Loading...
Plans C W Ir cinguiar P R52 ....„ J I --t. L ......... cc SM DURHAM J i i r..i11 O 4NC:di) • r 11, a s n th ba Sw _ g 16 295 85TH AV CINGULAR, FORMERLY AT &T WIRELESS SERVICES •at— - TIGARD, OR 97221 Q L s WIUMU_ PROPRIETARY INFORMATION DRIVING DIRECTIONS: Q CC1 .� THE INFORMATION CONTAINED IN THIS SET OF FROM PORTLAND INTERNATIONAL AIRPORT; TAKE PARKING EXIT (LEFT) ONTO NE AIRPORT WAY 2.0 MI, TAKE CONSTRUCTION DOCUMENTS IS PROPRIETARY BY RAMP (RIGHT) ONTO 1 -205 11 MI, AT EXIT 21B, TAKE RAMP (RIGHT) ONTO 1 -84 (US -30) 5.5 MI, TAKE NATURE. ANY USE OR DISCLOSURE OTHER THAN RAMP (LEFT) ONTO 1 -5 10 MI, AT EXIT 291, BEAR RIGHT (SOUTHWEST) ONTO SW UPPER BOONES FERRY RD THAT WHICH RELATES TO CINGULAR WIRELESS, LLC. 0.2 MI, TURN LEFT (SOUTH) ONTO SW 72 AVE 164 YDS, KEEP STRAIGHT ONTO SW UPPER FERRY RD 0.2 MI, SERVICES IS STRICTLY PROHIBITED. TURN RIGHT (WEST) ONTO SW DURHAM RD 0.6 MI, TURN LEFT (SOUTH) ONTO SW 85TH AVE 0,1 MI. VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION SHEET INDEX T c . SCOPE OF WORK; ANTENNA RECONFIGURATION FOR CINGULAR UNITS Ti TITLE SHEET ` - ,, t I 01 GENERAL NOTES, SYMBOLS & ABBREVIATIONS t J � � T Cl MONOPOLE ELEVATION & ANTENNA LAYOUT I C2 SHELTER/EQUIPMENT ROOM PLAN • t .., ... .. ..e,. ... w. C3 NOTES & DETAILS i • CODE INFORMATION; El GROUNDING DETAILS 1 -- r RF1 RF SWEEP TEST REQUIREMENTS � r _ - - ,' BUILDING CODE: INTERNATIONAL BUILDING RF2 SECTOR CONFIGURATION DETAILS CODE 2003 RF3 RF DATA SHEET CONSTRUCTION TYPE: V —B - MI I \ OCCUPANCY: 8 ••■ - • 1 1 J • EXISTING BUILDING USE: TELECOMMUNICATIONS I. • • 1 ' PROPOSED BUILDING USE TELECOMMUNICATIONS ■■ I I I APE LOCATION; (BASED ON NAD 83) ■■III LATITUDE: 45.40119553' N c ! LONGITUDE: 122.7681898' W .C. — _ N STREET � ^w. 1'NnM4', DATE: 670 970—E6561 06/09/05 x. s: _ BUILDING CODES AND STANDARDS DRAWN BY EML , .. -.-.". 7 GENERAL INFORMATION; CHECKED BY EJC APPROVAL /SIGN OFF OF CONSTRUCTION DRAWINGS 1. PARKING REQUIREMENTS ARE UNCHANGED. REVISIONS 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS PROPOSED. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT DATE DESCRIPTION BI CONSULTANT GROUP SIGN OFF DATE SIGNATURE CINGULAR SIGN OFT DATE SIGNATURE EDITIONS OF THE FOLLOWING CODES AS ADOPTED oe /oe ISSUED FOR CONSTRUCTION COORDINATOR COMPLIANCE BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN 2905 90% DO REVIEW EML PROJECT DESCRIPTION THESE PLANS IS TO BE CONSTRUED TO PERMIT LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER WORK NOT CONFORMING TO THESE CODES: PROJECT MANAGER DEPLOYMENT MANAGER • • 1. OREGON MECHANICAL CODES 2003 THIS PROPOSAL IS FOR THE MODIFICATION OF • All E2,SIING F ••• • 2. OREGON PLUMBING CODES 1997 SITE ACQUISITION E -911 ENGINEER: YINIINITIAL: TELECOMMUNICATIONS FACILITY, CONSISTING OF AIEMOWNG /RE♦71ACI11G EXISTING• 3. INTERNATIONAL BUILDING CODE 2003 ANTENNAS, WITH (9) NEW DEW ANTENNAS. PLUS TIDE A DD!110� OF (I) NM • 4, NATIONAL ELECTRICAL CODE 2002 SITE NUMBER ZONING EQUIPMENT ENGINEER EQUIPMENT CABIN WITHIN EXISTING SHELT! • • • • • • .•.. • • • 5. LOCAL BUILDING CODES INTERCONNECT 6. CITY /COUNTY ORDINANCES PR52 OPERATIONS ALONG WITH ANY OTHER APPLICABLE LOCAL AND DURHAM • • • • • • • • STATE LAWS AND REGULATIONS. 18295 SW 85TH AVE RF ENGINEER . • . . . • • • • • i TIGARD, OR 97224 • • • • • • • • • • • • RF ENGINEER MANAGER • • • • • • • • • ••• • •• • ••• • SITE AQUISITION MANAGER •• • •• T REVIEWERS SHALL CLEARLY PLACE ►NRIALS ADJACENT TO 1 • • • • • • • • • . EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED • • • • • • • • • • • • • • • • 040 00 • • • ■ 111-- A ► GENERAL NOTES (CONT'D); CONCRETE NOTES (OG NT•D): ABBREVIATED ROOF TOP SAFETY PROCEDURES WINGS ME NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE, 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS (WHEN APPLICABLE): IS SET OF DDOIUMENIS IS INTENDED TO BE USED FOR DMORAMMATIC CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR FOLLOWS: W W -ES ONLY. UNLESS NOTED OTHERWISE ME GENERAL CONTRACTOR'S SHALL COORDINATE WITH THE FRP DESIONER/FABRICATOR TO ENSURE THAT THE RNAI (AS PER ACCIDENT PREVENTION PROGRAM' - BY PERMISSION OF WREN CC CC SCOPE OF WORK SHALL INCLUDE FURNISHING AU. MATERIALS, EQUIPMENT, FRP SHROUD IS SIMULATING (N APPEARANCE) DESIGNATED DUSTING EXTERIOR BUILDING - FOOTINGS AND OTHER UNFORMED 3' CONSTRUCTION. INC. - 03/01/99) TABOR. AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE SURFACES, EARTH