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ATT PlanVICINITY MAP SITE LOCA _hON FRa Cafnn vMm �i at &t Your world. Delivered. tyfl N 1091n Ln SE it @h Avs.. 1101h Are SE `- Lauk.r U SE I S I DRIVING DIRECTIONS Ar � emd YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY MIN= .1 ATC SITE # 83097 GENERAL LOCATION MAP a Lip Q -. vow Rd SE cam s 119 IOU L. 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BOX 97061 REDMOND, WA 98052 PROJECT ENGINEER: CORNERSTONE ENGINEERING, INC. 16928 WOODINVILLE- REDMOND RD N.E. SUITE 210 WOODINVILLE, WA 98072 MARK W OLSON, P.E. PH: (425) 487 -1732 FAX: (425) 487 -1734 CODE INFORMATION: ZONING CLASSIFICATION: RR1 /5 RURAL RESIDENTIAL RRR1 /5 RURAL RESIDENTIAL /RESOUCE BUILDING CODE: IBC 2006 CONSTRUCTION TYPE: TELECOMMUNICATIONS OCCUPANCY: UNOCCUPIED JURISDICTION: THURSTON COUNTY PROPOSED USE: TELECOMM SITE LOCATION: (BASED ON NAD 83 LATITUDE: 46° 55' 29.4" N (46.9248) LONGITUDE: 122° 35' 36.4" W (122.5937) TOP OF STRUCTURE: ±150'.00" AGL BASE OF STRUCTURE: ±504.00' AMSL PROJECT AREA: 144 SQ. FT. GoodmanNetworks Network Knowledge... Delivered PROPERTY OWNER AMERICAN TOWER CORPORATION 12830 SW PARK WAY PORTLAND, OR 97225 CONTACT: ANDREW DARRIGO PHONE: (781) 926 -4691 PROJECT CONSULTANTS: GOODMAN NETWORKS 8815 122ND AVE. NE KIRKLAND, WA 98033 PROJECT MANAGER: DEAN BUECHLEY dbuechley@goodmannetworks.com (972) 413 -6727 SITE AQUISITION: DAN BAUM dbaum@goodmannetworks.com ZONING AGENT: DAN BAUM dbaum@goodmannetworks.com CONSTRUCTION MANAGER: RANDY MORRISON rmorrison@goodmannetworks.com PARCEL NUMBER: 22730430400 AREA OF PARCEL: ± 33.5 ACRES NEW IMPERVIOUS AREA: 0 SQ. FT. GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. (NON ASSIGNED TECH PARKING) 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED. PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF THE ADDITION OF (3) PANEL ANTENNAS WITH MOUNTING PIPE, (12) TMNS, (6) 1 5/8 "0 COAX, AND (6) RET'S TO AN EXISTING 150' -0" HIGH LATTICE TOWER. ADD A UMTS CABINET AND BBU CABINET MOUNTED ON (E) CONCRETE SLAB. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT &T WIRELESS, LLC. SERVICES IS STRICTLY PROHIBITED. DRAWING INDEX DWG. NO. DESCRIPTION T -1 TITLE SHEET G -1 GENERAL NOTES A -1 $ITE PLAN A -1.1 ENLARGED SITE PLAN A -2 EXISTING & PROPOSED SOUTHEAST ELEVATIONS A -3 EXISTING & PROPOSED ANTENNA PLANS A-4 ANTENNA DETAILS A -4.1 CABINET DETAILS A -4.2 CONSTRUCTION DETAILS E -1 ELECTRICAL NOTES & DETAILS E -1.1 GROUNDING DETAILS RF -1 ANTENNA SWEEP TEST RF -2 ANTENNA SECTOR LAYOUT & COAX COLOR CODING LEGAL DESCRIPTION SECTION 30 TOWNSHIP 17 RANGE 2E SE SE COM NE COR W1105.5F S1 320F El 105.5F N * at&t Your world. Delivered. Good man Networks N.twork e.aa.ak.... n.n..r.a =PLANS PREPARED BY: C_NGINENING.INE —• ENGINEERING. E 16928 WOODINVILLE - REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX:425.487.1734 EMAIL: cei @comemtone- engr.com W W W.CORNERSTONE- ENGR.COM = PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY ISSUED FOR: CCONSTRUCTION REV:= DATE: = DESCRIPTION: =BY: =CK: DRAWN BY: CHK.: =AP V.: k BMH MWO MWO [CURRENT ISSUE DATE: 10 -21 -09 LICENSURE: EXPIRES 02/15110 L.DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: TITLE SHEET = DRAWING NUMBER: T -1 0 CEI JOB NUMBER: 09 -69108 Qp 07 -30 -09 CONSTRUCTION DMO MWO Qq 07 -13 -09 ISSUED FOR 1CLIENTREVIEW BMH MWO DRAWN BY: CHK.: =AP V.: k BMH MWO MWO [CURRENT ISSUE DATE: 10 -21 -09 LICENSURE: EXPIRES 02/15110 L.DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: TITLE SHEET = DRAWING NUMBER: T -1 0 CEI JOB NUMBER: 09 -69108 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS SIGNED WET STAMP. 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 15. THE CONTRACTOR SHALL PROVIDE AT &T WIRELESS, LLC. PROPER INSURANCE CERTIFICATES NAMING AT &T WIRELESS, LLC. AS ADDITIONAL INSURED, AND AT &T WIRELESS, LLC. PROOF OF LICENSE(S) AND PE & PD INSURANCE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. 17. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. DIAL 811 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO AT &T WIRELESS, LLC. ALONG WITH REDLINED CONSTRUCTION SET. 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO AT &T WIRELESS, LLC. UPON COMPLETION. 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 22. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE APPROVED BY AT &T CONSTRUCTION MANAGER. 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 OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNERIFABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTO SIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTO SIMULATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. GENERAL NOTES (CONTID): 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TE NDWNS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET " - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY PROCEDiURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 26. GENERAL & SUB CONTRACTORS :SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT &T PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S -CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA. DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2006 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2006IBC) 2. DESIGN LOADS: DESIGN DATA FOR THURSTON COUNTY, WA: -ROOF SNOW LOAD _ N/A (NOT A ROOFTOP SOLUTION) -BASIC WIND SPEED 85 MPH (3 SEC GUST) -WIND EXPOSURE B CONCRETE NOTI =S: NC AIRCONDITIONING 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI318. AGL 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2006 INC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. APPROX APPROXIMATELY TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT (fc) RATIO CONTENT A. SLABS ON GRADE BUILDING PER CUBIC YARD TOPPING SLABS BLK BLOCKING CONCRETE PIERS 2,400 PSI ' .45 5 1/2 SACKS S. ALL STRUCTURAL CONCRETE 4,000 PSI f .45 6 1/2 SACKS EXCEPT WALLS CEILING MISC C. CONCRETE WALLS 4,000 PSI ' .45 6 1/2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2006 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy= 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy= 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. T WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 8. SPIRAL REINFORCEMENT SHALL 13E PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy= 60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER.) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" (q5 BARS OR SMALLER) 1 1/2" SLABS AND WALLS (INTERIOR FACE) 3/4" 11. BARS SHALL BE SUPPORTED ON (;HAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 13. NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BEAT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.I. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. WIDE FLANGE SHAPE ASTMA -992, Fy 50 KSI B. OTHER SHAPE, PLATES AND ROD ASTM A36, Fy 36 KSI C. PIPE COLUMNS ASTM A53, Fy 35 KSI D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI E. ANCHOR BOLTS ASTM A307 F. CONNECTION BOLTS ASTM A325 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al23/A123M -00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.1. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6, COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.LS.I. "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11, TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWEPUPOLE NOTES: 1. VERIFICATION THAT THE PROPOSED TOWERIPOLE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 2, PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLE): (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01199) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2, SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN U OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4. SAFETY LINE SHALL BE MINIMUM/` DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING'. INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION REFERENCED OSHA REGULATION /STANDARDS SHALL BE REVIEWED BY TOWERERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS /SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SYMBOLS AND ABBREVIATIONS NC AIRCONDITIONING LBS POUNDS AGL ABOVE FINISH GRADE MAX MAXIMUM APPROX APPROXIMATELY MECH MECHANICAL COAX- MTL METAL BLDG BUILDING MFR MANUFACTURE BLK BLOCKING MGR MANAGER (E) MIN MINIMUM CLG CEILING MISC MISCELLANEOUS CLR CLEAR SHEET NUMBER GONG CONCRETE NA NOT APPLICABLE CONST CONSTRUCTION NIC NOT IN CONTRACT CONT CONTINUOUS NTS NOT TO SCALE DBL DOUBLE OC ON CENTER DIA DIAMETER OD OUTSIDE DIAMETER DIAG DIAGONAL DIN DOWN PLYWD PLYWOOD DET DETAIL PROJ PROJECT DWG DRAWING PROP PROPERTY PT PRESSURE TREATED EA EACH REO REQUIRED ELEV ELEVATION RM ROOM ELEC ELECTRICAL RO ROUGH OPENING EQ EQUAL EQUIP EQUIPMENT BHT SHEET EXT EXTERIOR SIM SIMILAR SPEC SPECIFICATION FIN FINISH SF SQUARE FOOT FLUOR FLOUREGCENT SS STAINLESS STEEL FLR FLOOR STL STEEL FT FOOT STRUCT STRUCTURAL STD STUD GA GAUGE SUSP SUSPENDED GALV GALVANIZED GC GENERAL CONTRACTOR THRU THROUGH GRND GROUND TNNG TINNED GYP BD GYPSUM WALL BOARD TYP TYPICAL HORZ HORIZONTAL UNO UNLESS NOTED HR HOUR OTHERWISE HT HEIGHT HVAC HEATING VERT VERTICAL VENTILATION VIE VERIFY IN FIELD AIR CONDITIONING W/ WITH ID INSIDE DIAMETER W/O WITHOUT IN INCH WP WATER PROOF INFO INFORMATION INSUL INSULATION INT INTERIOR IBC INTERNATIONAL BUILDING CODE - T 0 T- TELEPHONE -P- P- POWER ----- - - - - -- GROUNDWIRE -COAX COAX- COAXIAL CABLE 07 -30 -09 ® DMO ANTENNA Q 07 -13 -09 ISSUED FOR 1CLIENTREVIEW CENTERLINE MWO (E) EXISTING �x DETAIL NUMBER x SHEET NUMBER * at&t Your world. Delivered. L PLANS PREPARED BY: L PROJECT INFO: ISSUED FOR: CCONSTRUCTION - - REV:= DATE: =DESCRIPTION: -BY:_ CK: _ `DRAWN BY: CHK.: =APV.: rBMH MWO MWO L C CURRENT ISSUE DATE: 10 -21 -09 r" LICENSURE: �� w4Sy�c2 i 32204�p Is SS��NAL E� 1� 1 t EXPIRES _ 02/15/10 rDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. `DRAWING TITLE: GENERALNOTES DRAWING NUMBER: G -1 0 CEI JOB NUMBER: 09 -69108 0 07 -30 -09 CONSTRUCTION DMO MWO Q 07 -13 -09 ISSUED FOR 1CLIENTREVIEW BMH MWO `DRAWN BY: CHK.: =APV.: rBMH MWO MWO L C CURRENT ISSUE DATE: 10 -21 -09 r" LICENSURE: �� w4Sy�c2 i 32204�p Is SS��NAL E� 1� 1 t EXPIRES _ 02/15/10 rDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. `DRAWING TITLE: GENERALNOTES DRAWING NUMBER: G -1 0 CEI JOB NUMBER: 09 -69108 rte. L PLANS PREPARED BY: L PROJECT INFO: L ISSUED FOR: CCONSTRUCTION REV: = DATE: =DESCRIPTION: = BY: =CK: DRAWN BY: CHK.: BMH MWO MWO -CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: L. DRAWING INFORMATION: DRAWING TITLE: SITE PLAN =DRAWING NUMBER: A -1 0 CEI JOB NUMBER: 09 -69108 Qp 07 -30 -09 CONSTRUCTION DMO MWO Qq 07 -13 -09 ISSUED FOR CLIENT REVIEW BMH MWO DRAWN BY: CHK.: BMH MWO MWO -CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: L. DRAWING INFORMATION: DRAWING TITLE: SITE PLAN =DRAWING NUMBER: A -1 0 CEI JOB NUMBER: 09 -69108 ENLARGED SITE PLAN 2204 SCALE: 3/16" = V -0" 11x17 3/32" = (E) SPRINT / NEXTEL EQUIPMENT SHELTER (E) SPRINT / NEXTEL UTILITY RACK (E) CHAINLINK FENCE W/ BARBED WIRE (E) ICE BRIDGE (TYP) (E) GRAVEL PARKING if TURN AROUND AREA (E) DOUBLE GATE (E) 150' -0" HIGH ATC LATTICE TOWER (E) TRANSFORMER MOUNTED ON CONCRETE SLAB \ 'Oe I PROPOSED BBU CABINET (MAINTAIN 3' MIN CLR 3 FROM METER BASE) A-4.1 PROPOSED UMTS CABINET zoo ,A _ A-4.1 POSEDICE )GE / 1 A -4.2 COAX ACK (BELOW) (E) T- MOBILE EQUIPMENT ON CONCRETE SLAB (E) SPRINT/ NEXTEL GENERATOR MOUNTED ON CONCRETE SLAB THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. (E) VERIZON WIRELESS UTILITY RACK (E) AT &T UTILITY RACK W/ ELECTRICAL METER BASE 181 (E) AT&T EQUIPMENT CABINETS MOUNTED ON (E) CONCRETE SLAB ` GO "p (E) AT &T ICE BRIDGE W/ (6) 1 5/8 "0 COAX (E) & (6) 1 5/8 "0 COAX NEW PROPOSED AT &T PANEL ANTENNA MODEL KATHREIN 800 10122 (1 