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20070355 Plans 09212007>w —;- WILKENSON ROAD /RAILWAY 16220 RAILWAY ROAD SE YELM, TWA 98597 SITE NUMBER: SE05198D PROJECT DESCRIPTION LATITUDE 460 56'45.4711 N LONGITUDE 122° 35'49-00" W MTN m mMobilem 19807 NOR MMUK PKWY N BOTIELL, WA 98011 Of= (425139s•7800 PROJECT HiFORMATION: ILKENSON ROADIRAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98M ISSUED FOR: [11 BUILDING PERMIT _MISION HISTORY: VICINITY MAP PROJECT TEAM PROJECT INFORMATION PROJECT DESCRIPTION DRAWING INDEX CONTACT TITLE CONTACT INFORMATION THIS IS UNSTAfFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. T4hO8I.E CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T- MOBILE EMPLOYEES AND THE WORK TaMOBRE PROPOSES TOCONSTRUCT AN UNSTAFFED TELECOMMUNITATONS FACL17Y CONSISTING OF BTS EQUIPMENT LOCATED IN A NEW 1047 x l04P CONC SLAB ON PRIVATE PROPERTY WITH ANTENNAS LOCATED ON A NEW 150 AGL STEEL MONOPOLE ON PRIVATE PROPERTY IN A PREFERRED INDUSTRIAL ZONE. DWO DRAWING DESCRIPTION PROPERTY RAILWAY ROAD PROJECTS LLC OWNER 11710 VAIL RD SE YELM,WA98597 T -T TRLE SHEET G-1 GENERAL NOTES A -1 SITE PLAN ASSOCIATED WITH ANY EQUAPMENTCANNOT BE PERFORMED BY HANDICAPPEOPERSONS THMFACILITYWILLBEFREOUENTED A -1.1 ENLARGED SITE PLAN PROGRAM T4408" MANAGER TERESA VANSELOW 198D7 NORTH CREEK PKWY N AR PROPOSED SITE ELEVATION _ ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADM), APPENDIX B SECTON4.11. M(Dy THIS FACB .ITYiS EXEMPT FROM THATACT, A3 STS EQUIPMENT DETAILS BOTHELL,WAS8011 426 -770 -M NO POTABLE WATER SUPPLY IS TO BE PROVIDEDAT THIS LOCATION. A-4 GENERALDETAIS � .. .....: ' . ' ... 1lRp Ltd ........... ... •.. ... .. .......... _.... .... ...... ,.. .. .. .. -. ... NOWASTE COCA TON. WATER OR SOLID WASTE WILL BE GENERATED ATWtS T4MOSI.E MAINTENANCE CREW (ONE PERSOM WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. CONSTRUCTION TELCOPACI:IC PROJECT SHEILA LOEFFELBEM MANAGER: 19807 NORTH CREEK PKWY BOTHELL'WA MIT PHONE A. 425442-2839 A8 AND PANE TANK DETAILS GENERATOR PRO A-7 ANTENNA HAUNT DETAILS A8 ANTENNAASSEMBLY DETAILS ` S+' CONSULTING S-1. THOMAS. P.E. ENGINEER: 780780TH AVE NE UTILITY PURVEYOR ZONING INFORMATION LS-1 LAND SURVEY POWER PEE SITE NUMBER SED51NO E -1 ELECTRICAL SITE PLAN SITE NAME: WMAENSON ROAD E-2 ELECTRICAL GROUNDING PLAN • ..♦ ..... .. 'QS. 'S _ � MARYSVILLE, WA 48270 MOBILE C. 208851 -1108 TELCO; QV4E6T SITE ADDRESS, Y1 8M RAIL S TROMP BE E3 ELECTRICAL GROUNDING PETAL S SITE WIFELESS FACILITIES. INC. ACQUISITION : PHIL HAIL 575 ANDOVER PARK WEST. SURE 201 TUKWILA WAS8198 MOBILE 4: 208-6!48346 64 ELECTRICAL DETAILS PARCEL 843tl0700W0 p: RF -Mr RR DETAILS CURRENTZONING: LIGHT INDUSTRIAL GOVERNING CODE: 2009 93C t -11L -2 tAN05CAPING DETAILS BUILDING TyFe - APPROVALS DRIVING DIRECTIONS ZONO:G: PTS BECKYTODD 5661ST AVE WA 9810 SEATRE, WA 98!06 CODE COMPLIANCE SITE TYPE: UNS7AFFIA TELECOM FACILITY PROPERTY OWNER: DATE; FROtdT- A�BILE BOTMELL40FFK;E: - 1: START OUT GOING SOUTH ON NORTH CREEK PKWYTOWARD NE LOTH S'G MI M j 2: TURN RIGHT ONTO NE 195TH ST. 0.2 MILES 3: MERGE ONTO 1405 5 YIATHE RAMP ON THE LEFT TOWARD RENTM 24.4 MILES 4: tAW S BECOMES WA-518W. <%l Man 5; MERGE ONTO F6 S 704VARD PORTLAND. 375 MITES 8: TAKE EXIT 116 TOWARD MOUNTS ROAD / OLD NMOUALLY. OS MILES 7, TURN LEFT ONTO NISQUALLY RD /OLD PACIFIC HWY, CONTINUE TO FOLLOW OLD PACH90 HWY BE. 6S MLLES 8: TURN LEFT ONTO 97 CUUR CUT -OFF RD SEf WASia, CONTINUE 10 FOLLOW wA- 510.93 MILES ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS Of THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS M TO BE CONSTRUCTED TO PERMIT NOTHING NOT CONFORMING TO THESE CODES 2W8INTERNATIONAL BUiIDiNG CODE 2998INTERNATIONAL RESIDENTIAL CODE 20081NTERNATIONAL MECHANICAL CODE 2M INTERNATIONAL FUEL GAS CODE 2006 NFPA 54 - NAnOAtAI FUEL GAS CODE ( PROPAHE IV6TALLATIONS T -MOMUF PGM: DATE: RF ENGINEER DATE: SURV£YOSh DtaNCANSON COMPANY 145 SW 155TH STREET, SUITE 102 SEATTLE, WA 98168 OFFICE p:208$444741 LEGAL DESCRIPTION ABBREVIATED PER ACCESSOR RECORDS: SECTION EO TRACTS EL 17 LT RANGE SWLE QUARTER DO UMENT MCKENNA ItRIGAIFD TRACTS 8L.K7 LT 6 SWLY 1aF 8 LT 6 DOCUMENT 09"" COIN STRUCTIOPk DATE: ZONWQ DATE LEASING DATE FINGINEERWG: DATE: CALL 3 YV032KIN(i DAYS BEFORE YOU DIG 9: TURN LEFT ONTO 1ST ST N. 0.3 MILES tO TURN FLIGHT ONTO RAILWAY RD NE. 02 MILES ONLY) 2004 NFPA 5B- LIQUEFIED PETROLEUM GAS CODE (PROPANE / 1- 8004245555 INSTALLATIONS ONLY) 2008INTERNATIONAL PILE CODE UTILITIES UNDERGROUND LOCATION CENTER ARRIVE 18220 RAILWAY RD BE YELM, WA9859784W, US i - DISTANCE 7650 MILES - 2416 UNIFORM PLUMBING CODE 200.5 NATIONAL ELECTRICAL CODE LOCAL BUILDING ODEORA1 CODE pD NW) ,MT.ND.DR, a& L rB a m�wlE wxt8 -NIL •Na APPROXIMATE TRAVEL TIME: 1 HOUR 33 M04UiE6 ANSI11A / EIA • 222 -G NFPA,1o1-LIFE SAFETY CODE Ne, DATE 993CW Emm omm omm omm -PLANS PNEPANEO NT: B. J. THOMAS, P.E- 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851.1106 DRAWN BY: CHIL BY: =ARTY BY:� AB,AAL BJT ff;; , LICENSURE: '—EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W ANTENNAS LOCATED ON A 150 AGL STEEL MONOPOLE WITH EFTS EQUIPMENT ILA FENCED COMPOUND. DRAWING INFORMATION: DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANT' OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS DRAWING ARESUPERSEDEDBYTHELA .TESTREVISKIN. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS N PROPRtEfARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT S STRICTLY PROHIBITED. :DRAWING TITLE: TITLE SHEET DRAWING NU&IBER: T -1 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN OWZASIONS TAKE PRECEDENCE, TICS SETOP DOCUMENTS M INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARYTO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL Z. 114E CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUETOACTUAL FTELDCONDITIONISANDREQUIREMENTS MUSTBESUBMITEDTOANDAPPROVED BY, VOICESTREAM WIRELESS REPRESENTATIVE PRIOR TO START OF WORK 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE IARlx THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT, CONTRACTORS SHALL VI6RTHE CONSTRUCTION STTE WITH THE CONSTRRICTDN=NTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWNI. PRIOR TO PROCEEDING WITH CONSTRUCT ION, ANY ERRORS, OMMSM NS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHTTECTIENGINEER VERBALLY AND IL WRTIING, 4, THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTAUCTION PRIOR TO STARTING WORK ON ANY ITEM NOTCLEARLY DEFINED BY THE CONSTRUCTION ORAWINGSfCONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROTECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR ODORONAT94G ALL PORTIONS OFT14E WORK UNDER THE CONTRACT. B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURMWENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECTAND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLECOOES, REGULATION6,ANDORDINANCES. CONTRACTORSHALLGNEA LLNOTICESANDCMIPLYWTTH ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPALAND UTILITY COMPANY SPECIACATIONS.AND LOCAL AND STATE JURISDICTIONAL. CODES BEARING ON THE PERFORMANCE OF THE WORK S. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULLSET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SETT A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK'" CONSTRUCTION' AND EACH SUCCESSIVE SHEET SEARS THE ARCHRECM ENGINEERS SIGNED WET STAMP, 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE COL LAPSE. ETC, ACCORDING TO APPLICABLE CODES. STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REOUIREMENTS FOR ALL INSTALLATIONS 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGESTOBETTER THANNEWCONSTRUCTON. THE CONTRACTOR SHALL NOTtFYTHE CONSULTANT OF ANY DAMAOETO THE BUILDING SITE OR ANYADJACENT STRUCTURES AROUND THE PROJECT. THEL4A08I.E REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAILEDCONSTRUCION. ANY ADDTIONAL MODIFICATIONS WHICH MUST BE MADE SHALL REMADE AT THECONTRACTORS EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE. AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRAJBIKNN. 13. THE CONTRACTOR SHALL MODIFY THE BUSTING FLOORS, WALL., CEILING, OR OTHER CQNSTRUCTONAS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS. PARTITIONS, CEILING. ETC„ ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR. PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FWI6FES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED. THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN ti IT THE CONTRACTORS AND THE SUBCONTRACTORS RESPONSIBILITY TO PROVIDE THE CONSULTANT UT14 4 COPIES OF THE PROPOSEDCHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE CONTRACTORAND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TOALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. IS. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONSTIROUGH FIRE-RATED ARFASWITH UL LLSTEDORRRE MAR.4NALAPPROVED MATER W.S AS APPUCABLE TO THIS FACILITY AND OR PROJECT SITE 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING. COORDINATING SPECW.LAND BUILDING DEPARTMENT INSPECTIONS, 13 CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOF94GWARRANITY. 20. ROUTING OF ALL CONDUITS. CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SIRE T•MOBLE CONSTRUCTION MANAGER PRIOR TO STARTING WORK CONCRETE NOTES: T. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WftH THE ACI 301, ACI 318 AND THE SPECRCATION CAST4N431ACE CONCRETE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30ODPS1 AT 28 DAYS UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A SIS, GRADE 80, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIREFABRICSKALL CONFORM TOASTMA 186WELDEO STEEI.WIRE FAB= UNLESBNOTED OTHERWISE SPLICES CLASS 'B' AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH .31N, CONCRETE EXPOSED TO EARTH OR WEATHER; NSAND LARGER......,........,...... 