FACE AS DESCRIBED IN ME DRAWINGS AND OWNER'S PROJECT MANUAL ENSURE THE USE OF COUN FASTENERS IN AU. FRP CONSTRUCTION. WHEN FALL PROTECTION METHODS AND EQUIPMENT PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL - FORMED SURFACES EXPOSED (/8 BARS OR LARGER) 2 RAF TOP INSTALLATIONS 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SMALL. VISIT CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSI MULAT10N. SHOP DRAWINGS TO £ 7H OR WEATHER' (/S BARS OR SMALLER) 1 1/Y THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND M t FOR WORK IS BEING PERFORMED WITHIN 28' OF AN UNPROTECTED ROOF 0 0) SITE VIMI THE / E PROPOSED PROJECT. CONTRACTORS LL VIER I. THE CONSTRUCTION ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. EDGE. THE CONSTRUCTION SUPERVISOR SMALL DESIGNATE A TRAINED MID CONFIRM TINAT PE JECT WILL TIE ACCOMPUSTO VERIFY AS 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND//00R ANTENNA FRAMES - SLABS AND WALLS (INTERIOR FACE) 3/4' SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTM17E3 OF THE SHOWN. PRIOR TO PROCEEDING WiTH CONSTRUCTION, ANY ERRORS. WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED: CONTRACTORS SHALL 11. BARS SHALL BE SUPPORTED ON CHAIRS OR 00BIE BRICKS. CONSTRUCTION WORKERS. o mom OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO ME ATTENTION OF CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS Q.E., r 9 THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING. AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. BACKING UP TOWARD A ROOF WOE ETC.) OR UNSAFE ACTNRIES. THE v RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE DOTING BUILDING 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APP ROVED MANUFACTURER SAFETY MONITOR MUST BE ON ME SAME ROOF MID WITHIN VISUAL AND 3. THE ARCHITECTS_ /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH N AS -BUILT DRAWING SET' - HAVING INDICATED AN ORDINAL DESIGN SOLUTION OF VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF REINFORCED CONCRETE W EMBEDDED STEEL REPAR. IN THE EVENT POST TENSION AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT SLAB SOLUTION S Ma-WI, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE CONSTRUCTION MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING AT LEAST EQUAL TO THE M 3, DONSTRUCTION INVOI.VINO WORKERS TO APPROACH WITHIN 8' OR LESS OF MATERIAL ON WHICH IT IS PLACED (3,000 PSI AN UNPROTECTED ROOF EDGE REQUIRES WORKERS TO USE SAFETY SHE. SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND OCCURS. MINIMUM). - IN , IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. LINE STALL BE MINIMUM K' DIAMETER NYLON, WITH A NOMINAL THE BIDDER SHALL BEAR THE RESPONSIBIUiY OF NOTIFYING (IN WRITING) 28. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR 14. AU. EXPANSION ANCHORS TO BE HILT BRAND. ADHESIVE ANCHORS REQUIRE 4. SAFETY STRENGTH OF 5400 IBS. THE ARCHRECT/ENOINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE TESTING 10 CONFIRM CAPACITY UNLESS WANED BY ENGINEER. TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF APPLICABLE), PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON CIRCULAR 8. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR PROJECTS. RE OMAIE7NED MANUFACTURE SHALL BE PANDUIT CORP. METAL LOCKING TIES STRUCTURE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE MODEL N0. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PMNDUIT PRODUCT STRUCTURAL STEEL NOTES; 8. SAFETI LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO Lucent Tech t n i 10 1A9 4. THE CONTRACTOR MALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN DISTRIBUTED BY TRIARC OF TACOMA WA. MEM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BM EMI Waal Ws BE SOLELY 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE REACH EDGE Of ROOF, BUT NOT BEYOND. LiALLacarta RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 'TECHNIQUES, CONSULTANT FOR REVIEW PRIOR TO FABRICATION. SEQUENCE, MD PROCEDURES FOR COORDINATING ALL. PORTIONS OF THE DESIGN CRITERIA; 7. SAFETY BELTS SHALL BE WORN BY AU. CONSTRUCTION WORKERS. WORK UNDER THE CONTRACT. 2. STRUCTURAL. STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD B. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION T. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THRE{DED EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING INTERNATIONAL BUILDING CODE 2003 WITH WASHINGTON STATE BUILDING EXPANSION ANCHORS)) SHALL BE BASED ON THE AI.S.C. 