C-101 DEMOLITION PLAN 1 06/03/22 AP (�� �41 N✓`'4L` �Q 2. 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) GROUND SCOPE: LONGITUDE:-122.748356 REMOVE(1)POWER/TELCO H-FRAME,CAPPING OFF CONDUITS v p 3. INTERNATIONAL BUILDING CODE(IBC) GROUND ELEVATION:207'AMSL UNDERGROUND 0102 DETAILED SITE PLAN 1 06/0322 AP QZO/e1BPE 4. NATIONAL ELECTRIC CODE(NEC) INSTALL(1)CONCRETE PAD,(1)ICE CANOPY,(1)PPC,(1)GPS,(2) C-103 DETAILED EQUIPMENT PLAN 1 06/03/22 AP //�V/ �4 6. LOCAL BUILDING CODE JUNCTION BOX,(2)H-FRAME,(1)METER,(1)VERTIV CUBE,(2)LED C-201 TOWER ELEVATION 0 0&18/22 AP '.1. SITE FIBER ,ONDUIT MEET POINTVAULT,(1)2'P(}WER CONDUIT, EGON�6. CYTYlCOUNTY ORDINANCES CABIN IBER C ((2)A ,(1)ICE BRIDGE,(1)DELTA HPL3 600A DC ,,,,,,,,,,,, /CABINET WITH[(2)AMIA,(1)ASIL,(1)FSMF,(3)ABIA,(3)ABIC,(2) C-401 ANTENNA INFORMATION&SCHEDULE •PASIO],(1)VOLTAGE BOOSTER WITH((3)AMPS AND(1)CSR IXRE V2AA. - ROUTER],AND(1)DELTA LB3 BATTERY CABINET WITH(4)BATTERY a�o1 MOUNT DETAILS Authorized by 11 FOR 11 P 4-C q,ti PROJECT TEAM STRINGS G6D2 CONSTRUCTION DETAILS P '4EL pE _— PROJECT NOTES 09 Jun 2022 u'. .I I _�.,.,�r, TOWER OWNER: APPLICANT: C-503 CONSTRUCTION DETAILS IV—•-IK 1. THE FACILITY IS UNMANNED. /'� U . ob 11 e•• AMERICAN TOWER T-MOBILE 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A E-101 GROUNDING DETAILS 1 06/0322 AP 10 PRESIDENTIAL WAY 830 NE HOLLADAY ST MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. �1 WOBURN,MA 01801 PORTLAND,OR 97232 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND E-601 GROUNDING DETAILS 0 05H 822 AP UTILITY COMPANIES DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. E-601 PANEL SCHEDULE&ONE-LINE DIAGRAM 0 05N6/22 AP ENGINEER' 4. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL _ IS REQUIRED. DATE DRAWN: 06/1822 POWER COMPANY:PORTLAND GENERAL ELECTRIC ATC TOWER SERVICES,LLC 5. HANDICAP ACCESS IS NOT REQUIRED. R-601 SUPPLEMENTAL PHONE:(800)822-1077 350O REGENCY PKWY STE 100 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN — ATC JOB NO: 13719682_03 TELEPHONE COMPANY:COAICAST CARY,NC 27518 ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED R-602 SUPPLEMENTAL CUSTOMER ID: I-5 N&HWY 217 RELO PHONE:(800)934-6489 REVIEW UNDER 47 U.S.C.§1456(A)AS A MODIFICATION OF AN R-603 SUPPLEMENTAL CUSTOMER 0: P001317A - - PROPERTY OWNER: EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION,REMOVAL,AND/OR REPLACEMENT OF R-604 SUPPLEMENTAL CITY OF TIGARD • HOG LP TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL ' 6900 SW SANDBURG ST, CHANGE UNDER CFR§1.81000(B)(7). TIGARD,OR 97223 ----- R-6o5 SUPPLEMENTAL Approved by Plennil TITLE SHEET PROJECT LOCATION DIRECTIONS R-606 SUPPLEMENTAL Date 12512k- `� FROM PORTLAND:TAKE 1-5 S.TAKE EXIT 293 TOWARD HAINES ST~ R-807 SUPPLEMENTAL KEEP LEFT AT THE FORK TOWARD SW DARTMOUTH ST.CONTINUE --- Initials: cAni SHEET NUMBER: REVISION: Know what's below. ONTO SW DARTMOUTN ST.TURN LEFT ONTO SW AVE.TURN —00 call before you dig. LEFT ONTO SW SANDBURG ST.TURN RIGHT TO STAY ON SW SANDBURG ST.THE DESTINATION WILL BE ON THE RIGHT. GENERAL CONSTRUCTION22. PRIOR TO SUBMSSION OF BID,CONTRACTOR SHALL COORDINATE WITH T.MOBILE REP -RETARDING: NOTES: TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR.ALL REQUIRED G. ASTM C l94/O l94M,TYPE B B. ALL WELDS SHALL BE INSPECTEDBE PERMITS NOT OBTAINED BY T-NWBILE MUST BE OBTAINED,µD PNO FOR BY THE ENETRN VISUALLY.26%OF WELDS SHALL T 1. OWNER FURNISHED MATERIALS,T-MOBILE`THE COMPANY'WILL PROVIDE AND THE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO BEET THE CONTRACTOR WILL INSTALL CONTRACTOR. ACCEPTANCE CRITERIA OF AWS D1.1.REPAIR ALL WELDS AS NECESSARY. 6. MNIWMCONGRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 3". A. BTS EQUIPMENT FRAME(PLATFORM)AND ICEBRIDGE SHELTER(GIRCUND 23. CONTRACTOR SHALL INSTALL ALL SITE$NONAGE IN ACCORDANCE WITH T-MOBILE C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR 8. A3/4'CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN BUILDICO-LOCATE ONLY) SPECIFICATIONS AND REQUIREMENTS. ACCORDANCE WITH AO 301 SECTION 424,UNLESS NOTED OTHERWISE. B. ACJTELCO INTERFACE BOX(PPC) AMERICANTOWER• C. ICE BRIDGE(CABLE TRAY WITH COVER)(GROUND BUILD/CO-LOCATE ONLY,GC 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE FOR REVIEW µD D. R IS THE CONTRACTORS REBPONSIBIUTY TO PROVIDE BURNING/WELDING 7. INSTALLATION OF CONCRETE EXPANSIONMEDGE ANCHOR SHALL BE PER TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) APPROVAL PRIOR TO FABRICATION. PERMITS AEREQUIRED BY LOCAL GOVERNING AUTHORITY µD IF REQUIRED MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE.THE ANCHOR BOLT,DOWEL ATC TOWER SERVICES,LLC 0. TOWERS.MONOPOLES SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANV WELDING ACTIVITY. OR ROD SHALL CONFORM TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT E. TOWER UGHTING DEPTH OR AS SHOWN ON T DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR 8600 REGENCY PARKWAY THE 26. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S APPROVAL FROM AN ATC ENGINEER WHEN DRILLING HOLES IN CONCRETE. SUITE 100 F. GENERATORS 8 LIQUID PROPANE TANK E. ALL ELECTRODES TO BE LOW HYDROGEN,MATCHING FILLER METAL,PER AWSCARY,NC 27518 G. ANTENNA STANDARD BRACKETS,FRAMES AND PIPES FOR MOUNTING SPECIFICATIONS LOCATED ACCORDING TO T-MOBILE BPEgFlCATONB,AND AS D1.1,UNLESSNOTED OTHERWISE H. µTEfMAS(INSTALLED BY OTHERS) SHOWN INN THESE AND PLANS. PHONE: 18 8. ADMOCTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED )4684)112 I. TRANSMISSION LINE F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS.UNLESS NOTED IN"METHOD 1"OF AC 301. J. TRANSMISSION UNE JUMPERS 28. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HERON. OTHERW SE. K. TRANSMISSION UNE CONNECTORS WITH WEATHERPROOFINGKITE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION L. TRANSMISSION UNE GROUND KITS MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR 9. DO NOT WELD OR TACK WELD REINFORCING STEEL. THE USE AND PUBLICATION OF THESE DRAWINGS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL,CONTRACTOR SHALL GRIND SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR M. HANGERS OFF GALVANIZING M°BEYOND ALL FIELD WELD SURFACES.AFTER WELD AND 10. ALL DOWELS,ANCHOR BOLTS.EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE WHICH THEY ARE PREPARED.ANY USE OR N. HOSTING GRIPS WELD INSPECTION IS COMPLETE,REPAIR ALL GROUND AND WELDED SURFACESDISCLOSURE OTHER THAN THAT WHICH RELATES 27. CONTRACTOR SHALL NOTIFY T-MOBILE REP A MINIMUM OF 48 HOURS IN ADVANCE OFWITH IN PLACE GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE TO AMERICAN TOWER OR THE SPECIFIED CARRIER O. BTS EQUIPMENT POURING CONCRETE OR BACKFl W NG ANY UNDERGROUND UTILITIES,FOUNDATIONS OR MANUFACTURERS C E COLD RECOMMENDATIONS. COMPOUND PER ABTA A7B0 AND IN PLACE BEFORE START OF CONCRETE PLACEMENT. SEALING ANY WALL,FLOOR CR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT 2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATFRW S FOR THE APPROVAL 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. NOR THE ENGINEER WILL BE PROVIDING ON-SITE COMPLETE INSTALLATION OF THE SITE INCLUDING,BUT NOT LIMITED TO,SUCH H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING CONSTRUCTION REVIEW OF THIS PROJECT. MATERIALS AS FENCING,STRUCTURAL STEER SUPPORTING SUB-FRAME FOR PLATFORM, 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH WHERE REQUIRED WRING CONSTRUCTION UNTIL ALL CONNECTIONS ARE CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS ROOFING LABOR AND MATERIALS,GROUNDING RINGS,GROUNDING WIRES, ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL COMPLETE. 12. DO NOT PUCE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. AND ADVISE AMERICAN TOWER OR THE SPECIFIED COPPER-CLAD OR XIT CHEMICAL GROUND RODE),BUSS BARS,TRANSFORMERS AND NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES CARRIER OF ANY DISCREPANCIES.ANY PRIOR DISCONNECT SWITCHES WHERE APPLICABLE TEMPORARY ELECTRICAL POWER, SUCH AS WELDING AND FIRE PREVENTION,TEMPORARY SHORING,SCAFFOLDING, I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM 13. FOR COLD-WEATHER(ACT 306)AND HOT-WEATHER(AO 30114)CONCRETE PLACEMENT. ISSUANCE OF THIS DRAWING IS SUPERSEDED BY CONDUIT,LANDSCAPING COMPOUND STONE CRANES,CORE DRIWNG,SLEEPERS AND TRENCH BOXES/SLOPING,BARRIERS,ETC. THE ENGINEER,AND T-MOBILE PROJECT MANAGER IN WRITING CONFORM TO APPLICABLE Ad CODES AND RECOMMENDATIONS.IN EITHER CASE, THE LATEST VERSION. RUBBER MATTING,REBA ,CONCRETE CAISSONS.PADS AND/OR AUGER MOUNTS, MATERIALS CONTAINING CHLORIDE,CALCIUM,SALTS,ETC.SHALL NOT BE USED. MISCELLANEOUS FASTENERS,^sw F TRAYS,NON-STANDARD ANTENNA FRAMES AND PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS,MINIMUM REV. DESCRIPTION BY DATE ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE,ALL EXISTING FACILITIES AND SPECIAL CONSTRUCTION THE DRAWINGS AND SPECIFICATIONS.IT IS THE POSITION OF T-MOBILE TO APPLY FOR SUCH OF HIS NEW WORK UABLE TO INJURY DURING THE CONSTRUCTION PERIOD.ANY . PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS ANTENNA INSTALLATION NOTES: 14. ALL CONCRETE SHALL HAVE A"SMOOTH FORM FINISH' %0 FOR CONSTRUCTION AP 05/1622_ PERMITS. REPRESENTATIVES,OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS ;�\ CONTRACTOR OR HIS REPRESENTATIVES,EITHER TO THE EXISTING WORK,OR TO HIS =� -- 16. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE A 3. ALL SHALL CONFORM TO ALL APPLICABLE FEDERAL, WORK OR THE WORK OF ANY OTHER CONTRACTOR,SHALL BE REPAIRED AT HIS CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER UNLESS OTHERWISE STATE,AND LOCAL EXPENSE THE OWNER'S SATISFACTION. i. WORK INCLUDED: SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL CODES,INCLUDING WORK INC ALL C µFORM TA ALL CURRENT COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER A TENSILE CAPACITY(CLASS A)IN ACCORDANCE WITH ACI 318. '�-�, - 30. ALL WORK SHALL BE INSTALLED IN A FIRST GASS,NEAT µD WORKMµUKE MANNER �' BY MECHANICS SKILLED IN THE TRADE INVOLVED.THE QUALITY OF WORKMANSHIP SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST ANTENNA �� __._ 4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE REP.ANY WORK FOUND BY INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. 16. DETNUNG OF REINFORCING STEEL SHALL CONFORM TO'AC MANUAL OF STANDARD WRITES PRIOR TO START OF CONSTRUCTION. THE T-MOBILE REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE EEREE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PRACTICE FORDETAIUNG REINFORCED CONCRETE STRUCTURES"(ACT 3161 ATC SITE NUMBER: REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS 414382 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED OBTAINED. 17. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL INSPECTIONS. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS µD T-MOBILE CONSTRUCTION JOINTS.UNLESS SHOWN IN THE CONTRACT DRAWINGS. 31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE,ALL TYPES OF SPECIFICATIONS. ATC SITE NAME: 6. ALL DIMENSIONS TO,OF,AND ON WOSTING BUILDINGS,DRAINAGE STRUCTURES,AND MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMESµD/OR 18. LOCATION OF ALL CONSTRUCTiON JCSNTS ARE SUBJECT TO THE REQUIREMENTS OF THE PORQ SANDBURG OR SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL MANUFACTURER'S CATALOG NUMBER SHALL SE PROVIDED BY THESE MANUFACTURERS C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. CONTRACT DOCUMENTS,CONFORMANCE WITH AO 318.AND ACCEPTANCE OF THE DISCREPANCIES REPORTED TO THE ENGINEER AS SPECIFIED. ENGINEER.DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE ANDCONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT T-MOBILE SITE NAME: 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 32. T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE WAREHOUSE, PROVIDE PRINTOUT OF THAT TEST. DRAWINGS. 1-5 N& HWY 217 RELO NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED,STORED,UNCRATE,PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE 19. SPLICES OF WARP,AT ALL SPLICED EDGES,SHALL BE SUCH THAT THE OVERLAP 8. DETAILS SHOWN ARE TYPICAL;SOL ER DETAILS APPLY TO SIMILAR CONDITIONS UNLESS THE EQUIPMENT IN OPERATION.READY FOR USE.THE CONTRACTOR SHALL BE E CONTRACTOR SNAIL PROVIDE FOUR(4)SETS OF SWEEP TESTS USING SITE ADDRESS: OTHERWISE NOTED. RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. ANRI ZU-PACKARD 8713E RF SCALAR NETWORK ANALYZER.SUBMIT FREQUENCY MEASURED BETWEENCING 1TIECROSS WIRE CROSS PLUS WIRES INCHES,EACHNOR LE SHEET IS NOT LESS DOMAIN REFLECTOMETER(FOR)TESTS RESULTS TO THE PROJECT MANAGER. THAN THE SPACING OF THE CROSS WIRE 2 LESS TIHAf18". 6900 SW SANDBURG ST. SWEEP TESTS SHALL BE AS PER ATTACHED RFS'MINIMUM FIELD TESTING TIGARD,OR 97223 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 33. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY RECOMMENDED FOR ANTENNA AND HEUAX COAXIAL CABLE SYSTEMS"DATED 20. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS.SAFETY WHICH SHALL BE THE SOLE RESPONSISIUTY OF THE CONTRACTOR EQUIPMENT OR MATERIALS WHICH,IN HIS OWN OPINION ARE NOT IN COMPUANCE WITH 10/5/93.TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE SEAL: THE CONTRACT DOCUMENTS,EITHER BEFORE OR AFTER INSTALLATION AND THE AM)BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. 10. BRACE UNTIL ALL STRUCTURAL ELEMENTS NEEDED EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE 21. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT FORCONTRACTORTTABILITY SHALLRE BRACE STRUCTURESD.THES E UNTIL ALLS STE AS FOLLOWS::LATERAL BRACING, REQUIREMENTS OF NE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO BY CONSTRUCTION TRAFFIC OR CONCRETE.TIE WIRE SHALL BE OF SUFFICIENT ANCHOR BOLTS.ETC. T-MOTILE OR THEIR ARCHITECT/ENGINEFR F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND STRENGTH FOR INTENDED PURPOSE,BUT NOT LESS THAN NO.18 GAUGE. d�A�A PROR�,�� EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.WEATHERPROOF ALL CONNECTIONSBETWEENR THEEANTENNA ANDCABLE EQUIPMENT THREE E E PER) MANUFACTURER'SINEXOF22. SLAB ON GROUND:COMPACT STRUCTURAL FILL TO 96%DENSITY AND THEN PLACE B' / N ��1 -7t. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS STRUCTURAL STEEL NOTES: REQUIREMENTS.PORTLATOM UNLESS OTHERWISE THE COAXIAL E STATHREE FEET(3) IN EXCESS OF "kl 92 N • 'j(•fG• DRAINS.DRAIN PIPES,VENTS,ETC.BEFORE COMMENCING WORK ENTRY LOCATION UNLESS OTHERWISE STATED. GRAVEL BENEATH BLAB. S�i188PE 12. INCORRECTLY FABRICATED,DAMAGED,OROTFRWI�M3FlTTNGOR 1. BTRUCf11R'LLSTPEI-SHALL DESIGN, TO U7EST)0ERECEDITION OF THE ASC G. ANTENNA AND COAXIKCABLE ORWNONIX ELECTRICAL NOTES: ' NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE FOR'SPECIFICATION FOR THE DESIGN,FABRICATION µ0 ERECTION OF STRUCTURAL STEEL REP PRIOR TO REMEDIAL OR CORRECTIVE ACTOR ANY SUCH REMEDIAL ACTON SHALL FOR BUILDINGS.' ,��� l /' REQUIRE WRITTEN APPROVAL BY THE T-MOBILE REP PRIOR TO PROCEEDING. 2. WEATHER EXTERIOR08GW GTROUNOECTO WIRE IEPUCEISY EATHERROCEN RETOBE SEALED WITH RFS CONNECTORSWBPUCE WFA7NHRPROOFlN010T p221213 OR 1. ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR ELECTRICAL f` 2. STRUCTURAL STEEL ROLLED SHAPES,PLATES AND BARS SHALL CONFORM TO THE EQUAL. WITHAU_CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES A APPLICABLE LOCAL XtRaEG ON13. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE REP,AND COORDINATE HIS FOLLOWING A$TM DESIGNATIONS: AND STATE CODES AND NATIONAL ELECTRICAL CODE. 101 WORK WITH THE WORK OF OTHERS. 3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF M� A. ASTM A-572,GRADE 60-ALL W SHAPES,UNLESS NOTED OR A962 OTHERWISE COAXIAL CABLE(NOT WITHIN BENDS). 2. ALL SUGGESTED ELECTRICAL EL "E TT 11 ER TAR 14. CONTRACTOR SHAH_REPARANY DAMAGE CAUSED BY CONSTRUCTION OFTI-0S CONDUTSSIZES)AREFORZONEAuthorized by L:OR OF y1(1 �'r4 PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION B. ASTM A36-ALL OTHER ROLLED SHAPES,PLATES MAD BARS UNLESS NOTED THE ELECTRICAL CONTRACTOR 1 _ HALM Q OF THET-MOBILE CONSTRUCTION MANAGER. OTHERWISE. CONCRETE AND REINFORCING STEEL NOTES: CODES AND PASSA.ILAPPHCABI09 Jun 2022 09:53:17 °IT. - - `4 MAY BE NECESSARY TO PERFORI 15. ALL C•PI F/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING C. ASTM A-500,GRADE B-HSS SECTION(SQUARE,RECTANGULAR,AND ROUNDTHE RESPONSIBILITYSP OF THE EXISTING H OL 18 i INSTALLATION USING A SIUCONE SEALANT. RI I. DESIGN AND ONS OF CONSTRUCTION AP OF ALL CODES IN L LNG:A SHALL CONFORM TO THE THE OF THE EI.E......,,...,..,.,,..- LATEST EDITIONS OF ALL APPLICABLE CODE9INCLUDING:Aq 301'SPECIFICATIONS FOR • D. ASTM A326,TYPE SC OR N -ALL BOLTS FOR CONNECTING STRUCTURAL CONCRETE FOR BUILDINGS',AO 117"SPECIFICATIONS FOR TOLERANCES P • 18. WHERE EXISTING CONDTION3 DO NOT MATCH THOSE SHOWN IN 7NI8 PLAN SET, MEMBERS FOR CONCRETE CONSTRUCTOR AND MATERIALS',AND ACI 318'BUILDING CODE 3. CONTRACTOR SHALL HELD LOCATE ALL BELOW GOOF GROUNDING CARIES ANDill ® V CONTRACTOR SHALL NOTIFY THE TIMOBILE REP AND ENGINEER OF RECORD REQUIREMENTS FOR REINFORCED CONCRETE` UTILITY UNES PRIOR TO CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR {�,� IMMEDIATELY. RELOCATION OF ALL UTILITIESAND GROUNDING LINES THAT MAY BECOME DISTURBED E. ASTM P.155407 -ACHOR BOLTS,UNLESS NOTED OTHERWISE ORCONFUCING IN THE COURSE OF CONSTRUCTION. All ANCHOR 2. IA DESIGN SHALL BE APPROVED BY T-MOBILE REP PRIOR TO PLACING CONCRETE. 