PER SECTOR, TOTAL OF 3) WITH RETS (2 PER ANTENNA, TOTAL OF 6) �-j� (E) AT &T ICE BRIDGE �,A-41 W/ (6) 1 5/8 "0 COAX (E) PROPOSED AT &T TMAS MOUNTED ON (E) ANTENNA MOUNTING FRAME (4 PER SECTOR, TOTAL OF 12) 8� - (E) AT &T ANTENNA MOUNT (TO \a REMAIN) (TOTAL OF 3) (E) ANTENNA (TO REMAIN) (TYP OF 2 PER SECTOR, TOTAL OF 6) A-2 1 * at&t Your world. Delivered. vel Q GoodmanNetworks Network Knowledge ... Delivered PLANS PREPARED BY: L PROJECT INFO: I L ISSUED FOR: I CCONSTRUCTION — � REV: = DATE: = DESCRIPTION: _BY:_ CK: DRAWN BY: CHK.: =APV.: BMH I MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 LICENSURE: EXPIRES 02/15/10 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: ENLARGED SITE PLAN :DRAWING NUMBER: A -1.1 0 CEI JOB NUMBER: 09 -69108 Qp 07 -30 -09 CONSTRUCTION DMO MWO Qq 07 -13 -09 ISSUED FOR CLIENT REVIEW BMH MWO DRAWN BY: CHK.: =APV.: BMH I MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 LICENSURE: EXPIRES 02/15/10 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE: ENLARGED SITE PLAN :DRAWING NUMBER: A -1.1 0 CEI JOB NUMBER: 09 -69108 (E) TOWER CENTER OF r NOTE: OF (E) LATTICE CENTER OF S TNAD WIRELESS ANTENNA ARRAY E VERIZON O r E) VERIZON WIRELESS ANTENNA 150' -0" AGL I EXISTING ANTENNA MOUNTING 1500" AGL I HARDWARE TO BE REUSED Q CONSTRUCTION I DMO (E) VERIZON WIRELESS E_ (E) VERIZON WIRELESS ISSUED FOR CLIENT REVIEW CARRIER ANTENNA ARRAY ,I CARRIER ANTENNA ARRAY RAD CENTER OF (E) T- MOBILE ANTENNA ARRAY ! RAID CENTER OF (E) T- MOBILE ANTENNA ARRAY � - ' 132' -0" AGL -- - (E) T- MOBILE WIRELESS 132' -0" AGL (E) T- MOBILE WIRELESS CARRIER ANTENNA ARRAY CARRIER ANTENNA ARRAY TOP OF (E) AT &T ANTENNAS & PROPOSED AT &T ANTENNAS - - - -- - -. TOP OF (E) AT &T ANTENNAS - - - - 120, )" AGL �' 120' -0" AGL -(E) AT &T PANEL ANTENNAS (TO (E) AT &T PANEL ANTENNAS (TO REMAIN) (2 PER SECTOR, TOTAL OF 6) REMAIN) (2 PER SECTOR, TOTAL OF 6) PROPOSED AT &T PANEL ANTENNA MODEL KATHREIN 800 10122 W/ 2 318 "0 PIPE MAST RAID CENTER OF (E) SPRINT / NEXTEL ANTENNA ARRAY TO MATCH (E) (1 PER SECTOR, TOTAL OF 3) RAID CENTER OF (E) SPRINT / NEXTEL ANTENNA ARRAY - 108' -0" AGL W/ RETS 2 PER ANTENNA, TOTAL OF 6 ) �� 108'--O'-AGL I �(E) AT &T TMAS MOUNTED ON (E) �� PROPOSED AT&T TMAS MOUNTED ANTENNA MOUNTING FRAME (2 PER ON (E) ANTENNA MOUNTING FRAME 'I SECTOR TOTAL OF 6) (4 PER SECTOR, TOTAL OF 12) 5 (E) AT &T ANTENNA MOUNTING I A-0 (E) AT&T ANTENNA MOUNTING FRAME (TO REMAIN) (TYP OF 3) FRAME (TO REMAIN) (TYP OF 3) ' (E) SPRNT /NEXTEL WIRELESS (E)SPRNT /NEXTEL WIRELESS I CARRIER ANTENNA ARRAY I CARRIER ANTENNA ARRAY (E) 150' -0" HIGH ATC (E)150'-O" HIGH ATC � LATTICE TOWER LATTICE TOWER I PROPOSED AT &T (6) RUNS OF I (E) AT &T (12) RUNS OF 1 5/8 "0 15/8"0 COAX ROUTED UP SIDE I COAX ROUTED UP SIDE OF TOWER I OF TOWER WITH (E) COAX I I I� I I 11 I i (E) VERIZON WIRELESS I I (E) VERIZON WIRELESS (E) T- MOBILE EQUIPMENT SHELTER (E) T- MOBILE EQUIPMENT SHELTER EQUIPMENT MOUNTED (E) ICE BRIDGE (NP) EQUIPMENT MOUNTED - E ICE BRIDGE TYP I I O (TYP) ON CONCRETE SLAB - ON CONCRETE SLAB (E) CHAINLINK FENCE (E) CHAINLINK FENCE (E) SPRINT / NEXTEL W/ (3) STRAND BARBED WIRE (E) SPRINT / NEXTEL W/ (3) STRAND BARBED WIRE GENERATOR MOUNTED GENERATOR MOUNTED I ON CONCRETE SLAB - (E) AT &T UTILITY RACK ON CONCRETE SLAB Q (E) AT &T UTILITY RACK I I (E) SPRINT / NEXTEL (E) AT &T EQUIPMENT (E) SPRINT/ NEXTEL (E) AT &T EQUIPMENT EQUIPMENT SHELTER CABINETS MOUNTED EQUIPMENT SHELTER �`� CABINETS MOUNTED ON (E) CONCRETE SLAB ON (E) CONCRETE SLAB - - PROPOSED EQUIPMENT -- - - - CABINETS GRADE GRADE 0' -0" (ASSUMED) 0' -0" (ASSUMED) PROPOSED SOUTHEAST ELEVATION 2 EXISTING SOUTHEAST ELEVATION 22x34 SCALE: 1/8" = 1' -0" 11 1x17 SCALE: 1/16" = 1' -0" 22x34 SCALE: 1/8" = 1' -0" 11x17 SCALE: 1/16" = 1' -0" * at&t Your world. Delivered. r PROJECT CONSULTANTS: rL' PLANS PREPARED BY: 111- NGINEERING, INC, ECOFINERS-q'ONE 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE 425.487.1732 FAX. 425.487.1734 EMAIL: ceiQcomerstone- engr.com W W W CORNERSTONE- ENGR.COM L PROJECT INFO: `ISSUED FOR: CONSTRUCTION REV: = DATE: - DESCRIPTION: =BY:- CK: � DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 � LICENSURE: W. EXPIRES - 62/15/10 r"-DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. `DRAWING TITLE: EXISTING & PROPOSED SOUTHEAST ELEVATIONS =DRAWING NUMBER: A -2 0 CEI JOB NUMBER: 09 -69108 Q CONSTRUCTION I DMO MWO E_ 07-13-09 ISSUED FOR CLIENT REVIEW gMH MWO DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 � LICENSURE: W. EXPIRES - 62/15/10 r"-DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. `DRAWING TITLE: EXISTING & PROPOSED SOUTHEAST ELEVATIONS =DRAWING NUMBER: A -2 0 CEI JOB NUMBER: 09 -69108 at &t Your world. Delivered. r PROJECT CONSULTANTS: L PLANS PREPARED BY: L PROJECT INFO: ISSUED FOR: CCONSTRUCTION REV: = DATE: = DESCRIPTION: =BY:= CK: DRAWN BY: CHK.: =APV.: BMH I MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 P LICENSURE: F—EXPIRES 02/15/10 1 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. : DRAWING TITLE: EXISTING & PROPOSED ANTENNA PLANS •no AIAmdn_ nu innoco. A -3 0 CEI JOB NUMBER: 09 -69108 Qp 07 -30 -09 CONSTRUCTION DMO MWO Qq 07 -13 -09 ISSUED FOR CLIENT REVIEW gMH MWO DRAWN BY: CHK.: =APV.: BMH I MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 P LICENSURE: F—EXPIRES 02/15/10 1 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. : DRAWING TITLE: EXISTING & PROPOSED ANTENNA PLANS •no AIAmdn_ nu innoco. A -3 0 CEI JOB NUMBER: 09 -69108 NOTES: 0 CEI JOB NUMBER: 09 -69108 1. TMA IS A WEATHERPROOFED ENCLOSURE RATED TO IP65. Qp 2. BOND TMA GROUND STUD TO GROUND BAR WITH 6 AWG GROUND WIRE. CONSTRUCTION DMO MWO Q 07 -13 -09 ISSUED FOR CLIENT REVIEW gMH 3. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR PROPER APPLICATION OF WEATHER PROOFING AT ANTENNA AND TMA CONNECTIONS. 9 5/16" 4. IF POSSIBLE, TMA SHALL BE MOUNTED BEHIND ANTENNA TO MINIMIZE WIND LOADING ON STRUCTURE. 