'SPECIFICATION FOR INCLUDING: TO MANUFACTURER'S/MOOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE CODE AMENDMENTS (2003 IBC) THE DESIGN, FABIWCATION, AND ERECTION OF STRUCTURAL STEEL FOR . OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE - BUILORNGS' LATEST EDRION. SUPERVISION SHALL BE IN ACCORDANCE WITH INSPECTION OF CONSTRUCTION AREA FOR HAZARDS - 2003 IBC CHAPTER 22. BY A QUAUFIED TESTING AGENCY DESIGNATED BY ME USE OF AN INSPECTION CHECKLIST 8. AU. WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL CONSULTANT. ME CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INTERVIEWING COWORKERS REOMDINO SAFETY CONCERNS BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND INSPECTION REPORTS AND TEST RESULTS. REPORTING AND DOCUMENTING ANY HAZARDS ORDINANCES. CONTRACTOR SHALL GIVE AU. NOTICES AND COMPLY WITH ALL - REPOR HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: POSING RESULTS OF INSPECTION AND ANY ACTION TAKEN PUBLIC AUTHORITY. MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE - TYPE OF MEMBER COWORKER SAFETY REPRESENTATIVE OF ME WORK. A. PLATES, SHAPES, ANGLES, AND RODS REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL 8. SPECIAL SHAPES AN PL ATES q 36 KS NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBUCATION 7. GENERAL CONRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET ASTM A572, i' 50 IMSI OF CONSTRUCTION NA DOCUMENTS UPDATED WITH THE LATEST NNE REVISIONS AND C. PIPE COLUMNS ASTM A53, Fy 35 KSI REFERENCED SHALL BE REVIEWED BY TOWER ADDENDA EC OR CL IFlC FOR USE BY AU. PERSONNEL ONLY IF WITH E AN CHO R CED OSHA REGUL DD H BO TUBING AM MOO, Fy 48 KS ERECTORS I. THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE E. ANCHOR BOLTS A TIRE SHEET IS STAMPED 'FOR CONSTRUCTION' AND EACH SUCCESSIVE F. CONNECTION BOLTS AASIMM X7 5 TWIST - OFF -TYPE EQUIPMENT INSTALLERS. AND TOWER/ROOF TOP I:OMTRACIORS BCONIRACTORS SHEET BEARS THE ARCHITECT'S SIGNED WET ST MP. GENERAL CONCRETE NOTES; 4. ALL MATF.RAL TO BE HOT DIPPED GALVANIZED A FTEJR FABRICATION PER 29 CFR 1928.500 - SCOPE, APFUJCATION, AND 8. • THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES Al23/Al23M -00. 19 29 CFR CRT 1928. 1926.501 - FA � u . PPROTEC�TiON SYSTEMS CRITERIA AND ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED PRACTICES OTHERWISE. I. AU. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH ALS.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY WA.B.O. CERTIFIED WELDERS USING E70 XX 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L USTED OR 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ELECTRODES. ONLY PREQUAUFIED WELDS (AS DEFINED BY AWS) SHALL BE FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND ACCORDANCE WITH CHAPTER 19 OF THE 2003 IBC. STRENGTHS AT 28 DAYS USED. WELDING OF GRADE 60 REINFORCING BIAS OF REQUIRED) SHALL BE OR PROJECT SITE AND MIX CRITERIA SHALL BE AS FOLLOWS. PERFORMED USING LOW HYDROGEN. ELECTRODES. WELDING OF GRADE 40 SYMBOLS AND ABBREVIATIONS REINFORCING BARS (IF REQUIRED SHALL BE PERFORMED USING E70 XX NO 10. NO LE LESS T H AN TO 2-A PROVIDE DR A PORTABLE WITHIN FINE 5 EXTINGUISHER FE F ET TRAVEL DISTANCE A CATING OF TYPE OF CONSTRUCTION 28 DAY NCE TO ( To )ENGTHS WTI MINIMUM C CONTENT CEMENT ELECTRODES. WELDING WTIHIN 4� OF COLD BENDS IN REINFORCING STEEL IS A/C MR CONDITIONING HOR2 HORIZONTAL SHT SKEET NOT THAN 2-A OR 2 -A10C WRNIN 75 ET TRAVIAF0) RATIO CO AU. PORTIONS OF PROJECT AREA DURING CONSTRUCTION A. SLABS ON GRADE PER CUBIC YARD NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF AGL ABOVE FINISH GRADE HR HOUR SIM SIMILAR TOPPING SLABS WADED BARS. APPROX APPROXIMATELY NT HEIGHT TIN SPEC SPECIFICATION 11. CONTRACT SHALL MAKE NECESSARY PROVISIONS TO PROTECT STING CONCRETE PIERS 2,400 PSI 5.45 5 1/2 SACKS HVAC HEATING SF SQUARE FOOT OR EXISTING IMPROVEMENTS. EASDAENTS, PAVING, CURBING. ETC. DURING CONSTRUCTION. B. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE Of THE AE UPON COMPLETION OF WORK, CONTRACTOR SHIN. REPAIR ANY DAMAGE THAT B. ALL STRUCTURAL CONCRETE 4,000 PSI S .45 5 SIZE, AND 81.00 BUILDING . CO NDOITIM SS STEEL 8 1/2 SACKS GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES BLX BLOCKING AIR COONING S1L STEEL MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. EXCEPT WALLS INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. STRUCT STRUCTURAL 'SPECIFICATION FOR THE DESIGN OF COW-FORMED STEEL STRUCTURAL CLG CEILING ID INSIDE DIAMETER STD STUD ■ O NM • 0 12. CONTRACTOR SHALL KEEP GENERAL. WORK AREA CLEAN AND HAZARD FREE C. CONCRETE WALLS 4.000 PSI 5.46 8 1/2 SACKS MEMBERS.' CUE CLEAR IN INCH SUSP SUSPENDED CONC CONCRETE INFO INFORMATION DURING CONSTRUCTION AND DISPOSE OF AU. DIRT DEBRIS, AND RUBBISH. COAST CONSTRUCTION INSUL INSULATION THRU THROUGH MI .1 0 6 CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS RE AIDING ON 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' ON.) CONT CONTINUOUS NT INTERIOR TING TINNED ® I THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE IBC INTERNATIONAL TYP TYPICAL III AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CEMENT SHALL BE ASTM C150. PORTLAND cEME)NT TYPE 0 U.N.O. DAL DOUBLE E BUILDING CODE LINO UNLESS NOTED ®® B. NON - STRUCTURAL CONNECTIONS FOR STEEL ORATING MAY USE 6 /B' DA. ASIA 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE A307 BOLTS UNLESS NOTED OTHERWISE. DIAG DIACONAL MS POUNDS OTHERWISE PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT METHODS AND PROCEDURES OF CONCRETE PLACEMENT. CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 9. AU. STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH ME DESIGN & DA DOWN AI MECH MECHANICAL VERT VERTICAL 4. AU. CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS DWG DRAWING NIL METAL VIE VERIFY IN FIELD IMF- Engines_ P.C. 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED NR- ENTRAINED WITH AN MR- ENTRAINING AGENT CONFORMING TO ASTM C260, NOTED OTHERWISE MFR MANUFACTURE 4720 200TH STREET SW, S 200 HOURS TO AVOID DISTURBING NORMAL BUSINESS. C494. C818. C989 AND 01017. TOTAL NR CONTENT SHALL BE IN EA EACH NCR MANAGER W/ WITH LYNW000 WA 98036 ACCORDANCE WITH TABLE 1904.2.1 OF THE 2003 IBC. 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE. ELEV ELEVATION MIN MINIMUM W/0 WITHOUT PHONE: 14�151070 -8651 15. THE CONTRACTOR SHALL PROVIDE CIRCULAR WIRELESS, U.C. PROPER ELEC ELECTRICAL MSC MISCELLANEOUS my WATER PROOF DATE: 08/09/05 INSURANCE CERTIFICATES NAMING CINGULAR WIRELESS, LLC. AS ADDITIONAL 5. REINFORCING STEEL SHALL CONFORM TO ASIA A813 (INCLUDING SUPPLEMENT 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC CO EQUAL INSURED. AND CONSULAR WIRELESS, LLC. PROOF OF lCEJNSE(S) AND PE & :gems 60, b■60.000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO RICH PAINT) OR APPROVED EQUAL EQUIP EQUIPMENT NA NOT APPLICABLE PD INSURANCE. ON THE MAWINGS SHALL BE GRADE 40, f 40,000 PSI. GRADE 60 EXT INTERIOR NC NOT IN CONTRACT DRAWN BY: EML REINFORCING BARS INDICATED ON DRAWINGS TO WELDED SHALL CONFORM NTS NOT TO SCALE 18. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNO AND COORDINATING 1O ASTI A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE FIN FINISH CHECKED BY EJC ALL INSPECTIONS. WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH C FLUOR FLOURESCENT 00 ON CENTER WADING PROCEDURES SPECIFIED IN A.W.S. 014 ARE SUBMITTED. TOWER /POLE NOTES; FLIT FLOOR OD OUTSIDE DIAMETER REVISIONS 17. CAUTION! CALL BEFORE YOU DWI BURIED UTILITIES EXIST IN THE AREA FT FOOT - AND UIILiY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE 6. REINFORCING STEEL SHALL BE DETAILED CROWDING HOOKS AND BENDS) IN T. VERIFICATION RAT THE EXISTING TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA PLYWD PLYWOOD PATE DESCRIPTION BY ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT LOADING IS TO BE DONE BY OTHERS. GA GAUGE PROJ PROJECT CONSTRUCTION. 1- 800 - 424 -5585 AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0'. PROVIDE CORNER GALV GALVANIZED PROP PROPERTY / 09ISSUED FOR BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL GC GENERAL CONTRACTOR PT PRESSURE TREATED EML 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. LAP ADJACENT MATS OF AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND GRND GROUND REQ REQUIRED $005 Box CD REVIEW SUBMIT TO CIRCULAR WIRELESS. LLC. ALONG WITH REDLINED CONSTRUCTION WELDED WIRE FABRIC A MINIMUM OF B' AT SIDES AND ENOS. RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. GYP BD GYPSUM WAIL BOARD RM ROOM SET. RO ROUGH OPENING 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A - 18S. UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE B. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A815, • • --Et 2B-- • TELEPHONE REDUNED SET l0 CIRCULAR WIRELESS, U.C. UPON COMPLETION. GRADE 60. 