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 3. AU.EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER DATE DRAWN: 05/16/22 3 FABRICATION PER ASTMA723 EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL ' CONCRETE SHAH_BE NORMALWEIGHT,8%AR ENTRAINED(•%1.5%)WITH A SLUMP 18. CONTRACTOR SHALL REMOVE AU.RUBBISH AND DEBRIS FROM THE SITE AT THE END OF GALVANIZED PER ASTM A159 OR 8696. RANGE OF 3'8'AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI ATC JOB NO: 13718582 D3 EACH DAY. UNLESS OTHERWISE NOTED. CUSTOMER ID: 1.6 N8 HWY 217 RELO 4. ALL FEID CUT SURFACES.FIELD DRILLED HOLES AND GROUND SURFACES WHERE 4. THE FOLLOWING MATERIALS SHALL BE USED: CUSTOMER N: PO01317A EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED BATH 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER (2)BRUSHED COATS OF?RC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 PORT AND CEMENT: ASTM C150,TYPE 2 CORPORATION(ATC)AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF AND MANUFACTURER'S RECOMMENDATIONS. REINFORCEMENT: ASTM A185,PLAIN STEEL WELDED WIRE FABRIC OTHER OCCUPANTS OF THE FACILITY. REINFORCEMENT BARS: ASTM A615.GRADE 00,DEFORMED 6. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND NORMAL WEIGHT AGGREGATE ASTM C33 ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE GENERAL. NOTES 20. CONTRACTOR SHALL FURNISH T-MOBILE AND AMERICAN TOWER CORPORATION(ATC) DETAILED ON STRUCTURAL DRAWINGS. WATER: ASTM C SRC SRN CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. 3. CONNECTIONS: WELDED MARE FABRIC: ASTM A186 FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR 21. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH T-MOSILE REP ADMIXTURES: ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR TO DETERMINE WHAT,IF ANY,ITEMS WILL BE PROVIDED.ALL ITEMS NOT PROVIDED -WATER-REDUCING AGENT: ASTM C 494/C 494M,TYPE ASHEET NUMBER: REVISION: SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR CONTRACTOR WILL INSTALL A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS ANDAPPROVAL FROM ATC ENGINEERING SHAM BE THE SOLE ALL ITEMS PROVIDED. CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWE WELDING -AIR-ENTERING AGENT: AVM 280/C 280M RESPONSIBILITY OF THE GENERAL CONTRACTOR. G...002 O CODE DI.1. -TUPERPLASRdZFR: A$TM U 9I,TYPE F OR TYPE G NOTES: 1. BOUNDARY LINES OBTAINED FROM SURVEY CAD DRAWING. • J' I AMERICAN TOWER' \ 1 ATC TOWER SERVICES,LLC --------------- _ A --------- ________ --- 9500 REGENCY PARKWAY ----------- SUITE 100 \ CARY,NC 27518 N. .� PHONE:(918)468-0112 N. SW SANDBURG STREET THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR ` WHICH THEY ARE DISCLOSURE OTHER- -- __ THAN THATWHICH CH RELATES ---'--^�--.44...............m_-��_- TO AMERICAN TOWER OR THE SPECIFIED CARRIER - - --_ �--_----- IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE PROPOSED MMP VAULT 1I CONSTRUCTION REVIEW OF THIS PROJECT. CO ADVISTOR TWWER ALLTHE SPSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED ` CARRIER OF ANY DISCREPANCIES.ANY PRIOR 1 I ISSUANCE OF THIS DRAWING IS SUPERSEDED BY I \ I THE LATEST VERSION. IREV. DESCRIPTION BY DATE FOR CONSTRUCTION AP 0611622 t N/F /1 CUSTOMER COMMENTS _ 1 I SANDBURG LW BIANCA I PARCEL , : R459943 � � — N/F # I n ,CARD-TUALATIN SCHOOL DISTRICT 23J i ATC SITE NUMBER: PARCEL II: R459961 N/F "9 1 NOc LP a 1 '`1' ;%;7-7 r,' : <, 414382 PARCEL R2144034 I 1 ATC SITE NAME: I •� PORQ SANDBURG OR PROPOSED 2"CONDUIT WITH 1 { i V- • PULL STING FOR FIBER I I ., T-MOBILE SITE NAME: (LENGHT:244':) 1-5 N& HWY 217 RELO 1 <% I 'j SITE ADDRESS: res ' �i{ 6900 SW SANDBURG ST. J� I TIGARD,OR 97223 PROPOSED FIBER VAULT 1lL - ,� j. «;�,`,} I SEAL: 1 ; IF I SOD PROpe, 1 __ 1 d� QINg �'�' o......_ "'�- • ExIsnNG TOWER i sw 2G88PE.EXISTING TOWER COMPOUND ----1 _-_---....—__ --______-_--_J__. tig:GoN,N, PROPOSED T-MOBILE EQUIPMENT AND LEASE AREAIV Authorized by "EOR" 44;10E g 09 Jun 2022 09:53:18 yBL 0'8 T • •Mobile" DATE DRAWN: 05/1622 LEGEND ATC JOB NO: 13719582_D3 EXISTING PROPERTY LINE CUSTOMER ID: 1-5 N(L HWY 217 RELO ------- EXISTING ADJACENT PROPERTY LINE ----- EXISTING LEASE AREA - CUSTOMER#: P001317A EXISTING EASEMENT ENS - NG WOOD FENCE O OVERALL SITE PLAN OVERALL SITE PLAN E71N WIRE FENCE 1 EXISTING METAL FENCE EXISTING GUARD RAIL GRAPHIC SCALE EXISTING CNAINLINK FENCE EXISTING ROAD (DIRT) B� 0 2�0 EXISTING ROAD (STONE) J SHEET NUMBER: REVISION: • EX/ST7NG ROAD (PAVED) (IT FEETF) oo 1 UNIT 50 FEET LEGEND ® GROUNDING TEST WELL wk, ATS AUTOMATIC TRANSFER SWITCH B BOLLARD• CSC CELL SITE CABINET AMERICANTOWER° D DISCONNECT ATC TOWER SERVICES, LLC E ELECTRICAL 3500 REGENCY PARKWAY F FIBER SUITE 100 GEN GENERATOR CARP,NC 27518 PHONE:(919)469-0112 G GENERATOR RECEPTACAL HH,V HAND HOLE,VAULT IB ICE BRIDGE THE USE AND PUBUCATION OF THESE DRAWINGS K KENTROX BOX SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR LC LIGHTING CONTROL WHICH THEY ARE PREPARED.ANY USER M METER TO AMERRIICAANN TOWER OR THE SP OTHER THAN THATECIFIED CARRIER PB PULL BOXICH RELATES IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT PP POWER POLE C' NOR THE ENGINEER WILL BE PROVIDING ON-SITE T TELCO CONSTRUCTION REVIEW OF THIS PROJECT. / AND ADVIS AMERI4CAN TOWER OR THUST VERIFY ALL SPE I ED TRN TRANSFORMERNSIONS CHAINLINK FENCE CARRIER OF ANY DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. AREV.� OOI DESCRIPTION BY DATE / FOR CONSTRUCTION AP 1 CUSTOMER COMMENTS �IIX1/22 " 'BUILDINGT A — A — \ ,: ATC SITE NUMBER: 414382 ATC SITE NAME: PORQ SANDBURG OR ✓sL(1!lz47G:/! <%r}1//i .24./,,,z, ...... ,2"/L•7✓ i._1—ii .<il�,l s7lLGY!!. M/D I T-MOBILE SITE NAME: 1-5 N& HWY 217 RELO `__.. . (GRAVEL SURFACE SITE ADDRESS: TRN i 6900 SW SANDBURG ST. 10.-0"X 19'-6" TIGARD,OR97223 CON. PAD --4— MONOPOLE Ste: GEN 1 .. __, \ \__ a,aa PIIO,� F 1B 4 4rd.2 _ .___. d�� `gyp 1 Nl�4c 4, EXISTING H—FRAME AND EQUIPMENT q. �821188PE• c„c. (TO BE REMOVED) C� No:OPV� Ake, Authorized by "EOR" ChgEl tg° 09 Jun 2022 09:53: 18 _ --.,K,- T • •Mobile• DATE DRAWN: 06118/22 ATC JOB NO: 13719582--D3 CUSTOMER ID: 1-6 N&HWY 217 RELO CUSTOMER#: PO01317A 0 DEMOLITION PLAN DEMOLITION PLAN GRAPHIC SCALE 11C 0 0 5 10 N mm .� SHEET NUMBER: REVISION: • (IN FEET) ^� C 101 1 1 UNIT=IO FEET SITE PLAN NOTES: 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR y�.; SHALL VISIT THE SITE PRIOR TO CONSTRUCTION ;,;;.,,<,;. AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. AMERICAN TOWER° '2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND ATC TOWER SERVICES,LLC COAX CABLE ARE SHOWN FOR REFERENCE ONLY. 3500 REGENCY PARKWAY CONTRACTOR SHALL CONFIRM THE EXACT SUITE 100 LOCATION OF ALL PROPOSED AND EXISTING CARP,NC 27519 EQUIPMENT AND STRUCTURES DEPICTED ON PHONE:(919)468-0112 THIS PLAN.BEFORE UTILIZING EXISTING CABLE SUPPORTS,COAX PORTS,INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, _� THE USE AND PUBLICATION OF THESE DRAWINGS CONTRACTOR SHALL VERIFY ALL ASPECTS OF =; SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR THE COMPONENTS MEET THE ATC I WHICH THEY ARE PREPARED.ANY USE OR SPECIFICATIONS. 5 DISCLOSURE OTHER THAN THAT WHICH RELATES PROPOSED 2°FIBER TO AMERICAN TOWER OR THE SPECIFIED CARRIER 3, IT IS THE RESPONSIBILITY OF THE CONTRACTOR I •CONDUIT TO PROW. IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT TO COORDINATE WITH THE 7-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY PANDING) CONTRACT NOR TNS EUCTIONRWILE BE PROVE LNGJECT.TE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS FOR THE INSTALLATION OF CONDUITS, '; AND ADVISE AMERICAN TOWER OR THE SPECIFIED CONDUCTORS,BREAKERS,DISCONNECTS,OR G CARRIER OF ANY DISCREPANCIES.ANY PRIOR ANY OTHER EQUIPMENT REQUIRED FOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY ELECTRICAL SERVICE. ALL ELECTRICAL WORK THE LATEST VERSION. SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL � DESCRIPTION BY DATE CODES,ORDINANCES AND REGULATIONS REV.(/nu\ FOR CONSTRUCTION _ AP _05A1SffJ.22 APPLICABLE TO THIS PROJECT. A /1\ CUSTOMER COMMENTS_ �,5( _ BUILDING) n PROPOSED FIBERNAULT - (COMCAST CONTRACT L\ PANDING) ATC SITE NUMBER: —„.