21 N. 06 AND SMALLER B W WF ......,1172 IN. S. A 117 TROWELED RADIUS SHALL BE PROVIDED ATALL EXPOSED EDGES OF CONCRETE UNG. HOLES TO RECEIVE EXPANSONNeDoE. ANCHORS SHALL BE 1B'LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAW WGS •AVOID CUTTING EXISTING REPAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 8, INSTALLATION OF CONCRETE EXPANSIONWEDGE ANCHOR SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURES. 7. FLOAT SURFACE SHALL BEA SMOOTH FINNISH. SURFACE SHALL BE FREE OFALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. SITE WORK NOTES: 1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND OtSPOSEDOFLEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY MGM TFHE POS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. S. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4_ THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONEAPPLICAMON. S. ALL EXISTING ACTIVE SEWER, WATER GAS. ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL SE PROTECTED AT ALL TIRES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OFTHE WORK SHALL BE RELOCATED AS DIRECTED BY ENGINEERS EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALT. PROVIDE SAFETY TRAINING FOR THE WORKINGCREWV. R. ALL EXISTING INACTIVE SEWER WATER GAS, ELECTRIC AND OTHER UTLITI£S, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED. PLUGGED OR OTHERWISE DLSCONTIIIEDAT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK SUBJECTTO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THECUSTOMERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING. DRIVEWAY OR CRUSHED STONE. SHALL BE GRADED TO A UNIFORM SLOPE FERTILIZED. SEEDED. AND COVERED WITH MULCH AS SPECIFIED IN THE SPECFICATKRN LANDSCAPE WORK S. BEDDING MATERIAL FOR UTILITYLINES. CULVERTS AND PIPING: CLEAN SAND. MEDIUM TP COARSE. SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR CLAY. LOAM. FRIABLE OR SOLUBLE MATERIALS. AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAM SIZE DISTRIBUTION: SIEVE SIZE PERCENT PASSING 3B' 166 NO, 4 MESH 60.0 NO.SMESH 04S NO, 16 MESH 6.25 NO. 160 MESH 0.2 NO. 2W MESH 0-2 9. IMP'S FOR TEMPORARY EROSIONVSEDWENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE ABBREVIATIONS AC AFF AFG AFS AS INT ONDTRONM .IT LAM LF MUNUF MAX MECH VCT WV/T WWM JOINT J SYSTEM STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYP UNLES NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WITH WELDED WIRE MESH LEGENDS & SYMBOLS CHANUNKFENCE - X X X X CEDARFENCE POWER — P P P P TELCO — T T T T POWERRELCO — TIP TIP TIP TIP OVERHEAD COAX —OHO ONC 080 OHO COAX OVERHEAD POWER —OH "^ —OH OH OEHIERL94E — — — REVISION SUG DETAIL NUMBER ELEVATION VIEW SUG SHEET HIIYJLER O OF . ELEVATION EL 0'-0" DETAIL NUMBER DETAIL BUG SHEET NUMBER SECTION BUG DETAIL NUMBER SHEET NUMBER T - - Mobile• 10807 NORTIImm PKWY N BCTNELL, WA SSOt i OFFICE N4i 3'TSW PROJECT INFORM MONK ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELK WA 98597 ,ISSUED FOR: BUILDING PERMIT :REVISION NISTORY1 Ne. DATE: DESCRRPIIOld SIR. APPV, BK BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206-851-1106 DRAWN BY: CNK. BY: _ APPV. BY: r AB,AAL OJT AM L :2 , LICENSURE: L' EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W1 ANTENNAS LOCATED WN A 16D AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A FENCED COMPOUND, DRAWING INFORMATION: DONOT 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 RE'VISICR THE INFORMATION CONTAINED IN THIS $ET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GENERAL NOTES Gol RCN =C�c =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206-851-1106 DRAWN BY: CNK. BY: _ APPV. BY: r AB,AAL OJT AM L :2 , LICENSURE: L' EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W1 ANTENNAS LOCATED WN A 16D AGL STEEL MONOPOLE WITH STS EQUIPMENT IN A FENCED COMPOUND, DRAWING INFORMATION: DONOT 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 RE'VISICR THE INFORMATION CONTAINED IN THIS $ET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GENERAL NOTES Gol VICINITY MAP NOTTO SCALE PAR6EL NBEBdER: 64300700600 LEGAL DESCRIP MM 8ECTlON 18 TOWNSHIP 17 RANGE 2E OUARTER SW NE PLAT MCXENNA IRRIGATED TRACTS SIX 7 LT 5 BWLY 10F& LT 6 DOCUMENT 000L4 THE TOWER AND ALL PROPOSED AND FUTURE ANTENNA/ATTACHMENTS SHALI BE FACTORY PAINTED ACOLOR THAT IS SELECTED BY THE TOWER OWNER AND IS SIMILAR TO AND NO IIGHTERTHAK SHERWIN WILLWMS JASPER OMS. REW gtPERYWtl88uRFA4m ACCESS - 4.006 SO. FT .F WIRELESS COMPOUND. 1.660 SO. FT..I. TOTAL - SAW SQ. Fr. 4,L NIBCELLANEOUB HWMS: \ \ 1. NO CRITICAL AREAS ON SITE AS DEFINED BY UDC SEC. 30.62 (3210 SM \ - / 64300800100 Ile / CE) RAIL ROAD TRACTS // ' 22719911100 64300700500 Zz / \LEl APPK (D AOL TREE I� / / e / o 1 APPX, IW ACL TRFECANOPY 64300700600 N pr) (P) 4- LUG TIC TELCO CONOUR®25Tt ffi0't I r (SEE BHT A4 FOR TREMMM INFO) B `- PROPERTY � - S88 °40'52 "E 1183.48' RAILWAY RD SE — \ 64300700501 \ (P) 40 z 40'CHAY LINK FENCED EQUIPMENTAREA WI STEEL MONOPOLE AND STS EMJPVZNT ME SMTA -1.7 FOR DETAILS) (P) 5P z SP tEASEAREA (P)1T W108 ORAVELACCE8s (E) MOBILE HOME Ioe BARN — I i ( � (P) 7T GONC DRIVEWAY CULVERT + I I I fj (P)3•Via PVC POWER CONOUR@28D'.4 I � (SEE SHT A4 FOR TRENCHING INFO) i a i OVERALL SITE PLAN / 22Y34 SCALE: r e 100' ttx17 SCALE: r °200' / tEP 4 iP NO T4T *N \ / / 64300800407 APPROK LOCATION OF OWEST TELCO FED A44FORMOO SOURCE _— E) APPROX LOCATION OF PSE POWER POLE 41400 WI (E) T1RAN5 FORMER 6— FOR POWER 6— BVEST BAG TELCO O(H ON SASE POLE T • =Mobile-• 19867 NORiIIg ux PKWY N BOTTRBLL° WA 68011 OFPRCB "a) 388."" PROJECTINFORBINnON/ WILKENSON ROAD/RAILWAY SE05198D 16220 RAILWAY ROAD SE YELK WA SM97 ISSUED FOR: IBUILDING PERMIT :REVISION HISTORY: Na SOBI a DATE: DP M m APPti. BY= BY: =PLANS PREPARED BY: S. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 208.851.1106 'DRAWN BY: ===== CM BY:: APPV. BY: ABP AAL OJT LICENSURE: L EQUIPMENT: WIRELESSCOMMUNICAT(DNSFACILRY WPANTEW" LOCATED ON A 16V AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. DRAWMQ INFORMATION: DONOT SCALE ORAViINCa'6. CONTAACTOft MIBTVERIFf ALL au(EMSroNSAND ADVISE CONSULTANTS OF ANY ERROR8 AND OWssI0NS. ALL PREYtcW OWES OF THIS DRAWK0 ARESUPERSMEDBYTHELATESTREVISION TILE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRI rARYBY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS sTRICTLY PROHIBITED. DRAWING TCTLEI SITE PLAN DRAWING NUMBER: A -1 NOTE TOWER DESION TO ACCOMMODATE FUTURE COLLOCATION W / OTHER CARRIERS 061: 80.3 OS12 D620 OSIO \ . 66 J SD D- 62.0 0676 710 r 4D (cAR IER lEASE AREA _ (P) COAX ICM (SEE Siff A-4; DETAIL 5 FOR LE ANTENNAS MDUNTEDON A TOPHAT MODEL ANDREW PTMB)0445154R1 (TYP OF % 2 PER SECTOR) (SEE RF SHTS FOR ANTENNADETAIL� FUTURE LEASE AR •-� AREA \mil x 50' LFASEAAEA 40 x 4V CHAIN LINK FENCED E070PMENT AREA E S14T A* D£TAL3 FOR INFO) P LANDSCAPING BUFFER SHT L -1 FOR DETAILS) (% 100 GAL PROPANE TAW / / •—_ (SEE SHT A-0; DETAIL 2 FOR INFO) / (% 70' RADIUS SETBACK FROM S'A'T ALL IGNITION SOURCES 15' (P) IW AOL STEELMONOPOLE _,' / / / ( %T- MOSILE STS EDIAPMFM (SEE SMTA3 FOR OTS EGU0 77'INFO) \N PAD (SEESHTA•6; OETALG FOR INFO) Or --- f� CARRIER LEASE AREA / x v A \ (SEEB TASWOIGGAT FOR SKR40EDNAO) (SEE SHT AS`AtLa FO_RsIDNaD£DETAtU ' A ENLARGED SITE PLAN 22x37 SCALE: 3 T 11117 SCALe E:3B2W - t' "1 LIGHT MOUNTED ONHFRAME 'A,; OETAL2FOR INFO) I BANK ON H-PRAME A-S; DETAIL 1 FOR INFO) A\ A A 2N'EST TEL TELCO H•P77AMH E SHT A-S: DETAIL 1 FOR INFO) (% r UAo Pvc PowER CONDUIT ®2w t ROUTED FROM SOURCERYP) (SEE SHT A-4 FOR TRENCHING INFO) (P) a• U!o PVC TELCO CONDUITS 255 ROUTED FROM SOURCEMP) (SEE SILT AA FOR TRENCHING INFO) A N A Y T ® sMobile• 19907 NORTNCREEK PKPJ7 N BOTNELL. WA 99011 OFFICE 1429) 3997600 PROJECT INFORMATION: �A ILKENSON ROAD /RAILWAY SE051980 I WMO RAILWAY ROAD SE YELM, WA 96597 ISSUED FOR: 4 BUILDING PERMIT :REVISION HISTORY: DEISC8 DAT NFS 7PTtONt �� o. AtMP. BYi BY7 =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 DRAWN BY: OHK. BY: =APPV. BY :: AB, A" BJT AN)� .. LICENSURE: )•THOdT 1p x A 37041 EXl'IRBS 062SN7 - EQUIPMENT: _ WIRELESS COMMUNICATIONS FACILITY Wl ANTENNAS LOCATED ON A 15C ADL STEEL MONOPOLE WITH BT8 EQUIPMENT IN A FENCED COMPOUND, DRAWING INFORMATION: CO NOT SCALE DRAWINGS. CONTRACTOR MUSTYERIFI ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS ANDOMISSIONS, ALL PREVIOUS *SUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED 04 THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER T14AN VMCH IS RELATED TO NAMED CLIENT IS STRICTLY PRONSITED. DRAWING TM ENLARGED SITE PLAN DRAWING NUMBER: A ®1.1 rpm O =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 DRAWN BY: OHK. BY: =APPV. BY :: AB, A" BJT AN)� .. LICENSURE: )•THOdT 1p x A 37041 EXl'IRBS 062SN7 - EQUIPMENT: _ WIRELESS COMMUNICATIONS FACILITY Wl ANTENNAS LOCATED ON A 15C ADL STEEL MONOPOLE WITH BT8 EQUIPMENT IN A FENCED COMPOUND, DRAWING INFORMATION: CO NOT SCALE DRAWINGS. CONTRACTOR MUSTYERIFI ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS ANDOMISSIONS, ALL PREVIOUS *SUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED 04 THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER T14AN VMCH IS RELATED TO NAMED CLIENT IS STRICTLY PRONSITED. DRAWING TM ENLARGED SITE PLAN DRAWING NUMBER: A ®1.1 (F) APP TOP OF POLE AND. ANTENNE i50-0'AGL —V STRUCTURAL NOTE: STRUCTURAL OESIGA OF MONOPOLE 8YOTHERS. MONOPOLE SHALL SE DESIGNED TO ACCOMMODATE FUTURE CARRIERS. aeiur un�c• RE ICMY S TOWER R THAN. i LEASE AREA SOUTH ELEVATION A4 SCALE. NTS To ■ aMobile- in" Now""Em PKLYV N BOFMELU WA 98671 OFF= V=) =111.7wo :PROJECT INFORMAMW iLKENSON ROAD /RAILWAY SE051980 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: Na DATE: DESCRIP 11h CHIC. APPV. BYt BY: MEN ME ME o® a ■o© o® PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 CDRAWN BY: CHI(. BY, =APPV. BY: AB,AAL DiT AM = LICENSURE, EQUIPMENT: WIRELESS COMMUNICATIONS FACtr Yw (ANTENNAS LocAt�I ON A 15V aGL STEEL MONOPOLE VAIN m EQUIPMENT IN A FENCED COMPOUND, DRAWING INFORMATION: DO NOT SCALE DRAWINGS- CONTRACTOR MUST VERIFY ALL DMEENSIONS AND ADVISE CONSULTANTS OFI ANY ERRORS AND OMLSSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: SITE ELEVATION DRAWING NUMBER, A=2 �rs 1114 z-r EQUIPMENT CABINET ELEVATION A3 N.T.S. NCKTA F ;ffi CA8 MET' V RATS "_ (P) ROM ULTRASITE CABINET EQUIPMENT WEIGHT (1) NOKIA ULTRASITE BTS: 740 LOS (1) NOKIA ULTRASITE BTS: 740 LBS (1) PURCELL CABINET: 2642 LBS (1) NOKIA FLEX[ UMTS: 132.3 LBS TOTAL. EQUIPMENT WEIGHT: 4254.3 LBS PUNiH ANCHOR 77x4 -(2' REDHEAD SLEEVE ANCHOR MTJ (P) NOKIA ULTRASITE r - - - - -- - I CASINET PLINTH (TYP) 7 T r {P)PURCELL POWER CABINET PLINTH (TYP) ) I I I I 1 I I I 1 I I I (P) PNRCEU (P) NOVA (P) NO" (P) fUTUAE SPACE J + I POWERCABINET ULTRASRE CABINET ULTRASITE CABINET X,1AFL7 , e 712' T7 --�- 17 I I ( I ) I 0 0 . L-- i--- - -I - -1 i .._-........- ----� I I I i I I I rs rs rs rs I I r�' REOUORED MINIMUM I SERVICE CLEARANCE I BTS EQUIPMENT PLINTH DETAIL i A3 N.TS. I I (-_ - - -- ----- _-- _-- .------------- -..._J g SERVICE CLEARANCE PLAN A S N.T.S. T ® •Mobilem 18807 MORTNCREU W" N 130"U.L, VM 88011 OPNOR (445) 3887880 PROJECT INFORMATION, LKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELN, WA 48597 :ISSUED FOR, BUILDING PERMIT :REVISION HISTORY, N. DATE DESOMPMlift Cm APW. 81(t BY: .- ■■ ■- ■■ .- ON ■- ■■ ■- ■■ =PLANS PREPARED BY, B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 205. 851.1106 CDRAWN BY: CHI. BY; -APPV. BY, AB, AAL WT AN LICENSURE, EQUIPMENT, WIRELESS COM WNICATIONS FACILITY W / ANTENNAS LOCATED ONA 158' AGL STEEL MONOPOLEWNTH BTS EQUIPMENT IN A FENCED COMPOUND. DRAWING INFORMATION, DO NOT SCALE DRAWfNG6. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AID OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED SY THE LATESTREVISION. THE INFORMATION CONTAINED IN THIS SET Of DOCUMENTS IS PROPRIETARY SY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHMITED. DRAWING TITLE, BTS EQUIPMENT DETAILS DRAWING NUMBERI Am3 FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE S00. COMPACTED SACKML PER WSOOT 903.14(3) COMPACTED TO MIN OF 95% MAX. UNIT WT AS DETERMINED BY ASTM 01557 UTILITY WARNINGTAPE DIRECT BURIED? PVC ELECTRICAL CONDUITWW RADIUSSWEEPS PIPE ZONE BEDDING PER WSOOT 940.12M COMPACTED TO MIN. 95% OF MAX UNITWTAS DETERMINED BY ASTM D1557 ELECTRICAL SERVICE TRENCH A4 N.7S. 6'CONCRETEPAOFOR STS EQUIPMENT 1W RADIUS (TYPICAL) 6' CONCRETE PAD FOR ✓t4 @ 12'O.C. EACH OTHER EQUIPMENT - WAY QR WRE MESH LANDSCAPE )11 1 WEED BARRIER - S' COMPACTED AGGREGATE UNDISTURBED TOSS %MAX UNIT WEIGHT NATIVE S0IL- PER ASTM OISS7 30DD PSI CONCRETE NO SPECIAL INSPECTIONS REQUIRED CONCRETE PAD SECTION Ad N.7S. TO POLE t-fl A" GRAVEL (749" CHIPPED NO FINES) OVER LANDSCAPE WEED BARRIER FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF E)GSTIN9 UNDISTURBED NATIVE SOD. COMPACTED BACKFILL PER WSDOT 9-83.14(3) COMPACTED TD MIN OF 95% MAX. UNIT WT AS DETERMINED BY ASTMD1S57 UTILITY WARNING TAPE DIRECT BURIED 4' PVC TELEPHONE CONDUIT M S PAIR DROP, PIPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTED TOMIN.95 %OP MAX UNIT WT AS DETERMINED BY ASTM 01557 2 TELCO SERVICE TRENCH A4 M.T.S. SHARED ELECTRICAL g AND TELCO TRENCH A+l N.T.S. FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SO@ COMPACTED BACKRLL PER WSDOT 900.'14(6) COMPACTED TO MIN UNIT WT AS DETERMINED BY ASTM D7557 UTILITY WARNING TAPE PIPE ZONE BEODING PER WSDDT 980.12(3) COMPACTED TO MIN. 95% OF MAX UNIT WT AS DETERMINED BY ASW DIS87 DIRECT BURIED 3' PVC ELECTRICALCONDUITW7RKM GALVANIZED STEEL RISERS 36' RADIUS SWEEPS DIRECT BURIED 4' PVC TELEPHONE CONDUIT (2) 6 PAIR DROP POST CAP TfPICAL EACH POST) Op�MM""'- Z4- CLEAR BETp.TZO' TOP MOUNT WG BRIDGE (YEL.LOW) SUPPORT BRACKET (GR� 14 GA GALV. GWPSTRUT 24' WIDTH, 2' PLANK 1460. 319'ALLTHfiFl�D COAX SUPPORT• LARGE COAXSUPPOAT BLOCKS WIGAY. MOUNTING HARDWARE KITS ANDREW WAX GROUNDM KITS. INSTALLED BY CONTRACTOR EACH CABLE TO BE GROUNDED INDIVIDUALLY, GROUND BAR MOUNTED ON POST WITH (2) TIES TO GROUND RING 3011'0 GALV. SCHED 4D POST NOTE: DIAGRAM REPRESENTS ANTENNA SECTORS CROWN FOOTING FOR ONLY AND MAY NOT ACCURATELY REPRESENT E ORAINAGE TTY% THE ACTUAL POSITIONING OF THE ANTENNAS MOUNTED TO THE POLE. 12'0x36'DEEPCONCRETE FOOTING MT) g ICE BRIDGE DETAIL A4 N,TS. g ANTENNA COVERAGE SECTORS A 4 ..Ts. To • - Mobile• 19807 MOHTHCRE" mm t0 SWOMIX, IVA 98011 O"W8 (424) 888.7800 :PROJECT INFORMATION: lLKENSON ROAD/RAILWAY SE05198D 16220 RAILWAY ROAD SE YELMN WA 98587 :ISSUED FOR: BUILDING PERMIT :REVISION HISTORY: It. BATE= DE$CWP' omm mmm mmm I' PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BYi CNN. BY: =APPY. BY' AB, AAL BJT AN _ LICENSURE: EQUIPMENT: WRELESS COMMUNICATIONS FACILITY WI ANTENNA$ LOCATED ON A IW AGL STEEL MONOPOLE WIN BTS EQUIPMENT IN A FENCED COMPOUND. DRAWING INFORMATION: 00 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 IN RELATED TO NAMED CLIENT IS STRICTLYPROHMITED. DRAWING TILE GENERAL DETAILS DRAWING NUMBER: A ®4 V-(r MAX HEIGHT (TYP) STANDARD 3'0 GALVANIZED STEEL PIPE WITH CAP (TYP) MILBANK 4•POSITION, 200A, 103W, 120240 VAC METER BANK -PART W. U2884-X rSCH. 40 PVC CONDUrrTO VO4ESTREAM ELECTRICAL DISTRIBUTION PANEL (TYP) r SCH. 40 PVC CONDUIT FROM UTILITY SERVICE (TYP) 1-SW GAV. UNISIRUT - ATTACHAS REQUIRED WIGAV. U-BOLTS (TYP) 4' SCHL 40 PVC CONDUIT FROM UTILITY SERVICE Mi P) r SCHL 40 PVC COMW TO VOICESTREAM BTS EQUIPMEN 3 STRANDS OF BARBED WIRE MOUNTEOCN KNEE BRACE AS SPEC?HEP, BRACE TO OUTSIDE PROVIDE TRUSSES OR TENSION RODS AS REQUIRED - W x 38' x IV* DEEP HOFFMAN NEMA3R W/ VENT B PLYWOOD SACKSOARD SO MAX HRBGHT (TYP) AMP EMC MAX SERVICE PANEL — PLASTIC UNISTRUT ENOCAPS TYPICAL TRANSIENTVOLTAGEI SURGE SUPPRESSER 2 VOICESTREAM H•FRAME AS N.FS. TYP, 12'0 X 24' DEEP CONCRETE FOOTING TELCO SI POWER H-FRAME DETAIL POSTTYPE 1POSTDIAMETER as N.rs. IFOOTINGSIZE STANDARD 2.112' 0 LINE POSY I GALVANIZED STEEL PIPE 12.0 x 18• SERVICE LIGHT WITH ' TIMER AND DUPLEX 1!9x214 RECEPTACLE GATE POST 1-518" U NISTRUT - 12'0 x 24' ATTACH AS REQUIRED 1600 ELM PAHM otwme TRANSFER SWITCH eox G TELCO L DEMARCATION POINT Ives 2' SCH. 40 PVC CONDUITFROM POWER H•FRAME GRADE LEVEL �0 rep. 1r0 xTit DEEP l` '• i . CONCRETE FOOTING 3 STRANDS OF BARBED WIRE MOUNTEOCN KNEE BRACE AS SPEC?HEP, BRACE TO OUTSIDE PROVIDE TRUSSES OR TENSION RODS AS REQUIRED - W x 38' x IV* DEEP HOFFMAN NEMA3R W/ VENT B PLYWOOD SACKSOARD SO MAX HRBGHT (TYP) AMP EMC MAX SERVICE PANEL — PLASTIC UNISTRUT ENOCAPS TYPICAL TRANSIENTVOLTAGEI SURGE SUPPRESSER 2 VOICESTREAM H•FRAME AS N.FS. NOTE CONTRACTOR TO FIELD ENGINEER CHAIN LINK COVER (ENCLOSURE) AND INSTALL AS REQUIRED, VERIFY WITH PROJECT MANAGER REQUIREMENTS OF ENCLOSURE. 12 it rMAX FENCE 8 GATE NOTES 1) GATE FRAME: 1 -718' OD, TOP d BRACE RAIL -1518' OD, SCHEO 40 ASTM F1083 2) FABRIC: GA DORE WIRE SIZE r MESH FABRIC; FABRIC TO TOUCH GRAVEL SASE. 3) FMB IMUM 1T GA. GALVANIZED STEEL 4) SECURITY WIRE: USE APPROVED SECURITY VARE S) GATE LATCH: SWINGIAIG GATE LATCH 8) ¢I FITS O SLATS REQUIRED TRANSFER SWITCH GUARDIAN GENERAC MODEL 4:04945 r PVC TO POWER H 4V AME METERBASE NOTE: FENCE SECTION SHOWN SHORTENED (P) BLACK V WYL PRIVACY SLATS(TYP.) 3 SITE FENCE DETAIL \—"—/ N.TA 18' t2' IN CASE OF AN EMERGENGI CALL NOTICE 1. 888. 662.4662 Im Rw SE05198D �� • ��1 $R6 Names RAILWAY RLTAO 1 R/VLWAY 18' . Rtftrmgamq NOTICE Ut61�0•Y4PetloHP� OF ]>•EnRALISgORWT10NPOAWOR701Hfi a�n�yw�a a..ao.l' QLTHEARBI0FAB1EN8L5 • 4.•FnP..a4Pw • Iuwvrwnro.e.,.. . Ww,4.ieywmdgww.l4Wdwwe• e..w� aA w.mauQww.r..w wsa.�.. 4 SITE SIGNAGE DETAIL A•5 N.T.S. TOP RAIL 114'x3!4' STRETCHER BAR WIMUSHROOMSANDS FENCE POST -SEE CHART BELOW ffP) CHAB4•LINK FABRIC - FABRIC TO EXTEND TO GROUND FENCE POST FOOTING w) VY CROWN -SEE TA81E BELOW MP) TENSION WIRE AT BOTTOM OF CHAIN4NLK FABRIC Ir T. mMobile• ISOM NOWHICREEK PKWY N BOTNELL. WA SSMI OFFICE (C2' 4) 38&7800 :PROJECT INFORIWATION: ILKENSON ROAD/RAILWAY SE05198D 18220 RAILWAY ROAD SE YBLM, WA 98597 _ISSUED FOR: BUILDING PERMIT REVISION HISTORY: No. DATES OESCRIPT:ON1 CHK. APPV. BY1 By, MEN ' HIGH FENCING POSTTYPE 1POSTDIAMETER IFOOTINGSIZE INCTES LINE POSY I 1 -718"0 12.0 x 18• ee,woM°mw"`oenwm CORNER POST 3'0 1!9x214 GATE POST 30 12'0 x 24' NOTE CONTRACTOR TO FIELD ENGINEER CHAIN LINK COVER (ENCLOSURE) AND INSTALL AS REQUIRED, VERIFY WITH PROJECT MANAGER REQUIREMENTS OF ENCLOSURE. 12 it rMAX FENCE 8 GATE NOTES 1) GATE FRAME: 1 -718' OD, TOP d BRACE RAIL -1518' OD, SCHEO 40 ASTM F1083 2) FABRIC: GA DORE WIRE SIZE r MESH FABRIC; FABRIC TO TOUCH GRAVEL SASE. 3) FMB IMUM 1T GA. GALVANIZED STEEL 4) SECURITY WIRE: USE APPROVED SECURITY VARE S) GATE LATCH: SWINGIAIG GATE LATCH 8) ¢I FITS O SLATS REQUIRED TRANSFER SWITCH GUARDIAN GENERAC MODEL 4:04945 r PVC TO POWER H 4V AME METERBASE NOTE: FENCE SECTION SHOWN SHORTENED (P) BLACK V WYL PRIVACY SLATS(TYP.) 3 SITE FENCE DETAIL \—"—/ N.TA 18' t2' IN CASE OF AN EMERGENGI CALL NOTICE 1. 888. 662.4662 Im Rw SE05198D �� • ��1 $R6 Names RAILWAY RLTAO 1 R/VLWAY 18' . Rtftrmgamq NOTICE Ut61�0•Y4PetloHP� OF ]>•EnRALISgORWT10NPOAWOR701Hfi a�n�yw�a a..ao.l' QLTHEARBI0FAB1EN8L5 • 4.•FnP..a4Pw • Iuwvrwnro.e.,.. . Ww,4.ieywmdgww.l4Wdwwe• e..w� aA w.mauQww.r..w wsa.�.. 4 SITE SIGNAGE DETAIL A•5 N.T.S. TOP RAIL 114'x3!4' STRETCHER BAR WIMUSHROOMSANDS FENCE POST -SEE CHART BELOW ffP) CHAB4•LINK FABRIC - FABRIC TO EXTEND TO GROUND FENCE POST FOOTING w) VY CROWN -SEE TA81E BELOW MP) TENSION WIRE AT BOTTOM OF CHAIN4NLK FABRIC Ir T. mMobile• ISOM NOWHICREEK PKWY N BOTNELL. WA SSMI OFFICE (C2' 4) 38&7800 :PROJECT INFORIWATION: ILKENSON ROAD/RAILWAY SE05198D 18220 RAILWAY ROAD SE YBLM, WA 98597 _ISSUED FOR: BUILDING PERMIT REVISION HISTORY: No. DATES OESCRIPT:ON1 CHK. APPV. BY1 By, MEN NO m MEN ON MEN No MEN ME �0 PLANS PREPARED BY: S. J. THOMAS, P.E. 7607 SOTH AVE NE MARYSVILLE, WA 98270 208851.1106 CDRAWN BY: CHIL BY: =APPV. BY: AD. A" B.IT AM ,_ UCENSURE: L' EQUIPMERT: WIRELESS COMMUNICATIONS FACILITY W/A.NTENNAS LOCATED ON A ISO, AGL STM MONOPOLE WITH BTS EQUIPMENT 94 AFENCED COMPOUND, DRAWING INFORMATIOR, DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OML4 KM. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVLSION. 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: GENERAL DETAILS DRAWING HUMBER: A ®5 O 343 THWN PLUS 1-p8 GROUND IN 1 W RIGID PVC CONDUIT - 2-118 CONTROL WIRING IN UT RIGID PVC CONDUIT ClW PULLROPE - CONTRACTOR TO VERIFY EXACT CONNECTION LOCATIONS WITH GENERATOR AT TIME OF INSTALLATION 3' q I TIGHT FLEX FOR p CONNECTION TO 4� GENERATOR �J L FASTEN PLINTH TO CONCRETE EQUIPMENT PAD PER EQUIPMENT x-s 2-#12 TN WN PLUS 1412 AM T•MOBtLE 100 GAL. LIQUID (BLOCK PROPANE FUEL TANK _ W3 THWN PLUS 148 GROUND N 1 I2' RIGID PVC Comm Z418 CONTROL WIRING M IR' RIGID PVC CONDUIT :!W PULLAQPE CONCRETE PAD - y GENERATOR ELEVATION M8 N.TS. CENTER LINE OF BOLTS rSHU GENERATOR AS REQUIRED •a' - 7 I 3' a TG NERATOR 2'$ 2'-6" 5.11' 6••8" g GENERATOR ANCHOR LAYOUT GENERATOR PAD LAYOUT A$ N.T_& A•S N.T.S. ur CIA. JACKETED TYPE W SOFT COPPER GAS LINE FROM PROPANE TANK TOGENERATOR CONFIRM CONNECTIONS PROVIDED WITH FUEL TANK q q q 2 GENERATOR FUEL SYSTEM ELEVATION A$ N.TS. �3'� '1408ILE IOOCAL a e 3' LIQUID PROPANE 8 FUEL TANK 5 PROPANE TANK PAD LAYOUT A$ N TS, 6" MIN. BACK FILL -SEE NOTE WARNING TAPE BRICK SAND 12' DIA JACKETED TYPES(' SOFT COPPER GAS LINE NOTE NONvm*c AAR AREAS: BACKFIL VQTH CLEAN NATIVE BACKFtLLAND COMPACT TO 90% MAXIMUM DRY DENSITY. VEHICULAR AREAS: BACKFILL WITH GRANULAR W AND COMPACTTO9S%MDD g TRENCH DETAIL hB N.T.S. To m mMebile- 19807 FIORTHDREEK PKWY H S0TNBLL, WA9BOli OPFICE (420 US -TOW PROJECT INFORMATION: LKENSON ROAD/RAILWAY SE05198D 1822c RAILWAY ROAD SE YELM, WA 88597 :ISSUED FOR: BUILDING PERMIT :REVISION HISTORY: No. DATES oESCRiP SOLENOID VALVE AND REGULATOR TO COME WITH GENSET �® m®® TO CARBURETOR - • d' •.. X " �; i . GROUND LEVEL • CONCRETE PAD 2 GENERATOR FUEL SYSTEM ELEVATION A$ N.TS. �3'� '1408ILE IOOCAL a e 3' LIQUID PROPANE 8 FUEL TANK 5 PROPANE TANK PAD LAYOUT A$ N TS, 6" MIN. BACK FILL -SEE NOTE WARNING TAPE BRICK SAND 12' DIA JACKETED TYPES(' SOFT COPPER GAS LINE NOTE NONvm*c AAR AREAS: BACKFIL VQTH CLEAN NATIVE BACKFtLLAND COMPACT TO 90% MAXIMUM DRY DENSITY. VEHICULAR AREAS: BACKFILL WITH GRANULAR W AND COMPACTTO9S%MDD g TRENCH DETAIL hB N.T.S. To m mMebile- 19807 FIORTHDREEK PKWY H S0TNBLL, WA9BOli OPFICE (420 US -TOW PROJECT INFORMATION: LKENSON ROAD/RAILWAY SE05198D 1822c RAILWAY ROAD SE YELM, WA 88597 :ISSUED FOR: BUILDING PERMIT :REVISION HISTORY: No. DATES oESCRiP PLANS PREPARED BYI 8. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BY: _ APPV. BY: AS, AAL OJT I AM ._LICENSURE: 4 � WLS qd` r, 87�IflfiS��l[s -[Y�7 EQUIPMENT: YRREI CCQ COMMUNICATIONS FACBJTY YWAWENNAS LOCATED ON A ISO' AGL STEEL MONOPOLE WITH STS EQUIPMENT ID AFENCED COMPOUND. DRAWING INFORMATION! DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL li 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 STRICTL -PR IBITED - GENERATOR AND PROPANE TANK DETAILS :DRAWING HUMBEile AS omm PLANS PREPARED BYI 8. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BY: _ APPV. BY: AS, AAL OJT I AM ._LICENSURE: 4 � WLS qd` r, 87�IflfiS��l[s -[Y�7 EQUIPMENT: YRREI CCQ COMMUNICATIONS FACBJTY YWAWENNAS LOCATED ON A ISO' AGL STEEL MONOPOLE WITH STS EQUIPMENT ID AFENCED COMPOUND. DRAWING INFORMATION! DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL li 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 STRICTL -PR IBITED - GENERATOR AND PROPANE TANK DETAILS :DRAWING HUMBEile AS April 25,2M Tom Palma Andrew Corporation 154 Knotter Drive Chmbc6 Cr 064I0 Subject: MC41M1030.3 Universal Ring Mount with MT-196-14 Low Profile platform Dear W. Palmer, Per your request, we have performed a structural aae(ysis for the above i deferma d dog nurad and platform for die following conditions: Desiga Stnadardx TIAAUA 222 Rev F, South Florida Building Code, ASCB 7.98, and 2W31BC Desim Wind I60 mph 3aeoatd Gust (Exp D per SPEC ASCE 7-98) @ 200' AGL 140 mph SWS (Per 7IN61A 222 Rev P) @ 200' AGL Design Loeding: (12) -5' x V Panel Antanas (4 antennas per sector, 3 seders total) Materiala Pipes: ASTM A53 Gr. B (Py 2 35 km) Tubes: ASTM A500 Gr. B (Py2 46 ksi) Plates: AF MA36 (Py236kar) Threaded Rods ASTM A193 Gr. B (Pv 2105 k91) Wilds: E70XX Electrodes per AWS D1.1 Bared on oar anolys* we have determined that the ring marat Is rhuclara$q adequate for the dedp toadtng DsW above. The total Effective Pmjectad Area (EPA) per TIAMA- 222 -P, of one platform with twelve aananas, is 61.6 square feet with no ice„ and 68.7 squats feet with W radial loo. Wyou have any questions or commeots relating to dw above infomation, ldease coated me dimply at (503) 587 -010). Sineaely, Adrian Wunkin, PE President TASGaaaRatB •Ydev,OAanat•503.517gNi ai.Rfeaaa:AaR.•.,..... SPEC SHEET A-7 N.TS. NOTES: T' ALL METRIC O&CUSIONS ARE IN BRACKETS, 2. STAMP PART mENT -w-id ION NUMEER. 3. WELDING WORKA}ANSFIP PER AWS 01.1. TABLE &1. 2 UNIVERSAL RING MOUNT DETAIL \t7 .j N.T.S. ommun a.ava otw MTJ{95 -44 SPECIFICATIDNSHEET a Lvape4 a C0'tOC111014 I'ieft"". X00 1013 SS A EFFECTIVE FROJE==AREA T1AMIX222 -F PKX1= Peat a I EPA IOB reel irY VedW iVe .1 Nr -IW1 ins .t 0emga 8401Mara AISC AW ft Eeat%; TIAMIN -2W Naaftwo t2}250 P=4vo8m1 men noun at tan" OWE) 01r18n t "em (12)-,rX 1' Penal antamws(4 aMommWsector) BMW Wlaak. MolaC 1) Wbm rd' e8 tbraft mounts 120 WN RWS) Dor TIAW 222 Ran F. low, 140 mph 3oe0md ale, Eap.'d.Per FIIC,ASM 74041WAGL 2) E110e11vaPtclected Arm (ElW -WIn am canvas oftet ft* was Ol% 6.60 agowo W Waft=. IN swordenee WBATWEIA 222 Roe F. Frame WWI" AVa(m WIMAW(Fy °361st) PIP- ASTM A63. 0:8 (Pi =35 ksq P181e6: ASTMAX(Py>:361mi) U-6oft ASTMAM(Fy436Maq WOWt I"aft. oditw wt vm pipemoeas) aaawadaea*- h".1k mmro.a AYeeaW' dbrdaoiaie�,aC 2= 4. �3 • ma"Woo. Aavuemw �m 3 LOW - PROFILE CO-LOCATION PLATFORM DETAIL A 7 N.TS. TO m - Mobile• 18807 NONTNCNEEK PKWY N BOTNELL, WA 08041 OFFICE (425) 388.7800 :PROJECT INFORMATION: ILKENSON ROAD/RAILWAY SE05198D 16120 RAILWAY ROAD SE YELL WA 88387 ISSUED FOR, --REVISION BUILDING PERMIT HISTORY, N. DATE OESCNIPTash Cm APPV. . BY, BY: =PLANS PREPARED BY: S. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: === CHI. BY: =APPV. BY,: AD, AAL m AM EQUIPMENT: WIRELESSCOMMUNICAnONSFACnITYW /ANTENNAS LOCATED ON A 1W AOL STEEL MONOPOLE NATN STS EQUIPMENT IN AFENCED COMPOUND. ;DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYAIL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AID OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWNG ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS to PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH LS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE, ANTENNA MOUNTING DETAILS :DRAWING NISMIS"I . Am7 MEN ME iii■ rim =PLANS PREPARED BY: S. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: === CHI. BY: =APPV. BY,: AD, AAL m AM EQUIPMENT: WIRELESSCOMMUNICAnONSFACnITYW /ANTENNAS LOCATED ON A 1W AOL STEEL MONOPOLE NATN STS EQUIPMENT IN AFENCED COMPOUND. ;DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYAIL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AID OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWNG ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS to PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH LS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE, ANTENNA MOUNTING DETAILS :DRAWING NISMIS"I . Am7 1.3' -4.5' (33 mm-114 mrn) YiA Typ7 -1 25-30 N-m (220 -265 Ibfdn) r ANTENNA DETAIL A-S N.T.S. Attach top mount assembly to top mounting plate attached to the antenna as chwan. Ftnger tighten, Careflny remove contends of slipping boxes. Unpack and verify the eantents. Refer to the liar be(o v. You need an pads to assemble, install, end operate the antarao. t UM" itanliumba (am Ittlst7afttut3 above) "drewPartNuarbet Oesatptkn 2 Q 801257 Angle arm 2 0 W1256 Mounting damp 2 ® 0011235-1 Bracket 2 Q w123 &2 Bmtw 1 807258 Labal, angto 4 1 6080783 Satertube 14 10052524 MO((at washer (Stawmsteel) 2 0 8006180 Me x 1.25 x 25 mm large carriage bon (stainless steep 8 rat 2NO038 IN lodcwasher (stainless saeQ 4 80061810 MB X 1.25 X 110 sun largp hex head =raw (Sh bless shag B ® 204001 -16 me x 1.26 hex nut (,cwinlass sttan . 2 ® 225264 Clamp PINe 0 ( 60041824 Large lockwashor (sabfass steer 8 ® 204001.21 M12 x 1.75 hox nut (sahNass steaq 4 80041812 M12 x 1,75 x 150 mm large carriage bolt (stainless sleet) 1 ® 601564 Molybdenum dsutPode grassy 2 PARTS LIST A8 N.TS. divot tax amarrAon 9w rob won. Attach bottom mount assembly to hotonnr moaning plate attached to *a erderme as shown. Fatter lighten. 3 ANTENNA ASSEMBLY - STEP 9 A 8 N.T.S. 0 Adach the lebal that matthos the pivat hole to pWot We length ofthe anhmna to other side of arm. Use the pointer to set the downdt angle. q ANTENNA ASSEMBLY - STEP 2 ANTENNA ASSEMBLY - STEP 3 N.T.S. NAedmW Corpt»aGIM Telephone: 708- 349 -3300 Customer Servke, 24 hours: U.S.A. • Canada • Mexko: 1- 800 - 2851479 10500Ytk4t15NdSMt FAX (U.S.A):1.800- 349.5444 U.K. 080025=5 P(ftQdmU.SA.05W Orland Perk, IL U.S.A. 60462 Internet: Mtpl4vwwandrew.com OUrerEumpe:•441592782612 Cooyaaa02004by"4a Cohpomm Tighten all hardware. Abel here g ANTENNA ASSEMBLY - STEP 4 AS N.T.S. Notice The (nsa(la8oA maintenance, at removat Oran mdahna requires qudlffaA m0ari hxhrxhd personnel. Andrew irlstalladon Instructons are written for soon Installation personnel. Antenna systams should be impacted once a year by glntlied parsoranel to verily proper Installation, mandenancs, and hxndtan of eyripmed. Andrew declaims My 80btdy Or rospwu;b" for the results of improper or unsafe Installation or maintenance praakes. T - •Mobile - In" "Inc Mr, t +MYY N 80==4 INA 98011 OMCE (US) 398.1600 PROJECT INFORMATION: ILKENSON ROADIRAILWAY SE05198D 18220 RAILWAY ROAD SE YELM, WA 98547 :ISSUED FOR: BUILDING PERMIT :REVISION HISTORY: NO. CAM D£SCAIPTtOet Ct/K A" BY: 8Ye' PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 DRAWN BY. CIM BY: =APPV. BY: �Da AM �LICENSURE: L' EQUIPMENT: WIRELESS COMMUNICATIONS FACERI' WIAIJIENNA& LOCATED ON A 150' AGL STEEL MONOPULE WRH 8T5 EQUIPMENT M A FENCED COMPOUND. DRAWING INFORMATION: 00 NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL 001043tON5 AND ADVISECONSULTPNTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTNL4 DRAWNG ARE SUPMEOED BY THE LATEST REVISION. THE INFORMATION C014TA04ED IN TNIS SET OF DOCUMENTS IS PROPRjETARY BY NATURE. ANY USE OR DISCLOSURE OTHER 11.AN WHICH 16 RELATED TO NAAaD CLIENT M STRICTLY PROHIBITED. DRAWING TITLE: ANTENNA. ASSEMBLY DETAILS DRAWING NUMBER: AM 8 1 �■m! r nA PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 DRAWN BY. CIM BY: =APPV. BY: �Da AM �LICENSURE: L' EQUIPMENT: WIRELESS COMMUNICATIONS FACERI' WIAIJIENNA& LOCATED ON A 150' AGL STEEL MONOPULE WRH 8T5 EQUIPMENT M A FENCED COMPOUND. DRAWING INFORMATION: 00 NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL 001043tON5 AND ADVISECONSULTPNTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTNL4 DRAWNG ARE SUPMEOED BY THE LATEST REVISION. THE INFORMATION C014TA04ED IN TNIS SET OF DOCUMENTS IS PROPRjETARY BY NATURE. ANY USE OR DISCLOSURE OTHER 11.AN WHICH 16 RELATED TO NAAaD CLIENT M STRICTLY PROHIBITED. DRAWING TITLE: ANTENNA. ASSEMBLY DETAILS DRAWING NUMBER: AM 8 SITE � ARK MARKED 'DCN f CONTROL' ELEV. -341.5 l� TOP OF TREE \ M EL =a2 &G SOP OF TREE Jai \ EL =411.0' \ \ OF18 \\ \ , 78.1 \\ I � \ 1 \ \ \ OF25 4 8 GRASS \\ . 