8y- 80,000 PSI. :-- • POWER 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR • • • • • • • • • i CG _ • PR C L L C O BID WALK. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT c • AX- • COAX AL C CABLE SITE NUMBER UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. • • • • • • • 7 • • • ANTENNA 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH - PR52 POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER I. CENTERLINE REPRESENTATIVE, PROJECT CONSTRUCM1 MANAGER AND ARCHITECT. • • • • • • (� • •EXISTING DURHAM 22. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE APPROVED • • • • : • • • N • : ET 16295 SW 85TH AVE BY CINGULAR CONSTRUCTION MANAGER. EETNL NUMBER • • • • • • • • • • • PEET NUMBER TIGARD, OR 97224 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA • • • • • • • • • • • • • • • • • FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR E ANY NR ME THE ROOF. AND HAVE THE WORK GUARANTEED UNDER E ROOFING G CONTRACTOR'S WARRANTY FOR MOISTURE • • • • • • • • • ' PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. • • • • • • • • • • • • • • • • • • 1 'GENERAL NOTES • • • • • • .. .. • �Ta • •-�_ • I. M IS IS NOT A SITE E SURVEY ANTENNAS CINGUtAR 0 BE REMOVED AND ° J _ PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND REPLACED (TYP OF 9) ■•■• t><t EEfHALF- WIbTHS HAVE BEEN OBTAINED FROM PARCEL MAPS CC AERIAL PHOTOS AND ARE APPROXIMATE. EXISTING 110' -0 "t HIGH LATTICE TOWER r C EXISTING . •■ • MOUNT TO I REMAIN AN TENNA UTIUZED BY PROPOSED • ANTENNAS III `IJ Lucent Te ges0 Oie T.O PROPOSED CINOULAR ANTENNAS m � 100-0 \ A EXISTING ANTENNA /\"' -- ARRAY -- \ 98 � Or PROPOSED CINGUTAR ANTENNAS ,,, ! �/ 88 -0 II 411111 ; �► PROPOSED CIRCULAR ANTENNAS REPLACEMENT, � J PRIED PESECTOR) /Eli SEAL 1 EXISTING ANTENNA PLAN ' mar mum. ti1M� bir re? SCAM EXISTING 110' -0 "t HIGH PROPOSED CINCUWt KATHREIN 61/ LATTICE TOWER THIS IS NOT A SITE SURVEY 800 -10121 ANTENNAS To REPLACE COSTING ANTENNAS e — - AU. I§ PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND 9 7 ANTENNAS PER STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM PARCEL MAP A 416, me ow .. • , / AERIAL PHOTOS AND ARE APPROXIMATE. �. • 1 1 p4- Iv lez. µ r: - EXISTING 110 -O "t HIG 11„,,,.. '�'+ " ' LATTICE TOWER . ®' I `. .— " _._ -_. ___ - -!� . • - � _.- _._!._...__-- .,-,�_ UUR ENCLOSED IR billIA STRUCTURE NG / In R 1 7 4720 2001H STREET �rT 2 oo C. ANTENNA NOTE I ' \ • • P HONE; 4251 67 -6 51 1. CONTRACTOR TO VERIFY E %ISTING \ DATE: 06/09/05 CONDITIONS PRIOR TO CONSTRUCTION. \ 2. PROPOSED ANTENNAS TO BE PAINTED TO DRAWN BY: EML MATCH EXISTING SITE CONDITIONS. CHECKED BY: EJC 3. REFER TO PLAN FOR ANTENNA SWAP \ � i REVISIONS LOCATIONS (9) PROPOSED 1 5 /8" COAX TO „\ BE ADDED PER COAX SCHEDULE 2 /RF2. � DATE DESCRIPTION BY own ISSUED FOR {. (p. $DOB BOR CD REVIEW EMI. / EXISTING CINGULAR ANTENNA \ MOU TO REMAIN AND BE .... STRUCTURAL NOTE: UTILIZED BY PROPOSED •\ � • ANTENNAS 0410 • ADDITIONAL LOADING TO BE VERIFIED • • • • • • ''IIII IIIIIIIV STRUCTURALLY AOEOUATE (BY OTHERS) - I r---+ ":—' = '*— SITE NUMBER .. .. ... •.. PR52 \ o�o� DURHAM • ••• I " / :1:, • • • • • • • • • • 16295 SW 85TH AVE ,. , .14: • • • • • • • • • • • • • • • • • • • • • • TIGARD, OR 97224 • • • • • • • • • ••• • •• • ••• • .• •• • ••• C 1 2 PROPOSED ANTENNA PLAN v 31 PROPOSED NOR I ELE AtX N V!!iiiir wIrliremilD Mr." TAW WALD VOW-0' PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO I WITH SHALL PROVIDE NEW BRANCH CIRCUIT CONNECTION TO NEW CONTRACTOR TO ROUTE / INSTALL (3) B PAIR 22 AWC SOLB) COPPER FROM EXISTING ` l 7 _ FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CM BE ACCOMPLISHED E QUIPMENT CABINET. CONTRACTOR TO VERIFY NEW ELECTRICAL LOAD H °TALC. LOCATION TO NEW CABINET, C COI AND TAPE 10-FOOT PIGT FOR \V J AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SMALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. EQUIPMENT PROVIDED. CONNECTIONS BY EQUIPMENT MFR W • 2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY CONTRACTOR SHALL PROVIDE REQUIRED CIRCUIT BREAKER AT EXISTING CC WORK. ALL SHALL ONB OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE D. DISTRIBUTION EQUIPMENT FOR POWER CONNECTION TO NEW EQUIPMENT. VERIFY CONTRACTOR TO ROUTE / INSTALL 2-10 9 1- N2.FROM EXISTING DC PANEL TO NEW CONTRACTOR SHALL NOTIFY TNE.CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATE MATENLAL E LECTRICAL LOAD WITH EQUIPMENT PROVIDED. 