———„,— _—m———,——,n— PROPOSED UTILITY 414382 METER&DISCONNECT e PROPOSED UNDERGROUND _ — _"— — —"-- ——"°— —" (COORDINATE WITH ATC SITE NAME: POWER AND IN JOI I CONDUITS LOCAL UTILITY COMPANY) PORQ SANDBURG OR ROUTED IN JOINT TRENCH I LEGEND — ��r�rrl MVD I _„ • 111 T-MOBILE SITE NAME: ® GROUNDING TEST WELL I ----- , T-3' 1-5 N& HWY 217 RELO ATS AUTOMATIC TRANSFER SWITCH SITE ADDRESS: CSC CEBRD TE CABINET TRN 1 9900 SW SANDBURG ST. i0'-0X 19' 6" ! GRAVELijjI• .. TIGARD,OR 97223 E DISCONNECTTICALCON. PAO ! SURFACES I _1-� S _ E ELECTRICAL �►-� �i-h ++- MONOPOLE . F FIBER ' GEN GENERATOR GEN 01}PRdR G GENERATOR RECEPTACAL IB (n HH,V HAND HOLE,VAULT r/1O`*A IN E�, �{r a ` /4 IS ICE BRIDGE PROPOSED(2)1.99'HYBRID CABLES � K KENTROX BOX (ROUTED PER TOWER NOTE 2) 920E8 PE LC LIGHTING CONTROL PROPOSED Taa1OBILE (REFER TO PROPOSED CABLE M METER tiR'F1 CABINETS AND CONCRETE PAD LENGTH NOTE ON THIS PAGE) C/" `i�► WITHIN A 10'X 15'LEASE AREA ,_/1 PP PULLW BOX OREbON PP POWER POLE PROPOSED ICE BRIDGE 3 PROPOSED nqn�T TELCO 5 GPSANTENNA (LENGTH 20' ' TRN TRANSFORMERN Authorized by FOR 'Yip tRAA's� CMAINLINK FENCE "EOR" Net. PO' 09 Jun 2022 09:53:18 J..Ky. I • PROPOSED CABLE LENGTH: 1 ■ mP ■ oh 7 i e E 1. ESTIMATED LENGTH OF PROPOSED CABLE IS 185'. Y 1 1 ESTIMATED LENGTH OF CABLE WAS PROVIDED BY CUSTOMER OR CALCULATED BY ADDING THE RAD CENTER AND THE DISTANCE FROM THE SHELTER DATE DRAWN: 06/16122 ENTRY PLATE TO THE TOWER(ALONG THE ICE ATC JOB NO: 13719582 D3 BRIDGE)AND A SAFETY FACTOR MEASUREMENT OF 15%(OF THE TWO PREVIOUS VALUES),CDS DEFER CUSTOMER ID: I-5 N&HWY 217 RELO TO GREATEST CABLE LENGTH. CUSTOMER#: P001317A 2, ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH ' STRUCTURAL ANALYSIS.IF ADEQUATE SPACE EXISTS,ROUTE CABLES THROUGH ENTRY PORT 0 DETAILED SITE PLAN /� PLAN HOLE,UP INSIDE OF MONOPOLE,AND THROUGH EXIT DETAILED SITE PORT HOLE.IF ROUTING OUTSIDE THE MONOPOLE, • ATTACH CABLES USING STAND-OFF ADAPTERS GRAPHIC SCALE MOUNTED TO TOWER USING STAINLESS STEEL 10 0 6 10 BANDING.ADEQUATELY SECURE CABLES USING SHEET NUMBER: REVISION; . EITHER APPROPRIATELY SIZED STAINLESS STEEL I �_ 0 SNAP-INS OR MOUNTING HARDWARE AND BRACKETS (IN FEET) 2 AS SPECIFIED BY CABLE MANUFACTURER. 1 UNIT 510 FEET AMERICAN TOWER• ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 ' 10,-0, CARY,NC 27518 PHONE:(919)488J7112 THE USE AND PUBLICATION OF THESE DRAWINGS PROPOSED 10'X 15' SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR LEASE AREA WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES \ \ TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT gi PROPOSED 10'X 15' NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONCRETE PAD CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED PROPOSED CARRIER OF ANY DISCREPANCIES.SUPERY SEDED H-FRAME ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. b REV. DESCRIPTION BY DATE PROPOSED LED in P� SITE LIGHT �0\ FORCaNSTRIJOTION AP _06/1@/22 %1� CUBIOMER COTA_MLNI$ AP__0$L0,3/ZZ_ . PROPOSED 4'X 10' PROPOSED METER L --- - ICE CANOPY �• i i e PROPOSED GPS - 1 / _ • I! 'o �--\ ,�' \ ATC SITE NUMBER: __ Z-0* D 414382 • • PROPOSED(2)AMIA,(2)ASIB,(1)ASII, (1)FSMF,(3)ABIA,(3)ABIC,(2)ABIO, ATC SITE NAME: (1)VOLTAGE BOOSTER,AND(1)CSR IXRE ,� 4 PORQ SANDBURG OR V3 ROUTER INSIDE PROPOSED HPL3 �� */ in CABINET } I I _ f�� /;' T-MOBILE SITE NAME: !! ' ` 1-5 N& HWY 217 RELO e PROPOSED DELTA 1133 }J1. BATTERY CABINET 1+'C.'�'� SITE ADDRESS: - 6900 SW SANDBURG ST. r N TIGARD,OR 97223 Fa SEAL: g��•....// PROPOSED DELTA NI -' �p PRO �l 82/HPL3 600A DC CABINET �" ��A pA. - PROPOSED HYBRID ...±._ (''fib G�G1N�e�. 41/0 JUNCTION BOX Qt` vQf®eepp• PROPOSED LED -\ LT PROPOSED PPC SITE LIGHT ��� PROPOSED ICE BRIDGE - oa�ooN � \ \ l p PROPOSEDE CUDE Authorized by nL;�[�II /04 �b� • ti ' ' 09 Jun 2022 09:53:18 q+':L OE j� PROPOSED(2)1.99'HYBRID CABLES IT • 'Mobile.. le DATE DRAWN: 0055(1166/222 1 ATC JOB NO: 13719582_03 CUSTOMER ID: 1-5 N&HWY 217 RELO CUSTOMER#: P001317A OPROPOSED GROUND EQUIPMENT LAYOUT DETAILED EQUIPMENT GRAPHIC SCALE PLAN 3 0 1.5 3 1 J SHEET NUMBER: REVISION: ' (IN FEET) C-1 03 1 1 UNR=3 FEET All° AMERICAN TOWER' ATC TOWER SERVICES,LLC 3600 REGENCY PARKWAY TOP OF EXISTING TOP OF EXISTING CARYi NC 2751E HIGHEST APPURTENANCE el- HIGHEST APPURTENANCE PHONE:(919)458-0112 ELEV 105' ELEV 105' THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR - WHICH THEY ARE PREPARED,ANY USE OR $ TOP OF EXISTING TOWER + EXISTING CARRIER ANTENNAS 0 TOP OF EXISTING TOWER 33' Y ELEV 97.33' I RAD CENTER ®ELEV 97' DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER PROPOSED T-MOBILE IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT I - . .., RAD CENTER 84' NOR THE ENGINEER WILL BE PROVIDING ON-SITE ------ CONSTRUCTION REVIEW OF THIS PROJECT. I CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS j ! - i AND ADVISE AMERICAN TOWER OR THE SPECIFIED EXISTING MOUNT AND CARRIER OF ANY DISCREPANCIES.ANY PRIOR EQUIPMENT AT 97' TO I J�AM PROPOSED T-MOBILE ISSUANCE OF THE LATEST VERSIONWING IS . BY BE REMOVED I ! �p EQUIPMENT `i✓ "7 REV. DESCRIPTION BY DATE /0�, FOR CONSTRUCTION AP 05/16/22 n A PROPOSED(2)1.99'HYBRID CABLES ATC SITE NUMBER: 414382 @i,; ATC SITE NAME: 1 ' I' I I I PORQ SANDBURG OR EXISTI $ �,NG CARRIER ANTENNAS [ j I ! 1 EXISTING CARRIER ANTENNASE T-MOBILE SITE NAM RAD CENTER 0ELEV 60' i RAD CENTER 0 ELEV 60' E !- I €i 1 I 1-5 N& HWY 217 RELO SITE ADDRESS: ! j 6900 SW SANDBURG ST. TIGARD,OR 97223 SEAL: - I k 9208,8PE N. TOWER NOTE: / EXISTING TOWER EXISTING TOWER 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONF THEY RMHAVE E ITH O RECCT ENT MANAGERTHAT /1p�+00M THEY HAVE THE MOST RECENT VERSION OF THE `fA�.j+�_nIG STRUCT'._ __...._.._..._ WORK RT Authorized by "EOR" 'yi0 h.s, 1 SHOWN! AFL DES 2. WHERE'01 Jun 2022 09:53:18 --.-,�,,K,., EQUIPMEPAINTED IT ., IN ACCORDANCE WITH FAA,JURISDICTION,AND/OR OTHER PROP REQUIREMENTS.CCABLES AL1 • Mobile.. 3. ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS.IF ADEQUATE SPACE EXISTS,ROUTE CABLES THROUGH ENTRY PORT HOLE,UP INSIDE OF MONOPOLE,AND THROUGH DATE DRAWN: 05/16/22 EXIT PORT HOLE.IF ROUTING OUTSIDE THE MONOPOLE,ATTACH CABLES USING STAND-OFF ATC JOB NO: 13719582_03 ADAPTERS MOUNTED TO TOWER USING STAINLESS CUSTOMER ID: I-5 N6 HWY 217 RELO STEEL BANDING.ADEQUATELY SECURE CABLES USING EITHER APPROPRIATELY SIZED STAINLESS CUSTOMER It PO01317A STEEL SNAP-INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. EXISTING TOP EXISTING TOP 4. TOWER ELEVATIONS ARE MEASURED FROM TOP TOWER ELEVATION OF BASE PLATE $ OF BASE PLATE IP OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS.ELEVATIONS DO NOT REFLECT TRUE • ABOVE GROUND LEVEL(AG.L.) 5. TOWER ELEVATION DEPICTION MAY NOT REFLECT SHEET NUMBER: REVISION: O 1 O EXISTING TOWER ELEVATION 2 PROPOSED TOWER ELEVATION ALL EQUIPMENT INCLUDED IN STRUCTURAL FUALTO .REFER STRUCTURAL ANALYSIS FOR C201 0 SCALE:N.T.S. SCALE:N.T.S. FULL TOWER LOADING. - „,,,,, . k .„. , tV AMERICAN TOWER• ATC TOWER SERVICES,LLC 4,41 9500 REGENCY PARKWAY SUITE 100 CARY,NC 2751E iiiii PHONE:(919)469-0112 �7 PROPOSED PLATFORM `�►� (1 PER SECTOR)(TYP.3) = I.7 -2S” `a', A2 P THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR PROPOSED AIRSCALE DUAL RRH C PROPOSED FFW-65C-R3•VI ANTENNA WHICH THEY ARE PREPARED.ANY USE OR 4T4R B12/71 240W AHLOA RRU -1Y, 'L* (1 PER SECTOR)(TYP.3) DISCLOSURE OTHER THAN THAT WHICH RELATES (1 PER SECTOR)(TYP.3) ,¢ L� ,- TO AMERICAN TOWER OR THE SPECIFIED CARRIER klf,,,',10 �,1��� ,�A���e IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT 1;1 Al PROPOSED PENDANT CONNECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE AZ= 270• \� - (TYP.2) CONSTRUCTION REVIEW OF THIS PROJECT. .,,.� CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS GAMMA AND ADVISE AMERICAN TOWER OR THE SPECIFIED - �' S. CARRIER OF ANY DISCREPANCIES.ANY PRIOR Cl il ISSUANCE OF THIS DRAWING IS SUPERSEDED BY *I PROPOSED AEHC ANTENNA (1 PER SECTOR)(TYP.9) THE LATEST VERSION. • II Ij,1S�/ii REV. DESCRIPTION BY DATE EXISTING TOWER 4.- ,. 11/I/ n ,!t. FOR CONSTRUCTION AP 05/15/22 4._ AZ.= 270' ��jll 1 GAMMA \4 ,IL�I f��IIII� iS, L\ PROPOSED AHFIG RRU � ATC SITE NUMBER: (1 PER SECTOR)(TYP.3) ^9 414382 ATC SITE NAME: PORQ SANDBURG OR T-MOBILE SITE NAME: 1-5 N81 HWY 217 RELO Q FINAL ANTENNA PLAN SITE ADDRESS' SCALE:N.T.S. 6900 SW SANDBURG ST. TIGARD,OR 57223 SEAL: FINAL ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON MECHIELEC ADDITIONAL TOWERANTENNA SUMMARY �00 PROpB.� SECTOR RAD AZ POS ANTENNA 6AND CHIEL MOUNTED EQUIPMENT DISTRIBUTION BOX/CABLING ��`6 L�OIIVe�� �/0 L700/L600M6001L2100I AHFIG 4:' VV92048PE AlFFW-BBGR3Vt L1900IG190pRJ1800! ��� ALPHA �, �. AIRSCALE DUAL RRH 4T4R / N2100 B72171 240W ANLOA %/L/` -,-\ A2 AEHC L2500N2500 - - L L700/L600/N600/L2100/ AHFIG BETA 84' 160• 81 FFVV-65C-R9-V1 L19001G19001N1900/ - AIRSCALE DUAL RRH 4T4R (2)1.99'HYBRID WI REGONA N2100 812/71 240W AHLOA (2)PENDANT CONNECT 82 AEHC L26001N2500 - Authorized by "FOR" �/C Efi 1A'�� L70900/G1900/W 9000/ AHFIG 09 Jun 2022 09:53:l9 -.