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20140113 Full Size Site Plan 01282014■ ■ 0 obile WILKENSON ROAD /RAILWAY 16220 RAILWAY ROAD SE YELM, WA 98597 SITE NUMBER: SE05198D LATITUDE 46.945964 LONGITUDE - 122.596944 GENERAL LOCATION MAP DRIVIING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX f ¢w Y 4 — sm s vserwae a q4 _ aum &s �^ ? Luigmtra ��Iy PaTC yenta ggg Ohl g" A. x� ® IfthA. SE "a. l.aaeme Se yi Na s� FROM T- MOBILE BOTHE -LL 40FFICE 1: START OUT GOING SOUTH ON NORTH CREEK PKWY TOWARD NE 195TH ST. 0.1 MILES 2: TURN RIGHT ONTO NE 195TH ST. 0.2 MILES 3: MERGE ONTO 1 -405 S, VIA THE RAMP ON THE LEFT TOWARD RENTON. 24.4 MILES 4: 105 S BECOMES WA -518 W. <0.1 MILES 5: MERGE ONTO 1 -5 S T(DWARD PORTLAND, 37,5 MILES 6: TAKE EXIT 116 TOWARD MOUNTS ROAD /OLD NISQUALLY. 0.5 MILES 7. TURN LEFT ONTO NI£;QUALLY RD / OLD PACIFIC HWY. CONTINUE TO FOLLOW OLD PACIFIC yW SE 5.5 MILES 8: TURN LEFT ONTO ST -CLAIR CUT -OFF RD SE / WA -510, CONTINUE TO FOLLOW WA -510. 9.3 MILES 9'. TURN LEFT ONTO 1 S'T ST N, 0,3 MILES 10: TURN RIGHT ONTO 4RAILWAY RD NE. 0.2 MILES DISTANCE. MILES APPROXIMATE TE T TRAVEL_ TIME 1 HOUR 33 MINUTES CONTACT TITLE CONTACT INFORMATION T- MOBILE PROPOSES TO ADD (2) COVP (1 @ TOP, 1 @ BOTTOM), (2) FXFB, (3) FRIG, (6) DIPLEXERS. AND (1) HYBRID CABLE. T- MOBILE PROPOSES TO REPLACE EXISTING (3) DUAL ANTENNAS WITH NEW (3) TMBXX6516-R2M ANTENNAS. EXISTING (10) COAX FEEDERS, EXISTING (3) QUAD ANTENNAS, AND EXISTING (6) TMA TO REMAIN. (12) TOTAL CABLES ROUTE UP TOWER. DWG', DRAWING DESCRIPTION: T -1 TITLE SHEET & PROTECT DATA G -1 GENERAL NOTES A -1 OVERA LL PLAN A -1 1 ENLARGED SITE PLAN A-2 EXISTING SITE ELEVATION A -2.1 PROPOSED SITE ELEEVATION A3 GENERAL DETAILS Ad GENERAL DETAILS E -1 ELECTRICAL GROUMDING PLAN E -2 ELECTRICAL GROUPVDING DETAILS RF -1 RE DETAILS RF -2 RE DETAILS DWG'. DRAWING DESCRIPTION', PROPERTY RAILWAY ROAD PROJECTS LLC OWNER: 11710 VAIL RD BE YELM. WA 98597 TOWER RAILWAY ROAD PROJECTS LLC OWNER: 11710 VAIL RD SE YELM, WA 98597 PROGRAM TELCOPACIFIC MANAGER ', AARON IMPER 14636 NE 95TH STREET REDMOND WASHINGTON 98052 PHONE # (425) 622 -7874 PROJECT 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. T-MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILI WILL BE SERVICED ONLY BY T- MOBILE EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS, THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES, PURSUANT SE THE AMERICANS WITH DISABILITIES ACT PT FROM APPENDIX B SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT ACT, NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION . T- MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIPPER MONTH ATONE HOUR PER TRIP. CONSTRUCTION TELCOPACIFIC MANAGER'. ADAM GLENN 14636 NE 95TH ST REDMOND, WA 98052 PHONE #'. 509- 741 -0568 ZONING INFORMATION SITE NUMBER: SE05198D CONSULTING B.J. THOMAS, P.E. ENGINEER', 760780TH AVE NE MARYSVILLE, WA 98270 MOBILE #' 206 -851 -1106 SITE NAME: WILKENSON RD /RAILWAY SITE ADDRESS'. 