2 ,\ CABINET CUT, COIL, AND TAPE 10 -FOOT PIGTAIL FOR CONNECTIONS BY EQUIPMENT MFR. \/y �J��/ OR PROCEEDING WITH CONSTRUCTION. V 3. THE EXISTING CELL SCE IS D1 FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL INCREASE EXISTING ELECTRICAL SERVICE SIZE TO EXISTING CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. WY WORK ON EXISTING EQUIPMENT AND NEW EQUIPMENT AS REQUIRED. CONTRACTOR SHALL VERIFY APPROPRIATE MAINTENANCE WIDOW USUALLY CONT LLON TRAFFIC PERIODS AFTER SCHEDULED FOR AN EXISTING EQUIPMENT ELECTRICAL LOAD AND ELECTRICAL LOAD OF NEW O CONTRACTOR TO ROUTE / INSTALL (2) /2 STEW FROM FJOSnNG GROUND SM TO NEW EQUIPMENT CABINET. CABINET. CUT, COT, AND TAPE ID - FOOT PIGTAIL FOR CONNECTONS BY EQUIPMENT MFR. 4. SINCE THE CELL STE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TANEN WHEN WORKING MOUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO CONTRACTOR SHALL PROVIDE EMPTY RACEWAY WITH PULL WIRE FROM EXISTING EQUIPMENT NOTES PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE TELEPHONE DEMARCATION ENCLOSURE TO NEW EQUIPMENT CABINET. VERIFY MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. RACEWAY SIZE REQUIRED WITH EQUIPMENT PROVIDED. 5. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF COMM POWER AND TI CABLES, GROUNDING l V CABLES AS SHOWN ON THE // POWER, GROUNDING AND TELCO PUN DRAWING. CONTRACTOR SHALL GENERAL ELECTRICAL NOTES EXU IS G TRAYS ROINTI WIN SHALL AD 0 NEW YS AS NECESSARY. CONTRACTOR SNAIL l 1 111, 11 % B, CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL • CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION, GENERAL NOTES . Lucent Teechhnolo lee,\ son Wm THIS IS NOT A SITE SURVEY Wel WEN law ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF - WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND EXISTING DRAWINGS AND ARE APPROXIMATE. 27 ' SEAL: 1 • • EXISTING DC EXISTING EXISTING EXISTING POWER TELCO RACK CDPD BATTERY PLANT EXISTING HVAC MIN — 01 ■ 0 EXISTING EXISTING EXISTING EXISTING _ -. • ' ' ' TDMA TDMA TOMA TDMA I ] EXISTING CABLE Inn II ' I EXISTING TELCO BOARD 1 ENTRY PORT © PROPOSED 9� a 1 MS VY EQUIPMENT CABINET • i tiTZa Areh' 1y srREEr 70 885 Sjv ne 0 8 0 9 PHOtE 425) EXISTING AC PANEL EXISTING DATE: 0 _ HVAC NEW NEW EXISTING EXISTING stiNC V DRAWN BY: EML Q LUCENT NOKIA NOKIA NOKIA 1.4 INDOOR ULTRASTTE ULTRASITE ULTRASITE CHECKED BY: EJC UMTS CABINET CABINET CABINET REVISIONS • T I I a ......— •....• I I I DATE DESCRIPTION BY 58/09 ISSUED FOR DAL Ms CD REVIEW 2' - Y -0• 2'-0" 2 S -0 • /1"._ 2 " I1 I L_ • • ••• • • • • S. •• ••• ••• • • • • • • • • • • • PROPOSED =Gun • • SITE NUMBER NONA ODE B00 •• •• • • ••• ••• • i MID PR52 0iikck . • ••• • • DURHAM ©W Q • • • • • • • • 18295 • • 85TH AVE • • • • • • • • • • • • TIGARD, OR 97224 • • • • • • • • • ••• • •• • ••• • .• • •• • • • • C 2 1 EQUIPMENT ROOM PLAN • • • • • • • • • I , y :: •• .. .... • • • • • . • I I 738546 - IF NO OOW 10.3' S.9" I • , j,- ' f j ANTENNA PIPE MOUNT 1 /*3 I I I IONAL � J BRAOPTCKET DOWNTILT W ' .�� '101,'''' OPTIONAL LOCATION OF MHA AS — �� ' ` ` I PER SSITE E CONDITIONS © �' CC 1 p = ANTENNA AS PER ,,..,iN,fr.., } � ANTENNA SCHEDULE • f^ 'ABEL ANTENNA (TYP) -+, VERIFY WITH RF DATA jr .�.�►, � SHEET PRIMARY MHA POSffiON il ® ). THE NUMBER OF CONNECTORS L NOTES ► ~� PIPE MOUNT SEE 12/A -5 S � . 1 ! YN.MO MICROFLE CT PART ilia' o 88 WILL VARY BASED ON ANTENNA i /87478 OR APPROVE T Cr* YPE. P ARTS: DUAL NOKM ULTRASITE _ \' CABINET ? ITEM COW DESCRIPTION I — FRONT _SIDE PFRSPFCTIVF QQ WITHREIN 738sa6 BRACKET DOWNTILT KATHREIN 737974 (OR 1111 Lucent Technoe9 _i 2O NTILT) �tl!ffi� 111)11820141/6 = COAX TO JUMPER Uqu•as® ANTENNA . KATHREIN 800 - 10121 KIT, GROUNDING KIT WIND AREA . 5.58 SOFT. CONTRACTOR TO VERIFY EXACT PARTS UST AND ANTENNA WEIGHT • 48.5 LBS (22 KO) INSTALLATION WITH MANUFACTURERS AND D AND CABINETS CONSTRUCTION MANAGER 1 ULTRASITE FRONT ELEV. N.T.D. 2 PROPOSED ANTENNA DETAIL 31 ANTENNA MOUNTING DETAIL S 4 MHA MOUNTING DETAIL SCALE MU ANCHOR NOTE', 3 /100 THREADED ROCS EMBEDDED r (MIN.) INTO CONCRETE S LAB SECURED WITH HR11 HY150 INJECT1011 ADHESIVE ANCHOR ' / \ / SE 23.82. • — - - - rte q WCENT uMrs LUCENT UMTS INDOOR DIMENSIONS • INDOOR CABINET h I I �.. CABINET DEPTH x WIDTH x HEIGHT 0 INDOOR PRIMARY CABINET 23.6 °x23,8'x74" (BOOmm x BOOmm x 1080mm) \ • EXISTING FLOOR i U � s s LUCENT UMTS INDOOR WEIGHT � \ s® a • o r? ,� ' \\ JS L h � ®® II II _ I I CABINET APPROX. MAX. WGHT. `� � ®I ■ I a `'.or ' • . , o - -•: o e %' a PRIMARY CABINET 606 LB' LT 1.10 ) SECTION A —A POWER CABINET (4a° �j 81 ULTRASITE PERSPECTIVE 1 n 412u 2opmi(wAs670 TRE � anBr� 2obC BATTERY CABINET 1600 LBS PHONE: (4 '1 -86 51 A (817 KG) DATE: 08/09/05 /1 6.0• 9.6 A 23.s" DRAWN BY: EML LUCENT UMTS INDOOR MINIMUM CLEARANCES � 3' 17.7 ,a" � I r I CHECKED BY: EJC DIRECTION MINIMUM CLEARANCE � . 