- •,.r HA8'L D�� .-- GAMMA 94' 2�. Cl FEW-BBC-R9-VI L1900/G19001N1800/ - AIRSCALE DUAL RRH 4T4R N2100 B12/71 240W AHLOA C2 AEHC L2500/N2500 - 1. CONFIRM WITH T-MOBLE REP FOR APPLICABLE UPDATES/REVISIONS AND MOST RECENT REDS FOR NSN CONFIGURATION(CONF10). • •Mobil e • GC TO CAP ALL UNUSED PORTS. -- 2.CONFIRM SPACING OF PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CLIMBING PEGS. DATE DRAWN: 05/16/22 ATC JOB NO: 137195622_03 CUSTOMER ID: 1-5 N6 HWY 217 RELO CUSTOMER#: P001317A ANTENNA INFORMATION & SCHEDULE O ANTENNA SCHEDULE SHEET NUMBER: REVISION: . C-401 0 r'+t . AMERICAN TOWER' ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 CARY,NC 27516 PHONE:(919)460-0112 THE USE AND PUBLICATION OF THESE DRAWINGS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY PROPOSED UPPER RAIL THE LATEST VERSION, PROPOSED PANEL ANTENNA REV. DESCRIPTION BY DATE (MOUNT PER MANUFACTURER'S SPECIFICATION) /�D\ FOR CONSTRUCTION AP 06/16122 71, PROPOSED UPPER RAIL KIT c�� _ (PERFECT VISION P/N: //� PV-LPPGS-I2M-HR2•AP1) C� ----- 111 ATC SITE NUMBER: �1��� i ` - 414382 PROPOSED RRU ` ATC N NAME: pi PORQ SANDBURG OR IIIai 1+"� `M� PROPOSED ANTENNA Al /��, T-MOBILE S1TE NAME: RAG CENTER I-5 N& HWY 217 RELO 1,i 1)� �jilt( SITE ADDRESS: 11�� "ii _ �7�t, 6900 SW SANDBURG ST. * C t- , TIGARD,OR 97223 �(�[�# '�' � SEAL: J ..� �p PRpR "Ilk 2-3l8'O.D.X 96"PIPE a- / ....... - L, �I I1' 0 A Nt PROPOSED 2-318'O.D.%96"LONG PIPE �6 NB e l . �j F� , �9206,11P1 d9 a�'p ��Q 1. err PROPOSED PLATFORM MOUNT © PROPOSED PLATFORM MOUNT /(PERFECT VISION P/N: / p¢ / � /fr -tz,� 1417 PV-LPPGS-12M-HR2-AP1) REGON (OR APPROVED EQUAL) : 4100 PROPOSED ANTENNA MOUNTING DETAIL (ELEVATIION)B O ISOMETRIC PLATFORM DETA Authorized by "EOR" 'y/cyq����g� 09 Jun 2022 09:53: 19 ifK', (IF • 'Mobile DATE DRAWN: 0511622 ATC JOB NO: 13719582_D3 CUSTOMER ID: 1.5 Nd HWY 217 RELO CUSTOMER it: P001317A MOUNT DETAILS • SHEET NUMBER: REVISION: C-501 0 H-FRAME NOTES: 1. IF IT IS NECESSARY TO EMEND THE H-FRAME,AN ADDITIONAL POST WILL - ALWAYS BE REQUIRED. 2. PROPOSED UNISTRUTS TO BE FIELD CUT AND SHOULD NOT EXTEND MORE AMERICAIV TOWER' M THAN 6 INCHES BEYOND THE LAST POST. ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY 3. SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT,ALLOW TO SUITE 100 DRY,THEN COVER WITH RUBBER PROTECTIVE CAPS FOR SAFETY. CARY,NC 27518 PHONE:(919)468.0112 4. UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES. 5. ALL PROPOSED HARDWARE TO BE MOUNTED PER MANUFACTURERS SPECS. THE USE AND PUBLICATION OF THESE DRAWINGS 8'-0" 3.0" SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR / / / / WHICH THEY ARE PREPARED,ANY USE OR 4'-0' 4'•0' PIPE CAP DISCLOSURE OTHER THAN THAT WHICH RELATES 1'-6" 1'S' PIPE CAP TO AMERICAN TOWER OR THE SPECIFIED CARRIER r/ / / / / / IS STRICTLY PROHIBITED.NERHER THE ARCHITECT I p�� — EAArN� /�, �„� NOR THE ENGINEER WILL BE PROVIDING ON-SITE �" CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OR THE SPECIFIED CARRIER OF ANY DISCREPANCIES.ANY PRIOR -- -- ••• ISSUANCE OF THIS DRAWING IS SUPERSEDED BY \--- THE LATEST VERSION. REV. DESCRIPTION BY DATE O\ FOR CONSTRUCTION ..... AP TSLITE 2_ 1-58"X 10'-0' 1-618'X 10'-0' �\ �_ CUSSQMFR COMMENTS -__j1� 0&03P22 UNISTRUT UNISTRUT (FIELD LOCATE) (FIELD LOCATE) c"`, i,\ ATC SITE NUMBER: 414382 3"0 SCH.40Zile .411\ 3"0 SCH.40 PIPE(GALV.) PIPE(GALV.) ATC SITE NAME: PORQ SANDBURG OR V n V T-MOBILE SITE NAME: VIr (\ 1.1/8'(TYP) Xs' ( 1-Ire"(TYP) I-5 N& HWY 217 RELO �/II,, SITE ADDRESS: 8'X 8"X 1/4"TH. 4 •// BASE PLATE I 8"X 8'X 114"TH. BASE PLATE a 6900 SW SANDBURG ST. EXISTING GRADE la 121 1 pl 11 tl EXISTING GRADE tI I� 3I I� al TIGARD,OR 97223 SEAL: UNISTRUT 11213 HILTI TZ ANCHORS WI2-318"EMBEDMENT UNISTRUT 112'0 HILTI TZ ANCHORS WI 2-3/8"EMBEDMENT ,%*Ad'�PROpIa'4, PIPE/CONDUIT n PIPE/CONDUIT (TYP 4 EACH SUPPORT) \� QIN m' CLAMP P1119 OR (TYP 4 EACH SUPPORT) CLAMP P1119 OR d E P2558-35(GALV.) P2558-35(GALV.) 1:0I t/e8.�p�• :„ (TYP.)FOLLOW (TAP.)FOLLOW V MANUFACTURER MANUFACTURER ' SECTION A-A RECOMMENDATIONS SECTION A_A RECOMMENDATIONS �" FOR BOLT TORQUE PROPOSED FOR BOLT TORQUE CABINET REGOM ti O TYPICAL H-FRAME DETAIL a TYPICAL H-FRAME DETAIL PROPOSED 318"0 SIMPSON 2 SCALE:N,T.S. STRONG-BOLTS 2 WEDGE R, GC HOORR EQUIVALENT EQ I c Authorized by "EOR" 1F/c pee4''G ESR-3037 09 Jun 2022 09:53: 19 . ., tl ter, I I- =w T • •Mobile m PROPOSED w CONCRETE VA PAD DATE DRAWN: 05/16/22 ATC JOB NO: 13719582_D3 NOTE: CUSTOMER ID: I-5 Na,HWY 217 RELO INSTALL SIMPSON STRONG-TIES STRONG-BOLT®2 WEDGE CUSTOMER#: PO01317A ANCHOR(S)STRICTLY PER INSTALLATION INSTRUCTIONS INCLUDED WITH PRODUCT OR FOUND ONLINE AT WWW.STRONGTIE.COM.PROPER INSTALLATION IS CRITICAL CONSTRUCTION FOR FULL PERFORMANCE. DETAILS CTA(LS O CABINET ATTACHMENT DETAIL SHEET NUMBER: REVISION: SCALE:N.T.S. C-502 1 J t EXISTING GRADE G.P.S.ANTENNA - (PROVIDED BY \ CARRIER) S. C) - TRENCH 4 g - COMPACT FILL AMERICAN TOWER' "CD (90%)OR AS PER UTILITY ATC TOWER SERVICES,LLC K 8$ COMPANY REQUIREMENTS 3600 REGENCY PARKWAY x 3 WARNING TAPE 1-1/4'SCH 40 X 18'LNG SUITE 100 • 13'd'PIPE COLUMN(POST MOUNT)OR a aua r^'`� MIN.SS OR GAL)/PIPE 12'X 8°THREADED CARY,NC 27518 10'-6' PIPE COLUMN(PAD MOUNT) ROD(�V') PHONE:(919)488-0112 • UNEXCAVATED SOIL PIPE-TO-PIPE CLAMP 24"WAVEGUIDE BRIDGE Z VERIFY SIZE(GALV.) #2 AWGCOPPER BAREWIRE TINNEDCADWELD SOLID '" SUPPORT BRACKET ."' r�r-,�. FROM GPS MOUNT PIPE TO THE USE AND PUBLICATION OF THESE DRAWINGS ,,,%%%♦♦♦ \I%' SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR .T ��,. COAX CABLE PIPE SUPPORT / SAFETY GRATING 24"X 10' • i.r WHICH THEY ARE PREPARED.ANY USE OR `' f OR TOWER MEMBER DISCLOSURE OTHER THAN THAT WHICH RELATES \ \ TO AMERICAN TOWER OR THE SPECIFIED CARRIER ICE BRIDGE SUPPORT POST IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT \ I. \ P I OR TOWER MEMBER NOR THE ENGINEER WILL BE PROVIDING ON-SITE I �- CLEAN SAND SUITABLE CONDUIT �� CONSTRUCTION REVIEW OF THIS PROJECT. FOR CONDUIT BEDDING (SHALL BE USED FOR CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS ti14.-o. 2'0 SCM 4DINSULATED CONDUIT(TELCp) 12"MIN. (SEE NOTE4) MECHANICAL PROTECTION) IP� METALLIC BUSHINGAND ADVISEE ANYDS TOWER OR THE SPECIFED CARRIER OF ANY DISCREPANCIES.ANY PRIOR (W/200 LB MULE 2"0 SCH 40 PVC 112°0 COAX CABLE #6 AWG GROUNDING KIT ISSUANCE OF THIS DRAWING IS SUPERSEDED BY ' w� TAPE) CONDUIT(ELECTRIC) (OR EQUAL)MIN. THE LATEST VERSION. 4. ♦ BENDING RADIUS PER CABLE LE(PROVIDEDLUGSUITABLE F KIT) TRENCH NOTES: 2 HOLE LUG FOR ` �� �" MFG'S SPECIFICATIONS #2 AWG BCW REV. DESCRIPTION BY DATE 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED .0\ FOR CONSTR 1V TION AP J51622 MATERIAL MAYBE USED FOR BACKFILL. NOTE: ;�1 _ A STOMER COMMENTS _ AAA 0610322 5`" 2. IF NOT,PROVIDE CLEAN,COMPACTIBLE MATERIAL.COMPACT IN 8'LIFTS, 1. GPS SHALL BE PLACED WITH CLEAR SIGHT LINE TO THE SOUTHERN SKY. ` I 1` �" REMOVE ANY LARGE ROCKS PRIOR TO BACKFILUNG.CONTRACTOR TO VERIFY Z. CONTRACTOR TO SUPPLY COAX FOR GPS UNIT --- VERTICAL 'I: \ LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. i \ __- -_ TRAPEZE SECTION �I. F O GPS ANTENNA ATTACHMENT DETAIL 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL _ _-- -- -- ----_- HAND DIG UG TRENCHING. SCALE:N.T.S. ATC SITE NUMBER: 4. CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD. 414382 UNISTRUT P1000 X 12' ATC SITE NAME: (ATTACH ON CABINET SIDE LEG O TELCO AND POWER CONDUIT JOINT TRENCH PORQ SANDBURG OR FOR COAX SUPPORT) SCALE:N.T.S. T-MOBILE SITE NAME: \ . .. . . .. . . .. ... ... .. k16 0 1' 1-5 N& HWY 217 RELO CHAMFER SITE ADDRESS: Z r URG ST. a 12"0 CONCRETE FOOTING B�TIGARD OR0 SW 897223 (WHERE APPLICABLE) vi U SEAL \ - I 10.-4"COLUMN&BASE SHOE WR-R210S J (SOLD SEPARATELY) ��PRO MOUN(WHERRE CONCRETE APPLICABLE) FINISHED ,b��A 0INe�ci�,���� GRADE—j PROPOSED PAD kf 4 V9 }I� COMMSCOPE:WB-K210-B(DIRECT BURIAL POSTS) . .14. ��+�$R� COMMSCQPE:WB•K210-$(CONCRETE PAD SHOE POSTS) �? �- ..,) (/ ' o ...- ..._.. .. ......_.. _....... ._. .� 2,7 CONSTRUCTION NOTE: ` EGON . EXISTING -' 1� `t` 1. INSTALL ICE BRIDGE TO ALLOW 7 FEET CLEARANCE ABOVE GRADE TO LOWEST COMPACTED FILL Authorized by II L'ORII 4IC1 ,A,f�V APPURTENANCE. 2. INSTALL PER MANUFACTURES SPECIFICATION. H4 ,g$ ' PAD NOTES: 09 Jun 2022 09:53: 19 _ 0 WAVEGUIDE BRIDGE KIT 1. SUBGRADEA ._ . . . _ ' �J 9CALE:N.T.S. REMOVED.USMATERIALANDORGANICSSHALLBE ■ . �� • e■ sTi \ I 2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2' V �� 3" #3 @ 11 2/3" PERIMETER. #3�14-12" PROPOSED GRADE 12'CONCRETE PAD 3. USE GALVANIZED HILTI EXPANSION ANCHORS OR, DATE DRAWN: 06/1622 �1 1 _ APPROVED EQUAL,FOR EQUIPMENT ANCHORAGE. ATC JOB NO: 13710582_D3 PROPOSED 18"CONCRETE EMBEDMENT AROUND '-' -` --- -' -"- ... _ '_ _' ._...___. -_. __ --- - - --- -- - -- .- 4. AN FOR SIZE D LOCATION OF ANCHORS AND OTHER CUSTOMER ID: I-6 N&HWY 217 RELO CONCRETE PERIMETER FOR FROST DEPTH ° e • T REQUIREMENT,SEE EQUIPMENT VENDOR DRAWINGS. CUSTOMER#: P001317A \ o ° I'd. O GRAVEL PREPARATION CONSTRUCTION PAD NOTES: PREPARED SUBGRADEPACTED GRAVEL 5 SCALE:N.T.S. DETAILS 1. PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION. 2. REFER TO CONCRETE&REINFORCED STEEL NOTES ON SHEET G-002&ATC SPEC 033000 FOR CAST-IN-PLACE PADS. SHEET NUMBER: REVISION: O REINFORCED PAD LAYOUT C-503 1 SCALE:N.T.S. GROUNDING NOTES: ROUNDING PLAN LEGEND: 1. ALL EQUIPMENT ENCLOSURES,DEVICES AND CONDUITS SHALL BE ---„____,_ _ GROUNDED TO CONFORM WITH THE LATEST REQUIREMENTS OF THE NEC BY THE INSTALLATION OF A SEPARATE,GREEN,INSULATED EXISTING GROUND WIRE 0 COPPER GROUND - GROUND CONDUCTOR FOR ALL FEEDER AND BRANCH CIRCUITS. GROUND WIRE ROD GROUND CONDUCTORS SHALL BE OF THE SIZE INDICATED ON THE TO 4''j'';WER DRAWINGS. GROUND CONDUCTORS SHALL BE CONTINUOUS IN ■ EXOTHERMIC WELD LENGTH AND SHALL BE BONDED TO EACH ENCLOSURE THEY PASS ��+' TEST WELL AAMERICANTHROUGH. CONDUIT SHALL NOT BE USED AS A GROUNDING • MECHANICAL WELD ATC TOWER SERVICES,LLC CONDUCTOR. 3500 REGENCY PARKWAY SUITE 100 2'. GROUNDING CONDUCTORS SHALL: CARY,NC 21515 A BE#2 AWG SOLID BARE TINNED COPPER(SBTC)FOR ALL PROPOSED ej GROUNDING KEYED NOTES: PHONE:(919)455-0112 GROUNDING SYSTEM WIRE UNLESS OTHERWISE NOTED,OR CONCRETE PAD& OTHERWISE REQUIRED BY CODE. EQUIPMENT LAYOUT O BOND TO TOWER GROUND RING B. BE MINIMUM 12'BEND RADIUS. KEEP NUMBER OF BENDS TO THE USE AND PUBLICATION OF THESE DRAWINGS A MINIMUM. 2 #2 AWG BOND FROM VERTICAL H-FRAME AND ICE BRIDGE POST SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR C. AVOID LONG BONDING CONNECTION RUNS. MAKE DIRECT TO EXTERNAL GROUND RING(TYP.EVERY POST). WHICH THEY ARE PREPARED.ANY USE OR AS POSSIBLE. DISCLOSURE OTHER THAN THAT WHICH RELATES �- TO AMERICAN TOWER OR THE SPECIFIED CARRIER D. NOT HAVE ANY U-SHAPED RUNS. \ O #2 AWG SBTC BOND FROM TOWER GROUND RING TO IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT E. BE IN NON-METALLIC CONDUIT ONLY,IF IN CONDUIT. ( 1 EQUIPMENT. NOR THE ENGINEER WILL BE PROVIDNG ON-SITE IS PROJECT. F. BE PLACED THROUGH NON-METALLIC SLEEVES IN FLOORS, WALLS,CEILINGS,ETC. O (T�) CONSTRUCTION REVIEW VERIFY L EQUIPMENT BOND TO GROUND RING AND ADVISE AMERICAN NT ALL DIMENSIONSSPECIFIED G. PROTECTED IN NON-METALLIC CONDUIT WHERE EXPOSED ADVISE AMEBIC ANY TOWER DISCREPANCIES.R THE SPECIFIED ABOVE GRADE. O 5/80"X 10 FT GROUND ROD. ISSUANCE OFTH S DRAWING I SUPERSEDED BY THE LATEST VERSION. 2. INSTALL ALL GROUNDING RINGS AND RADIALS WITH CONDUCTIVE CEMENT,SANKOSHA AS DISTRIBUTED SY ELECTRIC MOTION REV. DESCRIPTION BY DATE COMPANY,INC„WINS-7ED,CT 06098,OR AS SPECIFICALLY T. !0�__, FOR CONSTRICTION __ AP _-Q5/18/22 INDICATED. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ilimamou am..- �,� 1\_ CUSTOMER COMMENTS _A�,.0610322 3. GROUND RINGS SHALL BE: ••• i__L- A MINIMUM 30"BELOW GRADE,OR BELOW FROST LINE .‘ WHICHEVER IS \-- ------_.-_. DEEPER. U B. MINIMUM 2'FROM FOUNDATIONS,FOOTINGS,OTHER PROPOSED DELTA LB3 MIER BATTERY CABINET ATC SITE NUMBER: GROUNDING i 414382 SYSTEMS AND ALL CONDUCTIVE OBJECTS. ppl 0 C. WITH MINIMUM 12'BEND RADII. I © ATC SITE NAME: D. WITH ALL CONNECTIONS IN CONTACT WITH EARTH,BONDED BY PROPOSED DELTA Ii i! PORQ SANDBURG OR EXOTHERMIC WELDING. HPL3 600A DC CABINET E. BONDED TO A SINGLE POINT GROUND(BPS)WITH A SINGLE 1.— T-MOBILE SITE NAME: WIRE AS �"- '— • j 1-5 N8 HWY 217 RELO INDICATED ON DRAWINGS. ram.I�■ It ! SITE ADDRESS: 4. GROUND RODS SHALL BE: t ' 6900 SW SANDBURG ST. B. MINIMUM 1/8"DIAMETER. .1. ' TIGARD,OR 97223 B. MINIMUM 10'LONG. C. COPPER-CLAD GALVANIZED STEEL OR STAINLESS STEEL. 0 SEAL: . D. PLACED IN UNDISTURBED SOIL AND BELOW THE FROST LINE. E. INSTALLED WITH MINIMUM SEPARATION DISTANCE OF TWICE TO EXISTING THE DEPTH OF THE ROD(S),OR AS INDICATED ON DRAWINGS. TOWER 0 Aga P�Q� F. MINIMUM TWO(2)RODS ON THE TOWER RING OR ONE(1) 6�1<• �S% PER LEG WHICHEVER IS LARGER,MINIMUM FOUR(4)RODS a L�pINF� �0. Q ON EVERY EQUIPMENT BUILDING RING WITH ONE AT EACH �! V CORNER OR AS INDICATED,MINIMUM ONE(1)ROD FOR Q' 92088 PPPPE POWER SERVICE GROUNDING ELECTRODE,AND MINIMUM ONE(1)ROD AT END OF EACH RADIAL. O DETAILED GROUNDING PLAN -2.----------- � 1 SCALE:N.T.S. (i - 5. CONDUCTIVE OBJECTS,SUCH AS FENCES,SHALL BE BONDED TO VREGON THE GROUNDING SYSTEM IF WITHIN 20'OF THE TOWER GROUNDING SYSTEM,OR 5'OF ANY OTHER GROUNDED COMPONENT. Authorized by "EOR" �i0' ELRpEEb� 09 Jun 2022 09:53:20 - , 1 ell • "Mobile,' DATE DRAWN: 05/16/22 ATC JOB NO: 13718582_03 CUSTOMER ID: 1-5 N8 HWY 217 RELO CUSTOMER#: PO01317A GROUNDING DETAILS SHEET NUMBER: REVISION: E-101 1 PROPOSED PROPOSED ANTENNA 'I, 3/8'X 1-1l4"SS BOLT 3!8"SS LOCK WASHER ANTENNAS (EACH SIDE) (EACH SIDE) PROPOSED JUMPER ■ TO ANTENNA •I � PROPOSED CONNECTOR AND r .® AMERICAN TOWER PROPOSED -r f, '` WEATHERPROOFING KIT �, - ATC TOWER SERVICES,LLC ANTENNA MASTS �.� ', III PROPOSED WEATHERPROOFING KIT Le �� 3500 REGENCY PARKWAY irk PROPOSED COAX I 1 ° GROUND KITS I t�� I. PROPOSED CABLE © °- o SUITE 100 Icy ���111 GROUND KIT rCARP,NC 27518 �.� o °°° PHONE:(919)468.0112 �- ANTENNA CABLE 21l2"0 MAX °° i F. ° ° fl 1 ��1 � THE USE AND PUBLICATION OF THESE DRAWINGS PROPOSED#6 AWGANTENNA CABLE TOi . SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR STRANDED CUICABINET I � �tl WHICH THEY ARE PREPARED.ANY USE OR WIRE WITH GREEN,BOOV, �� 1 (TYP.) iii., 141,( I % DISCLOSURE OTHER THAN THAT WHICH RELATES THWN INSULATION 1 � 1 I A \ I ) �'' GROUNDING KIT PER CABLE , TO AMERICAN TOWER OR THE SPECIFIED CARRIER T ` ♦ i N� IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT TO PROPOSED RRU I I 1 MANUFACTURERS RECOMMENDATIONS (�J 1!4"X 4"X 6"GROUND BAR I • ` / NOR THE ENGINEER WILL BE PROVIDING ON-SITE GROUND LUG(TYP.) 1 A\ \ \•` ��� 1 N� II (ANDREW OR APPROVED EQUAL) ERICO P/N:EGBA14406CC OR EQUAL 1 . ( ) CONSTRUCTION REVIEW OF THIS PROJECT. ` ` =,�`'�,` `� \ #6 AWG STRANDED CU TWO-HOLE LUG,TO BE USED CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS �� I 1I WIRE WITH GREEN,600V, AND ADVISE AMERICAN TOWER OR THE SPECIFIED � �`� `\ 11 1 I I ! THWN INSULATION #6 AWG STRANDED COPPER GROUND WITH#2 AWG BCW CARRIER OF ANY DISCREPANCIES.ANY PRIOR `‘`. `1 11 I I I I ( WIRE(GROUNDED TO GROUND BAR) (LOWER TOWER GROUND ISSUANCE OF THIS DRAWING IS SUPERSEDED BY GROUNDING I il ,y n BAR ONLY) THE LATEST VERSION. CONNECTION TO 4y rfy ly9{ PROPOSED TMA6 REV. DESCRIPTION BY DATE III 1 1 1 1 , I 1 GROUND BAR MOUNTED ki......._______ _0\. FOR CONSTRUCTION _� 05/15/22 PROPOSED GROUNDING © GROUNDBAR NOTES: CONNECTION TO NEAR/BELOW ANTENNA TO GROUND BAR �� — LIGHININGPROTECTION -� (TO BE INSTALLED IF f 1. GROUND BAR KITS COME WITH ALL HARDWARE,NUTS,BOLTS, /\ SYSTEM N REQUIRED) WASHERS,ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). / - NOTES: TO EQUIPM ENT 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. ����- 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS.SLIGHT GROUND KIT NOTES:. ATC SITE NUMBER: ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS.THE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE GROUND WIRE DOWN TO GROUND BAR. 414382 CONSTRUCTION MANAGER OF ANY CONFLICTS. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT(ANDREW PART 2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS,LATEST NUMBER 221213)AND INSTALL/TAPE PER MANUFACTURERS SPECIFICATIONS. ATC SITE NAME: EDITION,AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST,LATEST VERSION.WHEN PORQ SANDBURG OR NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. O TYPICAL ANTENNA GROUNDING DIAGRAM 2 CABLE GROUND KIT CONNECTION DETAIL TOWER GROUND BAR DETAIL T-MOBILE SITE NAME: SCALE:N.T.S. a SCALE:N.T.S. SCALE:N.T.S. 1-5 N&HWY 217 RELO SITE ADDRESS: 6900 SW SANDBURG ST. h� ,.;� r _I.._� GRADE I I f. TIGARD,OR 97223 T 114"0 HILTI KWIK BOLT III I ^�/ I!1--� (�I-TE ,I I I -(I I• I I' �. 