91/16" 5. TMA SHALL BE MOUNTED VERTICALLY. _ 1 1/2" 3" — �� —_ METALSTRAP 850 ANT 900 ANT C1 SUBCONTRACTOR POWERWAVE Ln TO PROVIDE (TYP) r JUMPER TO ANTENNA o TMA ANT GROUND SCREW ro Q0 CID eTS TO ANTENNA MOUNTING PIPE (TYP) BAR I ESEE NOTE 2A M w. - C? y `� GROUND (SEE 07-0 -- JUMPER TO MAIN COAX FRONT VIEW THIS END DOWN DO NOT COVER OR PNNT DRAwwO PIPE srs JUMPER TO ANTENNA - METAL STRAP 3/8 "0 (8x) N C r` SUBCONTRACTOR TMA TO PROVIDE (TYP) 2 5/8'. \ GROUND SCREW M8 1 3/4" - II °3' GROUND WIRE TO ANTENNA ANTENNA MOUNTING PIPE (TYP) 5 3/16" CONNECTOR 7-16 FEMALE (3x) 2 9/16" GROUND BAR (SEE NOTE 2) ` I 3„ �I 2.34" _515/16" JUMPER TO MAIN COAX SIDE VIEW TMA MOUNTING DETAIL 6 TMA DETAIL 5 RET DETAIL 4 22x34 SCALE: NTS 11 1x17 SCALE: NTS 22x34 SCALE: 3" = V -0" 11 1x17 SCALE: 1 1/2" = 1' -0" 22x34 SCALE: NTS 111 x17 SCALE: NTS (E) ANTENNA PIPE MOUNT ANTENNA-- -7 2 3/8" O.D. GALV PIPE MAST j i PRIMARY LOCATION OF TMA, AS PER SITE CONDITIONS. (V ' � \ m ANTENNA AS PER _e ' ANTENNA SCHEDULE ®® 157/811 11 U 10 5/16" 7 � REMOTE ELECTRIC AH FRONT VIEW SIDE VIEW BACK VIEW TILT A -4J ro ` . ANTENNA RET RET AS REO'D MOTOR ANTENNA: _ oQ� TOP VIEW KATHREIN 800 10122 COAXJUMPER SUPPORT TMA COAX TO JUMPER LGP -21401 KIT, GROUNDING KIT AND CABINETS TMA ATTACHMENT :3 1 ANTENNA MOUNTING DETAIL 2 ANTENNA DETAIL W/ RET'S ATTACHED 22x34 SCALE: 3/4" = T -0" 11 1x17 SCALE: 3/8" = 1' -0" 2204 SCALE: NTS 11 1x17 SCALE: NTS 22x34 SCALE: 1/2" = 1' -0" 11107 SCALB: 1/4" = 1' -0" at &t Your world. Delivered. r PROJECT CONSULTANTS: L PLANS PREPARED BY: L PROJECT INFO: L ISSUED FOR: CCONSTRUCTION REV: =DATE: = DESCRIPTION: =BY: =CK: - DRAWN BY: CHK.: =APV.: MW BMH MWO O C CURRENT ISSUE DATE: 10 -21 -09 Z LICENSURE: DRAWING INFORMATION: IF DRAWING TITLE: ANTENNA DETAILS naemnnir_ nu IRAPrP A -4 0 CEI JOB NUMBER: 09 -69108 Qp 07 -30 -09 CONSTRUCTION DMO MWO Q 07 -13 -09 ISSUED FOR CLIENT REVIEW gMH MWO DRAWN BY: CHK.: =APV.: MW BMH MWO O C CURRENT ISSUE DATE: 10 -21 -09 Z LICENSURE: DRAWING INFORMATION: IF DRAWING TITLE: ANTENNA DETAILS naemnnir_ nu IRAPrP A -4 0 CEI JOB NUMBER: 09 -69108 JU.U" V O ' N 24.0^ -- v �v 000 BATTERY CABINET DIMENSIONS MANUFACTURER: ARGUS TE-40 HEIGHT: 84.0" DEPTH: 30.0" WIDTH: 30.0" MAXIMUM CABINET WEIGHT (WITH UNITS): 32001bs 0 o 0 N 0 O 0 " 30.00" ENCLOSURE DIMS 0 0.75" HOLE OPENING - ALL CORNERS -4 W 0 o PLACES cr O O 0� DRILL AND INSTALL O _ CONCRETE ANC HORS N J O O ^ (4) GUS HSL&M12/25 W (� J,, U� (ARGUS P/N 633 - 066 -10) li o OR EQUIVALENT LO 2.80" 24.40" in 0 0 r; O 01 MOUNTING HOLE LOCATION j RIGHT SIDE VIEW ARGUS TE -40 BATTERY CABINET 3 22x34 SCALE: 1" = 1' -0" 11x17 SCALE: 1/2" = T -0" UMTS OUTDOOR DIMENSIONS MANUFACTURER: LUCENT HEIGHT: 72" DEPTH: 40" WIDTH: 35.4" CLEARANCE: CABINET REAR 36" CLEARANCE: CABINET EACH SIDE 35.4" CLEARANCE: CABINET FRONT 29.5" MAXIMUM CABINET WEIGHT: 790lbs (359 KG) r mil; N, C" O- 2' -11 1/4" t.33" 26.77" m -- f 0 o 1 NI W W N N N i FRONT OF CABINET UMTS CABINET \ ANCHOR FOOTPRINT \, NOTE: FINISH IS HOT DIP GALVANIZED PER ASTM A -123. M 0 CEI JOB NUMBER: 09 -69108 0 0 O O EL O r� N O 0 07 -30 -09 CONSTRUCTION z MWO O z ISSUED FOR CLIENT REVIEW BMH MWO 0 O O M RF CABLE ENTRY BACK CAB NOOF \` 24.47" 24.47" 24.47" 28.60" " 0 TOP VIEW BOTTOM VIEW -�' o UMTS CABINET � " � 3yp MOUNTING BASE FOOTPRINT UMTS EQUIPMENT & MOUNTING BASE SPECIFICATIONS 2 NOT USED 22x34 SCALE: 1 " = V -0" 11x17 SCALE: 1/2" = V -0" 22x34 SCALE: NTS 111x17 SCALE: NITS § at&t *Your world. Delivered. r PROJECT CONSULTANTS: � PLANS PREPARED BY: —E CORNERS -FONE GINEERING, NG. 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 EMAIL: cei@wrnerstone- engr.com W W W.CORNERSTONE- ENGR.COM r PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY ISSUED FOR: CCONSTRUCTION REV: = DATE: =DESCRIPTION: — BY: =CK: 0 CEI JOB NUMBER: 09 -69108 O O r� N it 0 07 -30 -09 CONSTRUCTION O MWO O 07 -13 -09 ISSUED FOR CLIENT REVIEW RF CABLE ENTRY BACK CAB NOOF \` 24.47" 24.47" 24.47" 28.60" " 0 TOP VIEW BOTTOM VIEW -�' o UMTS CABINET � " � 3yp MOUNTING BASE FOOTPRINT UMTS EQUIPMENT & MOUNTING BASE SPECIFICATIONS 2 NOT USED 22x34 SCALE: 1 " = V -0" 11x17 SCALE: 1/2" = V -0" 22x34 SCALE: NTS 111x17 SCALE: NITS § at&t *Your world. Delivered. r PROJECT CONSULTANTS: � PLANS PREPARED BY: —E CORNERS -FONE GINEERING, NG. 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 FAX: 425.487.1734 EMAIL: cei@wrnerstone- engr.com W W W.CORNERSTONE- ENGR.COM r PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY ISSUED FOR: CCONSTRUCTION REV: = DATE: =DESCRIPTION: — BY: =CK: - DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: ri 10 -21 -09 r LICENSURE: DRAWING INFORMATION: LDRAWING TITLE: CABINET DETAILS n17A1Allnlr Nil InnaFa. A -4.1 0 CEI JOB NUMBER: 09 -69108 0 07 -30 -09 CONSTRUCTION DMO MWO Qq 07 -13 -09 ISSUED FOR CLIENT REVIEW BMH MWO - DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: ri 10 -21 -09 r LICENSURE: DRAWING INFORMATION: LDRAWING TITLE: CABINET DETAILS n17A1Allnlr Nil InnaFa. A -4.1 0 CEI JOB NUMBER: 09 -69108 NOT USED 5 NOT USED 4 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11 1x17 SCALE: NTS 3 "0 HOT DIPPED GALV PIPE FOR ICE BRIDGE SUPPORT W/ END CAP WO STD WT PIPE / CHANNEL MOUNTING BRACKET ASSEMBLY (HORSEHEAD) SCREW ON PIPE CAP HOT DIPPED GALVANIZED GRIP STRUT STEEL GRATING FROM MONOPOLE TO EQUIPMENT FINISH GRADE - UINISTRUT (SPACE AS \� TRAPEZE COAX CABLE EQUIPMENT REQUIRES) SUPPORTS @ T -0" O.C. N - o ? ICE BRIDGE SUPPORT PIPE FOUNDATION ��- ED (RAW EARTH APPLICATIONS) 3 "0 STD WT j I j PIPE (TYP) - - CONCRETE PIER e I + flI w m U ` 36" DEEP CONCRETE BASE 12 "0 CONC BASE " 2400 PSI -5 1/2 SACK MIX NOTE: 6" 6" 1' -0" #2 SOLID TINNED GROUND WIRE TO BE (TYp CAD WELDED FROM EACH SUPPORT COLUMNS TO GROUND RING CONCRETE PIER DETAIL 3 COAX SUPPORT RACK ELEVATION DETAIL 2 ICE BRIDGE DETAIL 22x34 SCALE: 3/4" = 1' -0" 11 1x17 SCALE: 3/8" = 1' -0" 22x34 SCALE: 1/2" = V -0" 11 1x17 SCALE: 114" = 1' -0" 22x34 SCALE: 112" = 1' -0" 11x17 SCALE:1/4" = 1' -0" * at&t Your world. Delivered. L PLANS PREPARED BY: L PROJECT INFO: I_ ISSUED FOR: CCONSTRUCTION REV:= DATE: = DESCRIPTION: =BY: =CK:]] DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: DRAWING INFORMATION: DRAWING TITLE: CONSTRUCTION DETAILS hAA \A /IAIf] nu IKAQ=D- A -4.2 0 CEI JOB NUMBER: 09 -69108 A07-30-09 CONSTRUCTION DMO I W 07-13 -09 ISSUED FOR CLIENT REVIEW BMH MWO DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: DRAWING INFORMATION: DRAWING TITLE: CONSTRUCTION DETAILS hAA \A /IAIf] nu IKAQ=D- A -4.2 0 CEI JOB NUMBER: 09 -69108 ELECTRICAL SPECIFICATION: 0 CEI JOB NUMBER: 09 -69108 1. COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. 07 -30 -09 CONSTRUCTION DMO 2. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR 07 -13 -09 ISSUED FOR CLIENT REVIEW gMH MWO TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. MATCH (E) SURFACE TRENCH 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40 \ 2'_011 -_ CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARBON MANUFACTURER. EXCAVATION /MAGNETIC COUPLINGS SHALL BE SLIP -ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE WARNING TAPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30" MINIMUM RADIUS. - -- " 4. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS - LINKED POLYETHYLENE. - A�� 5. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. _ _ _ -_ /�� UNEXCAVATED AREA SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. - - - 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. ° ° - - - - / COMPACTED FILL PER /��/ _ - - _ - UTILITY CO. REQUIREMENTS 7. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER - - - AUTHORITIES AND INFORM AT &T 24 -HOURS IN ADVANCE. ALL TICKETS AND INSPECTION a VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS O- ,- -- 2"0 TELCO CONDUIT AFTER THE INSPECTION HAS TAKEN PLACE. 8. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. X�yA�� \� SAND FILL 9. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO 2" 0 ELECTRICAL HOLD UP THE PROGRESS OF THE PROJECT. NOTE: CONDUIT VERIFY ACCEPTABLE SIZE AND TYPE OF CONDUIT WITH LOCAL PROVIDERS 10. THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 11. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 12. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED BY CODES AND /OR UTILITY ELECTRICAL/TELCO TRENCH COMPANIES. 13. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO 22x34 SCALE: 3/4 " =1' -0" I11x17 SCALE: 3/8 " =1' -0" AVOID LOCATION CONFLICTS, CONTRACTOR SHALL VERIFY ALL LOCATIONS. 14. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J -BOXES EQUIPMENT BOXES, AND (E) 2" PVC CONDUIT SCHED 40 - ARGUS BATTERY r (E) ARGUS POWER CABINET CABINETS WITH APPROVED PLASTIC TAGS. STUB -UPS SUPPLIED AND CABINET UMTS CABINET INSTALLED BY CONTRACTOR, ULTRASITE 15. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY E POWER METER ( ) \ CABINET PLACED ALONG SIDE OF THE BREAKER. ATTACHED TO H -FRAME � � � .I ' �� 16. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A (E) ELECTRICAL SERVICE �l FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. PANEL/ DISCONNECT (E) TELCO NIU -, 17. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR WALL \ V' PENETRATIONS. 00000co, �Fr I I L - - - - -- - - — - - y. ------------------------------ rt j NOTE: ALL UNDERGROUND CONDUIT BENDS PROPOSED UNDERGROUND ELECTRIC SERVICE 2 "0 SCH 40 TO HAVE MIN. 24" BEND. USE RGS PVC FROM POWER CABINET TO UMTS CABINET STUB -UP CONDUIT SIZING TO MATCH, WITH 90° (E) UNDERGROUND ELECTRIC SERVICE MIN. BEND (SUPPLIED AND INSTALLED BY PROPOSED UNDERGROUND TELCO SERVICE MIN. 2 "0 SCH 40 PVC 2 "0 PVC CONDUIT TO UTILITY H -FRAME CONTRACTOR) CONDUIT FROM POWER CABINET TO UMTS CABINET STUB -UP PROVIDE CONDUCTORS OR FULL PROVIDE FULL LENGTH 3/8 NYLON W/ TAPE PULL ROPE IN CONDUIT. (E) UNDERGROUND TELCO SERVICE MIN. 2 "0 PVC LENGTH PULL ROPE IN CONDUIT AS VERIFY WITH LOCAL TELEPHONE CO. REQUIREMENTS (SUPPLIED CONDUIT SCHED 40, TO UTILITY H -FRAME REQUIRED BY LOCAL UTILITY CO. AND INSTALLED BY CONTRACTOR) (SUPPLIED AND INSTALLED BY CONTRACTOR). ELECTRICAL SPECIFICATIONS 4 POWER / TELCO RISER DIAGRAM 22x34 SCALE: NTS 11 1x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS * at&t Your world. Delivered. Goodman Networks Network Know .aa.... off Ive r NC PLANS PREPARED BY: CCORNERS- rONE —• ENGINEERING. INC. 16928 WOODINVILLE- REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE. 425.487.1732 FAX: 425.487.1734 EMAIL: mi @mmerstone- engr.com I I WWW.CORNERSTONE- ENGR.COM I PROJECT INFO: ISSUED FOR: CCONSTRUCTION REV:= DATE: - DESCRIPTION: =BY: =CK: DRAWN BY: CHK.: —APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: L.DRAWING INFORMATION: LDRAWING TITLE: ELECTRICAL NOTES & DETAILS DRAWING NUMBER: wool E -1 0 CEI JOB NUMBER: 09 -69108 pQ 07 -30 -09 CONSTRUCTION DMO MWO Qq 07 -13 -09 ISSUED FOR CLIENT REVIEW gMH MWO DRAWN BY: CHK.: —APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: L.DRAWING INFORMATION: LDRAWING TITLE: ELECTRICAL NOTES & DETAILS DRAWING NUMBER: wool E -1 0 CEI JOB NUMBER: 09 -69108 i _ - - NOTE: COAT ALL MECHANICAL CONNECTIONS \ ` W/ "NOOX" OR APPROVED EQUAL - COAXIAL GROUND KITS W/ LONG BARREL TYPE GR TYPE GL LUG \ COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) CLEAR HEAT SHRINK ON COMPRESSION LUGS SECTOR X SECTOR Y SECTOR Z - 4 "x 24 "x 1/4" THK COPPER GROUND (3) ANTENNAS (3) ANTENNAS (3) ANTENNAS BAR. INSTALLED BY GENERAL PER SECTOR PER SECTOR PER SECTOR t CONTRACTOR TYPE SS TYPE PT ' l TMA, TYP - O O O O 0 0 0 0 0 0 0 0 0 0 0 / a O 0 0 0 O O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RET, TYP - -�T / � � � / TYPE GT TYPE VS FIELD VERIFY I 0 0 COAXIAL CABLES (TYP 1 I i I / / 2 PER ANTENNA) GROUND BAR @ #2 SOLID BARE TINNED COPPER \ \ \ ANTENNA NOTE: WIRE CADWELD (TYPO -GL) 1 CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT PROVIDE ELECTRICAL —� -- WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS ISOLATORS @ \ 1 TO BE USED FOR THIS PROJECT. CONNECTION (TYP) COAX GROUND 1 1 WIRE (TYP) I I CADWELD DETAILS GROUND BAR 11 9 I #2 AWG SHIELDED 22x34 SCALE: NTS 111x17 SCALE: NTS 22x34 SCALE: NTS 111x17 SCALE: NTS I I GROUND WIRE ON ELECTRICALISOLATERS ANTENNA WEATHER SEAL - -- NOTES: ATTACHMENT KIT TAC T W TH ISOLATORS e ALL CONNI- CTIONS TO BE CADWELDED V A A \/ 1 A / 3' JUMPER %/ BOLTED TO TOWER a USE MECHANICAL CONNECTIONS ONLY DIN MALES WITH THE WRITTEN APPROVAL OF THE CONSTRUCTION MANAGER @ GROUND BAR I I I � e HOISTING (GRIP TO BE INSTALLED BELOW BASE OF POLE I I TMA / TOP GROUND KIT. I I EQUIPMENT CABINETS (TYP) GROUNDING KIT - —COAX GROUNDING KIT JUMPER CABLE I - INSTALL GROUNDING KIT = (E) GROUND BAR ATTACHED TO #2 SOLID BARE I ABOVE COAX BEND ICE BRIDGE SUPPORT TINNED COPPER GROUND WIRE I ARGUS BATTERY I I \ \ \ \ \ �• CABINET (E) ARGUS POWER t_ ___ I j ' — E GROUNDING BUSS BAR AND CABINET - - -1 — ATTACHMENT KIT WITH ISOLATORS MGB �� \I y o #2 GREEN FROM TOP / / GROUND BAR TO / BOLTED TO TOWER (E) NOKIA - -_ ) I UMTS CABINET J BOTTOM GROUND BAR CABINET #2 SOLID BARE I I TINNED COPPER GROUND WIRE TO GROUND RING TO GROUND RING I I I I I I I I I I I I I I I � fl (TYP 2 PER CABINET) #2 SOLID BARE TINNED COPPER GROUNDING LEADS (TYP 2 PER CABINET) - /I (E) (2) #2 SOLID BARE TINNED (E) #2 SOLID BARE TINNED COPPER COPPER GROUNDING LEADS, (E) #2 SOLID BARE TINNED GROUNDING LEADS. (TYPICAL) CADWELD (TYP) COPPER GROUND RING. ANTENNA GROUNDING DIAGRAM 2 TOWER GROUNDING SCHEMATIC 1 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 111 x17 SCALE: NTS * at&t Your world. Delivered. r PROJECT CONSULTANTS: L PLANS PREPARED BY: L PROJECT INFO: L ISSUED FOR: CCONSTRUCTION REV:= DATE: - DESCRIPTION:— BY: -- CK: DRAWN BY: CHK.: C —APV BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ;DRAWING TITLE: GROUNDING DETAILS ;DRAWING NUMBER: E -1.1 0 CEI JOB NUMBER: 09 -69108 ,A 07-30-09 07 -30 -09 CONSTRUCTION MWO Q07 -13 -09 ISSUED FOR CLIENT REVIEW !MO MH MWO DRAWN BY: CHK.: C —APV BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ;DRAWING TITLE: GROUNDING DETAILS ;DRAWING NUMBER: E -1.1 0 CEI JOB NUMBER: 09 -69108 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11, 12. 13. 14. SWEEP TEST REQUIREMENTS: AT &T WIRELESS SEATTLE, WA. ANTENNA AND TRANSMISSION LINE TEST REQUIREMENTS REQUIRED EQUIPMENT (1) WILTRON /ANRITSU SITE MASTER S331A/B /C OR EQUIVALENT (1) OPEN, SHORT, LOAD (1) DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS) (1) DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS) (2) DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS) (1) PHASE STABLE CABLE (1) TRUE -RMS MULTI -METER FREQUENCIES TO BE USED PCS FREQUENCY BAND 185OMHZ- 199OMHZ TRANSMIT FREQUENCY 1930MHZ- 194OMHZ RECEIVE FREQUENCY 185OMHZ- 186OMHZ TRANSMISSION LINE AND ANTENNA SYSTEM TEST (1) INSERTION LOSS /CABLE LOSS (2) ANTENNAITRANSMISSION LINE DISTANCE TO FAULT (RL) (3) ANTENNA SYSTEM RETURN LOSS (4) ANTENNA SYSTEM WITH DUPLEXER/TMA/ANTENNA RETURN LOSS (5) TRANSMISSION LINE CONTINUITY TEST INSERTION LOSS THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION LINE AND JUMPERS BETWEEN THE CABINET AND ANTENNA. TEST FREQUENCIES: F1 =1850 F2 =1990 ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. RE- CALIBRATE TEST EQUIPMENT. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) CONNECTORS. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE ANTENNA, OF THE LINE UNDER TEST. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW /RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. PERFORM MEASUREMENT, THEN DUE STEPS 10 THROUGH 12. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOW /GREEN) TO DIN (F) ADAPTER. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOW /GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST PERFORM MEASUREMENT, THEN DUE STEP 10 THROUGH 13. ADD THE MAXIMUM PEAK TO THE MINIMUM VALLEY THEN DIVIDE BY TWO. THIS IS THE CABLE INSERTION LOSS. THIS VALUE SHOULD NOT BE GREATER THEN -4DB. PEAK MAX (M1) + VALLEY MIN (M2)/2= CABLE INSERTION LOSS. RECORD CALCULATED /MEASURED VALUE ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. REPEAT STEPS 1 THROUGH 12 FOR THE REST OF THE TRANSMISSION LINES. ANTENNA/TRANSMISSION LINE DISTANCE TO FAULT (RL): THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL FOR THE ANTENNA, TRANSMISSION LINES AND CONNECTORS. TEST FREQUENCIES: F1 =1850 F2 =1990 ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. RE- CALIBRATE TEST EQUIPMENT. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) CONNECTORS. CONNECT THE ANTENNA TO THE LINE UNDER TEST. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW /RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOW /GREEN) TO DIN (F) ADAPTER. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOW /GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH13. VERIFY EACH DIN CONNECTOR HAS A RL LESS THEN -32DB, N TYPE -28DB. VERIFY THE TRANSMISSION LINE HAS A RL LESS THEN -45DB. VERIFY THE ANTENNA HAS A RL LESS THEN -17DB. RECORD PASS /FAIL ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. REPEAT STEPS 1 THROUGH 13 FOR THE REST OF THE ANTENNA'S AND TRANSMISSION LINES. ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN LOSS: THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE TX PATH. TX TEST FREQUENCIES: F1 =1930 F2 =1940 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. RE- CALIBRATE TEST EQUIPMENT. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO DUPLEXER. 5. CONNECT TEST EQUIPMENT TO TX 1 (YELLOW /RED). 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1 5/8" WAVE -GUIDE HAS A RL LESS THEN - 15.5DB, 20OFT MAX. 8. VERIFY ANTENNA NETWORK USING 7/8" WAVE -GUIDE HAS A RL LESS THEN - 14.5DB, 20OFT MAX. 9. FOR ANTENNA NETWORK ABOVE 20OFT 1 5/8" RL -14DB, 7/8" RL - 12.5DB. 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE TX ANTENNA NETWORKS. ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN LOSS: THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE RX PATH. REMINDER THE TEST EQUIPMENT WILL TERMINATE INTO THE TMA ON THE RX PATH. RX TEST FREQUENCIES: F1 =1850 F2 =1860 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. RE- CALIBRATE TEST EQUIPMENT. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO DUPLEXER. 5. CONNECT TEST EQUIPMENT TO RX 1 (YELLOW /GREEN). 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1 5/8" WAVE -GUIDE HAS A RL LESS THEN - 16.5DB, 20OFT MAX. 8. VERIFY ANTENNA NETWORK USING 7/8" WAVE -GUIDE HAS A RL LESS THEN - 15.5DB, 20OFT MAX. 9. FOR ANTENNA NETWORK ABOVE 20OFT 1 5/8" RL -14DB, 7/8" RL - 13.5DB. 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE RX ANTENNA NETWORKS. RF CABLE INSTALLATION: 1. FOR ' /?-INCH COAX, THE MINIMUM LENGTH OF STRAIGHT COAX BETWEEN THE END OF A CONNECTOR AND THE BEGINNING OF A BEND IS 6 INCHES. FOR COAX LARGER THAN '' /rINCH, THE MINIMUM LENGTH OF STRAIGHT COAX BETWEEN THE END OF A CONNECTOR AND THE BEGINNING OF A BEND IS 12 INCHES. 2. THE MINIMUM REQUIRED BEND RADIUS FOR'/,INCH COAX IS 5INCHES. FOR COAX LARGER THAN 1/2-INCH, THE MINIMUM REQUIRED BEND RADIUS LISTED IN THE TABLES IN AT &T'S NETWORK GUIDE NG -0024, RF CABLE GUIDELINES (LATEST VERSION) WILL BE USED. USE THE BEND RADIUS VALUES IN THE COLUMN LABELED "MIN REPEAT BENDING RADIUS [IN] ", ONLY. DO NOT USE THE VALUES IN THE COLUMN LABELED "MIN SINGLE BENDING RADIUS [IN] ". 3. IF THE RF CABLE BEING INSTALLED IS NOT LISTED IN AT &T'S NETWORK GUIDE NG -0024, MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM ALLOWABLE BEND RADIUS WILL BE FOLLOWED. BEND RADIUS VALUES LISTED AS "MIN SINGLE BENDING RADIUS [IN]" OR EQUIVALENT ARE NOT TO BE USED. 4. EQUIPMENT AND RF COMPONENTS SHOULD BE LOCATED TO ALLOW THESE BEND RADII TO BE INSTALLED. IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED COAX BEND RADIUS, USE OF A SHORTER BEND RADIUS IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE BEND RADIUS IS USED. GROUND WIRE INSTALLATION: 1. THE MINIMUM BEND RADIUS FOR GROUND WIRE IS 8 INCHES. 2. IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED GROUND WIRE BEND RADIUS, USE OF A SHORTER BEND RADIUS IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE BEND RADIUS IS USED. 3. BEND ANGLES IN GROUND WIRING SMALL BE KEPT AS SMALL AS POSSIBLE AND IN NO CASE SHALL EXCEED 90 DEGREES. * at&t Your world. Delivered. Irm, ,. , PLANS PREPARED BY: L PROJECT INFO: L ISSUED FOR: CCONSTRUCTION REV: = DATE: =DESCRIPTION: =BY: =CK: ANTENNA SYSTEM RSTURN LOSS: CEI JOB NUMBER: 09 -69108 THIS TEST MEASURES THE RL OF THE TRANSMISSION LINE TERMINATING INTO THE ANTENNA WITHOUT THE TMA AND DUPLEXER. TRANSMISSION LINE CONTINUITY TEST: TEST FREQUENCIES: F1 =1850 F2 =1990 THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH 07 -30 -09 CONSTRUCTION DMO BETWEEN THE BTS AND THE TMA FOR THE 15 VDC 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. ISSUED FOR CLIENT REVIEW NETWORK. 2. RE- CALIBRATE TEST EQUIPMENT. 1 CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE 3. CONNECT THE TWO JIUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND . THE TMA, OF THE LINE UNDER TEST. THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) 2. CONNECT MULTI -METER TO LAST JUMPER BEFORE THE BTS, RX 1 CONNECTORS. (YELLOW /GREEN). PLACE THE BLACK LEAD ON THE OUTER PART 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST. OF THE CONNECTOR AND THE RED LEAD ON THE CENTER PIN 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW /RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. OF THE CONNECTOR. 6. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. 3. VERIFY THE METER READS A SHORT. 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER 4. REMOVE SHORT AND VERIFY METER READS OPEN. (YELLOW /GREEN) ADAPTER. 5. RECORD PASS /FAIL ON SWEEP DATA SHEET. 8. CONNECT TEST EQQUIPMUIPM ENN T TO THE LAST RX JUMPER (YELLOW /GREEN 6. RECONNECT JUMPERS TO TMA AND BTS. )BEFORE THE CABINRT, OF THE LINE UNDER TEST. 7, REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE 9. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. PATHS. NOTE: EDIT AND SAVE ALL SWEEPS TO A 3.5" DISKETTE AND 10. VERIFY ANTENNA SYSTEM USING 1 5 /8" WAVE -GUIDE HAS A RL LESS THEN E -MAIL SWEEPS TO JAMES.FUGATE@AT &T.COM 17D MAX. ROVIDE A COPY OF ANTENNA SYSTEM TEST RESULTS WITH 11. VERIFY Y ANTENNA SYSTEM TEM USING 7/8" WAVE -GUIDE HAS A RL LESS THEN DISKETTE ON FINAL SITE WALK. -16DB, 20OFT MAX. 12. FOR SYSTEMS ABOVB 20OFT 1 5/8" RL - 15.5DB, 7/8" RL -14DB. 13. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A QUESTIONS CONTACT: MEMORY LOCATION. JAMES FUGATE: (206) 240 -9006 14. REPEAT STEPS 1 THROUGH 13 FOR THE REST OF THE ANTENNA SYSTEMS. ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN LOSS: THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE TX PATH. TX TEST FREQUENCIES: F1 =1930 F2 =1940 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. RE- CALIBRATE TEST EQUIPMENT. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO DUPLEXER. 5. CONNECT TEST EQUIPMENT TO TX 1 (YELLOW /RED). 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1 5/8" WAVE -GUIDE HAS A RL LESS THEN - 15.5DB, 20OFT MAX. 8. VERIFY ANTENNA NETWORK USING 7/8" WAVE -GUIDE HAS A RL LESS THEN - 14.5DB, 20OFT MAX. 9. FOR ANTENNA NETWORK ABOVE 20OFT 1 5/8" RL -14DB, 7/8" RL - 12.5DB. 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE TX ANTENNA NETWORKS. ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN LOSS: THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE RX PATH. REMINDER THE TEST EQUIPMENT WILL TERMINATE INTO THE TMA ON THE RX PATH. RX TEST FREQUENCIES: F1 =1850 F2 =1860 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. RE- CALIBRATE TEST EQUIPMENT. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO DUPLEXER. 5. CONNECT TEST EQUIPMENT TO RX 1 (YELLOW /GREEN). 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1 5/8" WAVE -GUIDE HAS A RL LESS THEN - 16.5DB, 20OFT MAX. 8. VERIFY ANTENNA NETWORK USING 7/8" WAVE -GUIDE HAS A RL LESS THEN - 15.5DB, 20OFT MAX. 9. FOR ANTENNA NETWORK ABOVE 20OFT 1 5/8" RL -14DB, 7/8" RL - 13.5DB. 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION. 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE RX ANTENNA NETWORKS. RF CABLE INSTALLATION: 1. FOR ' /?-INCH COAX, THE MINIMUM LENGTH OF STRAIGHT COAX BETWEEN THE END OF A CONNECTOR AND THE BEGINNING OF A BEND IS 6 INCHES. FOR COAX LARGER THAN '' /rINCH, THE MINIMUM LENGTH OF STRAIGHT COAX BETWEEN THE END OF A CONNECTOR AND THE BEGINNING OF A BEND IS 12 INCHES. 2. THE MINIMUM REQUIRED BEND RADIUS FOR'/,INCH COAX IS 5INCHES. FOR COAX LARGER THAN 1/2-INCH, THE MINIMUM REQUIRED BEND RADIUS LISTED IN THE TABLES IN AT &T'S NETWORK GUIDE NG -0024, RF CABLE GUIDELINES (LATEST VERSION) WILL BE USED. USE THE BEND RADIUS VALUES IN THE COLUMN LABELED "MIN REPEAT BENDING RADIUS [IN] ", ONLY. DO NOT USE THE VALUES IN THE COLUMN LABELED "MIN SINGLE BENDING RADIUS [IN] ". 3. IF THE RF CABLE BEING INSTALLED IS NOT LISTED IN AT &T'S NETWORK GUIDE NG -0024, MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM ALLOWABLE BEND RADIUS WILL BE FOLLOWED. BEND RADIUS VALUES LISTED AS "MIN SINGLE BENDING RADIUS [IN]" OR EQUIVALENT ARE NOT TO BE USED. 4. EQUIPMENT AND RF COMPONENTS SHOULD BE LOCATED TO ALLOW THESE BEND RADII TO BE INSTALLED. IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED COAX BEND RADIUS, USE OF A SHORTER BEND RADIUS IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE BEND RADIUS IS USED. GROUND WIRE INSTALLATION: 1. THE MINIMUM BEND RADIUS FOR GROUND WIRE IS 8 INCHES. 2. IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED GROUND WIRE BEND RADIUS, USE OF A SHORTER BEND RADIUS IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE BEND RADIUS IS USED. 3. BEND ANGLES IN GROUND WIRING SMALL BE KEPT AS SMALL AS POSSIBLE AND IN NO CASE SHALL EXCEED 90 DEGREES. * at&t Your world. Delivered. Irm, ,. , PLANS PREPARED BY: L PROJECT INFO: L ISSUED FOR: CCONSTRUCTION REV: = DATE: =DESCRIPTION: =BY: =CK: DRAWN BY: CHK.:_APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: F-EXPIRES 02/15H0 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. : DRAWING TITLE: ANTENNA SWEEP TEST :DRAWING NUMBER: RF -1 0 CEI JOB NUMBER: 09 -69108 Qp 07 -30 -09 CONSTRUCTION DMO MWO Qq 07 -13 -09 ISSUED FOR CLIENT REVIEW BMH MWO DRAWN BY: CHK.:_APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 r LICENSURE: F-EXPIRES 02/15H0 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. : DRAWING TITLE: ANTENNA SWEEP TEST :DRAWING NUMBER: RF -1 0 CEI JOB NUMBER: 09 -69108 PROPOSEI GROUNDIN GROUNDE NEAR ANTI MAIN COAL CABLE (TY GROUND B NEAR EQUI DIPLEXOR BOTTOM JI ANTENNA ANTENNA PROPOSED RET'S PROPOSED TMA UNDING KIT UND BAR NEAR ANTENNAS COAXIAL .E (TYP) UND BAR 2 EQUIPMENT =XOR -OM JUMPER CABLE CABLE MARKING TAGS TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN. THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE ". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. THE FOLLOWING ARE 3 DIFFERENT FORMATS TO BE USED FOR THE BRASS TAGS. 1A 1A 1A TS 36 G9U9 FORMAT A FORMAT B FORMAT C DIAGRAM OF BRASS TAG FORMATS FORMAT A IS USED WHEN THERE IS ONLY ONE TECHNOLOGY BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN TWO TECHNOLOGIES HAVE BEEN DIPLEXED ONTO ONE CABLE AND WILL BE BROKEN OUT THROUGH A DIPLEXOR AT THE TOP OF THE TOWER. FORMAT C IS USED WHEN TWO TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE FOR ANTENNA PORT SHARING AT THE TOP OF THE TOWER. THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE SECOND CHARACTER DESIGNATES THE PORT ON THE ANTENNA, THE THIRD CHARACTER DESIGNATES THE TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE FREQUENCY BAND OF THE TECHNOLOGY. B1 SECTOR( SECTOR2 RF iCABLES A2 RF CABLES B2 THRU A6 AS THRU B6 AS REQ'D REQ'D Al C1 SECTOR 3 RF CABLES C2 THRU C6 AS REQ'D NOTE: SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SPECIFIC SITE TO DETERMINE THE SECTOR ORIENTATION. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS NO. TAG LOCATIONS 1. X END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. 2. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER (AS APPLICABLE). 3. X END OF JUMPER AT BTS CABINET CABLE COLOR MARKING IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS, CONTRACTORS SHALL USE ONE BAND OF COLOR TAPE PER CABLE FOR SECTOR DESIGNATION LABELING. THE COLORS SHALL BE AS FOLLOWS: SECTOR A: RED SECTOR B: BLUE SECTOR C: GREEN THE SECTOR DESIGNATIONS SHALL BE MARKED AS DESCRIBED ON THE CURRENT RF DATA SHEET (RFDS) AT TIME OF INSTALLATION. FRF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. COAX BOOT SPECIFICATION ENTRY BOOTS TO SEAL COAX WITHIN 6" CONDUITS SHALL BE: I. {�T:f /xH:bY�A H3- 150/3X(28- 54) 1/20 SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL. * at&t Your world. Delivered. r PROJECT CONSULTANTS; r- PLANS PREPARED BY: L PROJECT INFO: 1 1 ISSUED FOR; CCONSTRUCTION REV: = DATE: = DESCRIPTION:= BY: =CK: DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 1 LICENSURE: EXPIRES 02/15/10( DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. `DRAWING TITLE: ANTENNA SECTOR LAYOUT & COAX COLOR CODING =DRAWING NUMBER: RF -2 0 CEI JOB NUMBER: 09 -69108 A07-30-09 CONSTRUCTION DMO MWO Qp 07 -13 -09 ISSUED FOR CLIENT REVIEW BMH MWO DRAWN BY: CHK.: =APV.: BMH MWO MWO C CURRENT ISSUE DATE: 10 -21 -09 1 LICENSURE: EXPIRES 02/15/10( DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. `DRAWING TITLE: ANTENNA SECTOR LAYOUT & COAX COLOR CODING =DRAWING NUMBER: RF -2 0 CEI JOB NUMBER: 09 -69108