1m ...p..."xa REVISIONS �t a • DATE DESCRIPTION 8f 0 . CABINET REAR AND WALL (Omm) Ze' 2.8 08/08 ISSUED FOR S. CABINET RIGHT/LEFT SIDE 0" 0" 11 ZOOS 90% CD REVIEW EML P AND WALL 0mm) NOON ultlt�mi[ gi ,n R ABOVE THE 'moue • • • • • • • • • • • 3J3' 20.0" 3.8" CABINET :0.1.. 0! • • LOCATION OF PUNITi ANCHOR • • • • �' o ..... •,. _ ....... _.... _.. _......... a HANCHOR�NOTE 4) REFER IN FRONT THE •� mm* • • • • • • • • • •• ••• : h ' ! ` ® SITE NUMBER • A PR52 A • • • ••• • • WOO AnAanert TO Porn DURHAM =LOX RIaR SIDE >n / 1 • • • • • • • • • • W 18295 SW 85TH AVE EQUIPMENT ANCHOR PLAN • • • • • • • •• • . • • • . • . • "'�' TI OR 97224 • LOCAT OF PORTN ANCHOR ••• • •• • • • ••• • MP) TTiP OF 4) REFER TO • ANOKA N • •• • • • •• • • • ••• C3 • 51 UMTS INDOOR CABINET DETAIL 1? 6 UMTS CABINET ANCHORING ? 7T UMI DETAILiS .:: • • • - 9.:EJI. fIASITE MOUNTING PLINTH ° SWEEP TEST REQUIREMENTS; L CINGULAR WIRELESS ANTENNA SYSTEM RETURN LASS; TRANSMISSION IIIF CONTINUITY TEST: ...... W PORTLAND, OR THIS TEST MEASURES THE RL OF THE TRANSMISSION LINE THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH ANTENNA AND TRANSMISSION LINE TEST REQUIREMENTS TERMINATING INTO THE ANTENNA WITHOUT THE TMA AND BETWEEN THE BTS AND THE TMA FOR THE 15 VDC i DUPLEXER. NETWORK. REOUIRED EQUIPMENT, TEST FREQUENCIES: F1 =1850 F2 =1990 1. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE TMA, OF THE LINE UNDER TEST. 1 WILTRON /ANRITSU SITE MASTER S331A /B /C OR EQUIVALENT. 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. CONNECT MULTI -METER TO LAST JUMPER BEFORE THE 1 OPEN, SHORT, LOAD. 2. RE- CALIBRATE TEST EQUIPMENT. BTS, RX 1 (YELLOW /GREEN). PLACE THE BLACK LEAD ON 1 DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS). 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS THE OUTER PART OF THE CONNECTOR AND THE RED LEAD 1 DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS). TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) ON THE CENTER PIN OF THE CONNECTOR. • 2 DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS). TO DIN (F) CONNECTORS. 3. VERIFY THE METER READS A SHORT. (" // 7 1 PHASE STABLE CABLE. . 4, CONNECT THE ANTENNA TO THE LINE UNDER TEST, 4. REMOVE SHORT AND VERIFY METER READS OPEN. 1 TRUE -RMS MULTI - METER. 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER 5. RECORD PASS /FAIL ON SWEEP DATA SHEET. (YELLOW /RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. 6. RE- CONNECT JUMPERS TO TMA AND BTS. Ille FREQUENCIES TO BE USED. 6. PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10 7. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING THROUGH 13 . RECEIVE PATHS. PCS FREQUENCY BAND 1850MHZ- 1990MHZ 7. DISCONNECT TX. JUMPER, THEN CONNECT THE RX JUMPER (YELLOW /GREEN) TO DIN (F) ADAPTER NOTE: EDIT AND SAVE ALL SWEEPS TO A 3.5" DISKETTE AND TRANSMIT FREQUENCY 1930MHZ- 1940MHZ 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER EMAIL SWEEPS TO JAMES.FUGATE @CINGULAR.COM (YELLOW /GREEN )BEFORE THE CABINET, OF THE LINE UNDER PROVIDE A COPY OF LucentTe to ee RECEIVE FREQUENCY 1850MHZ- 1660MHZ TEST ANTENNA SYSTEM TEST RESULTS WITH DISKETTE ON FINAL •� A Ube 9. PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10 SITE WALK. � TRANSMISSION LINE AND ANTENNA SYSTEM TEST THROUGH 13. 10. VERIFY ANTENNA SYSTEM USING 1 5/8" WAVE -GUIDE HAS A QUESTIONS CONTACT: (1) INSERTION LOSS /CABLE LOSS RL LESS THEN -17DB, 200FT MAX. TERRENCE CHESSMORE 503 - 257 -9700 (2) ANTENNA /TRANSMISSION LINE DISTANCE TO FAULT (RL) 11. VERIFY ANTENNA SYSTEM USING • 7/8" WAVE -GUIDE HAS A RL (3) ANTENNA SYSTEM RETURN LOSS LESS THEN -16DB, 200FT MAX. (4) ANTENNA SYSTEM WITH DUPLEXER /TMA /ANTENNA RETURN LOSS 12. FOR SYSTEMS ABOVE 200FT 1 5/8" RL - 15.5DB, 7/8" RL (5) TRANSMISSION LINE CONTINUITY TEST -14DB. 13. RECORD TEST ,RESULTS ON SWEEP DATA SHEET, THEN SAVE ) NSERTION LOS$ SWEEP TO A MEMORY LOCATION. THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION 14. REPEAT STEPS 1 THROUGH 13 FOR THE REST OF THE LINE AND JUMPERS BETWEEN THE CABINET AND ANTENNA. ANTENNA SYSTEMS. TEST FREQUENCIES: F1 =1850 F2 =1990 ANTENNA SYSTEM WffH DUPLEXER AND TMA RETURN LOSS; 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA 2. RE- CALIBRATE TEST EQUIPMENT. NETWORK ON THE TX PATH. SM.: 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TX TEST FREQUENCIES: F1 =1930 F2 =1940 TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) A A ORS. SHORT AT THE END OF THE LAST JUMPER BEFORE 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 4. CONNECT A TO DIN (F) CONNECTORS. 