318"THREADED INSULATOR !' , It �i 3/W X 3/4"SS w Z I 1 I 111:— WHERE INDICATED i BOLT(TYP.) N F' #2 SBTC /- , , DPRO 8, _ (.1 ` GROUND BAR Cf pad ��IdINF�� ��0 (13 ' . MOUNTING BRACKET iotT 920Q8PE '. n rlg� �, G r, Amp EXOTHERMIC WELD QI ,, g� EXOTHERMIC WELD ,A °® .4411) ® rj` \ �pT (TH ERMOWELD OR EQUIVALENT) ,� � /7 rir "-� PARALLEL,NO T-WELDS ALLOWED G-- n �� ®° ° ® �\ � i 5!8"0 X 10'•0' GFOO (NO SLAG OR DEFORMITIES ALLOWED) OREQON v) ' ® . ® ° ® ` 1� COPPER CLAD STEEL p,N R ��. � 4°®® °°�® ,,.4r. -t - , / GROUND ROD OQ01,1 �1.1 rrr 1A ^ .'�" °°®® °o®@ .,• �n J D"�� NAPby eH *. Lam' �' ° ® ° ® -� - E°o. �` Authorized "FOR." BTC '�+i (��r4) ° El o°V •� 0,�� '1Ns EXTERIOR GROUND RING 09 Jun 2022 09:53:20 AEA \Jr & �°o o®®o ' � ���VVV �NV�O(• #Z SBTC GROUNDING CONDUCTOR , t l� •M) ° �� Ira°xa x12 •�� ,. i • r(', �, 1.,:, , ° .�- VANIZED BUSS A`L� I 1 ® ® 0,. 7 e■ \.0 -` 1 Cs TWO-HOLE LUG,TO BE USED 318•SS LOCK WITH#2 AWG BCW DATE DRAWN: 06/16/22 WASHER(TYP.) NOTES: ATC JOB NO: 13719682_D3 1. SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY CUSTOMER ID: 1-6 NNi HWY 217 RELO REQUIREMENTS. GROUND BAR NOTES CUSTOMER#: PO01317A 2. COORDINATE UTILITY,LOCATE BEFORE DIGGING. 1. GROUND KITS COME WITH ALL HARDWARE,NUTS,BOLTS,WASHERS,ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 3. CONDUIT TRENCHING DEPTHS AT 36'OR 6'BELOW FROST LINE, WHICHEVER IS GREATER. GROUNDING DETAILS 2. GROUND BAR SHALL BE BOLTED TO STRUCTURAL.MEMBER OR ANCHORED TO CONCRETE SLAB W/HILTI KWIK BOLT III. 4. ALL RING AND RADIAL DEPTHS AT 30'OR 6'BELOW FROST LINE, WHICHEVER IS GREATER. SHEET NUMBER: REVISION: • O MAIN GROUND BAR DETAIL O GROUND ROD DETAIL O TIE CONNECTION DETAIL C_50 1 0 • SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. G PANEL TYPE LIGHTING 8.APFLANCE SYSTEM: 120/240V,10,3W.24 CKT LOCATOR: WO LEASE EDUFMFMAREA DESIGNATION: TMO MOUNTING: SURFACE MAN BREAKER(M61- 200A ENCLOSURE: NB41A 3R MAN BUS RATING: 200A PANEL NOTES: EXISTING A410 -. MN.A.I.C.RATNG: WA - . CONNECTED FEEDER OR BRANCH CRCIJ FEEDER OR BRANCH CIRCUIT CONNECTED AMERICAN TOWER* LOAD(kVA) BRIEF DESCRIPTION BREAKER CIRCUIT FOLE POLE CIRCUIT BREAKER • BRIEF PESDRIPTION LOAD(kVA) ATC TOWER SERVICES,LLC A B AMPS POLES WRE GND COND. NO. NO. COND. GND WRE POLES AMPS A B 3500 REGENCY PARKWAY 0,01 I ' 2 1/2" N12 '24112 1 20 GFl 0.18 ' SURGE 60 2 346 010 1" SUITE 100 . 001 3 4 1l2' *12 2412 1 20 LIGHT 0.50 CARY,NC 27518 12.75 DELTA HPL3 200 2 2-03/0 N8 5 6 12" N12 2412' 1 20 ' AAV GFI 0.15 PHONE:(919)488-0112 12.75 2" 7 8 0.00 0.18 NFUGFl 20 1 2-012 112 9 10 _ _ - 0.00 5 5.25 11 12 HFL3 WARRIOR 100 2 241 #8 2' 13 14 0.000.00 THE USE AND PUBLICATION OF THESE DRAWINGS ow 13 18 _ _ 0.00 SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR 0.00 - 17 8 0.00 WHICH THEY ARE PREPARED.ANY USE OR ICH RELATES 0.00 19 20 0.00 TO AMERRIICAN TOWER OR THE SPCLRE OTHER THAN THATE CIFIED IFIED CARRIER 0.00 21 22 0.00 IS STRICTLY PROHIBITED.NEITHER THE ARCHITECT 0,00 23 24 0.00 - NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. 18.2 18.0 A B TOTAL 0.3 0.5 CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS 18.5 18.5 37.0 CONNECTED LOAD(kVA) AND ADVISE AMERICAN TOWER OR THE SPECIFIED 18.5 18.5 37.0 MIA ND LOAD(kVA) DERAT/NG FACTOR(80%) CARRIER OF ANY DISCREPANCIES.ANY PRIOR DEMANDLOAD SIZING: 193 AMPS ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION. REV. DESCRIPTION BY DATE 0 PANEL SCHEDULE Lis, FOR CONSTRUCTION AP 06/16122 . A V ATC SITE NUMBER: 414382 PROPOSED 200A,240V,3W,2P `r`_ ATC SITE NAME: UTILITY METER (MEET LOCAL UTILITY SPECS.) / PORQ SANDBURG OR KWH T-MOBILE SITE NAME PROPOSEDS SUITA00/2 BLE VICE MAID 1-5 N& HWY 217 RELO BREAKER S R EE AND LISTED FOR THE APPLICATION 200/2 SITE ADDRESS: 6600 SW SANDBURG ST. TIGARD,OR 97223 34/3/0 AWG CU, 1406 AWG CU G SEAL: . - 2"C GROUND PER NEC &SD Pitt*, iglV. ' * 2ooA 7zonPROPOS p` 4*OINE �/ PPC(SEE PANEL )200/2 PROPOSED 4�F 92p98RE 91;- SCHEDULE) 200/2 - GENERATOR PLUG `/ ,//7 1 ~-^PROPOSED INTEGRATED - � .,_/i' 47 \\ MANUAL TRANSFER SWITCHN EGON t.SEE PANEL SCHEDULE FOR• PROPOSED CIRCUITS • ir ER AA. Authorized by "EOR" yth. 00 'lei os 09 Jun 2022 09:53:20 _, ,, T • Mobile.. .-. PRIMARY DATE DRAWN: 05/16/22 CABINET ^ ATC JOB NO: 13719582_D3 CUSTOMER ID: I-5 N5 HWY 217 RELO --44-_______ CUSTOMER!!: P001317A - 2'CONDUIT,FOR CATS GROUND ��' - 24/12,1#12G IN 3/4' PER NEC ( TELCO/FIBER CONDUIT FROM PANEL SCHEDULE & CABINET PRIMARY CABINET NOTE: ONE-LINE DIAGRAM 1. ALL EQUIPMENTS SHORT-CIRCUIT CURRENT RATING 2"CONDUIT, SHALL EXCEED AVAILABLE FAULT CURRENT PER FOR FIBER SERVICE O ONE-LINE DIAGRAM UTILITY SHEET NUMBER: REVISION: 2 2. CONTRACTOR TO INSTALL HANDHOLES AT EVERY E-6O 1 0 3RD Sr TURN Section 5 RAN Equipment Configuration 56790EZ_SR T Existing RAN Equipn . * For SG and LIE Airscale BB dimensioning refer to Fiber Port matrices. ----This section is intentionally blank.-- Alpha, Beta & Gamma) oposed RAN Equipment LB+ Nib a:7 a Template: 5E793E2,',R_T Pesivr Antr+na FDD - lowband EnclaeureTypa iceamPL35toaCcpar 'tower rpvcuit;Not a:, Am/My Ego per.iNoirai :Den L53Ba- t19+ B12 (L/00)- 5MHz :arm. :.uu I L21 B71 (L600)-10 MHz Basenano 'AVE iACS 'As B F:.+.tF ' . $ B71 iN600) — 15 MHz L76p I H .. ACC; G13CC N21 ISMASIK I f I"'p6 Nsc� i ._k.. ` FDD- Midband �.90. I. INi See,Qrtak a ( i34/B66 (L2100)-20MHz N to w o aK L666(N2100) -20MHz Ba® a u, B66(AWS3)- 5MHt swam�roawe (ABM ix s p Fe ABC s} M r a et .0o I _-�"' I ...�— B2 (L1900) -20 MHz CC o-3 A91L . R iR iR R �- B25 {L1900)- 20 MHz [14433.. B25 {N 1900) -20MHz ABR. x3) .A.51.(x2) ai Am .a , Nz=_o0 1. NISDC:DARK' SRAM-GSM PCS =` '�'QDARK`' All LOA AH F lG TDD -Band 41 Bm lAtAApc2il 7004600 , WS-PCS 1.2.5(2.5GHz)— 60 MHz Hybrid CabkiuDrx aco =r�,eersus :z tee t-csz.t Trot-IaaAM; N41(2,5GHz)- 100MHz Afro+nKrt3ycac Ska meet FR(x2) +2nd carrier (<=80MHz) i Extra Am re-ftK Po ePu6 I'.otage Bcoster ctlon Box 1 �.M Nelda r i 20 rooter-itmve6n Box pi 211 IWlul j 9 rwlAd PONE[II4 )It9B1 i I Reratger�•lelr'_- az.' ,Ba9FdRS'9e1FgF1ffi`� i 'Steadiers- 1 HCS2.0 HC52.0 ' 0. """ RadioGscr "AMCalx3) '+u-IF?'Ix3) I Ia TowerTop TowerTop ,redra L753 1 L'ISC Leea x_.:j L1SCC NFm I: . C,eac N1900 ice' SRAN LTE + GSM N-•10E1 IcARK:. ...... F5MF Trxnspo[:syatem ICOR IxReV2IGen2 SG Airscale GSM RAN SCOW or VT64k: 12.7,2C21 55790E2 SR 1-1 3AH.CAa1tl F3At RJ LIE FDD/TDO Cabne'IS+III to HPL3 LE3 Nay C AMtAEs Airscalel 1 Booster 1.Art'pnler reeBGQ 2 HCS20 C' 150' _ tio1FF- CABINET CONFIGURATION ANTENNA CONFIGURATION SCALE:N.T S. SCALE:N.T.S. SUPPLEMENTAL ______ SHEET NUMBER: REVISION. NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED R-60 O BY REQUEST OF CUSTOMER WITHOUT EDIT. MANUFACRIRE11s OELTA YODEL HPL3 SHE SUPPORTNy/y1�,, iETIIIONS 7r x 30' TR36' (HrWrD -) _ ' !='` " NAENSIO IMt7ONT: 373 LBS NOTE 10 CORRECT• y��/�/�y/y �/y REQUIRED FOR Q 104OCK�/W/T TOOL RyEQUIRED FMi�yy�y 1 P./UNyNyCyH//IN.�G,,��KNOCKOU S. DO NOT DRILL ROUGH • CONDUIT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO CABINETS AND OR CABUNG 0 '7 111111111111111111 G 32.2" auu. 31.8' r=mmro NOR roc GENERATOR maw PLAN VIEW 37.8• MUST w PROPERLY SOURED 10 MEW r IDIDmeDUT.iiIMID CONDUIT. r toNOaamm RIND CIRCUIT, Mil WE 0AIME cowUIT Moor ROPERLATTERY e=LL CONDUIT MR DC 11R 30.6• OOIOUf MATT n10PFA1.Y M�IRQ'D _ m t�roeT MIRE -■��COIOUIT ARR16T M[� n10P®M.Y r DC WSW TO COW. N t r v:•omao� OECUNED ro now DAY/ME Ir�� �ii`N� 'J _ _�71 _ PAWL POUR OUT • /^a . 11 E • ((E�DlrraI011OU O na. . DC N I� V O e, II O O O O altar ISSN MUST SF SMMIS.Y 13 ® I B�IRlD m PIIEYPJIT DAYADE E -� NIi r IDIOm00tRE role AC POSER 10 • r IOxImWUTS •/RCM colour LL DC f7@M CT FOR IfAT OSER°muff OOIWT MOOY POR sOreOl.RRrilx �PIIYCE OPOiY s�lRm m FOR COW. 00110UT MUST OEPIIOPQ]f S CU D R m PRlYrlI1 twMDE A b (r IOIOCwIR FUTURE OM) s - ,Iwcs.ir tTS AI_MO CONDUIT.asoi comeac JD h- r^) PAY M�'1UEDODY FOR 100IJAP AC TS MOW Me (� L r IDx10IT WR AID11111 411111111111111111 I r ItNOCNOUTS NIsj OR RDo ODMDIR. IR I •�G 1 t•IwomottTs ME MOM FOR ,... • i1`I- cDNDur Moor F01 200 ar IC MMner ' ii 0 . . 0 . ilDC POEM m MOR FIBIOI ., t? T' MU PPC.amour MMx ff C MMET Law M•PURR FR NE OM DIE �'�'R�I aaea N a�r,_�' I ReolRem TO Ptarort MICE FRONT VIEW 2e.8" 2.r 63.P TOO 1101E LUO FOR HOLE RMNM MON NOM TOO LUO FOR OROU IENO(MOOT MO) r.� � OArET LONER Ir RMNMI LEFT VIEW I RIGHT VIEW GROUNDING NOTE: "CABINET GROUNDING TO USE A SINGLE #2 BMWCONDUCTOR, W/ 2—HOLE. 1" C—C, LONG BARREL. WINDOW LUG, IN 3/4• LFNC TO GROUND RING. PUNTH GROUNDING IS NOT REQUIRED." p�� _ BOLT DOWN PATTERN SUPPLEMENTAL O DELTA HPL3 SITE SUPPORT CABINET SPECIFICATIONS _ SHEET NUMBER: REVISION: SCALE:N.T.S. R y^� NOTE: ATIT EHREq EST OF THE CUSTOMER WITHOUT PROVIDED 1 �`VO� 0 RACK ASSIGNMENTS _ ••• 11- • ....._ -It' RU SLOTS DESCRIPTION 1113m-s---P-u_mmill!