15220 RAILWAY ROAD BE YELM, WA 98597 VICINITY MAP '� Ydm We1K fteciamaROn r {a`II'7 3g 2 A9ue7a . aye_. ��4 ° _ 1110 4 9 - r' p ro yb a° ¢� yw �,an,mirc µa luorp@ RY A,n� P" P" PARCEL #: 64300700600 CURRENT ZONING: LIGHT INDUSTRIAL SITE ACQUISITION'. TELCOPACIFIC BARBARA CHANEY 14636 NE 95TH STREET PHONE# REDMOND, 6 310 0477 APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS JURISDICTIO, TBD N' REV. PER REDLINES REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. GOVERNING CODE 2012 IBC CODE COMPLIANCE 4/25/2013 BUI LDING TYPE'. - -. CONSULTANT GROUP SI GN OFF ALL WORKAND 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 IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE SITE TYPE . UINSTAFFED TELECOMM FACILITY LANDLORD'S REPRESENTATIVE'S DATE'. ZONING', TELCOPACIFIC BARBARA CHANEY 14636 NE 95TH STREET REDMOND, WA 98052 PHONE #:206- 310 -0477 CONSTRUCTION COORDINATOR DATE'. UTILITY PURVEYOR POWERCOMPANY'. ESE PROJECT MANAGER. DATE', SITE ACQUISITION: DATE. ZONING. DATE: RE ENGINEER: T- MOBILE DARRYL SALK 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 MOBILE #425- 770 -0006 wl«ay Re 5E N 2 J 0 Jew�a Name W �^ 4. Pcotecnntai a} G1°"A °O aeayeaesw �e �'� �y r 9 h.� R6` ria 'P } $ b Yelm p� �C' CmemAe � SF' 3 �'e A'. 'aD` a A° �'c � e el Ave SE f aye 9 1wlrt Way SE TELCO COMPANY: QWEST 2012 INTERNATIONAL FUEL GAS CODE 2012 NFPA 54 - NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS ONLY) 2011 NFPA58- LIQUEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2012 INTERNATIONAL FIRE CODE 2012 UNIFORM PLUMBING CODE 2011 NATIONAL ELECTRICAL CODE 2007 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI- 101- UIESAF G 222 NFPA- 101 -LIFE SAFETY CODE RE ENGINEER'. DATE: ,� CALL 3 WORKING DAYS BEFORE YOU DIG _ 811 UTILITIES UNDERGROUND LOCATION CENTER L (ID,MT,ND.OR.WA) � ELECTRIC RED TEUCATV- ORANGE snTRACTRIC )ATAUTRFNHINCrIACFCURuer SEWER GREEN PROPOSED WHITE otiTnncTOS�L R EN rONIASTeiuu.cdkunrvce GASIOIL YELLOW WATER BLUE wmicuaarHT OSnn sTarvonos SURVEY -PINK LEGAL DESCRIPTION SECTION 19 TOWNSHIP 17 RANGE 2E QUARTER SW NE PLAT MCKENNA IRRIGATED TRACTS BLK 7 LT 5 SWLY 10F & LT 6 DOCUMENT 099 /044 ETM in •Mobile• WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206- 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC .AV ?M a is NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NO TITLE: TITLE SHEET = DRAWING NUMBER: T -1 JAN 2 N!,. 3 1/15/2014 UPDATE CODE COMPLIANCE& PROJECTTEAM BHT Al Q5 /1 512 01 3 REV. PER REDLINES BJT KC 4/25/2013 ISSUED DESIGN REVIEW BJT KC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206- 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC .AV ?M a is NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NO TITLE: TITLE SHEET = DRAWING NUMBER: T -1 JAN 2 N!,. GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS 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 NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUETOACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T- MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING. 4, THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES. SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENTAND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICI PAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S /ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T- MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S 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 TRANSITION. 13, THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING. OR OTHER CONSTRUCTION AS 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 FINISHES 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 IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK, IN ADDITION THE CONTRACTOR AND 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 2 -A OR 2 A OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION, 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY, 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T- MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. CONCRETE NOTES: 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED 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 -3IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ......................2 IN. #5 AND SMALLER & WWF.._.....11 /2IN. 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTINGEXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATEDSLAB, 6. INSTALLATION OF CONCRETE EXPANSION/NIEDGE ANCHOR SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURES, 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH, SURFACE SHALL BE FREE OF ALL 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 DISPOSED OF LEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS. ANDADJACENT BUILDINGS. 3. 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 STONE APPLICATION. 5, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK. SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATEDAS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, 7. THE AREAS OF THE CUSTOMER'S 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 SPECIFICATION LANDSCAPE WORK. 8, BEDDING MATERIAL FOR UTILITY LINES, 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 GRAIN SIZE DISTRIBUTION: SIEVE SIZE PERCENT PASSING 3/8" 100 NO 4 MESH 60 -90 NO. 8 MESH 045 NO. 16 MESH 0 -25 NO. 100 MESH 0 -2 NO. 200 MESH 0 -2 9. DIMES FOR TEMPORARY EROSION /SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. ABBREVIATIONS AC AIR CONDITIONER JT JOINT AFF ABOVE FINISHED FLOOR LAM LAMINATED ADO ABOVE FINISHED GRADE LF LINEAL FOOT AFS ABOVE FINISHED SLAB MANUF MANUFACTURER ALUM ALUMINUM MAX MAXIMUM AS ANCHOR DOLT MECH MECHANICAL L ANGLE MH MANHOLE ARCH ARCHITECTURAL MM MILLIMETER BTS BASE TRANSMISSION SYSTEM MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BM BEAM MPH MILES PER HOUR ROT BOTTOM MTL METAL B.O. BOTTOM OF NO NOT IN CONTRACT BOC BOTTOM OF CONCRETE NOM NOMINAL BOB BOTTOM OF STEEL NTS NOT TO SCALE CJ CONTROL JOINT OC ON CENTER CENTERLINE OR OUTSIDE DIAMETER CLG CEILING OH OVERHEAD CLR CLEAR OPNG OPENING CMU CONCRETE MASONRY UNIT OPP OPPOSITE COL COLUMN (P) PROPOSED ONC CONCRETE PCS PERSONAL COMMUNICATION CATION SYSTEM CONST CONSTRUCTION R PLATE C CONTINUOUS PR PAIR TR CENTER PSI POUNDS PER SQUARE INCH DIA DIA /0 DIAMETER PSF POUNDS PER SQUARE FOOT DTL DETAIL PT PRESSURE TREATED (E) EXISTING PAD RADIUS EA EACH RD ROOF DRAIN EJ EXPANSION JOINT REINF REINFORCED /REINFORCING ELEC ELECTRIC /ELECTRICAL REQ'D REQUIRED EL ELEVATION RM ROOM ED EQUAL R/W RIGHT OF WAY EW EACH WAY SCHED SCHEDULE EXP EXPANSION SECT SECTION EXT EXTERIOR SF SQUAREFOOT FD FLOOR DRAIN SIM SIMILAR FIN FINISH SO FT SQUARE FOOT FIN FLR FINISH FLOOR SS STAINLESS STEEL FUR FLOOR STD STANDARD PTO FOOTING STL STEEL GA GAUGE STRUC STRUCTURAL GALV GALVANIZED TEMP TEMPORARY GYP GYPSUM THK THICK GB GYPSUM BOARD T.O. TOP OF HM HOLLOW METAL TOS TOP OF STEEL TOR HORIZONTAL TOO TOP OF CONCRETE HR HOUR TYR TYPICAL HT HEIGHT UNO UNLESS NOTED OTHERWISE HVAC HEATING VENTILATION AIR CONDITIONING VCT VINYL COMPOSITION TILE INSUL INSULATION VERT VERTICAL INT INTERIOR W/ WITH WWM WELDED WIRE MESH LEGENDS & SYMBOL$ CHAINLINK FENCE X X= X X X X CEDAR FENCE POWER P P P P P P TELCO T- T -- T- T- T- T POWER/TELCO T= P T P T P- COAX COAX (COAX COAX - COAX OVERHEAD POWER O/H O /IH - O/H - O/H O/H CENTERLINE 511512013 REV. PER REVISION BUG DETAIL NUMBER ELEVATION VIEW BUG SHEET NUMBER TOP ELEVATION O F EL 0' -0" DETAIL NUMBER DETAIL BUG - SHEET NUMBER SECTION BUG DETAIL NUMBER SHEET NUMBER T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 BUILDING PERMIT C REVISION HISTORY: NO. DATE: DESC =PLANS PREPARED B',: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206 - 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: GENERAL NOTES NUMBER: G -1 3 1/1512014 UPDATE CC PROJECTTE 511512013 REV. PER 4/25/2013 ISSUED DE =PLANS PREPARED B',: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206 - 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: GENERAL NOTES NUMBER: G -1 \ 64300800100 i PGj / \ / \ i Pe I e� \ 64300700501 (E) RAIL ROAD TRACKS // \ / \22719311100 64300700500 \ Z \ \ (E) CHAIN LINK FENCE COMPOUND / I / / # \ W /(E)STEEL MONOPOLE AND T-MOBI ENLARG DSIT PLAN) ## \ \ I / / (SEE SHT. A -1.1 FOR ENLARGED SITE PLAN) \ I c V / I \ \ , o 64300700600 # o / o # , PROPERTY LINE \ / —� — — 6430'0600407 # RAILWAY RD SE - — I \ I , I \ � I �I I / V A \ I \ OVERALL SITE PLAN / 22.34 SCALE: 1" = 100' N Ilxl7SCALE 1" = 200' ioo o so' ioo 20a \ T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SEOS198D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC 0 11 0 =EQUIPMENT: NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. SITE PLAN N a -1 J 3 1/15/2014 UPDATE CODE COMPLIANCE & PROJECTTEAM BUT Al 5/15/2013 REV. PER REDLINES BJT ]KC 4/25/2013 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC 0 11 0 =EQUIPMENT: NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. SITE PLAN N a -1 J (P) (2) DIPLEXERS & (E) (2) DUAL BAND TMA MOUNT TO (E) PIPE BEHIND (E) ANTENNA (CAP OFF PCS SIDE & REUSE AWS SIDE OF (E) TMA) (P) (1) FRIG MOUNT TO (E) PIPE BEHIND (P) \t (E) T- MOBILE DUAL ANTENNA TO BE REPLACED W/ (P) (1) TMBXX- 6516 -R2M ANTENNA GAMMASECTOR', 240'AZIMUTH N (E) (1) TMBXX -6516 -R2M TO REMAIN MOUNT TO (E) PIPE? GAMMA SECTOR: 240' AZIMUTFF (P) (2) DIPLEXERS & (E) (:2) DUAL BAND TMA MOUNT TO (E) PIPE BE (E) ANTENNA (CAP OFF LOS SIDE & REUSE AWS SIDE OF (E) TMA) (P) (1) FRIG MOUNT TO (E�) PIPE BEHIND (P) (E) T- MOBILE DUAL ANTENNATO BE REPLACED VW (P (1) TMBXX - 6516 -R2M ANTENNA BETA SECTOR: 120 - AZIMUTH + + ENLARGED SITE PLAN 22x34 SCALE: 3 /116^ =1 11x17 SCALE'. 