10 r 1 O �� \ DSO8 , \ \ \ D516 64.6 \ \ \ D26615 POSTS 61.3' \ \ OS12 \ \ DSCLUMP 0 \ It 64.2 \ \ ` 20518 68.3 QOS16 \ \ �St4 DS18 IRE �\ rTRYEP \ O DS24 62.0 0518 TRESS O DS24 LEGAL DESCRIPTION 68.7 BURIED SASITARY SEWER DS12 TAX LOT 6430 -07- 00600, PER ORDER NO. NCS- 276569 -WA3, ISSUED BY BURIED STORM DRAIN FIRST AMERICAN TYRE INSURANCE COMPANY, DATED FEBRUARY 2, 2007: S¢ THE SOUTHWESTERLY 10 FEET OF LOT 5 AND ALL OF LOT 6 IN BLOCK 7 OF DS76 MCKENNA IRRIGATED TRACTS, AS RECORDED IN VOLUME 9 OF PLATS, PACE ROCK RETAINING WALL 43. IN THURSTON COUNTY. WASHINGTON. . . . . . . . - TAX LOT 6430 -07- 00500, PER ORDER NO. NCS- 272765 -WA3, ISSUED BY p52 FIRST AMERICAN TITLE INSURANCE COMPANY, DATED DECEMBER 28. 2006: THE SOUTHWESTERLY 245.18 FEET OF LOT 5 IN BLOCK 7 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43, IN THURSTON COUNTY. WASHINGTON. EXCEPT THE SOUTHWESTERLY 10 FEET. EASEMENTS ® 'SCHEDULE 8' OF TITLE REPORT IN THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN, OTHER EASEMENTS OR ENCUMBRANCES. IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. ® NO SUPPORTING DOCUMENTS WERE INCLUDED IN TITLE REPORTS NOTES 1) FIELD YORK CONDUCTED IN FEBRUARY AND AUGUST 2007. 2) BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NA083). 3) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. (3WHIC SCALE m o m m w 1ta -201L \ \ TOP OF TREE . EL. =411.8' TOP OF TREE BRUSH ELm410.9' \\ TREE3 PROPERTY LINE \� AND \GRASS _ \ LATITUDE/LONGITUDE \ \ POSITION PROPOSED MONOPOLE LocanoN \ Ie' \ GRAPHIC SCALE FOUND IRON PIPE ( w Fm ) )eon - no IL NORTHERN PACIFIC RAILWAY/ \ 44D' NORTHERN PAC= RD NW \ '^ LATITUDE/LONGITUOE s� \ / POSITION PROPOSED MONOPOLE \ LOCATIONS 3 TAX LOT J tEA� n\ `V Tp 6N30 --07- AREA S88'4O'52'E 1309.60' 7-T RAILWAY RE) SE / SITE LOCATION \ PROPOSED \ 50' X 50' LEASE AREA OFIR \ \ �• 79.8' \ \ \ � Ptl8 \ UTILITY POLE VAIN \ TOP OF TREE LINE \ \ � POWER METER EL =396.3' TOP 0 TREE \ £l.. =403.Y \N D317 66.4 \ DS14 Q \ OS20 \ RAILWAY RD SE / TELEPHONE _\ \ RISER X44 \1 f a n SHED off \ TOP OF TREE ELm429.7' r KOM ENVELOPS SITE DETAIL LEGEND SUBJECT BOUNDARY LINE A% -- - - — RIGHT -OF -WAY CENTERLINE -- -- — RIGHT -OF -WAY LINE �W�j ADJACENT BOUNDARY LINE 4b OP OVERHEAD POWER LINE uP BURIED POWER LINE D U N C A N S O N -6 BURIED GAS LINE campmy,I= T OVERHEAD TELEPHONE LINE )as4'rstm soa Suae 142 m BURIED TELEPHONE LINE sma4. Fr-Wym M166 PSene 276204114) V BURIED WATER LINE F.< 206.2I444ss eo�mr e� rtum O1°°� s5 BURIED SASITARY SEWER 7em. SD BURIED STORM DRAIN 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE DITCH UNE/FLOW LDS ....... ............................... ROCK RETAINING WALL . . . . . . . . . - VEGETATION LINE z — — CHAIN LINK FENCE TREE LEGEND o � WOOD FENCE Q SIG BARBED WIRE/WIRE FENCE 15 S� 5 TRANSFORMER � FIRE HYDRANT j( LIGHT STANDARD E4 GATE VALVE © POWER VAULT M WATER METER ® UTILITY BOX A FIRE STAND PIPE O UTILITY POLE 0 TYPE I CATCH BASIN C POLE GUY WIRE ® TYPE I CATCH BASIN M GAS VALVE a SIGN 0 GAS METER BOLLARD QT TELEPHONE VAULT ° MAIL BOX a TELEPHONE RISER .�'',21 SPOT ELEVATION NOTE: NOTE: TREE DRIP ONES ARE NOT TO SCALE TREE SYMBOLS 11 , k eo�mr e� rtum O1°°� m� n� aaa 7em. ae- e� n'ma 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE AL GENERAL SITE LOCATION ABOVE GROUND LEVEL. (AG.). 3) ALL HEIGHTS REPRESENTED ARE ACCURATE TO * 3 � i z 3 y � TREE LEGEND o � W Q SIG SITE RAILWAY 15 S� 5 RD SE—\ 507 507 AL12 —TRUNK DIAMETER (IN) MA- MADRONA 9� F ur VICINITY MAP - NOT TO SCALE - i) ALL ELEVATIONS SHOWN ME ABOVE MEAN SEA LEVEL (ANSI) ELEVATIONS REFERENCED TO THE NAND 88 DATUM, U 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE m y ABOVE GROUND LEVEL. (AG.). 3) ALL HEIGHTS REPRESENTED ARE ACCURATE TO * 3 FEET OR t 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER- TREE LEGEND Z W DECIDUOUS TREE AL MAPLE 05- DECIDUOUS O a LL AL12 —TRUNK DIAMETER (IN) MA- MADRONA O ur OK -OAK W 4 ° TYPE CH--CHERRY i g 5 EVERGREEN TREE CE =CEDAR$ a OF- -DOUGLAS FIR EF !'' it HE -HEMLOCK K1 W pi =PINE 195.2 EVG- EVERGREEN NC c i HEIGHT ACL IF MEASURED lie o NOTE: TREE DRIP ONES ARE NOT TO SCALE TREE SYMBOLS 11 , k m v REFERENCE TRUNK LOCATION ONLY. TRUNK DIANEIERS ssly WERE APPROXIMATED AT 3.5' 70 4' ABOVE GROUND LEVEL. am c TREES SHOWN ARE FOR REFERENCE ONLY AND 07HER �� Z TREES AND VEGETATION MAY EXIST. SITE INK MATION Q � 64300700600 TAX LOT NUMBER SITE ADDRESS 18220 RAILWAY ROAD SE W YELM, WA 98597 89 o N PHONE NUMDER X48 -499 Q TOTAALGLOT AREA 69,465 *SF.(14.S* ACRES) co Z PROJECT AREA 1600 S.F. Z 00 Q LATITUDE /LONGITUDE POSITION cc0 c co CGORDINAI E DATA AT PROPOSED MONOPOLE LOCATION: 83 HAVO 88 Z LL NAD LAT - 4656'45.47' N ELEV.- 342.0 FEET W LONG - 122'35'49.00' W F?1 BENCHMARK IS PUGET REFERENCE STATION NETWORK N FLD. CREW: CD/, ELEVATION DERIVED USING CPS FLD. BOOK: 167/( ACCURACY MEETS OR EXCEEDS 2C STANDARDS SURVEY REFERENCE CITY OF YELM 94ORT PLAT NO. SS-00- 8255 -11. RECORDS OF THURSTON COUNTY- WASHINGTON, BOUNDARY DISCLAIMER INS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD tNFORMATiOPL DRAWN BY: KJW/MAG ,Toe #: 01808.197 DATE: 2/26/07 CAUTION UNDERGROUND UTIUnES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY EE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT INE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 V HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -500- 424 -5555 1 OF 1 1' PVC CONOW W! (3) Ur PVC CONDUIT GENERATOR TO TELCO SOX FOR MONITORING 1r PVC CONDUIT GENERATOR TO TELCO BOX FOR MONITORING I -I/2- PVC CONDUIT WITH (3) N3THWN FROM GENERATOR TO TRANSFER SWITCH r PVC TO TELCO SERVICE POINT (7YM (SEE SHT. A•1 FORROURNG) ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHAG BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ANY LOCAL. CITY OR COUMY CODES THAT MAYAPPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NEC), SEE SHEET E-2 FOR GROUNDING PLAN AND DETAILS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING, FAING, INSPECTING. AND TESTING AS REOUIMD BY THE PERMITTING AUTHORITY AND VOICESTREAM WIRELESS. 4, UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CNLORIDE CONDUIT (PVCI, SCHEDULE 40,TYPE 1. CONFORM TO UL ARTICLE 851, AND MANUFACTURED BY WESTERN PLASTICS OR CARLON. ALL BENS SHALL BE 30` MINIMUM RADIUS. 5. CONTRACTOR SHALL CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES PRIOR TO ANY EXCAVATION OF THE SITE SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 6. ALL EQUIPMENT. WIRING, AND MATERIALS MUST HAVE A UL LABEL 7. CONTRACTOR SHALL PROVIDE AND INSTALL (1) r PVC CONDUIT iMTN PULL ROPE FROM THE TE LOO SERVICE PROVIDER DEMARCATION POINT TO THE TELCO DEMARCATION POINT WITHIN THE PROPOSED SITE AREA S. CONTRACTOR SHALL PROVIDE AND INSTALL (1) r PVC CONDUIT FROM ELECTRICAL SERVICE PROVIDER DEMARCATION POINT TO METER BASE OR SERVICE PANEL MUM APPLICABLE) WITHIN THE PROPOSED SITE AREA 9. CONDUIT USED INDOORS SR" BE EMT. CONDUIT USED OUTDOORS SHALL BE RMG ALL COUPLINGS SHALL BE RIGID STEEL. COMPRESSION TYPE FOR EMIT. SET SCREW FITTINGS ARE NOT PERMITTED FOR ANY APPLICATION. RMC SHALL BE USED FOR ALL STUB UPLL W. WMS AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION. CABLE SPLICES ARE NOT PERMITTED. 11. ALL JUNCTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE (OR APPROVED EOUAL). DESIGNATNGALLC(RCUIT NUMBERS CONTAINED WITHIN EACH SOX. 12. THIS DISTRIBUTION PANEL SHALL HAVE A TYPED LEGEND SECURED INSIDE THE ACCESS DOOR IDENTIFING THE LOADS OF ALL CIRCUIT BREAKERS, 13. CONTRACTOR TO INSTALL CONDU)TSEALING COMPOUND. BLACKBURN DX DUCT SEAL OR EOUMt. FOR ALL CONDUITS AFTER WIRING IS PULLED AND TERMINATED. ♦ +\ - -- / + t UTiLiN SERVICE N+RAME AND EOUlPMENT NT } (SEE S. A,% DETAIL 2) / + + + + ,}/ YPVC W /(3) It NO THWN CU TO POWER SERVICE POINT(TYP) \' (SEE SHIT, A4 FOR ROUTING) \\\ ` + r \\ }� r / o ``t + J q x 1 4- PVC TO TELCO SERVICE POINT(TYP) A x (SEE SHT. A•1 FOR ROUNING) _J A 7 PVC TO POWER SERVICE POINT (TYP) (BEE SIT. A-1 FOR ROUTING) N ELECTRICAL SITE PLAN 22A34 SCALE: Vr= T 17x17 SCALE: lAr T ceNwToR TO Be GENERAL MOOEUJ sGo154181W.P11DYYY CMT CRITICAL EXHAUST SILENCER, 75AH. 12V 25F BATTERY, 2A TRICKLE SATTERYCHARGER, BLOCK HEATER, IWA MAIN LINE CIRCUIT BREAKER, UNIT VIBRATION ISOLATORS AND NEMA 3R LOCK48W ENCLOSURE. TRANSFER SNITCH TO BE GUARDIAN (GENERAL) MODELN 04635 a1 r FVC UA9 FROM (3) M THWN IN r CONDUIT UrLrIYCCMPANY �• — — -� — ~ rTRAAKFER SWITCH — — — M1UMEETERING i GUARDIAN ELftGENERAC MODEL M!A 04946 20M 1 I RASE I I - - - -J I GROUND _ PER NEC (3) N3 THWN IN GROUND I-r CONDUIT - PER NEC (3) an THWN IN r CONDUIT , SERVICE —PIN EL'PP ?" — — — 200 AMIP WMHl4N BREAKER 12M NEMA 3,R ENq.OSIIRE 120240Y. 10.3W I I 2OW I I I I I J ^ ^ 2D/1 60x2 302 20f1 V_SpvpL`EV_ — GROUND BLOCK , TM Gm PER NEC HEATER ReC. 1004 PER NEC I pT SEAIES COMMERCIAL POWER 43ENEPAC 1. s ELECTRICAL ONE LINE DIAGRAM! Et SCALE: NONE PANEL SCHEDULE CIRCUIT CIRCUIT DESCRIPTION DESCRIPTION PPC RECEPTACLE O ' BLOCK N —e� � —e --e —o HEATER o--- o- a— e-- PANEL "PP1" SCHEDULE E -1 SCALE: NONE PROPERTY OF T- MOBILE AUIOMATK:TRRNSFBR 3W(fCJi MOUNT ONALTOWTIC TRANSFER WATCH PROPERTY OF T- MOBILE iooA PANEL 120WOV. 10.3W MOUNT 014 PANELBOAM PROPERTY OF T- MOBILE 20AW GLMMTOR MOUNT ON GENE"I'm PROPERTY OF T- MOBILE I000ALLONUOUW PROPANEFUELTAW MOUNT ON FUEL TAM ELECTRtCAL (2) #12 S (1) N72 GND IN 3W PVC TO GENERATOR BLOCK HEATER PANEL mm "PP1" (2) 11,128(1) 012 GND IN Ur EMT ■-- TO DUPLEX GFI RECPTACLE (5) 010 IN 314- EMT TO TVSS (3) N6 8 (1) N8 GIRD M Y PVC TO PPC ELECTRICAL z BLOCK DIAGRAM \,tlJ SCALE NOW T- MOBILE 3- SE05198D I MOIRNT ONBTS EOIAPAIENT Ir— 4- T- MOBILE MOUNTONMETERBASE NOTES 1. ALL NAMEPLATES SHALL BE CONSTRUCTED OF BLACK FACE, WHITE CORE PHENOLIC PLASTIC OR OTHER APPROVED MATERIAL 2 oLIAENSIoNB OF NAMEPLATES SHALL BE 7 WIDE x 1-10 HIGH x 118- THICK, UNLESS NOTED OTHERWISE ON THIS DRAWING. 3. SECURE NAMEPLATES TO DESIGNATED EQUIPMENT WITH APPROVED ADHESIVE, FOLLOWING MANUFACTURERS GUIDURES, SITE EQUIPMENT a NAMEPLATE SCHEDULE \t1j SCALE NONE To e mMobile• 19807 NORTMOREEIL PKWY N 801MELL, WA 98011 01FFIO12 (425) 39134M :PROJECT 1NFORMATIONI ILKENSON ROAD /RAILWAV SE05198D 16220 RAILWAY ROAD SE YELfi% WA 98S97 :ISSUED FO11: BUILDING PERMIT = REVISION HISTORY: Na DATTi: DESCRIP ■-- m mm I■-- ■-- PLANS PREPARED BT-. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 208.8:114106 ^DRAWN BY: CHI" BY: =APPV. BY:: IAB, AAL BJT AM 1, •C H OAT �' ati yid' tr 0sam VNRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150 AGL STEEL MONOPOLE WITH STS EMAPMr Tf IN AFEMCED COMPOUND. :DRAWING INFORMATION: DO NOT SCALE ORAWINGS. 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 INFORMATX)H CONTAINED IN THIS SET OF DOCUMEMS IS PROPRIETARY BY NATURE, ANYUSEORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :DRAWING TITLE' ELECTRICAL SITE PLAN :DRAWING NUMBM E -1 BOND (4) CORNER FENCE POST TO SITE GROLVNDRING .. (SEE SKY. E.1. DETAIL 2) /'/ SEE GROUNDING NOTES 02 SOLID BARE TINNED COPPER VWRE � (TYP ALL GROUND BARS) \\ BOND MOB TOGROUND MGM LOCATIONS \ 1 / MG8 B2 ON ICE BRIDGE NEAR BTS EQUIPMENT \ 1 BOND ICE BRIDGESUPPOW r POLES TO GROUND RING (TYP) MGB AT BOTTOM OF POLE BELOW CABLE ENTRANCE PORT / \ +\ ( a \ \ \ (3) GROUND RODS AROUND MONOPOLE ' GROUND ROD MM OTES + \\ BOND MONOPOLE TO GROUND ROW bl'MEC"r- . CC��f1xm:nm(TYR) (SEE \\ (BEN DIrQN4ANOBM, \ P \ BOND AGO TO MGO .��• •,/ ' SONDPROPANETANK \ > • ,' TO GROUND RING \ AGB AT TOP OF POLE QTLY +\ BELOW ANTENNAARRAY �\ +\ BOND BTS EQUIPMENTTO tAC,B \\ 02 GREEN (ME SHT. E-k OETAM 5) �\ / \\ BOND GENERATOR TO GROUND RING {\ x \\ \ ct•cQ / x p� 4 X J BONOGATEPOSTTOGROUNNDWNGB BOND GATE POST TOGATE (GROUND CONNECTIONS PER SHT. E•3, 0BTA,LLg9' ) TYPICAL CADWELD BOND (SEE GROUNDING NOTE 4) (SEE SHT. E4 FOR ADDITIONALINFORMATTON) GROUND INSPECTION WELL (BEE SHT. 64, DETAIL 4) 1 SITE GROUNDING PLAN 62 22u34 SCALE: 114' =1' 11X17 SCALE: Ar-1' GROUNDING NOTES 1. GROUNDING SHALL COMPLYYM LATEST EDITION OF THE NATIONALELECTRICAL COOE(NEC). . 2 MINIMUM SENDING RADIUS FOR A GROUNDING CONDUCTOR IS LP. 3. NO SPLICES SHALL BE PERMITTED IN GROUND C.ONDUC TORS, 4. ALL GROUNDING CONNECTORSARE TO BE CLEANAND FREE OF PAINT AND DEERS AT THEIR BONDING SURFACES, AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS USE PENETROX OR EOUNALENTA #RIOXIDANT GREASE S. ALL GROUND BAR CONNECTIONS ARE TO Be 2 HOLE LUG COMPRESSION TYPE STACKED CONNECTIONS ARE NOT ACCEPTABLE BACK TO BACKCONNNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR ARE PERMITTED - S. ALL MECHANICAL CONNECTORS SHALL BE TORQUED TO THE MANUFACTURERS SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AMNMUM OF B'. 6 MAXIMUM RESISTANCE (TO EARTH)OFTHE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 OHMS. REFER TO GROUNO1NG NOTE 12 FOR TESTING REQUIREMENTS. S. TO PREVENT E'STASUSTBNGA' CHOKE' POINT, GROUNDWIRES SHALL NOT BE ROUTED THROUGH HOLES IN ANY METALOBJECTS OR SUPPORTS. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING SHALL BE BURIED 3W BELOW FINISHED GRADE 12. A CERTIFIED CONTRACTOR SHALL ADMINISTER ALL REWIRED TESTS FOR DETERMINING THE OPERATIONAL WALNtt OF THE GROUNDING SYSTEM, THE GROUNDING SYSTEM SHALL BE TESTED USING MEGGER OR APPROVED EQUIVALENT TESTING INSTRUMENT, THREE TESTS SHALL BE ISSUED FOR DETERMINING THE RESISTANCE OF THE GROUNDING SYSTEMi 1 TEST AT 100 FEET,1 TESTAT70 FEET, AND , TEST AT 35 FEET. THESE TEST LOCATIONS ARE GENERIC DISTANCES , ARE SUSJECTTO CHANGE.AND SHOULD BE VERIFIED CNA SATE BY SITE BASS. VOICESTREAMWI:E(ESS SHALL BE GIVEN 24 HOURS NOTICE PRIOR TO THE TESTING OF THE GROUNDING SYSTEM, THE COST ASSOCIATED WITH GROUND TESTING SHALL SEATTHEEXPENSE OF THE CONTRACTOR 13, ALL CONDUCTORS 8ONDI40 EQUIPMENT TO THE GROUND RING SHALL BE #2 SOLI) BARE TINNED COPPER WRE. UNLESS NOTED OTHERWISE. SYMBOL LEGEND .MGS MASTER GROUND BAR 1/4'.4'124' COPPER AGB ACCESSORY GROUND BAR 114X4'.12' OR 1/~120' COPPER IM EXPOSED YARINO - — — — - UNDERGROUND WIRING a CAOWELO • MECHANICAL CONNECTION 51Sk8' COPPER CLAD STEM. GROUND ROD INSPECTION PORT 1 GROUND T e mMobile- 19807 NORiNORBEN pxw TV BOTNELLr WA 9BO1 T of' "(ana99•TOOO :PROJECT INFORMATION: ILKENSON ROAD/RAILWAY SE05198D 16220 RAILWAY ROAD SE YOLK WA W597 - ISSUED FOfh BUILDING PERMIT REVISION NISTORYL Na OAT& DESCRIPTION: 137-1 APPV. BY: 82': I' PLANS PREPARED BY: S. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY2 CNK. BY: =APPV. BY: rlAD, AAL BJT AM L LICENSUM L' EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY Wl ANTENNAS LOCATED ON ISM AGLSTEEL MONOPOLE WITH STS EQUIPMENT IN A FENCED COMPOUND. DRAWING MFORMATIONI: DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OFANNY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS S PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH S RELATED TO NAMED CLIENT S STRICTLY PROHIBITED. DRAWING TITLE: GROUNDING PLAN DRAWING NUMBER: E ®2 IM MEN I' PLANS PREPARED BY: S. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY2 CNK. BY: =APPV. BY: rlAD, AAL BJT AM L LICENSUM L' EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY Wl ANTENNAS LOCATED ON ISM AGLSTEEL MONOPOLE WITH STS EQUIPMENT IN A FENCED COMPOUND. DRAWING MFORMATIONI: DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OFANNY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS S PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH S RELATED TO NAMED CLIENT S STRICTLY PROHIBITED. DRAWING TITLE: GROUNDING PLAN DRAWING NUMBER: E ®2 DUA4POLEANTENNA. (TYPa GATE POST, TYP. I i FLEXIBLE COPPER BRAID SURNDY TYPE BL WITH SLEEVES ON EACH END DESIGNED FOR CADWELDS OR EQUAL FENCE POST --\ CADWELD CADWELD, TYP, ANTENNA JUMPER CABLE, - SEE SHEM RI-1 AND RF=2 FOR DETAILS 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o SONDIMTOANTENNAMOUMI"AI2 r 000000 O 000000000000000000000000 000 000 O 000000000000 00 p0 fTRE81.DNT 00000 - r O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 DQ w O 00000000000000000000000000 000 O 000000000000 00 �• 00 \/ 0 0 0000000000000 0 0000000 0 0 92 THIN GREEN TO LNAEQUPMENT- SEESHEETRF2 .� ANTENNA MOUNT FORADDRIONALINFORMATION ,• `� --? `,� 92 SOLID BARE TINNED COPPER AGB MOUNTEDTO CONCRETE FOOTING MONOPOLE DIRECTLY GROUND AND WEATHER N2 SOLID BARE TINNED BELOWANTENNAS PADDFIND am, INSTALL COPPER BELOWANTENNA%(rYPa CONCRETE FOOTING GROUND TAIL, ITYP.) FENCE GROUNDING DETAILS 2 ES N.T.B. B1 TRW G!MEN ROUTED WITHANTENNACASLES COA%W.CASLE,SEE EQUIPMENT JUMPER SHEETS RF -1 AND RF,2 CABLE, SEE SHEETS RF-1 FOR DETAILS MP) ANDRF•2FORDETAILS BOND ALL B•TS EQUIPMENTTO MGM -0THW GREEN MP) . GROUNDAND WFAIHERPROOFBRi WTS, LOCATED NEAR EQUIPMENT,(TYP.) MOB MOUNTED TO s2 THIN GREEN MP) 00 o,LOeee e MONOPOLEAT BOTTOM 1 1 MOUNT MGSON ICE BRIDGE 1 °o °e °o °e NEAR 87SEQlAPMEOTi � - BOND CABINET ORO. BAR TO GROUND RUB -S2 SOW BARE iitRiED COPPER �` ----- - - - - -- �Sf1'E QRDUNDOCG R0IG 1 I �— / . -- ------ - - - - -- —___ -�-- —� --j-- — 42 SOLID BATE TINNED COPPER WIRE BOND MGB TO GROUND RTNG42 SOLD BARE TINNED OOPPER(TYP ALL ML'S) ,) ANTENNA GROUNDING RISER E3 RTS. T - - Mobile® 15807 NORTNC"m "MY N MTNELL, 10A 08011 OFFICE (nS) 088.7800 PROJECT INFORMATION: ILKENSON ROADIRAILWAY SE06198D 18220 RAILWAY ROAD SE YELM, WA 98597 :ISSUED FORD BUILDING PERMIT - EG11RMENT: [WIRELESS COMMUNICATIONS FACILITY WIANTENN63 LOCATED ON A IW AGL STEEL MONOPOLE WITH STS EQUIPN%NT IN A FENCED COMPOUND. -DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS ANDONSSIONS. ALLPREVIOUSISSUESOFTHLSORAVANG ARE SUPERSEDED BY THE LATEST REVISION. THE (-FORMATION 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 T1TLEs ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: . E -3 NARGER GROUNDNG BAR OW14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN 02 GREEN NST COPPER WIRE TO AGB AT TOP TOP OF POLE COAX CABLE GROUNDING KITS WITH TYPE TA TYPE VN TYPENC TYPE SS LONG BARREL COMPRESSION LUGS. OD GROUNDING BAR INSTALLED BY CONTRACTOR. YGBI14412G OR EQUAL ANTENNAMOUNT GROUND COAXCASLE GROUNDING KITS TYPE W TYPE VS TYPE VB TYPE PT � ® m 02 SOUD BARE TINNED 9 COPPER WIRE TO GROUND 8 (2) PER MGB RING PROVIDE 02 GREEN INSULATED COPPER WIRE TO MGB _ AT BOTTOM OF POLE TYPE GT TYPE GY TYPE GR TYPE GL O = CADWELD e �1 TYPICAL CADWELD CONNECTIONS £4 N.TS. m MGB AT BTS EQUIPMENT AGO TOP OF POLE A BOTTOM OF POLE GROUND BAR DETAILS E4 N.T.S. BUSS BAR OR FLAT SURFACE OF EWR I WItEWAY N(ILUX ANTI-OXIDIZING COMPOUND 3B' S.S. HEXNUT ' 3!B' x 1'M Hf7CBOLT METAL FRAME WITH SOLD LID ENGRAVED WP GROUND' ON LID OF COVER W11'0 LIFT HOLE AT CENTER OF COVE R — 3B' SS STAR 3V S.S LOCKWASHER (TYP.) 1 4 WASHER (TYP.) 3!S' X 1t2• SS FIAT COVER WASHER (TYP.) 3 Z GROUND WELL 12` 0x24• LONG CONC. PIPE WITH COVER (SEE ABOVE) TWO HOLE COMPRESSION CRIMP TOP OF GRADE LUG 402) DfiTAIL IS TYP. OF TWO NIL'S d BOLTS 62 STRD. GREEN ' 02 BARE TINNED COPPER INSULATED WIRE f^ LOOPED IN TEST WELL � W O w O C - � NOTES 10 MAIN CONDUCTOR COPPER CABLE 1. R ALL GROUND WIRES FOR ELECT. AND OTHER EQUIPMENT. . O SB'30 COPPER CLAD STEEL GROUND AM 2. THE ENTIRE LUG AND AREATO BE SPRAYED O CAOWELO TYPE TA• WITH CLEAR LAQUER OR COLD GALVINI�VG 6AT` GROUND ROD PERIMITER GROUND RING ® CADWELD TYPE'GT• 3. GROUND LEADS TO BE CADWELDEDTO GROUND RING. Q. GROUND ROD CONNECTION 64 N.T.S. -- - 4 GROUND INSPECTION WELL X51 TYPICAL CABINET GROUNDING DETAIL lS4 N.T.S. E4 N.T.S. J. - - M®bile- 19807 NGMND"o m" 1111 BOTHP.LL. 1NA 9801/ 0PMC2 (425) 39&TS00 = PROJECT INFORMATION: ILKENSON ROAD /RAILWAY SEOS198D 16220 RAILWAY ROAD SE YELK WA 98587 'ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: Ne, DATE: DF.SOMPTLOTR CUM APPV. BY/ BY: 'PLANS PREPARED BY: 1 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 891.1106 DRAWN BY: CHK. BYI = APPV. BY: L�ABsAAL BJT AM r LICENSURE: Q �.T H onus ;7Wi �"SlpNgD, EX%RC4 08/2107 `' EQUIPMENTII WIRELESSCOMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 1SV AGL STEEL MONOPOLE WITH STS EQUIPMENT N A FENCED COMPOUND. DRAWING INFORIIATIQN: 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 BYTHE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IB RELATED TO NAMED CLIENT 6 STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL GROUNDING DETAILS DRAWING MEMBER: Em4 ■ Y MEN MIN 'PLANS PREPARED BY: 1 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 891.1106 DRAWN BY: CHK. BYI = APPV. BY: L�ABsAAL BJT AM r LICENSURE: Q �.T H onus ;7Wi �"SlpNgD, EX%RC4 08/2107 `' EQUIPMENTII WIRELESSCOMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 1SV AGL STEEL MONOPOLE WITH STS EQUIPMENT N A FENCED COMPOUND. DRAWING INFORIIATIQN: 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 BYTHE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IB RELATED TO NAMED CLIENT 6 STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL GROUNDING DETAILS DRAWING MEMBER: Em4 SITE LOADING CHART ANTENNA SECTOR ANTENNA MODEL VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT RADIATION CENTER CABLE LENGTH COAXIAL CABLE NUMBER OF COAX RUNS A-1 ALPHA TMBXX- 6516 —R2M TWXX- 6516 —R2M ANDREW 35' TBD 147 - -9- 150' t ANDREW i -5/8' DIA. 6 A -3 ALPHA A-4 ALPHA A -2 ALPHA B —i BETA TM8XX- 6516 —R2M TMBXX- 6516 —R2M ANDREW 120' TBD 147' -9' 150' f ANDREW 1 -5/8" DIA. 6 B -3 BETA B-4 BETA B -2 BETA G-1 GAMMA TMBXX- 6516—R2M TMBXX- 6516 —R2M ANDREW 240' TBD 147' -9" 150' i ANDREW i -5/8' DiA. 6 G-3 GAMMA G -4 GAMMA G-2 GAMMA GPS — 58532A SYMMtTRICOM — — TBD 12' -0' ANDREW 1/2" DIA. 1 911 — BSOB18U8 COWEIJO — — TOD 12' -0' ANDREW 1/2' DIA. 1 Tx & Rx FREQUENCIES FOR SEATTLE MARKET, -- TIC 19� • 1979 MAL 1994 -1965 Mhz FIX iBBS -1895 Mhz. 19W- S905Mhx NOTE 1. ALL COAXIAL CABLE COAIfECTIONS TO BE WEATHER PROOFED. 2 CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. a TAGGINGI ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR COLORED ELECTRICAL TAPE SHALLMARK EACH END OF GABLE AND EACH END OFJUMPERRS AS CLOSE TO EACH ENO AS POSSIBLE. VOTTO INTERFERE WITH WEATHERPROOFING.) 4. COAXIAL"04219 SPECIFICATIONS REQUIRE CABLE SUPPORTEVERYT -r ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEETTRBS REQUIREMENT. S. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.) 8. PROVIDE HEAT SHRINK M PLACE OF TAPE FOR QUAD POLES AND TMA'S, TYPE'N' CONNECTOR IN 8A� OFANTENNA STANDARD MOUNTING HARDWARE Jf' r-r — 13M 911 ANTENNA DATA NEUMNICAL SPECURGATPUM PART 9 HEIGHT DIAMETER WEIGHT -T- CONNECTORS 680318/8 15 in 1.35310 4110 (1)TYPE'CE STANDARD MOUNTING HARDWARE SSMNTI HECTRLCAL 3 P7(iCIFICATIONSI FREQUENCY I GAM I VERTICAL B.W. I VSWR I POWER NANOLM 825.898.19541990Mkz UNITY 1 75' 1 <2.1 1 2M WATTS ELECTRICAL TAPE: 3 LAYERS WITH rTAPE AND 3 LAYERS IN 3717 TAPE (ALL WITH MINIMUM 50%OVFIRLAP). SUTYL TAPE ALL TAPE ENDS SHALL BE CUT (OONDTSTRSTC4 CONNECTORS ELECTRICAL TAPE IA (ALSO KNOWN AS MASTIC. TAFFYTAPE) COAT WITH 3M SCOTCHKOTE SPRAY SEALER STEP 1 STEP 2 STEP 3 M COAXIAL CABLE WEATHERPROOR RF-1 SCALE:NTS ANTENNA AND COAX GENERAL NOTES: 1, ALLANTENNA AND COAXIAL ANTENNA CABiPTO BE FURNISHED BYT-AlOBu AND INSTALLED BY CONTRACTOR 2 COAX COLOR COOING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: SECTOR L040THOFCASLERUM ANTENNA DESIGNATION- COLOR CODING MINSENDMGRAOIUS Al 1 REDBAND AS- :RED&GREY BANDS CftYTAU6 ULTRASITES A3 - 3 RED SANDS All- 6 RFD & GREY 8ANOS ALPHA SECTOR A4 - 4 RED N SAS 101'-0' THROUGH lW- ' 73'0 A2 - 2 RED GANGS 1-W3`0 201 PPD 81 - 1 - GREEN BAND B3.5 GREEN & GREY SANS CITYTALK 83 9 GREEN BANDS 88- B GREEN& GREY SAWS BETA SECTOR 54 - 4 CTREEN SANDS S2 2 GREEN BANDS G1 1 YELLOW BAND G5- 8 YELLOW & GREY BANDS G3 s YELLOW BANDS G&- 0 YELLOW GREY SANDS GAMMA SECTOR 134 4 YELLOW SAMS (32 - 2 YELLOW BANDS 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORMW SITES FOR OMNI SM. USE THE ATO, BTO. & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAMGED WITH COLOR CODING AT (21 PLACES USING I'VADE WEATHER PROOF COLORED VMYI-TAPE AT THE FOLLOWING LOCATIONS: 61 • ATANTENNA CONNECTION WJ -AT ENTRY TO EOUIPMENTCASIIET S. RUN COAX IAL CABLE WITH MINIMUM I2' SLACK & lr FROM EDGE OF EQUIPMENT CABINETS. ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE). LIP TO TOWER LEG (IF APPLICABLE). & DISTRIBUTE TO EACH ANTENNA OEVNCE. FURNISH AND IHSTALLA MINIMUM OF (3)GJGUND KITS PER COAXIAL CABLE ACCORDBJG TO ELEMRtCAL ORAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE. & CABLE DIAMETER WITH PROJECT MANAGER. TYPEOFEOUMNFM L040THOFCASLERUM DIAMETER OF CABLES MINSENDMGRAOIUS CLTYTALIG ULTRASITES Y-0'. 5-0', & 117-0' JUMPER RUNS RUNS 1/2'9 ti'RAO CftYTAU6 ULTRASITES 3'- 17.5-0.&101-0` FLEX JUMPER RUNS 11r0 4• PAD ULTRASITES a, THROUGH 1004- 71WO 117 RAD ULTRASITES W LNA 101'-0' THROUGH lW- ' 73'0 117 RAD ULTRASITES 1571.17ANOGREATFR 1-W3`0 201 PPD CLTYTAK 17 THROUGH IW4' 718'0 10, RAO CITYTALK 131•46' AND GREATER 1 -:B• 0 217 RAO COAXIAL CABLE SPECIFICATIONS %CY SCALE: NTS OROUNOMG CLM SLOT FOR AOJUSTA8LE 8ANO CLAMP 1!4'20 HARDWARE GROUNDING STRAP ASSEMSLY r n:aROUNDLE,w FIGURE 1 PUTTY TAPE FIGURE 3 FIGURE 2 :ADJUSTABLE 98 GROUND LEAD SAND CLAMP —GROUNDING CLAMP :TWOHOLE COMPRESSION CRIMP LW (9:) FIGURE 5 FIGURE 6 TO GROUND 8AR COAXIAL CABLE GROUNDING SCALE: NTS T' mMoblle- 19807 HORTHCREEK VXWY H BOTHELL, WA 98011 OFFM (425) 388.7680 :PROJECT INFORMATION: ILKENSON ROAD/RAILWAY SEO5i98D 16220 RAR.WAY ROAD SE YELM, WA 95897 :ISSUED FOR: FBUILDiNG PERMIT :REVISION HISTORY: No. DATE: DESCRIF .-- .-- ■-- E-- PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSViLLE, WA 98270 206 - 851.1106 DRAWN BYL CHL BY. '" APPV. BY: C AB,AAL 8.1T T I AM . LiCENSURE: L EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY WIANTENNAS LOCATED ON A 1W AGL STEEL MONOPOLE AM STS EQUIPMENT M A FENCED COMPOUND. DRAWING iNFORMATiONL IF DO NOT SCALE ORAWMGS. CONTRACTOR MUST VERIFY ALL DIMFIJSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISS IONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, THE INFORMATION CONTAINED M THIS SET OF DOCUMENTS W PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLEM 6 STRICTLY PROHIBITED. DRAWING TITLE: RF DETAILS DRAWING HUMSER: RFm I SECTOR A GSM -1900 FLEXI RRU LEGEND: 3' FLEX JUMPER CABLE 6- FLEX JUMPER CABLE COMAL GSM maU: .rr.� JW - - - - -- - - -- CABLE- 150' ^- ^---- - - -. ^- CASE - 150' 1 -5/8' C CABLE - 1 -5/8' CMXIAL CABLE - 150' SECTOR B tea. 1L GSM -1900 a F -150' 1 -5/B' rxL xx CAME - 180' 2 ------- - - - - -- N {F Iu SECTOR C GSM -1900 FLEXI RRU 1 -5/8- COAXPI. CABLE - 150' 1-5/8r COAXW. CARE - 150' COAXIAL - 15D' 1 -5/8' COAX61 A-1 CABLE - 150' A-3 I MOTH N 1-5/8• COAXW. A-2 CABLE - 150' 1 7.7'(1960" ANDREW 7MB18L- 6516 -R2M I .SFg(11m) 1 -5187 COAXIAL A-1 CABLE - 15V TYPE'RF' A-3 DUAL STUNG TMA ALAS OPMAL -150, 0_ COAXIAL CABLE DIAGRAM N.T.S. Cl A-1 �r == A-3 I MOTH M4 WEIGHT A-2 9'(228mm) 1 7.7'(1960" ANDREW 7MB18L- 6516 -R2M I .SFg(11m) CONNECTORS A-1 PARTNAME TYPE'RF' A-3 DUAL STUNG TMA ALAS ELECTRICAL SPECTFWATTORSs FREQUENCY I= GAIN 1585.42456SA2MHe A-4 1710-1755 MHz A-2 12 & 1 B -1 �r == II B-3 go -�- B-4 B-2 ANDREW TMB)IX- 6516 -R2M B-1 B-3 B-4 B -2 -- -1 == == ----- - - -iC- MIS (ELM OF 6) C-3 3 zw 0-4 C-2 MDREYf TMBXI-651S -R2M C C-3 Am C-4 C -2 SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDURE DESCRIBES THE TESTAND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS: 1. TEST EQUIPMENT SHOULD CONSIST OFA SWEEP OSCIUATOR SET TO RUN BETWEEN 1600 AND 2000 MHz, DREOTIOHAL COUPLER WITH ATLEAST 3509 DIRECTNITYAND SCALAR NETWORKANALYZER WITH RESOLUTION OF BETTER THAN G208. A MATCHED W Ohm LOAD AND SHORT CIRCUITTERMINATtDN AREA= REQUIRED. 2. SETUP THE RETURN LOSS MEASURING SET AS PER THE MAMFACTURERS 04TRUCMW AND CALIBRATE WITH THE SHORT (O dB RETURN LOSS VSWR - INFINITY.) 3. INFORM THE OPERATIONS STAFF AT THE SWITCH THAT SWEEP TESTS ARE TO BEGONAT THE SITE SO THAT THEY CAN DISABLE TRANSMISSION TO AVOID POTENTIAL TRX DAMAGE WITH THE ANTENNA PORT OPEN, (IF APPUCASLE) 4. COMPOSITE RETURN LOSS: DISCONNECT THE BOTTOM JUMPER AT THE STS AND CONNECT R TO THE MAIN PORT OF THE BRIDGE. RETURN LASS OF THE COMPOSITE JUMPERS, FEEDERS, AND ANTENNA SHOULD M < -1808 (VSWR- 1.6:1) BETWEEN ISW AND 2000 MHz. 5. FEEDER RETURN LOSS TURN OFF THE SWEEP GENERATOR, DISCONNECT THE TOP JUMPER AT THE ANTENNA AND CONNECTA DUMMY LOAD TO THE END OF THETOP JUMPER WITH A DIN -N ADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOMJUMPER. THE RETURN LOW SHOULD NOT EXCEED .1806 NSWR> 1S:1) BETWEEN ISM AND 2000 MKL C FEEDER INSERTION LOSS: REPLACE THE LOAD WITH ASHORT CIRCUIT TFRMINAT04AND MEASURE THE MAXIMUM AND MINIMUM RETURN LOSS BETWEEN 1800 AND 2000. ADD THIS TOGETHER AND OMM BY 4 TO GIVE THEAVERAGE 1 WAY INSERTION LOSS WHICH SHOULD BE <308. 7. WINE CONDITIONS IN 4, 6, AND 6 ARE METTHEN THE TESTIS COMPLETE 7418 BAD BUT 5 AND 6ARE OKAY THEN REPLACE THE ANTENNA AND RETEST. IF 5 AND 6 ARE BAD THEN MEASURE RLOF MAIN FEEDER ONLY. WRETURN LASS tMPROVESTO -81 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2 dB THEN REPLACE OR RETERMINATE THE BOTTOM AND TOP JUMPER. OTHERWISE REPLACE THE MAIN FEEDER RUN. NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING OF ANY FAULTY HARDWARE. S. ALL TEST RESULTS SHOULD BE CLEARLY MARKED WITH SITE. FEEDER NUMBER DATE. AND MEASUREDTWE. I mIill DUAL SAND TMA DATA UTAM LIOAL 8PEQ FmTIOMS: PART LENGTH I MOTH DEPTH WEIGHT E16SW74 9'(228mm) 1 7.7'(1960" 6- (127mm) I .SFg(11m) CONNECTORS MOUNTING CONNECTOR PARTNAME TYPE'RF' 7 -18 DIN FEMALE DUAL STUNG TMA ALAS ELECTRICAL SPECTFWATTORSs FREQUENCY I VSWR GAIN 1585.42456SA2MHe POWER HANOLMO 1710-1755 MHz 1 <2.5 12 & 1 10.24 v0t r r Eli TYPE w CONNECTOR IN SASE OF ANTENNA CPS ANTENNA DATA NECHAIIICAL SPEOWIrATICM1 PART# LENGTH DIAMETER WEIGHT WFJGNT 565M BA2'(163mm) SS4'0(Wmm) 15 -(427N 34.610s CONNECTORS MOLWM40 HARDWARE OPTION AU6 MOST TYPE N ELMRICAL SPEOWMATIONS: FREQUENCY FREQUENCY I POLARZATON I MIN I VSWR I POWER HANDLING 1585.42456SA2MHe jRIWff44ANDCF=AAR I >30081 1 <2.5 1 260WATTSCW ANDREW ANTENNA DATA UEONANICAL SPE069OATOMI PART# FREIGHT WIDTH DEPTH WFJGNT TMBxX351"m 51 119 89 34.610s CONNECTORS STANDARD MOUNTTNG HARDWARE INCLMED 7 -16 D1N, FEMALE (4) E3ECTRICALSPECIRCATI01M FREQUENCY 1POLARIZATION1 GALA I VSWR I POWER HANDING 1710$155 1 45't I 17.6&08 f tM(76.6 1 250 WATTS Tow IS -Mobile - 19807 HOATNCRw K Pwv N BOTHELL, WA OWL I OFFICE (629) 398-:666 PROJECT INFORMATION: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: BUILDING PERMIT 11REVISION HISTORY. r Nw DATis OESCRIP'11ONs OHM APPV. BVs BYs =PLANS PREPARED BY; B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1906 DRAWN BY.- CHK. BY: = APPV. NY- - AS, AAL SJT AM L. LICENSUREI WIRELESS COMMUNICATIONS FACILITY W1 ANTENNAS LOCATED ON A 15DAGL STEEL MONOPOLE MTN STS EQUIPMENT IN A FENCED COMPOUND. DRAWING INFORMATION: 00 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 THE SET OF DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT 15 STRICTLY PROHIBITED. DRAWING TATLE: RF DETAILS :DRAWING NUMSM RFm2 Em Em C C�, =PLANS PREPARED BY; B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1906 DRAWN BY.- CHK. BY: = APPV. NY- - AS, AAL SJT AM L. LICENSUREI WIRELESS COMMUNICATIONS FACILITY W1 ANTENNAS LOCATED ON A 15DAGL STEEL MONOPOLE MTN STS EQUIPMENT IN A FENCED COMPOUND. DRAWING INFORMATION: 00 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 THE SET OF DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT 15 STRICTLY PROHIBITED. DRAWING TATLE: RF DETAILS :DRAWING NUMSM RFm2 SO' `~ as - --�_ -- `�`~ �--� � PROPOSEOOOUOlASF1A ��. PROPO"DT -MMLE .+ FV4CED EOUIPMENTARFA 20' �i �•,��_ PROPOSED EMERALD GREEN ARSORWAE w {P) ST z 50' LEASE AREA N 1 LANDSCAPE PLAN L•1 ZbM SCALE: llr =1' 1107 SCALE: il1C' a Y LEGEND SYMBOL oTY. NAME SIZE coMMENrs EMERALD GREEN 54 ARBORVTTAE MI)L 4' M. SPACED EVENLY (Thu11s oCtlderna6) DOUGLAS FIR 14 IP4eucNSUee mervlosH MIN. 6'M. 6' Mw SPACING var. rcmnz>esG7 ®sALAL as o.a TBD (GAIiLTHERIASHALLON) 1GAl. TRIANOUTAR SPACING NOTES T 19307 NONTNOpEFK PKWY N emNEL.b wa 98011 oFVtce (axe sm.Te93 PROJECT INFORMATION: ILKENSON ROAD/RAILWAY SE05t98D 16220 RAILWAY ROAD SE YELM. WA 98597 ISS1lED FOR: BUILDING PERMIT f:evf.nfnm fsf.ernfay. Na DATFi OESCRIP Emm nA :PLANS PREPARED St: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 :DRAWN SYt CNl6 BY: =APPV. BY: ABf AAL OJT I AM EQUIPMENT: WIRELESS COlAMUNICATIO)43 FACILRY 1Vl ANTENNas LOCATED ON a Tsa AGL STEEL MONOPOLE miners EoDIPMtr4r IN A FENCED COMPOUND. DRAWING INFORMATION: DO NOT SCALE ORANNNGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALt PREVIOUS ISSUES OFTHiS DRAWING ARE SUPERSEDED BY THE LATEST REVISKNL THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS N PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN YV1i1Cl1 IS RELATED TO NAMED CLIENT L4 STRICTLY PROHIBITED. DRAWItIG TIT LE: LANDSCAPE PLAN L'i SE YELM. WA 98597 ISS1lED FOR: BUILDING PERMIT f:evf.nfnm fsf.ernfay. Na DATFi OESCRIP Emm nA :PLANS PREPARED St: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 :DRAWN SYt CNl6 BY: =APPV. BY: ABf AAL OJT I AM EQUIPMENT: WIRELESS COlAMUNICATIO)43 FACILRY 1Vl ANTENNas LOCATED ON a Tsa AGL STEEL MONOPOLE miners EoDIPMtr4r IN A FENCED COMPOUND. DRAWING INFORMATION: DO NOT SCALE ORANNNGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALt PREVIOUS ISSUES OFTHiS DRAWING ARE SUPERSEDED BY THE LATEST REVISKNL THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS N PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN YV1i1Cl1 IS RELATED TO NAMED CLIENT L4 STRICTLY PROHIBITED. DRAWItIG TIT LE: LANDSCAPE PLAN L'i NOTES-. TOPSOIL NOTES 1. OVEREXCAVATE SWG RAGE AS REQUIRED TO PROVIDE FOR r COMPACCTEDDEPTH IMPORTED TOPSOILAND Y COMPACTED DEPTH MULCH. SCARIFYOR ROTOTILLSUBGRADE TOA MIN. 4- DEPTH. REMOVE DEBRIS 8 STONE LARGER THAN 3W IN ANY DIMENSION REMAINING ON THE SURFACE AFTER TILLING, 2. PLACE IMPORTED SANDY LOAM TOPSOIL IN TWO LIFTS: (1) PLACE MIN 4 -DEPTH TOPSOIL AND ROTaML TO A DEPTH OF I INCHES TO INCORPORATE NEW TOPSOIL WITH SUBSOIL IA POLLOWING TILING, PLACE NUN. &INCH DEPTH TOPSOIL AND COMPACT. PLANT STANDARD$ I. CONFORM TO WASHINGTON STATE DEPT. OF AGRICULTURE (WSDA): WASHINGTON STATE STANDARDS FOR NURSERY STOCK, ORDER NO. 1627 Z AMERICAN NATIONAL STANDARDS INSTITUTE TANSIY• ANS62 60.1.1886 AMERICAN STANDARDS FORNURSERYSTOCK 3. AMERICAN JOINT COMMITTEE OF HORTICULTURE NOMENCLATURE: STANDARD PLANT NAMES. CURRENTED11M DELIVERY, STORAGE, AND MANOUNG 1. PROTECT PLANT FROM HARM AND DAMAGE AT ALL TIMES. PROTECT TREES DURING TRANSPORT BY TYING IN BRANCHES AND COVERING ALL EXPOSED BRANCHES. JOB CONDITIONS 1. PLANT DURING PERIODS NORMAL FOR OPTIMUM GROWTH, AS DETERMINED BY SEASON, WEATHER CONDITIONS, AND ACCEPTED PRACTICE PLANTING OPERATIONS MAY BE CONDUCTED UNDER UNSEASONABLE CONDITIONS BY ACCEPTING FULL RESPONSIBILITY FOR ANY SUBSEQUENT. RESULTING LOSSES, UNDERGROUND CONDITIONS 1, BE FAMILIAR WITH UTILITY, MECHANICAL, AND ELECTRICAL PLANS SO THATOIGGING OPERATIONS 00 NOT DAMAGE LINES WARRANTY 1. WARRANT ALL PLANT MATERIAL FOR HEALTHY, THRIVING CONDITIONS FOR ONE YEAR FOLLOWING PLANT INSTALLATION. Z DURING GUARANTEE PERIOD. IMMEDIATELY REMOVE AND REPLACE ALL DEAD, DISEASED. DYING, BROKEN OR OISAPPEARED PLANT MATERIALS (DUE TO ANY CAUSE, EXCEPT AS NOTED 6ELOW} USE SPECIFIED PLANTS AND PERFORM AT NO ADDITIONAL COST TO THE OWNER, 1 DURING GUARANTEE PERIOD. THE GUARANTOR IS NOT RESPONSIBLE FOR REPLACING PLANTS DESTROYED OR DAMAGED BY VANDALISM, ACCIDENTS CAUSED BY OTHERS, OR ACTS OF GOD. PIANTOUALITY 1. PLANTS SHALL BE FRESH, WELL FOLIAGED, IN PRIME CONDITION WHEN IN LEAF, AND EXHIBITING NORMAL HABIT OF GROWTH. ALL LEADERS AND BUDS INTACT, FREE OF OISEASE. INJURY, ANDANY SIGN OF INSECTS. FREE OF SEEDS. WEED ROOTS AND OTHER CONTAMINANTS. Z PLANTS ARE TO BE NURSERY GROWN. 3. PLANTS TO BE ACCLIMATED TO THE PROJECT SITE ENVIRONMENTAL CONDITIONS. NO CCLO STORAGE PLANTS. 4. BAIL AND SURLAPPED( 688) STOCK IS REQUIRED TO HAVE A ROOT STRUCTURE SUFFICIENT TO INSURE SURVIVAL AND HEALTHY GROWTH, S. CONTAINER GROWN MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT TO HOLD THE THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND, FERTILIZER 1. FORMULA 4- 2- 2'TRA0SPLANTER'AS MANUFACTURED BY PACIFIC AGRO CO, APPLYAT RATE AS PER MANUFACTURER'S PRINTED INSTRUCTIONS. Z AGRIFORM TABLETS. 21-GRAM SIM AS MANUFACTURED BY AGRIFORM INTERNATIONAL CHEMICALS. INC. 20- IMANALYSIS. APPLYATRATEOR TREES: 4TASLETS SHRUM 1 TABLET MULCH STEERCO, GROCO. OR OTHER APPROVED COMMERCIALLY AVAILABLE FERTILE MULCH PLANT INSTALLATION 1. EXCAVATE PLANTING HOLE Z PLACE PLANT IN UPRIGHT POSITION IN CENTER OF PIT. REMOVE ANY ROOT COVERING AS DETAILED AND SPREAD ROOTS TD HAVE A NATURAL SPREAD AND DISTRIBUT ION. 3. BACKFRL WITH EXCAVATED MATERIAL, TAKE CARE NOT TO INJURE ROOT SYSTEM THOROUGHLY PACK AND PUDDLE SOIL AROUND ROOTS. 4. FERTILIZE AS SPECIFIED. S. STAKE AND GUY AS SPECIFIED 6. IRAEOIATELY AFTER COMPLETION OF ALL PLANTING, THOROUGHLY WATER PLANTING AREA THEN MUCH ALL PLANTING AREA TO A MINIMUM COMPACTED DEPTH OF2INCHES AND AS OETAAED MAINTENANCE 1. MAINTAIN PLANTING AREA FORA PERIOD OF ONE YEAR UNTIL THE END OF THE WARRANTY PEROG, Z WATER PLANTING$ AREAS BY THOROUGH SPRINKLING. PROVIDE AS NEEDEDTO KEEP GROUND MOIST AND PLANTS HEALTHY. PREVENT SOIL EROSION. S. PRUNE. CULTIVATE, FERTLIZE, SPRAY AND PERFORM OTHER NECESSARY OPERATIONS. 8awribhoVEALL6T7W03, SYNTNETICWAMallme MDRATWULLGLWa DNGWT OIIaFJ1p RWIDIRme amm r WW.CN- PERSPFG CAPATETIATWeIAIR AO TREE PLANTING /STAKING DETAIL L.2 NOT TO SCALE 3 SHRUB SPACING L-2 NOT TO SCALE ITAImA+d amrq aEGO GN 1NFJ<S a4TAUet I»acwooevaE OUSMPSMR02NLM t Re1ALLVarticv. seaPmlRW TRWaLTOSwma wrUHaan4aminmuslet eae: aEPIDrTt Au 8TRIRaa. aYNMSRCWMP4TN@4 PDRO RATOFAL 6URAP W1t61 oARFJaDVewaEeAaxer rut*04- PERSOQG cREAmmTFRNo$m P{AM8i0PR8F4ff L ASMA$PSWr-VMW 00WAMSYMMUST11M ANDw WtTOREINWa.W.m= fS*M*RFMW HQPAX Armagrumomm DAEKQCAWFY SM A$O GOTTmAwm. Wm ACEOPLANRWPrt SAC*lUTDSLWMYrpEa waormsuoamt 2 PLANTING DETAIL L-2 NOT TO SCALE OPENIRRSAPARCWO TRW W - F=6ACK Emm AW LMpFA mmm PALM ATW a1EV61.AS TOA FMTOMLAT T GIRD INM WR9FOR TRVNN.LEVSLLtlRI �• p aU0"%YKZeR supslouW"Gm WMIRDAMN NQOWWO omKRNIW FOUP= AtON4WOl,1ED fitus LY Fap6f1OW ruaA.mN RDTCEL , Y1 ODYPACl NATA2amllwm ' ' PIANTMO SFMM PIAtRMMSTOIELR PPl4�EPX1Am LAA WiTIMMkOPRCOMAIL q SHRUB PLANTING DETAIL L-2 140T TO SCALE Tol • •Mobile• 1880T NOBTHOIIE®C "I" N 60T1MIL, WA SMI OFFICE ("6/398.7900 PROJECT INFORMATION' . LKENSON ROAD/RAILWAY SE05198D 16220 RAWWAY ROAD SE YEUR, WA 96897 ISSUED FOR: BUILDING PERMIT :AEVISION NIS70RY: Ne DAM DESCRIPI omm Emm mmm mmm 0 `PLANS PREPARED By: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHI. BY: =APPV. BY: AB,AAL BJT AM - INRa4N'IIIGIfa: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A ISV AM STEEL MONOPOLE WITH STS EQUIPMENT IN AFENCED COMPOUND, DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVIBE 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 19 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED, DRAWING TINE: -. LANDSCAPE PLAN DRAWING NUMBER: L =2