= • - i VOLTAGE BOOSTER 1 2 3 . • _,. _ , -• - , r-- -.,,, , I 1 I 1114.11.1.1.14.........,I.T 1.T.T.T.T I :-...I.1 : -- • 1 T.I F.T1.14.T.T.T.1 T.I.T.I.T T.1.1.1.1•••;,1.-N.1 i itri 2 VOLTAGE BOOSTER . 1 1 1. . ., Ili: r"'11 ' 11111.100. (SNONN N NM) IN „ 3 VOLTAGE BOOSTER OC OREM= 12 . . liq • - 4 - . . • _ _.....i .....;.:.,:. -', -7,amiw.,-,474,PAIdftsi I,, •,IF.TT•ifiT.I.T..i.14.4.4.. .4•4 W T1.41 I 9,911511' , 111111111 I Or 014.""Lifr 1 . 5 AIRSCALE #1 li , 111151111ffialommENNIMPli.b. 1 . - . II/II . , 6 >„.. i II 1 REMMERS 1- IIIIIIIIIIIIIIIIIIII'2 L 011011.1141:1 COMM 7 MO MANAGEMENT cr 8 le •R tl 11111111111111111111 -1 COMM M MEMO ., Z . 1!I IS 311)la IIIIMINE10.40.1‘.7. 1 1 r7-:',O.1 .10- IN 31111110lor!".-2'.n- IC'.NIP1 ar.,Di 3MIW Pm', : ri - $ a ****, ccx soosmai - meow ,1! ...-MI IS 1111)3111111E Foi. ,':t aimISIIIMIS 1:. 9 AIRSCALE #2 ea I . .104,1: ill'i:, • MIMS ONOMMID .- .• I n;;IMMO 1 0 4 :1 :: . 4. MR SAS/ SIO - "' "" EMMET CAMAS nen mmossiocr .- ..:.-- :: ROWER 777 E.::I (SHOWN IN SWE) 1 1 - --, ..........!:4..4.- • . ,,I .L.- :: :-,- ,- • ..........-r'-,-".. -1-1, .. 12 AIRSCALE #3 -- 411111111111K .- .. NRECAtB BOUM - ...- v.- '...,_;711-ii-- '"2:::7— * - t!--. . •— i7i-_.;-1:1-11*. .:::sit....:.77,'...,-.d..t.., '-'''i , .. 1 4 nem MANAGEMENT I§ 6 .- ARICALE BASEBAIM '.- 1111111111111t 15 i far •- "- ''' ! '"." 1 6 I 1.001 19 FUTURE EQUIPMENT 3, 7 "2 — :,:,dt!'; , mat cAr PIP 17 MIDUPO NW f- plii0111P... . . DPAIMION SPACE 7.. . ~MEW NM iio_.....iiiilli JONI .. •. . _ . ' 20 • 1 • • • •21 -- • i I i 11 i 22 . •„,,-,!..! i• ;0161 x• iNIG!!!!,m116.111,'i 1... 1151-1.4...tlf. MUM..11.1.111; P...li.ti . LEOACT SAININCB ,•ismilempin icieeeir, ' 23 lis,=,isialiileje ie.mieyollill: limmimmoniTi...i....imi-i t'immim.imirt”pim.i.ml.Nre . • ... . •.. • ....•.,•. ow.. 24 I f.,, .1 f,• • •.• ••• 01;100 ri. RIEE ON ROA — 25 LAGA . • CY BB #1 \ '-%.---) HERM BROUN) BAR-/r • • • .. 26 II II 27 FSEE ON FMAB INTERNAL ROUTING FRONT VIEW (DOOR OPEN) (DOOR OPEN) SUPPLEMENTAL C) DELTA HPL3 SITE SUPPORT CABINET DETAILS SHEET NUMBER: REVISION: SCALE.HIS. NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDED R-603 0 AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. WM MMMM•IIM OW 1 xMr MMMMMU w E•— SW— _ CC REIM WOO •M I�1 — ' x1 OP GIN _ — �a l0A fI>s 1 w a 1� p a a� MOW x3 v NUM ram II WOG DP xe MOM 3 POCC1 Pw o —'II.. MA E7fiE1011L CIHME03 NUM ! • ��k I MM� x a _ {ill i_.._�--'-L -__ . I IMOs 1N are Ox M41F7l1' w M• NOM �NM II I11 S E laOM 8 MUM IMAM B _. �'.� �'� �� ��� �_� �!^ .I CCU 2011 M ems M PA 7P xl , iiii- IP xl a OWN ;, ese _ r ■ M INN OOOOML MEW - iii'iiy . . ..�+�L y NAfd, DRY CONTACT • M cat, • MIN ■ »176 x2 M. ® fir„ r� = NAM M•N um • E3 :,; rITe I: ! ,�, , 1 ��71TT�. : .E N u E wN1RafEn s ..-� —• Self -. •I CDPRsow »Ur MMX k 1:► -� III MM.Mu _L_ • MIMI WPM • r r 200A WOW 'n i ■ MMM M IA MI MI DC POWER SYSTEM " : M..I.POM11/01 M M I•-M.. w w IS —OM R BUSCOM (+QV] •. . . a I pl I-1111 I III I___;' L-- m— ®— Co-- CD—CD—S CO-- ' fli.MI-Mi-'-'12741/4 ft-.1 (3)-1 (11)-1 7 MEM UMW 11411111 SOME IM Lu rwl NI MA ■NN IN UP NI US ettit L. I I _ Al __ . II _ ■ .. . ■ .. II _ :4 ®01211 le us ■w ■ua IN MA ■uM IN XI MI:: - —I .I i M: EII' 1= n y:..u: B� • - Eli - 1- LirMMMm II EII - ' n s=ii_-11 $ • ' . ii . al • • • • • i m,114-4 . ,_ EII 1 r • • tlititil 1 I . . iiimirif . • • • -.); • ." vfir BUSCAM [-8VJ � IF.00 .�� u M - MIME rom _ o .• �9 mom ..r, LOOS �1 F r rI111flAllllllr I IE,' N MIS sperm MIR w A• SUPPLEMENTAL O DELTA HPL3 SITE SUPPORT CABINET DETAILS SHEET NUMBER: REVISION: SCALE.N T.S. NOTE:THIS AT THE REQUEST OF THE CUSTOMER WITHOUT EDITED ,R`�/„^�V o O MANUFACTURER: DELTA MODEL: L33_BATIERY SUPPORT CMII&T_ . DIMENSION& 72 x 30:`x 38s -*H x W x D) LI •�... WEIGHT: 5OG LESS (*WHOUr mum** ` MOTE 0 • 0 CORRECT KNOCKOUT TOOL REQUIRED FOR 1 PUNCHING N11 NCHING KNOCKOUTS. DO NOT DRILL THROUGH I • CONDUIT MUST BE PROPERLY PROPERLY SECURED TO PREVENT DAMAGE TO CABINETS AND OR CABLING t1 , 0 n 30- PLAN VIEW ��4 27.9' ratinu< CONDUIT IIIR► RRO CONDUIT. LL ��. : r: � ra[ . 30.8' T MAW ((�� PMRI Y 8�1� 04)r IG XKOUT$ wR X -, 4 , Tay ��� TOR CARNET •AND CHOW CONPECRON , 0 0 0 , i ;000, a oo c • r 0D COMET yQOPR1C T O WATER . 0— TT _ , N ai ii r* T LOWER a•PUIMf° I I I I ill. I I El , TOO liali WO FOR FRONT VIEW 29.4' 30.3' 8�' CROWDING 268' TOO HOLE WO/�FI�R 412' MOUNDING (BOTH OP€$ LEFT VIEW 111= oar:M r wan RIGHT VIEW GROUNDING NOTE: "CA GROUNDING TO USE A SINGLE, #2 BMW i BINET CONDUCTOR, VI/ 2—HOLE, 1" C—C, LONG BARREL, WINDOW LUG, IN 3/4' LFNC TO GROUND RING. MOH GROUNDING IS NOT REQUIRED." ��11 22.2' BOLT DOWN PATTERN SUPPLEMENTAL SHEET 1 Q DELTA LB3 BATTERY CABINET SPECIFICATIONS N____ NUMBER: REVISION: _ SCALE:N.T.S. //�� NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED R_605 0 • AT THE REQUEST OF THE CUSTOMER W$THOUT EDIT, 1 MANUFACTURER: NOKIA MANUFACTURER: NOKIA I MANUFACTURER: !. NOKIA MODEL: ASIB MODEL FSMF I ,� * MODEL ABIL WEIGHT: 64 L83 WEIGHT: 263LBS 1 WEIGHT: 4.4LBS - — —i .._. _— _ DIMENSIONS: 8.67(14.2"X1.7' ��•� DIMENSIONS: 5.TX17.6'X18.5" ' DIMENSIONS: 6.6'X14.2X1.1- - - - - - 6) -- - -- �, ��" NOTE: -�•" .2 ► / � r i �� • FSMF SHALL BE PLACED h 1 ��� �,✓ ." • // • CAI r�`:.1T� ~I-W� r�A�' WITHIN RADIO CABINET PER -� _..__. ._ ._. ._.._. - '1 �/ 8 6""yr?, T-MOBILE REQUIREMENTS € - /iss, ///���/•5 jr GROUNDING EIF3 EIF6 4uii•Iy{i.{�� �.�}.?.. �/ u..: ..nr i O 'n '�.rIV f 11W11.1411 SOUT SRIO1 EIF2 [J ' I1:I.111.111.I=-`i1411.11.11.=1.111 9!11.1[] EAC �l"_'R11.��1.j1;��11.�1,.i1�1 �1 �'- ••[;1 .+ :::::. �. .::, y 1.--y 1 : �.___ )111 11.p1{� 1.1 L111.111.1 111111i11 LL�� Q �T��/y .:.:: 7 •� + O \�j[,_iiipI IuI I I�III i1b{4I1 g iii iii iiiRP d SRF1 SFP28 3-RF2 rr gib ���� 747 rr_ - iS7Ri88L'688 iS6G8E" iS6""•�"••""" ---- - -- --- ---- OPTIONAL POWER OPTIONAL TRANSPORT gg� gilt.. DISTRIBUTION OPTIONAL CAPACITY SUB-MODULE ` m�--. °9 :�° 1 11I I 18 v SIN 3EI1 EIF4 LMP SUB-MODULE EXTENSION SUB-MODULE wowwoww w.a P"w1"- 3EI2 EIF1 ' f .- L I� S-RF1 — — S-RF2 PIlI=�i��titk II���10�� QSFP28 ar ,r �a,� �-• �,— �:-b ire �i � i�ri111►1L1�IlL�ll <;IICt IiwigwT�J'LJ1 11 N -. ' wa' i iidi , '- 14 NI'. i' �.,� Flw rir y.' __ — . Lww� L .. w.I 1J- r . r.� y w�l �� a.l,- DC OUTPUT ,BB EX 1-2 SYNC OUT �I� ."'�.�� of `.._ - .iai•�i� DC INTPUT SYNC IN 1! .,L64=1,.. .:a�!1� PROPOSED ASIB LOCATED LMP SRIO EAC PROPOSED ARIL LOCATED WITHIN AMIA RACK EIF2/RF/EXT6 RFIEXTI-3 EIF1 WITHIN AMIA RACK O ASIB DETAIL O FSMF DETAIL O ABIL DETAIL SCALE:N.T.B. SCALE:N.T.8. SCALE:N.T.B. MANUFACTURER NOKIA 1 MANUFACTURER: NOKIA MODEL: ASIK MODEL: AMIA WEIGHT: 6.6 L88 I WEIGHT: 11.2 LBS(UNIT ONLY) • DIMENSIONS: 8.6X14.2 X1.T �/ ' "-^ DIMENSIONS 5.1'X15.TX176' .. L`l I . •p..„tl 8.6. - - V oir7 Igg o ki � a 4, r,v � ---r• / 6866 .6B0g668 /1 I I LMP FAN — — STATUS SEI — EIF1 — — EIF2 A .....011111111111111.111111.11111111111111 M14� ...t`11: ..tl N In Iy�-�1..,1n N N -N M N A.1 YY , pir r. PROPOSED ASIK LOCATED SUPPLEMENTAL WITHIN AM IA RACK ASIK DETAIL O AMIA DETAIL SHEET NUMBER: REVISION: • - O SCALE:N.T.B. BSHLE:T.T.B. R-606 0 • NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. MANUFPC1U DO DaMMNOPE MODEL RW-eeo-R3-VI NADIA --_ rrAi A6lc. .— NDNN DE Or Sr x sr 1pD0� AENO 04104N • WOOS 1ii{ D0lr00110: 37.26TT x 41.42"x 0.111. MDINp10 10 ' &NMN7-EN(NE4 E54R IIIIIINS ' 1041�1 _... —L MOUS= KM MIFF(4761110 Qpf NO111�)..-_._1 -- f .."z1.40'- A01.�/ b ^--1 , i NrtIM01P N{A" 37.06" MOANING t'01 610 m Eao W SIPS(MU wNwa FLOE oioiq m _. l a . 0 0 . 0 l (I���...WI_-MMMel1• _ aro _ - -i. -�'R�/ Y�'�' a - /I Pr9rI I cc IN J NET OPT 3 OPT 4 O 34074 - COMMSCOPE FFW-65C-R3-V1 C) 34117 -AIRSCALE MAA B41 AEHC SCALE N.T.S. SCALE:N.T.S. MANUFACTURER: NOKIA MANUFACTURER NOKIA MODEL 475125A MODEL: AHLOA DIMENSION& BRACKETS MOUNTING DIMENSIONS: 26.BY72.9 T8.T(WlMOUNTWO BRACKE S AND COVER) BRACKETS AND COVER) WEIGHT: 70.5 LBS WEIGHT. 63.0 LBS FREQUENCY: 825,BSS FREQUENCY: B12.B71 t tar if r• e+• '� i.Iq ��y. [I 1 Il 'if ioa e o �M'I jxo e o� —�yl 1. d M4'�1,+ Ib I11 ' '� J.. �� x �4�' Authorized by "EOR" 'jI �''' i - A. n0 09 Jun 2022 09:53:21 a. S 10 ITS 10 a GAD ICI OPT' OP(2 R.. DT `` OM al OPT*. CNT]N, NET bC IIIIIIIIIII�IIIIIli iI11IIII,t1WIIIIII�III ii�l II III Bill,dl'lIIIiII�l,1I'll,l1111111!IlI, `,I •• ' • km�, I` � ' � INNi Mr tillL���� ... J. 1' —� �` SUPPLEMENTAL AM IV ANT ANT ANT ANT] ANT µT 34073 -AHFIG AIRSCALE DUAL RRH B25 B66 O 33498 AHLOA AIRSCALE DUAL RRH B12 B71 SHEET NUMBER: REVISION: SCALE:N.T.S. SCALE:N.T.8. . NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED R-607 O BY REQUEST OF CUSTOMER WITHOUT EDIT. I