2. RE- CALIBRATE TEST EQUIPMENT THE ANTENNA, OF THE LINE UNDER TEST. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER JUMPERS. . (YELLOW /RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM 6, PERFORM MEASUREMENT, THEN DUE STEPS 10 THROUGH 12. JUMPER TO DUPLEXER. 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER 5. CONNECT TEST EQUIPMENT TO TX 1 (YELLOW /RED). (YELLOW /GREEN) TO DIN (F) ADAPTER 6. PERFORM MEASUREMENT. 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER 7. VERIFY ANTENNA NETWORK USING 1 5/8" WAVE -GUIDE HAS A (YELLOW /GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST RL LESS THEN - 15.5DB, 200FT MAX. 8 ' WAVE -GUIDE HAS A 8. VERIFY ANTENNA NETWORK USING 7 9. PERFORM MEASUREMENT, THEN DUE STEP 10 THROUGH 13. / 10. ADD THE MAXIMUM PEAK TO THE MINIMUM VALLEY THEN DIVIDE RL LESS THEN - 14.5DB, 200FT MAX. me =I me ■ • BY TWO. THIS IS THE CABLE INSERTION LOSS. THIS VALUE SHOULD 9. FOR ANTENNA NETWORK ABOVE 200FT 1 5 /B" RL -14D8, ®� NOT BE GREATER THEN -40B. 7/8" RL - 12.5DB. 11. PEAK MAX (M1) + VALLEY MIN (M2)/2= CABLE INSERTION 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE 11111 ! ' LOSS. SWEEP TO A MEMORY LOCATION. 12. RECORD CALCULATED /MEASURED VALUE ON SWEEP DATA 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE TX ■ ® 1 SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. ANTENNA NETWORKS. 13. REPEAT STEPS 1 THROUGH 12 FOR THE REST OF THE TRANSMISSION LINES. N losers P.C. THIS T MEASURES DUPLEXER A H C ANT pHp•E SMISSION UNE DISTANCE TO FAUI T (RL); NETWORK ON THE RX PATH. REMINDER THE TEST EQUIPMENT THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS NETWORK RX DATE: 06/09/05 TOOL FOR THE ANTENNA, TRANSMISSION LINES AND CONNECTORS. IL PATH. E INTO THE TMA A ON ON THE TEST FREQUENCIES: F1 =1850 F2 =1990 TEST RMINATE FREQ UENCIES: THE F1=1850 FE RX P P DRAWN BY: EML ' 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 1. ENTER THE FREQUENCIES TO BE USED IN Fl AND F2. CHECKED BY: EJC 2. RE- CALIBRATE TEST EQUIPMENT. 2. RE- CALIBRATE TEST EQUIPMENT REVISIONS • 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM . TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) JUMPERS. DATE DESCRIPTION BY TO DIN (F) CONNECTORS. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM oe ISSUED MR 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST. JUMPER TO DUPLEXER. apps 9000 CO REVIEW DAL 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER 5. CONNECT TEST EQUIPMENT TO RX 1 (YELLOW /GREEN). (YELLOW /RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. 6. PERFORM MEASUREMENT. 6. PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10 7. VERIFY ANTENNA NETWORK USING 1 5/8" WAVE -GUIDE HAS A • • ••• • RL LESS THEN - 16.5DB, 200FT MAX. THROUGH 13. • • 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER 8. VERIFY ANTENNA NETWORK USING 7/8" WAVE -GUIDE HAS A • • • • ••• • • • • • (YELLOW /GREEN) TO DIN (F) ADAPTER RL LESS THEN - 15.5D8, 200FT MAX. • • SITE NUMBER 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER 9. FOR ANTENNA NETWORK ABOVE 200FT 1 5/8" RL -14DB, • • • • • • ••• • • • (YELLOW /GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST. 7/8" RL - 13.5DB. 9. PERFORM MEASUREMENT. VERIFY RESULTS WITH STEPS 10._ 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE PR52 THROUGH 13. SWEEP TO A MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE RX • • • ••• • • . DURHAM 10. VERIFY EACH DIN CONNECTOR HAS A RL LESS THEN -32D8, ANTENNA NETWORKS. • • • • • • • • • • • N TYPE -28DB. • • • • • • • • • 18295 SW 85TH AVE 11. VERIFY THE TRANSMISSION LINE HAS A RL LESS THEN -45DB. • • • • • 41.• • • • • • TIGARD, OR 97224 12. VERIFY THE ANTENNA HAS A RL LESS THEN -17DB. ••• • • • • • • • • • • fee). • • 13. RECORD PASS /FAIL ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 14. REPEAT STEPS 1 THROUGH 13 FOR THE REST OF THE ANTENNA'S AND TRANSMISSION LINES. • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • .