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11 x 17 Planmat &t Your world. APPROVED By Adam Bennetts at 7:00 am, Oct 21, 2009 Only 16 RET's were proposed on structural and application, 18 are shown on drawing. Install per structural 11909261 11 Q GoodmanNetworks Network Knowledge... Delivered YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY WA580 ATC SITE # 83097 VICINITY MAP PROPERTY OWNER: GENERAL LOCATION MAP AMERICAN TOWER CORPORATION 16221 NE 72nd WAY, RTC 3 F P.O. BOX 97061 aR N CONTACT: ANDREW CARRIED N PHONE: (781) 926-0691 PROJECT ENGINEER: _ CORNERSTONE ENGINEERING, INC. GOODMAN NETWORKS j 8815122ND AVE. NE WOODINVILLE. WA 98072 SITS-�ATVIN SITE LOCAL ,x.,,,,v ;;�,,,,, -" ON E -1 aa,wEy -€ PROJECT MANAGER: FAX: (425) 487 -1734 DEAN BUECHLEY ANTENNA SWEEP TEST dhuechieyQa gWdmanneWorks.com CODE INFORMATION: (972) 413-6727 ZONING CLASSIFICATION: RR1 /5 RURAL RESIDENTIAL SITE AQUISITION: RRR7 /5 RURAL RESIDENTIAL/RESOUCE DAN BAUM BUILDING CODE: IBC 2006 dbaum @goodmannelworks.com CONSTRUCTION TYPE: TELECOMMUNICATIONS ZONING AGENT: OCCUPANCY: UNOCCUPIED DAN BAUM JURISDICTION: THURSTON COUNTY dbaum @goodmannelworks.com PROPOSED USE: TELECOMM CONSTRUCTION MANAGER: RANDYn@90Dd ON L� rmordson @9ootlmannetwod<s.cam LATITUDE: 46' 55' 29.4 N (46.92.59 DRIVING DIRECTIONS START AT 16221 NE 72ND WAY, REDMOND TURN RIGHT ON NE 73RD WAY TURN LEFT ON 163RD PL NE TURN LEFT ON NE 74TH ST TURN RIGHT ON BEAR CREEK PKY TURN LEFT ON LEARY WAY NE TAKE RAMP ONTO WA -520 W TOWARD SEATTLE TAKE THE RENTON EXIT ONTO Id05 S TAKE EXIT #20VKENT /AUBURN ONTO WA -167 S TAKE THE PUYALLUP /OLYMPIA EXIT ONTO WA -512 W TAKE THE PACIFIC AVE /PARKLANDISPANAWAY EXIT TURN LEFT ON 106TH ST STURN LEFT ON PACIFIC AVE S (WA4) CONTINUE ON WA -507 TURN LEFT ON BALD HILL RO BE BEAR RIGHT ON MORRIS RD SE ARRIVE AT 11247 MORRIS RD SE, YELM, ON THE RIGHT APPROVAUSIGN OFF OF CONSTRUCTION DRAWINGS CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT &T SIGN OFF DATE SIGNATURE CONSTRUCTION COORDINATOR 0 $0. FT. RE ENGINEER LANDLORD'S REPRESENTATIVE INTERCONNECT PROJECT MANAGER OPERATIONS SITE ACQUISITION COMPLIANCE ZONING CONSTRUCTION MANAGER PROJECT MANAGER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED PROJECT INFORMATION APPLICANT: PROPERTY OWNER: AT &T MOBILITY CORPORATION AMERICAN TOWER CORPORATION 16221 NE 72nd WAY, RTC 3 12830 SW PARK WAY P.O. BOX 97061 PORTLAND, OR 97225 REDMOND. WA9W52 CONTACT: ANDREW CARRIED ENLARGED SITE PLAN PHONE: (781) 926-0691 PROJECT ENGINEER: PROJECT CONSULTANTS: CORNERSTONE ENGINEERING, INC. GOODMAN NETWORKS 16928 WOODINVILLE- REDMOND RD N.E. SUITE 210 8815122ND AVE. NE WOODINVILLE. WA 98072 KIRKLAND, WA 98033 MARK W OLSON. P.E. E -1 PH: (425) 487 -1732 PROJECT MANAGER: FAX: (425) 487 -1734 DEAN BUECHLEY ANTENNA SWEEP TEST dhuechieyQa gWdmanneWorks.com CODE INFORMATION: (972) 413-6727 ZONING CLASSIFICATION: RR1 /5 RURAL RESIDENTIAL SITE AQUISITION: RRR7 /5 RURAL RESIDENTIAL/RESOUCE DAN BAUM BUILDING CODE: IBC 2006 dbaum @goodmannelworks.com CONSTRUCTION TYPE: TELECOMMUNICATIONS ZONING AGENT: OCCUPANCY: UNOCCUPIED DAN BAUM JURISDICTION: THURSTON COUNTY dbaum @goodmannelworks.com PROPOSED USE: TELECOMM CONSTRUCTION MANAGER: RANDYn@90Dd ON SITE LOCATION: (BASED ON NAD 83) rmordson @9ootlmannetwod<s.cam LATITUDE: 46' 55' 29.4 N (46.92.59 LONGITUDE: 122' 35' 36.4' W (722.5937) TOP OF STRUCTURE: 1150'.00' AGL PARCEL NUMBER: BASE OF STRUCTURE: 2604.00' AMSL 22730430400 AREA OF PARCEL: PROJECT AREA: 33.5 ACRES 144 SO. FT. NEW IMPERVIOUS AREA: 0 $0. FT. GENERAL INFORMATION: t. 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) TMA'S, (6) 1 6/8'0 COAX. AND (6) REPS 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 SITE PLAN A -7.1 ENLARGED SITE PLAN A -2 EXISTING & PROPOSED SOUTHEAST ELEVATIONS A -3 EXISTING& PROPOSED ANTENNA PLANS AA ANTENNA DETAILS A -4.1 CABINET DETAILS T4.2 CONSTRUCTION DETAILS E -1 ELECTRICAL NOTES & DETAILS E -1.1 GROUNDING DETAILS ANTENNA SWEEP TEST RF -2 ANTENNA SECTOR LAYOUT& COAX COLOR CODING LEGAL DESCRIPTION SECTION W TOWNSHIP 17 RANGE 2E BE SE COM NE CDR W1 105.5F S132OF El 105.5F N : ISSUED FOR: CONSTRUCTION : REV : = DATE:= DESCRIPTION:— BY. =CK:= T -1 0 CEI JOB NUMBER: 09 -fi 108 Qp 07 -30-09 CONSTRUCTION DMO MWO A07-13-09 SSUED FOR CLIENT REVIEW BMH MIND T -1 0 CEI JOB NUMBER: 09 -fi 108 GENERAL NOTES: L DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAM. AM PURPOSES ONLY. UNLESS NOTED OTHERWISE THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT. LABOR. AND MY REQUIREMENTS NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL 2 PRIOR TO THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SHALL VISIT TIE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING ME PROPOSED PROJECT CONTRACTORS SHALL VISIT THE CONSTRUCTION SUE WITH THE CWSTRUCTK)WCONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT ME PROJECT WILL BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS. OMISSIONS. OR DISCREPANCIES SHAUBE MOUGHTTO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING 3. THE ARCHITECTSENGINEERS HAVE MADE EVERY EFFORT TO SET FORM IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED MAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH ME INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECTSNGINEER MANY CONFLICTS, ERRORS. OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL IN THE EVENT OF DISCREPANCIES THE CONTMCTORSHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE A THE CONTRACTOR SHALL SUPERVISE ANO DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES. SE WENCES. 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 PUBUC AUTHORITY. MUNICIPAL AND U PLOY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK P 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 NTH ME PROJECT MIS SET IS A VAUD CONTRACT DOCUMENTONLY IF ME TITLE SHEET IS STAMPED 'FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS ME ARCHITECTS SIGNED WET STAMP e. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACIIITIESARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OMERLMSE 0 SEAL ALLPENETMTIONS THROUGH FIREAATEDARSAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILNYAND OR PROJECT SITE 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER NTH A"TING OF NOT LESS MAN 2A OR 2 -AIOBC 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 MAT 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, CONTACTOR 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 ORSMUOGESOFANYNATURE. 13 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TOPROCEED MTN CONSTRUCTION PRIOR TO STARTING WORK W ANY OEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DAMNGS'CONTACT DOCUMENTS 14 THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 1$. 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 CONTACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS V CAUTION! CALL BEFORE YOU DIG' BURIED UTMIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONEAALL UTILITY LOCATE SERVICE AMINIIAUM OF 40 HOURS PRIOR TO CONSTRUCTOR. DIAL &11 16 CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WIN PHOTOGRAPHSAND SUBAIITTO AT&T WIRELESS. LLC ALONG WITH RESUMED CONSTRUCTION SET 19 CONTRACTOR TO SEGMENT ALLCHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TOAT&TMRELESGLLC UPO4COMPLETION 20 FOR CO- LOCATION SITES CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN RIO WALK 21. GENEALCONTACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPAWAS REQUIRED. CONTRACTOR TO REPORT POWER INSTAUATIM COORDINATION WLUTIM(S)TO NET40RK CARRIER REPRESENTATVE. 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 SOLUTIMSFOR EOUIPMENTAND /ORANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. ME GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTACTOR OF RECORD FOR INSTALLATION, PATCH. REPAIR OR ANY AUGMENTATION TOME POOP. AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 24 IN ME CASE OF ROOFTOP SOLUTIONS MTN THE INSTALLATION OF ANTENNAS MTHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS. THE GENERAL CONTACTOR SMALL COORDINATE NTH ME FRP OESIGNERffABRICATOR TO ENSURE THAT ME FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS. TEXTURES. AND COLORS. THE CON FACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL PAP CONSTRUCTION. WHEN PHOTO SIMULATIONS ARE PROVIDED. ME CONTRACTOR SHALL ENSURE MAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTO SIMULATIONS BMW DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR. CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION GENERAL NOTES (CONT -D): 26 IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT ANDIOR ANTENNA FRAMES MERE ANCHORING TO A CONCRETE ROOF SLAB IS REWIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CQ SUUING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE Of POST TENSION TENDONS VATHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING- ASENLT DRAWING SET- HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE MEMBEDDED STEEL REOM IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT. CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS MERE ANCHORINGOCCURS 26, GENERALS SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOOKING TIES FOR ALL CABLE MAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS WHERE APPUCAB(E) PLASTIC ZIP TIES SHALL NDT BE PERMITTED FOR USE ON AT&T PROJECTS. RECOMMENDED MANUFACTURE SHALLBE PANWIT CORP METAL LOOKING TIES MODEL NO MLN9 PUNDERSERIES04(OR EQUAL) PANDUR PRODUCT DISTRIBUTED BY TRIARC OF TACOMA. VIA DESIGN CRITERIA: I THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE W N THE INTERNATIONAL BUILDING CODE 2W6 WITH WASHINGTON STATE BUILDING CODE AMENDIMENT$(M5I8C) 2, OESIGNLOADS DESIGN DATA FOR THURSTON COUNTY. WA J OOF SNOW LOAD -EASIC WIND SPEED WIND EXPOSURE MA (NOT A ROOFTOP SOLUTION) 05 MPH S SEC GUST) 8 CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318. 2 CONCRETE SMALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE MTN CHAPTER IS OFMEMWIBC STRENGTHS AT 26 DAYS AND MIX CRITERIA SHALL SEASFOLLOWS. TYPE OF CONSTRUCTON 28DAYSTRENGMS WIC MINIMUMCEMENT CONTENT A. SLABS ON GRADE (U) RATIO PER CUBIC YARD TOPPING LABS CGNCRETEPIERS 2.100 PSI _ 45 5 I SACKS B. ALL STRUCTURAL CONCRETE 4.OW PSI $ 45 6 I SAC" EXCEPT WADS C, CONCRETEWALLS COX) PSI AS 8 @SACKS CEMENT SHALL BE ASTM CI W, PORTLAND CEMENT TYPE Y UN 0 B 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 {NTMINED WIN AN AIR£MRAINING AGENT CONFORMING TO ASTM OHO. CIM, C6I6COBOANDC1017 TOTAL AIR CONTENT SHALL BE IN ACCORDANCE NTH TABLE IM 2. t OF THE SMIBC 5 REINFORCING STEEL SHALL CONFORM TO AST14 A616 (INCLUDING SUPPLEMENT SI) GRADE OM,W OW PSI. EXCEPTIONS ANY BARB SPECIFICALLY SO NOTED ON ME DRAKMGSSHAUSEGRADE40.Ip40000P81 MADE W REINFORCING SARS)NDICATED ON DRAWINGS TO SE MLOED SHALL CONFO M TO ASTM A7M REINFORCING COMPLYING MTN ASTAI ADI5151)MAYBE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A W.S 014 ARE SUBMITTED. 6 REINFORCING STEEL SHALL BE DETAILED( INCLUDING HOOKS AND BENDSMN ACCORDANCEWMACI3ISAND316 LAP ALL CONTINUOUS REINFORCEMENT AT L EAST M EAR DIAMETERS OR A MINIMUM OF 23'. PROVIDE CORNER BARS AT ALL WALLAND FOOTINGINTERSEC IONS LAPCORNERBARSATLEASTMBARDMMETERSORA MINIMUM OF 2' -0'. LAP ADJACENT MATS OF WELDED RARE FABRICA MINMUTA OF B -AT SIDESANDENDS. T WELDED WIRE FABRIC SHALL CONFORM! IOASTMI A -185 6 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615. GAGE W. 1,00,000 PSI 9 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD SENT UNLESS SPECIFICALLY $O DETAILED OR APPROVED BY THE CONSULTANT 10 CONCRETE PROTECTION(COVERI FOR REINFORCING STEEL SHALL BE AS FOLLOWS FWTINGS ANOOMER UNFORMED SURFACES. FARM FACE 3' - FORMEOSURFACESEXPOSED TO EARTH OR WEATHER INS BARS OR LARGER) Y IPS UPS OR SMALLER) 1112' BLABS AND WALL$(INTERIOR FACE) 314' It BARS SHALL BE SUPPORTED ON CRAMPS OR DOWE BRICKS 12 ANCHOR BOLTS TO CONFORM TO AS1M AWT 13 NM- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE MTH THE MANUFACTURER'S PUBLISHEORECOMMENDATIONS GROUT STRENGTH SHALL BEAT LEAST EQUAL TO THE MATERIAL ON WHICH M IS PLACED (30.0 PSI MINIMUM) 14 ALL EXPANSION ANCHORS TO BE HILTI BAND ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED SYENOINEER 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 SOLVING. EXPANSION BOLTS. AND THREADED EXPANSION ANCHORS) SMALL BE BASED ON THE A I I'SPECIFICATION FOR THE DESIGN, FABRICATION. AND ERECTION OF STRUCTURAL STEEL FDA BUILDINGS' LATEST EDITION SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 ISO CHAPTER 22. BY OUAUFIEO 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 RANGE SHAPE AETMA -002. FY W KSI 8 OTHER SHAPE. PLATES AND ROD ASTM AM. Fy %KSI C. PIPE COLUMNS ASTM A53, Fy 35 KSI D. STRUCTUMLTUBING ASTMAEOO, Fy4SKSl E ANCHOR BOLTS ASTM A307 F CONNECTION BOLTS ASTM AS25 4 AU MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al2LA12WLJQ 6 ALL WELOING SHALL BE IN CONFORMANCE WITH A IS .I AND AWS STANOARDS AND SHALL BE PERFORMED BY WA B O CERTIFIED WELDERS USING EPO XX ELECTRODES ONLY PREOUALIFIED WELDS (AS DEFINED BY ANSI SHALL BE USED, WUDINGOFGMDE60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES WELDING OF MADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORATED USING E70M ELECTRODES. WELDING WITHIN <' 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 ME PLANS. PROVIDE PREMIUM SECTION PROPERTIES INDICATED ALL COLI?FORMED STEEL FRAMING SHALL CONFORM TO THE A IS I 'SPECIFICATION FOR THE DESIGN OF COD - FORMED STEEL STRUCTURAL MEMBERS- ) BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS QM- 014)AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE 6 NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 618- CIA A5TM AW7 BOLTS UNLESS NOTED OTHERWISE. 9 ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH ME DESIGNS CONSTRUCTION SPECIFICATION AND IN ACCORDANCE LNM ASTM AW UNLESS NOTED OTHERWISE, 10 ALL WELDS TO BE 114- MUST UNLESS NOTED OTHERWISE it TOUCH UP ALL FIELD DRILLING AND WELDING MTN 2 COATS OF GALVACON(ZINC RICH PAINT)OR APPROVED EQUAL TOWER /POLE NOTES: 1. VERIFICATION THAT THE PROPOSED TOWEWOLE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO SE DONE BYOMERS. 2 PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL IMMAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES PRE 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 Vo,w) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS t FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF BUGS- THE CONSTRUCTION SUPERMSOR 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 If E. BACKING UP TOWARD A ROOF EDGE. ETC)ORUNSAFEACTIVIVES MESAFM MONITOR MUST EE ON ME SAME ROOF AND WITHIN VISUALANO VERBAL 3 CONSTRUCTION INVOLVING WORKERS TO APPROACH MMIN 8 O LESS OF AN UNPROTECTED ROOF EDGE. REWIRES WORKERS TO USE SAFETY LINE, 4 SAFETY LINE SHALL BE MINIMUM Y.' DIAMETER NYLON. WITH A NOMINAL TENSILE STRENGTH Of $400 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 RICH EWE OF ROOF. BUT NOT BEYOND, 7, SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS 8 MONTHLY SAFETY INSPECTION AND MAINTENANCE OF ME FALL PROTECTION EQUIPMENT SHALL OCCUR BY ME 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 ME 'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 20W PUBLICATM REFERENCED OSHA REGUUTION5TANDARDS SHALL BE REVIEWED BY TOWERERECTORS. EQUIPMENT INSTALLERS AND TOWEMLOOF TOP CONTRAMRSQUBCONTMCTORS 20 CPA 192BES) - SCOPE, APPLICATION, AND DEFINITIONS 20 CPR 1926 501 -DUTY TO HAVE FALL PROTECTION 19 CPR IBM 502 -FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SYMBOLS AND ABBREVIATIONS AF AIR CONDITIONING LBS POUNDS AGL ABOVE FINISH GRADE MAX MAXIMUM APPROX APPROXIMATELY MECH MECHANICAL —C00%— IATL METAL SLOG BUILDING AIFR MANUFACTURE OUR BLOCKING MGR MANAGER IS) FAIN MINIMUM CLG CEILING LIISC MISCELUMSOUS CLR CLEAR SHEET NUMBER LONG CONCRETE NA NOTAPPUOABLE CONET CONSTRUCTION NIO NDTINCOMMCT CONT CONTINUOUS NTS WTT05CALE DBL DOUBLE GC ON CENTER DIA DIAMETER 00 OUTSIDE DIAMETER DIAG DIAGONAL DN DOWN PLY NO PLYWOOD DET DETAIL PRO) PROJECT DWG DRAWING PROP PROPERTY AT PRESSUREMEATED EA EACH RED REQUIRED ELEV ELEVATION MI ROOM BUD ELECTRICAL RD ROUGH OPENING ED EQUAL EWIP EQUIPMENT SHT SHEET EM EXTERIOR IM SIMILAR SPEC SPECIFICATION FIN FINISH SF SQUARE FCOT FLUOR FLOURESOENT SS STAINLESS STEEL FUR FLOOR STL STEEL FT FOOT STRUCT STRUCTURAL STD STUD GA GAUGE SUS] SUSPENDED GAL, GALVANIZED GC GENERAL CONTRACTOR MAE THROUGH GRIND GROUND TNNG TINNED GYPBD GYPSUMWALLSOARO VP TYPICAL HORZ HORIZONTAL UNO UNLESS NOTED HR HOUR OTHERWISE HT HEIGHT WAG HEATING VERT VERTICAL VENTILATION VIF VERIFY IN FIELD AIR CONDITIONING W/ MTN ID INSIDE DIAMETER W10 WITHOUT IN INCH WP WATERPROOF INFO INFORMATION PAUL INSULATION INT INTERIOR IBC INTERNATIONAL BUILDINGCO08 —TT— 0 CEI JOB NUMBER: 0969108 TELEPHONE —P P— POWER ----- - - - - -- GROUND WIRE — COAX —C00%— COAXIAL CABLE ANTENNA ¢ CENTERLINE IS) EXISTING DETAIL NUMBER VJ SHEET NUMBER at &t �Y ur wod 'v r Dell a ed . GoodmanNetworks An..a uouue., eu Inm =PLANS PREPARED BY: COTNEFAS TDN6 C 180281 YOODINVILLEREDMOND RD NE, SUITE 210 WOODINVILLE. WAM72 PHONE'. 425,482.1732 FAX N2SA8TIP3A EMAIL: ui6Y<rmmm�alq'.wm WWW.CORNERSTONEENGRCOM PROJECT INFO: ISSUED FOR: CONSTRUCTION I/O \107-30 -09 I CONSTRUCTION IDMOIMWOI Io10713-D9ICLIENTREVIEW IBMHIMWOI BMH I MWO I MWO CURRENT ISSUE DATE: 07 -30 -09 �p W q4 CE 1�MO,O.A e D S`YS /ON41E�� TT I EXPIRES _ 02/15110_ DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIMS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF MIS DRAWING ARE SUPERSEDED BY ME LATEST REVISION THE INFORMATION CONTAINED M THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE M DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLYPROHIBUEO. GENERAL NOTES G -1 0 CEI JOB NUMBER: 0969108 ADJACENT ZONING USE: RURAL RESIDENTIAL ZONE: RRR 115 ADJACENT ZONING USE: RURAL RESIDENTIAL ADJACENT ZONING '! USE: RURAL RESIDENTIAL ZONE:— RR 115 ZONE: FIR 1/5 PROPERTY LIN�� _ _ �— l I /i l / I /I / I � I SUBJECTZONING = USE: RURAL RESIDENTIAL - j A I ZONE: FIR 115 Q��•i'� /=� i I ftRR VS j 0 D) Ol / In 1 ( I I / I /I' -- PROPOSED AT &T PANEL ANTENNA MODEL )' KATHREIN 80010122 (1 PER SECTOR, TOTAL OF 3) WITH RETS (2 PER ANTENNA, TOTAL OF 6) (-1 L, ADJACENTZONING A4 USE: RURAL RESIDENTIAL (E)CHAIN -LINK FENCE (E) AT &T EQUIPMENT CABINETS .I I W/ BARBED WIRE I MOUNTED ON (E) CONCRETE SLAB I ZONE: RR 1/5 (E) 150'- O- HIGH ATC LATTICE TOWER ,A`� 1 I \ I \ C 1 1 (E) FORESTED I JJf \ AREA I `\ ;\ / j �. (E) FAREATED �` A 1 �� -rte t.-w, �,. A •JJA (E) FORESTED \9O\ I AREA It \ ` ACACCESS ROAD I' (E)INGRESS /EGRESS J SITE PLAN 1 THIS IS NOT A SURVEY ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. PLAN NORTH *�'at &t Your wodd. Delivered. GoodmanNetworks : PLANS PREPARED BY: -�E COFNERO40NE 16923 WOODINVILLEREDMONO RD NE SVRE 210 WOODINVILLE. WA EI PHONE 425 4E7 1732 FAX 42648717M EMAIL cel'dy`<amerslareelg [ wm W1w: 00RNER$TONE£NGRCOM :PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 9&597 THURSTON COUNTY :ISSUED FOR: ^ CONSTRUCTION V ry :DRAWN BY: CHK.: —APV — BMH MWO MWO : CURRENT ISSUE DATE: 07 -30 -09 Pg w. 0( ASP U' �N-0 .e ys 9G /51' SSti77V ` EXPIRES DO NOT SCALE DRAAINGS OONTRACTORMUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF My ERRORSAND 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 VMICH IS RELATED TO NAMED CLIENT IS STRICTLY PRCHISHED :DRAWING TITLE: SITE PLAN A -1 0 CFI JOB NUMBER: 09 -69106 Qp 07 -30.09 CONSTRUCTION DMO MIND q 07 -13 -09 ISSUED FOR CLIENT REVIEW BMH MWO :DRAWN BY: CHK.: —APV — BMH MWO MWO : CURRENT ISSUE DATE: 07 -30 -09 Pg w. 0( ASP U' �N-0 .e ys 9G /51' SSti77V ` EXPIRES DO NOT SCALE DRAAINGS OONTRACTORMUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF My ERRORSAND 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 VMICH IS RELATED TO NAMED CLIENT IS STRICTLY PRCHISHED :DRAWING TITLE: SITE PLAN A -1 0 CFI JOB NUMBER: 09 -69106 (E) SPRINT /NEXTEL EQUIPMENT SHELTER (E) SPRINT I NEXTEL UTILITY RACK (E) CHAINLINK FENCE W/ BARBED WIRE (E) ICE BRIDGE (TYP) ENLARGED SITE PLAN `- (E) GRAVEL PARKING / TURN AROUND AREA (E) DOUBLE (E) VERIZON WIRELESS EQUIPMENT SHELTER V (E). HIGH ATC Ck LATTICE TOWER — (E) TRANSFORMER MOUNTED ON CONCRETE SLAB i PROPOSED BBU CABINET v (MAINTAIN T MIN CLR� FROM METER BASE) A-4. PROPOSED UMTS CABINET 2 A4..1 O1p< PROPOSEDICE BRIDGE Av.2 A $ED COAX 2 aLBACK(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 UTILITY RACK W/ (E) AT &T EQUIPMENT CABINETS MOUNTED ON (E) CONCRETE SLAB (E) AT &T ICE BRIDGE W/ (6)1 618.0 COAX (E) & (6) 1 518.0 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) 1 (E) AT &T ICE BRIDGE A-4 W/ (6) 16/8-0 COAX (E) PROPOSED AT &T TMAS MOUNTED ON (E) ANTENNA MOUNTING FRAME (4 PER SECTOR, TOTAL OF 12) ;'6\ (E) AT&T ANTENNA MOUNT (TOE -% REMAIN) (TOTAL OF 3) (E) ANTENNA (TO REMAIN) (TYP OF 2 PER SECTOR, TOTAL OF 6) A-2 ICJ Ql PLAN NORTH *§ at &t Your world. Delivered. Good manNetworks :PLANS PREPARED BY: CIE :011NGR9 YO„d 15425 WOODINOLLEREDMOND RD NE, SUITE 210 WOODIWILLE. WAM72 PHONE 425,4871732 FAY, 42"8717U EMAIL: ceigcon rstc aye.rom IVWACORNERSTONE£NGRCOM :PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 96697 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION DRAWN BY: CHK.:— APV.:= BMH MWO I MWO CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: .u� tr�� V�N,I,cOy �cIS i EXPIRES 52/15110 COROT SCALEORAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OLIISSION& ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANYUSEORDISCLOSURE OTHER THAN MICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. : DRAWING TITLE: ENLARGED SITE PLAN A -1.1 0 CEI JOB NUMBER: 0"9108 Qp 07-3009 CONSTRUCTION DMO MWO q 07 -13 -09 ISSUED FOR CLIENT REVIEW BMH MWO DRAWN BY: CHK.:— APV.:= BMH MWO I MWO CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: .u� tr�� V�N,I,cOy �cIS i EXPIRES 52/15110 COROT SCALEORAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OLIISSION& ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANYUSEORDISCLOSURE OTHER THAN MICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. : DRAWING TITLE: ENLARGED SITE PLAN A -1.1 0 CEI JOB NUMBER: 0"9108 TOP OF (E) LATTICE TOWER & HAD CENTER OF NOTE TOP OF (E) LATTICE TOWER 8 HAD CENTER OF (E) F!� VERIZON WIRELESS ANTENNA ARRAY : 0(E) VERIZON ANTENNA ARRAY v - - "' -- " —' EXISTING ANTENNA MOUNTING 750 -O AGL _ � 750' -0'AGL I HARDWARE -- TO BE REUSED (E) VERIZON WIRELESS ` (E) VERIZON WIRELESS CARRIER ANTENNA ARRAY CARRIER ANTENNA ARRAY � I RAD CENTER OF (E) T- MOBILE ANTENNA ARRAY - - -'i RAD CENTER OF (E)T•MOBILE ANTENNA ARRAY - -- J 132' -0' AG L — (E) T- MOBILE WIRELESS - T- MOBILE WIRELESS CA CARRIER ANTENNA ARRAY CARRIER ANTENNA ARRAY OF (E) AT &T ANTENNAS TOP OF (E) AT&T ANTENNAS 8 PROPOSED AT &T ANTENNAS TOP 120' -0'AGL , � (E) AT&T PANEL ANTENNAS (TO \ "` ) AT&T PANEL REMAIN) (2 PER ANTENNAS (TOO OF 6) REMAIN) (2 PER SECTOR, TOTAL OF 6) \ PROPOSED AT&T PANEL ANTENNA MODEL KATHREIN 800 10122 W/ 2 318.0 PIPE MAST RAD CENTER OF (E) SPRINT / NEXTEL ANTENNA ARRAY TO MATCH (E) (1 PER SECTOR, TOTAL OF 3) RAD CENTER OF (E) SPRINT / NEXTEL ANTENNA ARRAY 1�i 08'1' AGL -'- - - -' W/ FRETS (2 PER ANTENNA, TOTAL OF 6) - -- - h -(E) AT &T TMAS MOUNTED ON (E) 1 708' -0' AGL ANTENNA MOUNTING FRAME (2 PER PROPOSED AT&T TMAS MOUNTED ON (E) ANTENNA MOUNTING FRAME SECTOR, TOTAL OF 6) (4 PER SECTOR, TOTAL OF 12) %5 . � ANTENNA MOUNTING (E) AT &T ANTENNA MOUNTING FRAME (f0 REMAIN) (TYP OF 3) FRAME (TO REMAIN) (TYP OF 3) ' (E) SPRNT /NEXTEL WIRELESS (E) SPRNT / NEXTEL WIRELESS CARRIER ANTENNA ARRAY CARRIER ANTENNA ARRAY \ �(E) 150' -0' HIGH ATC I �(E) 750' -0' HIGH ATC LATTICE TOWER LATTICE TOWER - PROPOSED AT &T (6) RUNS OF I (E) AT &T (12) RUNS OF 15/8-0 1 518.0 COAX ROUTED UP SIDE COAX ROUTED UP SIDE OF TOWER / OF TOWER WITH (E) COAX V � /I (E) VERIZON WIRELESS /> EQUIPMENT ) VERII WIRELESS EQUIPMENT EQUIPMENT EQUIPMENT SHELTER T- MOBILE MOBILE (E) ICE BRIDGE (TYP) EQUIPMENT MOUNTED (E) ICE BRIDGE (TYP) EQUI PMENT MOUNTED ON CONCRETE SLAB (E) CHAINLINK FENCE ON CONCRETE SLAB (E) CHAINLINK FENCE (E)SPRINT /NEXTEL W /(3) STRAND BARBED WIRE (E)SPRINT /NEXTEL W /(3) STRAND BARBED WIRE GENERATOR MOUNTED GENERATOR MOUNTED ON CONCRETE SLAB / (E) AT &T UTILITY RACK ON CONCRETE SLAB (Ej AT &T UTILITY RACK (E)SPRINT /NEXTEL (E) ATBT EQUIPMENT (E)SPRINT /NEXTEL (E) AT &T EQUIPMENT EQUIPMENT SHELTER - -,\ I CABINETS MOUNTED EQUIPMENT SHELTER \ OABE)CO CRETE SLAB ON (E) CONCRETE SLAB PROPOSED EQUIPMENT _ - -- — - CABINETS GRADE � GRADE 0' -0' (ASSUMED) (T-0' (ASSUMED) PROPOSED SOUTHEAST ELEVATION 2 EXISTING SOUTHEAST ELEVATION 22x34 SCALE: 1 /8• =T-W Ti 1x17 SCALE; 1l16' =1' -0- 22x34 SCALE: 1/8' =1' -0w 11 1X17 SCALE: 1116' =T -w at &t Your world. Delivered. : PROJECT CONSULTANTS: IQ Good man Networks PLANS PREPARED BY: CORfiE�840Na. 18028 WOODINVILLEREDLIOND RD NE. SUITE 310 WOODINVILLE, W'A08W2 PHONE 428487.1732 FAX. 425401.904 EMAIL, rol^ecelnamlamelgcwm WWWGORNERSTONE {NGRCOM _PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY = ISSUED FOR: CONSTRUCTION A07-30-09 CONSTRUCTION DMO MIND Qq 07.13 -09 ISSUED FOR BMH MWO CLIENT REVIEW BMH MWO MWO CURRENT ISSUE DATE: 07 -30 -09 A 1_51 �st4 A YALEtIO �I ;l� 1 tt EXPAES 0&15;10 !! DO NOT SCALE DRAWINGS. OONTRACTORMUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND WIISSICNS ALL PREVIOUS ISSUES OF THIS DRAWING ARE SVPERSE05D BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS ISPROPRIETARYSYNANRE. ANYUSEORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CUIINTIS STRICTLY PROHIBITED EXISTING & PROPOSED SOUTHEAST ELEVATIONS A -2 0 CEI JOB NUMBER: 09.69108' *!�4 Delivered. 14 Good man Networks :PLANS PREPARED BY �I�G CORNGRG 40NG 16828 WOODINVILLE-REDMOND RD NE. SUITE 210 WOODINVILLE WAM72 PHONE: 425457.1732 FAX 42548TITS4 EMAIL. «t,@ mrstorc M—m WVAV.CORNERSTONEENOR COM :PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM. WA 98597 THURSTON COUNTY ICONSTRUCTION I I A\ 107-30-091 CONSTRUCTION IDMOIMWDI IZLI07- 13-09ICLIENTREVIEW IBMHIMWOI :DRAWNSY: CHK.:= APV.:= BMH MWO MWO :CURRENT ISSUE DATE: 07 -30 -09 a W. 0< \oy D• FclgrE . g4' m EXPIRES OLi511 DO NOTSCALEDRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORSANDOMISSIONS ALL PREVIOUS ISSUES OFTHIS 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 Ni10H IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED EXISTING & PROPOSED ANTENNA PLANS A -3 0 CEI JOB NUMBER: 09 -69108 NOTES: 0 CEI JOB NUMBER: 09 -69108 1. TMA IS A WEATHERPROOFED ENCLOSURE RATED TO IP65. 2. BOND TMA GROUND STUD TO GROUND BAR WITH 6AWG GROUND WIRE. 3. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR PROPER APPLICATION OF WEATHER PROOFING AT ANTENNA AND TMA CONNECTIONS. 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- ' $ �R METAL STRAP WANT NROANT M SUBCONTRACTOR POWERWAVE 1 N TO PROVIDE(TYP) JUMPER TO ANTENNA i TMA n ° GROUNDSCREW Brs GROUND WIRE TO ANTENNA n t. v m f _ ANTENNA MOUNTING PIPE (TYP) I GROUND BAR (SEE NOTE 2) -- OX0 --JUMPER TO MAIN COAX I - -- -� FRONT VIEW THIS END DOWN IRS JUMPER TO ANTENNA METAL STRAP - 3/8'0 (fix) — -J �I O SUBCNTRACTOR n TMA TO PROVIDE (TVP) I 13/4, 2 5 /8' GROUND SCREW MB 'i - ANTENNA MOUNTING PIPE TYP GROUND N / ( ) CONNECTOR 7 -16 5 3116' 28/16, --1 ° BAR (SEE NOTE 2) GROUND BAR (SEE NOTE 2) �� FEMALE (3x) 515116, 3' 2.34' -� JUMPER TO MAIN COAX J ` SIDE VIEW TMA MOUNTING DETAIL 6 TMA DETAIL 6 RET DETAIL 4 22x34 SCALE: NTS 11X17 SCALE: NTS 22x34 SCALE: 3'm 1' -0' 11x17 SCALE: 1 1/Y = V -0' 22x34 SCALE: NTS 11107 SCALE: NTS (E) ANTENNA PIPE MOUNT ANTENNAS 2 3/8' O.D. / — — PRIMARY LOCATION GALV PIPE MAST OF TMA, AS PER SITE 41'. CONDITIONS. 6 - ANTENNA AS PER ANTENNA SCHEDULE r i 1 57/8' \- _1105116' 'I"' REMOTE ELECTRIC FRONTVIEW SIDE VIEW BACKVIEW TILT 4 , ' / -- ANTENNARET O___ - FIST AS REDID j MOTOR ( ANTENNA: TOP VIEW KATHREIN 80010122 e I -COAX JUMPER SUPPORT TMA COAX TO JUMPER LGP -21401 KIT, GROUNDING KIT AND CABINETS TMA ATTACHMENT 3 I ANTENNA MOUNTING DETAIL 2 ANTENNA DETAIL W/ RET'S ATTACHED 2244 SCALE: 3f4'= T.0' j1Ix17 SCALE: 318'= P-0' 22x34 SCALE: NTS I I W7 SCALE: NTS I 22x34 SCALE: 1/2'-V-0' 1711.17 SCALE: 114' = T -W *§ at&t Your world. Delivered. PROJECT CONSULTANTS: IQ Good manNetworks :PLANS PREPARED BY: _-,� CORNCR940NE, 18423 WOODINVILLEREDMOND RD NE. SUITE 210 WOODINVILLE, WA M72 PHONE 4264671932 FAK 4284W9& EMML wi ^gcttmrsloweyr.wm WNYCORNERSTONEENGRCOM PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 99597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION I/A 107.30-09 I CONSTRUCTION 1DMOIMW01 Qq 107 -13.09 I CLLIIENT REVIEW I ... IMWO CDRAWN BY: CHK.: =APV._ BMH MWO MWO - CURRENT ISSUE DATE: 07 -30 -09 u RCP '�`ySN�O e / -, 'L EXPIRES - 0 &fBBU I DO NOT SCALE DRAWINGS. CMRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISWES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CPYTAINED IN THIS SET OF DOCUMENTS ISPROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN MICH IS RELATED TO NAMED CUENT IS STRICTLYPROHBITED ANTENNA DETAILS A -4 0 CEI JOB NUMBER: 09 -69108 24 ti 000 ° O .m° O . . . . o O O O 0 ry o O 0 0 0 0 0 BATTERY CABINET DIMENSIONS MANUFACTURER: ARGUS TE 40 HEIGHT: 84.0' DEPTH: 30.0• WIDTH: 30.0' MAXIMUM CABINET WEIGHT (WITH UNITS): 320015s 30.00' _ ENCLOSURE DIMS 08.15'MOLE OPENING ALLCORNERSSi� W F PLACE DRNL AND INSTALL o g f CIXJCREIE ANCHORS N m V 0 . EME HSISMi� Z (ARGUS PM 699L6&181 10 OR E.D -ALENT 2.80' 24.40' 10 m MOUNTING HOLE LOCATION RIGHT SIDE VIEW ARGUS TE -40 BATTERY CABINET 3 22k34 SCALE: 1"- V -0' 11217 SCALE: 1/2'= V 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; 790 IDS 1359 KG) 4.33* 2'- 111/4: 26.7r 1 1 m $1 I I FRONTOF CABINET UMTS CABINET ANCHOR FOOTPRINT NOTE: pp p FINISH IS HOT DIP GALVANV.ED PER ASTM A -123. N N P Oo O t< O K Q b O J 0 N RF \\\ CABLE BACK OF p \\ ENTRY CABINET D 28.60' TOP VIEW BOTTOM VIEW o UMTS CABINET °p• � pe" MOUNTING BASE FOOTPRINT \ UMTS EQUIPMENT & MOUNTING BASE SPECIFICATIONS 2 NOT USED 22x34 SCALE: 1' = i' -0' 11z178CALE: 1/2'= T -0' 22234 SCALE: NITS 111.17 SCALE: NTS *§ at &t Your world. Delivered. Goo dmanN.etworks :PLANS PREPARED BY: _ -� eOM1U9TON� 18828 WOODINVILLEREDMOND RD NE. SUITE 218 WOODINVILLE WAM72 PHONE. 425.487,1732 PAX n5 487.1734 EMAIL [.GEPP—P..M ,,.0 W .GORNERSTONEENGRCOLA WAS80 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION L1I— ' " I CLIENT REVIEW C DRAWN BY: CHK.:= APV.t� BMH MWO 1 MW0 - CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: 00 NOT SCALE DRNWNGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTSCF ANY ERRORSANDOWSSIONS. ALL PREVIOUS ISSUES OF THIS DRAVANGARE SUPERSEDED BY THE LATEST REVISION. THE INFORLUTON CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTNER THAN VMICH IS RELATED TO NAMED CUENTIS STRICTLY PROHIBITED. CABINET DETAILS I A -4.1 0 CEI JOB NUMBER: 09 -69108 RIGHT SIDE VIEW ARGUS TE -40 BATTERY CABINET 3 22k34 SCALE: 1"- V -0' 11217 SCALE: 1/2'= V 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; 790 IDS 1359 KG) 4.33* 2'- 111/4: 26.7r 1 1 m $1 I I FRONTOF CABINET UMTS CABINET ANCHOR FOOTPRINT NOTE: pp p FINISH IS HOT DIP GALVANV.ED PER ASTM A -123. N N P Oo O t< O K Q b O J 0 N RF \\\ CABLE BACK OF p \\ ENTRY CABINET D 28.60' TOP VIEW BOTTOM VIEW o UMTS CABINET °p• � pe" MOUNTING BASE FOOTPRINT \ UMTS EQUIPMENT & MOUNTING BASE SPECIFICATIONS 2 NOT USED 22x34 SCALE: 1' = i' -0' 11z178CALE: 1/2'= T -0' 22234 SCALE: NITS 111.17 SCALE: NTS *§ at &t Your world. Delivered. Goo dmanN.etworks :PLANS PREPARED BY: _ -� eOM1U9TON� 18828 WOODINVILLEREDMOND RD NE. SUITE 218 WOODINVILLE WAM72 PHONE. 425.487,1732 PAX n5 487.1734 EMAIL [.GEPP—P..M ,,.0 W .GORNERSTONEENGRCOLA WAS80 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION L1I— ' " I CLIENT REVIEW C DRAWN BY: CHK.:= APV.t� BMH MWO 1 MW0 - CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: 00 NOT SCALE DRNWNGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTSCF ANY ERRORSANDOWSSIONS. ALL PREVIOUS ISSUES OF THIS DRAVANGARE SUPERSEDED BY THE LATEST REVISION. THE INFORLUTON CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTNER THAN VMICH IS RELATED TO NAMED CUENTIS STRICTLY PROHIBITED. CABINET DETAILS I A -4.1 0 CEI JOB NUMBER: 09 -69108 ANCHOR FOOTPRINT NOTE: pp p FINISH IS HOT DIP GALVANV.ED PER ASTM A -123. N N P Oo O t< O K Q b O J 0 N RF \\\ CABLE BACK OF p \\ ENTRY CABINET D 28.60' TOP VIEW BOTTOM VIEW o UMTS CABINET °p• � pe" MOUNTING BASE FOOTPRINT \ UMTS EQUIPMENT & MOUNTING BASE SPECIFICATIONS 2 NOT USED 22x34 SCALE: 1' = i' -0' 11z178CALE: 1/2'= T -0' 22234 SCALE: NITS 111.17 SCALE: NTS *§ at &t Your world. Delivered. Goo dmanN.etworks :PLANS PREPARED BY: _ -� eOM1U9TON� 18828 WOODINVILLEREDMOND RD NE. SUITE 218 WOODINVILLE WAM72 PHONE. 425.487,1732 PAX n5 487.1734 EMAIL [.GEPP—P..M ,,.0 W .GORNERSTONEENGRCOLA WAS80 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION L1I— ' " I CLIENT REVIEW C DRAWN BY: CHK.:= APV.t� BMH MWO 1 MW0 - CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: 00 NOT SCALE DRNWNGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTSCF ANY ERRORSANDOWSSIONS. ALL PREVIOUS ISSUES OF THIS DRAVANGARE SUPERSEDED BY THE LATEST REVISION. THE INFORLUTON CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTNER THAN VMICH IS RELATED TO NAMED CUENTIS STRICTLY PROHIBITED. CABINET DETAILS I A -4.1 0 CEI JOB NUMBER: 09 -69108 b O J 0 N RF \\\ CABLE BACK OF p \\ ENTRY CABINET D 28.60' TOP VIEW BOTTOM VIEW o UMTS CABINET °p• � pe" MOUNTING BASE FOOTPRINT \ UMTS EQUIPMENT & MOUNTING BASE SPECIFICATIONS 2 NOT USED 22x34 SCALE: 1' = i' -0' 11z178CALE: 1/2'= T -0' 22234 SCALE: NITS 111.17 SCALE: NTS *§ at &t Your world. Delivered. Goo dmanN.etworks :PLANS PREPARED BY: _ -� eOM1U9TON� 18828 WOODINVILLEREDMOND RD NE. SUITE 218 WOODINVILLE WAM72 PHONE. 425.487,1732 PAX n5 487.1734 EMAIL [.GEPP—P..M ,,.0 W .GORNERSTONEENGRCOLA WAS80 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION L1I— ' " I CLIENT REVIEW C DRAWN BY: CHK.:= APV.t� BMH MWO 1 MW0 - CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: 00 NOT SCALE DRNWNGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTSCF ANY ERRORSANDOWSSIONS. ALL PREVIOUS ISSUES OF THIS DRAVANGARE SUPERSEDED BY THE LATEST REVISION. THE INFORLUTON CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTNER THAN VMICH IS RELATED TO NAMED CUENTIS STRICTLY PROHIBITED. CABINET DETAILS I A -4.1 0 CEI JOB NUMBER: 09 -69108 i *at Your world. Delivered. :PROJECT CONSULTANTS: 10 Goo dmanNetworks :PLANS PREPARED BY: �,� COMNeRSTOIJE 16820 WOODINMLLEAEDMOND RD NE. SURE 210 WOODINVILLE, WABEW2 PHONE. 42541DA732 FAX 425 68].954 EMAIL. pi9¢or�Ia�¢tareaycwm WNN CORNERSTONE£NGR COAT WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM• WA 98597 THURSTON COUNTY ISSUED FOR: CONSTRUCTION DRAWN BY: CHI APV. — BMH MWO MWO :CURRENT ISSUE DATE: 07 -30 -09 � e �k�gAAec�.�sT .Lli� 'I EXPIRES S a2H511_', 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND AMES 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 VSE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CUENTIS STRICTLY PROHIBITED CONSTRUCTION DETAILS A -4.2 0 CEI JOB NUMBER: 09.69108 NOT USED 5 NOT USED 4 2204 SCALE: NTS 11 1x17 SCALE: NTS 22x34 SCALE: BITS lllxl 7 SCALE: NTS "0 3 HOT DIPPED GALV PIPE FOR ICE BRIDGE SUPPORT W1 END CAP 1d'D WO STD WT PIPE 0' -0' CHANNEL MOUNTING iJ 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 ry EQUIPMENT REQUIRES) SUPPORTS Q T-O-O.C. >,7 z ICE BRIDGE SUPPORT PIPE FOUNDATION • 4 1 1 _T_ m f (RAW EARTH APPLICATIONS) _111_ 1 • 11 -III- TD Wr P PIPE 0 'CONCRETE PIERe II, 36' DEEP CONCRETE BASE 12'O CONIC BASE III('' It /�� •I a y (249D PSLS I/2 SACK MIX) `• III! \ \ / / \ \ / /\ \ I l /��v • % I' \ d \//\�\ \� \/ <vy NOTE: 6' 6" #2 SOLID TINNED GROUND WIRE TO BE (TYP) CAD WELDED FROM EACH SUPPORT COLUMNS TO GROUND RING CONCRETE PIER DETAIL 3 I COAX SUPPORT RACK ELEVATION DETAIL 2 ICE BRIDGE DETAIL 22x34 SCALE: 3/4' = V-W 11107 SCALE: 22x34 SCALE: 112' = T -0' jl1x17 SCALE: 1/4' = 1' -0' 22x34 SCALE: 112' = T -0" 111X17 SCALE:1 /4' = P -0' i *at Your world. Delivered. :PROJECT CONSULTANTS: 10 Goo dmanNetworks :PLANS PREPARED BY: �,� COMNeRSTOIJE 16820 WOODINMLLEAEDMOND RD NE. SURE 210 WOODINVILLE, WABEW2 PHONE. 42541DA732 FAX 425 68].954 EMAIL. pi9¢or�Ia�¢tareaycwm WNN CORNERSTONE£NGR COAT WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM• WA 98597 THURSTON COUNTY ISSUED FOR: CONSTRUCTION DRAWN BY: CHI APV. — BMH MWO MWO :CURRENT ISSUE DATE: 07 -30 -09 � e �k�gAAec�.�sT .Lli� 'I EXPIRES S a2H511_', 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND AMES 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 VSE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CUENTIS STRICTLY PROHIBITED CONSTRUCTION DETAILS A -4.2 0 CEI JOB NUMBER: 09.69108 ELECTRICAL SPECIFICATION: 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. 2. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR 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. 3. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40 CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP -ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30' MINIMUM RADIUS. 4. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE CROSS - LINKED POLYETHYLENE. 5. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 7. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM AT&T 24-HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 2d-HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 8. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 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 HOLD UP THE PROGRESS OF THE PROJECT. 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 COMPANIES. 13. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS, CONTRACTOR SHALL VERIFY ALL LOCATIONS. 14. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J -BOXES EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS, 15. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 16, ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 17, UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS. MATCH(E)SURFACE TRENCH ALL UNDERGROUND CONDUIT BENDS EXCAVATION /MAGNETIC WARNING TAPE —� TO HAVE MIN. 24' BEND. USE RGS PVC FROM POWER CABINET TO UNITS CABINET STUB -UP 2 CONDUIT SIZING TO MATCH, WITH 90' (E) UNDERGROUND ELECTRIC SERVICE MIN. J BEND (SUPPLIED AND INSTALLED BY PROPOSED UNDERGROUND TELCO SERVICE MIN. 2'0 SCH 40 PVC f/ 2'0 PVC CONDUIT TO UTILITY H -FRAME .. 1 / CONTRACTOR) UNEXCAVATEDAREA PROVIDE CONDUCTORS OR FULL PROVIDE FULL LENGTH 3/8 NYLON W/ TAPE PULL ROPE IN CONDUIT. GROUND. EL KEEL (E) UNDERGROUND TELCO SERVICE MIN. 2'0 PV / LENGTH PULL ROPE IN CONDUIT AS VERIFY WITH LOCAL TELEPHONE CO. REQUIREMENTS (SUPPLIED E2.0PVC J CONDUIT UTILITY � iA - m CONTRACTOR). COMPACTED FILL PER CONSTRUCTION D DMO M MWO /i1 . UTILITY CO. REQUIREMENTS 07 -1 &OB B ISSUED FOR BMH M MWO DRAWN BY: CHK.:�APV.: BMH MWO MWO CURRENT ISSUE DATE: 07 -30 -09 2'0 TELCO CONDUIT SAND FILL -- 2"0 ELECTRICAL NOTE: CONDUIT VERIFY ACCEPTABLE SIZE AND TYPE OF CONDUIT WITH LOCAL PROVIDERS ELECTRICAL /TELCO TRENCH (E) 2' PVC CONDUIT SCHED 40 STUB -UPS (SUPPLIED AND INSTALLED BY CONTRACTOR) (E) POWER METER ATTACHED TO H -FRAME ELECTRICAL. SERVICE PANEL I DISCONNEC (E) TELCO NIU -� T \ ARGUS BATTERY /-- (E)ARGUS POWER CABINET CABINET r- (E) NOKIA ULTRASITE CABINET c J_ _ NOTE: ELECTRICAL SPECIFICATIONS 1 4 1 POWER / TELCO RISER DIAGRAM * at&t Your world. Delivered. PROJECT CONSULTANTS: IQ GoodmanNetworks :PLANS PREPARED BY: � -� iOFINEA3TONG 10018 WCOOINVILLEiREDMOND RD NE. SUITE 210 WOODINVILM WA M72 PHONE'. 425407.1131 FAX'<26807J7X EMAIL ceYAC 0,...... WWVCORNERSTONEENORCW :PROJECTINFO: WA580 YELM 172d7 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY ALL UNDERGROUND CONDUIT BENDS PROPOSED UNDERGROUND ELECTRIC SERVICE 2'0 SCH 40 ISSUED FOR: CONSTRUCTION TO HAVE MIN. 24' BEND. USE RGS PVC FROM POWER CABINET TO UNITS CABINET STUB -UP 2 CONDUIT SIZING TO MATCH, WITH 90' (E) UNDERGROUND ELECTRIC SERVICE MIN. J BEND (SUPPLIED AND INSTALLED BY PROPOSED UNDERGROUND TELCO SERVICE MIN. 2'0 SCH 40 PVC f/ 2'0 PVC CONDUIT TO UTILITY H -FRAME .. 1 / CONTRACTOR) CONDUIT FROM POWER CABINET TO LIMITS CABINET STUB -UP PROVIDE CONDUCTORS OR FULL PROVIDE FULL LENGTH 3/8 NYLON W/ TAPE PULL ROPE IN CONDUIT. GROUND. EL KEEL (E) UNDERGROUND TELCO SERVICE MIN. 2'0 PV / LENGTH PULL ROPE IN CONDUIT AS VERIFY WITH LOCAL TELEPHONE CO. REQUIREMENTS (SUPPLIED E2.0PVC J CONDUIT UTILITY REQUIRED BY LOCAL UTILITY CO. AND INSTALLED BY CONTRACTOR) (SUPPLIED AND INSTALLED By CONTRACTOR). 07 -30,09 C ELECTRICAL SPECIFICATIONS 1 4 1 POWER / TELCO RISER DIAGRAM * at&t Your world. Delivered. PROJECT CONSULTANTS: IQ GoodmanNetworks :PLANS PREPARED BY: � -� iOFINEA3TONG 10018 WCOOINVILLEiREDMOND RD NE. SUITE 210 WOODINVILM WA M72 PHONE'. 425407.1131 FAX'<26807J7X EMAIL ceYAC 0,...... WWVCORNERSTONEENORCW :PROJECTINFO: WA580 YELM 172d7 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY 1 I Ain-ii�i�p eL2_ =,s -Etf' a�3i�CQ EXPIRES DWITM 1 r DONOTSCALEDRAWINGS CONTRACTORMLISTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY ERRORSANDOMISSIONS ALLPREVIOUSISSUESOFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THEINFCRMATCNCONTMNEOINTHISSETOFIX VAIEWS MPROPRIETARY BY NATURE, ANYUSEORDISCL05URE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED ELECTRICAL NOTES &DETAILS E -1 0 CEI JOB NUMBER: 0969108 ISSUED FOR: CONSTRUCTION REV: =DATE: DESCRIPTION: =BY: =CK:= 2 - UMTS CABINET _ p pQ 0 07 -30,09 C CONSTRUCTION D DMO M MWO 07 -1 &OB B ISSUED FOR BMH M MWO DRAWN BY: CHK.:�APV.: BMH MWO MWO CURRENT ISSUE DATE: 07 -30 -09 Ain-ii�i�p eL2_ =,s -Etf' a�3i�CQ EXPIRES DWITM 1 r DONOTSCALEDRAWINGS CONTRACTORMLISTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY ERRORSANDOMISSIONS ALLPREVIOUSISSUESOFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THEINFCRMATCNCONTMNEOINTHISSETOFIX VAIEWS MPROPRIETARY BY NATURE, ANYUSEORDISCL05URE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED ELECTRICAL NOTES &DETAILS E -1 0 CEI JOB NUMBER: 0969108 \LUG AL CONNECTIONS VED EOUPi COAXIAL GROUND KITS W/ LONG BARREL TYPE GR TY COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR 8 INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) CLEAR HEAT SHRINK ON COMPRESSION LUGS SECTOR SECTOR SECTOR 4'x 24'x 1 14'THK COPPER GROUND (3)ANTENNAS (3)ANTENNAS - --- BAR. INSTALLED BY GENERAL (3)ANTENNAS �� .._ PER SECTOR PER SECTOR PER SECTOR CONTRACTOR TYPE SS TYPEPT O TMA, TYP O i O O O O 0 0 0 0 0 0 0 0 0 0 0 P 'v O 0 0 0 0 0 0 0 1, 0 0 .. O BET, TYP / � � � / � � 24' COAXIAL CABLES (TYP TYPE GT TYPE VS FIEFVERIFY 2 PER ANTENNA) GROUND BAR @ �- #2 SOLID BARE TINNED COPPER ///��, \♦ /I Q ANTENNA NOTE: WIRE CADWELD (TYPE•GL) CADWELD TYPES' SHOWN ABOVE ARE EXAMPLES - CONSULT PROVIDE ELECTRICAL WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS ISOLATORS@ COAX GROUND 1 1 TO BE USED FOR THIS PROJECT. CONNECTION (TYP) WIRE (TYP) ) 1 I I I I CADWELD DETAILS IGROUND BAR 9 #2 AWG SHIELDED 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 1 I I I GROUND WIRE ON ELECTRICAL ISOLATERS ANTENNA-------- / / WEATHER SEAL re it NOTES: (E) GROUNDING BUSS BAR AND ATTACHMENT KIT WITH ISOLATORS a ALL CONNECTIONS TO BE CADWELDED BOLTED TO TOWER 3' JUMPER •USE MECHANICAL CONNECTIONS ONLY DIN MALES CONSTRUCTION MANAGER APPROVAL OF THE GROUND BAR @ �— i • HOISTING GRIP TO BE INSTALLED BELOW BASE OF POLE -- 1 I TMA TOP GROUND KIT. I I I 1 EQUIPMENT CABINETS (TYP) GROUNDING KIT COAX GROUNDING KT I I JUMPER CABLE INSTALL GROUNDING KIT (E) GROUND BAR ATTACHED TO #2 SOLID BARE I ABOVE COAX BEND ICE BRIDGE SUPPORT TINNED COPPER I — GROUND WIRE I )\ \ \ (\ • ARGUS BATTERY i, (E) GROUNDING BUSS BAR AND CABINET (E) ARGUS POWER CABINET _ -- �,_ - -- � � � #2 GREEN FROM TOP ATTACHMENT KIT WITH ISOLATORS NOKIA MGB -- I - - - o GROUNDBARTO BOLTED TO TOWER CABINET UMTS CABINET �)) BOTTOM GROUND BAR #2 SOLID BARE 1 I TINNED COPPER =_I� GROUND WIRE --�" j / / / ❑. i i i TO GROUND RING I I I I I I I I TO GROUND RING -- (TYP 2 PER CABINET) - - -- -.rte. —I - - FIN #2 SOLID BARE TINNED COPPER / GROUNDING LEADS (TYP 2 PER CABINET) - -= (E) 12) 92 SOLID BARE TINNED / (E) #2 SOLID BARE TINNED COPPER COPPER GROUNDING LEADS. (E) 7F2 SOLID BARE TINNED GROUNDING LEADS. (TYPICAL) CADWELD (TYP) - - -- COPPER GROUND RING. ANTENNA GROUNDING DIAGRAM 1 2 TOWER GROUNDING SCHEMATIC 2204 SCALE: NTS I 11x17 SCALE: NTS I 1 2204 SCALE: NTS 11 1x17 SCALE: NTS * at&t Your Word. Delivered. PROJECT CONSULTANTS: GoodmanNetworks PLANS PREPARED BY: _ -� CORN ARE TONo 16020 W WDINNLLE.REOMOND RD NE. SUITE 310 WOODINVILLE.WAW72 PHONE: 935031.1732 FAX: @6.87.11. 'NAIL: ce{o`wm6rebmalgr.wm WRMbORNERSTONEENGRCOM PROJECT IN WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY ISSUED FOR: CONSTRUCTION REV: = DATE: = DESCRIPTION:= BY, =CK Qp 07 -30.09 CONSTRUCTION DMO MWO ISSUED FOR IL 07 -13 -08 BMH MWO CLIENT REVIEW DRAWN BY: CHR:_APV.: CBMH MWO MWO CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: 0.Y W. Ol 9�OF VWSy e (/J S sxrwESMOVisiio l DRAWING INFORMATION: OONOTSCALEDRAWINGS CONTRACTOR MUST VERITY ALL DIMENSIONSAND ADVISE CWSVLTANTSOP ANY ERRORSANDOWESIONS, ALL PREVIOUS ISSUESOF INS DRAWING ARE SUPERSEDED DY TIELATE$I REVISION THE INfORANTON CONTAINED IN THIS SETOF DOCUMENTS IS PROPRIETARY DY NADURE. ANY USE OR DISCLOSURE OTHER THAN VMICH IS RELATED TO NAMED CUENTIS STRICTLYPROHIITTED. DRAWING TITLE: GROUNDING DETAILS T. DRAWING NUMBER: E -1.1 0 CEI JOB NUMBER: 09.69108 TRANSMISSION LINE CONTINUITY TEST: THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE BTS AND THE TMA FOR THE 15 VDC NETWORK. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE TMA, OF THE LINE UNDER TEST. CONNECT MULTI -METER TO LAST JUMPER BEFORE THE BTS, RX 1 (YELLOW /GREEN). PLACE THE BLACK LEAD ON THE OUTER PART OF THE CONNECTOR AND THE RED LEAD ON THE CENTER PIN OF THE CONNECTOR. VERIFY THE METER READS A SHORT, REMOVE SHORT AND VERIFY METER READS OPEN. RECORD PASS /FAIL ON SWEEP DATA SHEET. RECONNECT JUMPERS TO TMA AND BTS. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS. NOTE: EDIT AND SAVE ALL SWEEPS TO A 3.5' DISKETTE AND E -MAIL SWEEPS TO JAMES.FUGATEQa ATST.COM PROVIDE A COPY OF ANTENNA SYSTEM TEST RESULTS WITH DISKETTE ON FINAL SITE WALK, QUESTIONS CONTACT: JAMES FUGATE: (206) 240 -9006 RE CABLE INSTALLATION: 1. FOR Y.414CH COAX, THE MINIMUM LENGTH OF STRAIGHT COAX BETWEEN THE END OF A CONNECTOR AND THE BEGINNING OF A BEND IS 6INCHES. FOR COAX LARGER THAN M INCH, 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 I INCH COAX IS 5INCHES. FOR COAX LARGER THAN % -INCH, THE MINIMUM REQUIRED BEND RADIUS LISTED IN THE TABLES IN ATBT'S NETWORK GUIDE NC-0024, RE CABLE GUIDEUNES (LATEST VERSION) WILL BE USED. USE THE BEND RADUS VALUES IN THE COLUMN LABELED WIN REPEAT BENDING RADIUS (IMf. ONLY. 00 NOT USE THE VALUES IN THE COLUMN LABELED 'MIN SINGLE BENDING RADIUS 3. IF THE RF CABLE BEING INSTALLED IS NOT LISTED IN AT &TS 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 8INCHES. 2. IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED GROUND WIRE SEND RADIUS. USE OF A SHORTER BEND RADIUS IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE SEND RADIUS IS USED. 3. BEND ANGLES IN GROUND WIRING SMALL BE KEPT AS SMALL AS POSSIBLE AND IN NO CASE SHALL EXCEED 90 DEGREES. Vat &t Yourworld. Delivered. PROJECT CONSULTANTS: �j Good manNetworks PLANS PREPARED BY: _ -� vO1WER940NE 18025 WOODMVILLC+ CDMOND RD HE SUITE 210 WOOOINVILLE. WAM72 PHONE: 425461,1732 FA 425<6717N EMAIL: [elg`<amelUOrearyt.wm WWNCORNERSTONE£NGR.COM :PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION A07-30-09 CONSTRUCTION DMO MWO Qp 07.13.09 ISSUED FOR gMH MWO CLIENT REVIEW :DRAWN BY: CHK. =APV.:= BMH I MWO I MWO CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: K WO 11P C h, s 7 A of •� m ti A EXPIRES. 02115110 00 NOT SCALE DRAINNOS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORSANDWASSIONS ALL PREVIOUS ISSUES OF THIS SPAWNS ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS ISPRWRIETARYBYNATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED ANTENNA SWEEP TEST RF -1 SWEEP TEST REQUIREMENTS: CEI JOB NUMBER: 00.69108 ANTENNA SYSTEM RETURN LOSS: THIS TEST MEASURES THE RL OF THE TRANSMISSION LINE TERMINATING INTO AT&T WIRELESS THE ANTENNA WITHOUT THE TMA AND DUPLEXER, SEATTLE, WA, TEST FREQUENCIES: Ft -1850 F2 =1990 ANTENNA AND TRANSMISSION LINE TEST REQUIREMENTS I . ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. REQUIRED EQUIPMENT 2. RE- CALIBRATE TEST EQUIPMENT. 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS TMA) AND (1) WILTRONIANRITSU SITE MASTER S33WB /C OR EQUIVALENT THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) (1) OPEN, SHORT, LOAD CONNECTORS. (1) DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS) 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST. (1) DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS) 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER(YELLOW/RED) (2) DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS) BEFORE THE CABINET, OF THE LINE UNDER TEST. (1) PHASE STABLE CABLE 5. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. (1) TRUE -RMS MULTI-METER 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOW /GREEN) TO DIN (F) ADAPTER. FREQUENCIES TO BE USED B. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOW /GREEN )BEFORE THE CABINET, OF THE LINE UNDER TEST. PCS FREQUENCY BAND 185OMHZ- 19NMHZ 9. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. 10. VERIFY ANTENNA SYSTEM USING 15/8 "WAVE-GUIDE HAS A RL LESS THEN TRANSMIT FREQUENCY 1930MHZ- 194OMHZ -17D8, 20OFT MAX. 11, VERIFY ANTENNA SYSTEM USING 718 "WAVE -GUIDE HAS A RL LESS THEN RECEIVE FREQUENCY 185OMHZ- 186OMHZ -16DB. 20OFT MAX. 12. FOR SYSTEMS ABOVE 200FT 1518" RL - 15.5DB, 718" RL -14D8. TRANSMISSION LINE AND ANTENNA SYSTEM TEST 13. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO MEMORY LOCATION. (1) INSERTION LOSS /CABLE LOSS 14. REPEAT STEPS i THROUGH 13 FOR THE REST OF THE ANTENNA SYSTEMS. (2) ANTENNArrRANSMISSION LINE DISTANCE TO FAULT (RL) (3) ANTENNA SYSTEM RETURN LOSS (4) ANTENNA SYSTEM WITH OUPLEXER/TMA/ANTENNA RETURN LOSS (5) TRANSMISSION LINE CONTINUITY TEST INSERTION LOSS ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN LOSS: THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE LINE AND JUMPERS BETWEEN THE CABINET AND ANTENNA. TEST TX PATH. TX TEST FREQUENCIES: F7 =1930 F2 =1940 FREQUENCIES: F1 =1850 F2 =1990 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 2. RE- CALIBRATE TEST EQUIPMENT. I . ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. 3. REMOVE DIN (F) TO DIN (F) FROM BOTH TOP AND BOTTOM JUMPERS. 2. RE- CALIBRATE TEST EQUIPMENT. 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS DUPLEXER. TMA) AND THE CA51NET(BYPASS DUPLEXER) USING THE DIN (F) TO 5. CONNECT TEST EQUIPMENT TO TX I (YELLOW /RED). DIN (P) CONNECTORS. 6. PERFORM MEASUREMENT. 4. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE 7. VERIFY ANTENNA NETWORK USING 1518" WAVE-GUIDE HAS A RL LESS THEN THE ANTENNA, OF THE LINE UNDER TEST. - 15.5DB, 200FT MAX. 5. CONNECT TEST EQUIPMENT TO THE LAST TXJUMPER 8. VERIFY ANTENNA NETWORK USING 718" WAVE-GUIDE HAS A RL LESS THEN (YELLOW! RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. - 14.51)8, 200FT MAX. 6. PERFORM MEASUREMENT, THEN DUE STEPS 10THROUGH 12, 9. FOR ANTENNA NETWORK ABOVE 20OFT 16/8" RL -1408, 718' RL- 12.508. 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER 10, RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO (YELLOW /GREEN) TO DIN (F) ADAPTER. MEMORY LOCATION, 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER 11. REPEAT STEPS i THROUGH 10 FOR THE REST OF THE TX ANTENNA (YELLOW/ GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST NETWORKS. S. PERFORM MEASUREMENT, THEN DUE STEP 10 THROUGH 13. 10. 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. 1L PEAX MAX(MI) - VALLEY MIN (M2)12= CABLE INSERTION LOSS. ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN LOSS: 12. RECORD CALCULATEDIMEASURED VALUE ON SWEEP DATA SHEET, THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE THEN SAVE SWEEP TO A MEMORY LOCATION, RX PATH, REMINDER THE TEST EQUIPMENT WILL TERMINATE INTO THE TMA ON 13. REPEAT STEPS 1 THROUGH 12 FOR THE REST OF THE THE RX PATH. RX TEST FREQUENCIES: F1 =1850 F2 =1860 TRANSMISSION LINES. 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, ANTENNA /TRANSMISSION LINE DISTANCE TO FAULT (RL): 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPER TO THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS DUPLEXER. TOOL FOR THE ANTENNA, TRANSMISSION LINES AND CONNECTORS. 5. CONNECT TEST EQUIPMENT TO RX I (YELLOW /GREEN). TEST FREQUENCIES: F1 =1850 F2 =1990 6. PERFORM MEASUREMENT. 7. VERIFY ANTENNA NETWORK USING 1 WE" WAVE-GUIDE HAS A RL LESS THEN 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2. -16.50B, 200FT MAX. 2. RE- CALIBRATE TEST EQUIPMENT, S. VERIFY ANTENNA NETWORK USING 718" WAVE-GUIDE HAS RL LESS THEN 3. CONNECT THE TWO JUMPERS GOING TO THE ANTENNA (BYPASS - IS,SDB, 20OFT MAX. TMA) AND THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO 9. FOR ANTENNA NETWORK ABOVE 200FT 15/8" RL -14DS, 7W RL- 13.SDB. DIN (F) CONNECTORS. 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST. MEMORY LOCATION. 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER 11. REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE RX ANTENNA (YELLOW/ RED) BEFORE THE CABINET, OF THE LINE UNDER TEST. NETWORKS, 6. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGHI3. 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOW /GREEN) TO DIN (P) ADAPTER. 8, CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOW /GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST, 9. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEPS 10 THROUGH 13. 10. VERIFY EACH DIN CONNECTOR HAS A RL LESS THEN -3200, N TYPE -28DS. 11. VERIFY THE TRANSMISSION LINE HAS A RL LESS THEN -0500. 12, VERIFY THE ANTENNA HAS A RL LESS THEN -17D& 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. TRANSMISSION LINE CONTINUITY TEST: THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE BTS AND THE TMA FOR THE 15 VDC NETWORK. CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE TMA, OF THE LINE UNDER TEST. CONNECT MULTI -METER TO LAST JUMPER BEFORE THE BTS, RX 1 (YELLOW /GREEN). PLACE THE BLACK LEAD ON THE OUTER PART OF THE CONNECTOR AND THE RED LEAD ON THE CENTER PIN OF THE CONNECTOR. VERIFY THE METER READS A SHORT, REMOVE SHORT AND VERIFY METER READS OPEN. RECORD PASS /FAIL ON SWEEP DATA SHEET. RECONNECT JUMPERS TO TMA AND BTS. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS. NOTE: EDIT AND SAVE ALL SWEEPS TO A 3.5' DISKETTE AND E -MAIL SWEEPS TO JAMES.FUGATEQa ATST.COM PROVIDE A COPY OF ANTENNA SYSTEM TEST RESULTS WITH DISKETTE ON FINAL SITE WALK, QUESTIONS CONTACT: JAMES FUGATE: (206) 240 -9006 RE CABLE INSTALLATION: 1. FOR Y.414CH COAX, THE MINIMUM LENGTH OF STRAIGHT COAX BETWEEN THE END OF A CONNECTOR AND THE BEGINNING OF A BEND IS 6INCHES. FOR COAX LARGER THAN M INCH, 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 I INCH COAX IS 5INCHES. FOR COAX LARGER THAN % -INCH, THE MINIMUM REQUIRED BEND RADIUS LISTED IN THE TABLES IN ATBT'S NETWORK GUIDE NC-0024, RE CABLE GUIDEUNES (LATEST VERSION) WILL BE USED. USE THE BEND RADUS VALUES IN THE COLUMN LABELED WIN REPEAT BENDING RADIUS (IMf. ONLY. 00 NOT USE THE VALUES IN THE COLUMN LABELED 'MIN SINGLE BENDING RADIUS 3. IF THE RF CABLE BEING INSTALLED IS NOT LISTED IN AT &TS 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 8INCHES. 2. IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED GROUND WIRE SEND RADIUS. USE OF A SHORTER BEND RADIUS IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE SEND RADIUS IS USED. 3. BEND ANGLES IN GROUND WIRING SMALL BE KEPT AS SMALL AS POSSIBLE AND IN NO CASE SHALL EXCEED 90 DEGREES. Vat &t Yourworld. Delivered. PROJECT CONSULTANTS: �j Good manNetworks PLANS PREPARED BY: _ -� vO1WER940NE 18025 WOODMVILLC+ CDMOND RD HE SUITE 210 WOOOINVILLE. WAM72 PHONE: 425461,1732 FA 425<6717N EMAIL: [elg`<amelUOrearyt.wm WWNCORNERSTONE£NGR.COM :PROJECT INFO: WA580 YELM 11247 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION A07-30-09 CONSTRUCTION DMO MWO Qp 07.13.09 ISSUED FOR gMH MWO CLIENT REVIEW :DRAWN BY: CHK. =APV.:= BMH I MWO I MWO CURRENT ISSUE DATE: 07 -30 -09 LICENSURE: K WO 11P C h, s 7 A of •� m ti A EXPIRES. 02115110 00 NOT SCALE DRAINNOS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORSANDWASSIONS ALL PREVIOUS ISSUES OF THIS SPAWNS ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS ISPRWRIETARYBYNATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED ANTENNA SWEEP TEST RF -1 0 CEI JOB NUMBER: 00.69108 PROPOSE PROPOSE GROUNDIN GROUNDE NEAR ANT MAIN COI CABLE (TY GROUNDB NEAR EQUI DIPLEXOR BOTTOM JI ANTENNA SED RETS SED TMA KIT R NEAR ANTENNAS It KENT ,PER 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. T1A 1A 1A 38 GBUB 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. DI SECTOR, SECTOR2 RF CgBLESgt RFCABLES 82 THRU A8 P5 THRU BRAS REO'0 REO'0 Al C, SECTOR3 IF CABLES 02 THRU C6 AS REC'O NOTE. SECTOR ORTNTATIONIAZIMUTR VAu VARY FROM REGION TO REGION AND 15 SITE SPECIFIC REFER TO RF REPORT FOR EACH SPECIFIC SRE 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. RF DATA SHEET IS TO REMAIN POSTED AT EVERY SITE. COAX BOOT SPECIFICATION ENTRY BOOTS TO SEAL COAX WITHIN 6- CONDUITS SHALL BE ROXTEC H SEAL H3. 15013X(28. 54)120 SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN APPLICABLE) CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL. t§ at &t Your World. Delivered, IQGood manNetworks :PLANS PREPARED BY: __� QOFINE:e1EVONE 16828 WOODINVILLEREDMOND RD NE, SUITE 210 N'OODINVILLE.WA4m12 PHONE: 4254871'32 Fp 025487.173: EMAIL: wi'p'comemlones�gcw WWW,CORNERSTONE£NGR COAT PROJECT INFO: WA580 YELM 11207 MORRIS ROAD SOUTHEAST YELM, WA 98597 THURSTON COUNTY :ISSUED FOR: CONSTRUCTION I/O \107 -30-091 CONSTRUCTION IDMOIMWOI REVIEW =DRAWN BY: CHK.:�APV:- 13MH I MWO I MWO CURRENT ISSUE DATE: 07 -30 -09 C I ICFNRI IRF 0.µ W. 0( �P' /t 5>z EXPIRES O2H9f0 j DO NOT SCALE DRAIYINGS. CONTRACTOR MUST VERIFY ALL DIMEN310NSAND ADVISE CONSULTANTS OFANY ER RORSANDOMISEONS ALL PREVIOUS ISSUES OF THIS DRAINING 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 d COAX COLOR CODING :DRAWING NUMBER: RF -2 0 CEI JOB NUMBER: OB -69108