3/3:2^ = 1' (E) (1) TMBXX- 6516 -R2M TO REMAIN MOUNT TO (E) PIPE ALPHASECTOR. 35`AZIMUTH (P) (2) FXFB & (P) (1) COVE ON 2 -3/8" 0 PIPES MOUNT TO (E) POLE W /8" STANDOFF (VALMONT #MM01) & UNIVERSAL RING MOUNT (VALMONT #801068) BELOW (E) T- MOBILE ANTENNA PAR CENTER (E) T- MOBILE DUAL ANTENNA TO BE REPLACED W/ (P) (1) TMBXX- 6516 -R2M ANTENNA ALPHA SECTOR. 35" AZIMUTH (1) FRIG MOUNT TO (E) PIPE BEHIND (P) ANTENNA (P) (2) DIPLEXERS & (E) (2) DUAL BAND TMA MOUNT TO (E) PIPE BEHIND (E) ANTENNA (CAP OFF PCS SIDE & REUSE AWS SIDE OF (E) TMA) (E) (1) TMBXX- 6516 -R2M TO REMAIN MOUNTTO (E) PIPE BETA SECTOR: 120 AZIMUTH (P) (1) HYBRID CABLE (175 LF.) ROUTE Wl (E) (I Z) 718" COAX FEEDERS COVE MOUNT TO (E) BTS CABINET (E) PROPANE TANK CHAIN LINK FENCE COMPOUND DC POWER CABLE ROUTED IN EMT dR LT EX FROM (E) PURCELLTO (P) COVP EQUIPMENT ON (E) H -FRAME EQUIPMENT ON (E) H -FRAME T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206- 851 -1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC RE: NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: ENLARGED SITE PLAN NUMBER: Aml A 3 1/15/2014 UPDATE CODE COMPLIANCE& PROJECT TEAM BJT Al A5/15/2013 REV. PER REDLINES BUT KC 4/2572013 ISSUED DESIGN REVIEW BJT KC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206- 851 -1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC RE: NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: ENLARGED SITE PLAN NUMBER: Aml A (E) (3) T- MOBILE QUAD ANTENNAS TOP OF STEEL MONOPOLE 150' 0" AGL T- MOBILE RAD CENTER 147' 9" ACT (E) (3) T- MOBILE DUAL ANTENNAS +� III III; III. l VIII (E) (6) DUAL BAND TMA (2 PER SECTOR) j I MOUNT TO (E) PIPE BEHIND ANTENNAS III II I fill Ii;ll �lll I',11 �IiI1' I (E) 1 W' AGLSTEEL MONOPOLE I !.III ICI II'. Ilj�'I IIIi11 �l ,lil �IIII I I�IIIII 4- I�1 Hi1ll l � � r "(rI ry wv MIDI_/ j 1I �I I _rn � �_�_L' AAA � • -'\V�'�iv'r� ,y r rEI +SY (\ P1 W4 '` � 1 �L C� i (✓<�` t ELI /� � (�\ i , � y.�i AIA �I " <�(�rl� +�:v I' •, I`�= ter' 11,( C �f L `'�` �� (E) (1z) 7!a" coAx FEEDERS - 1 , ' .. �� Ii��')�� -n`•4 VA d� 'L r <(\ ROUTE WITHIN (E) STEEL MONOPOLE +fl 2 \` y »� g _� � V� }• �� I�u �i {u`>. i�� / O ( 1 �f�iTJ .v F�`ld ✓ /\ A IGIi %ICI v r�s �1�= r_!I i iY II�R 1 / it r <&d4� lU io ytl� 1 " (1 11 G III . A v 1 tt,3Py 14 V �C�A� IY. .Ib,.�, :�y r ��%!i y '< *1 ,y �Jr1 ! \ III / 1 •d / �\ 9�iLt' ' t�4itt. . %� / 11 rllq ��{Yp/,��!i '7L ' �..L`CN�,I ri•�.P; / /,, �` I4.� ;c. /,A C ` g at1 8r < / T tx �i{ � � r r rL'%lE CHAIN LINK FENCE COMPOUND� ` T % < •��- \ T'1 ) yn �� ri nQ I�I > > -"?r/ � yy �--•� "_�}.. �h �. -.. WIT - MOBILE EQUIPMENT WITHIN I[, PII, , / v y�Ir.Tn ,11\ib< r�A>S SRj4-r c; -+ r \11 / /i� F r III ,1` =\ n \I\ \\ Q,?f.,'r }�.., }r.�YvA x��r111\4LJ \�1 Flri�� 'i rlr !I,- �\ 1�i <.%rl i; t� %k ti ✓,. 7ydn' +Hfv . . 1v y /.% .. 1 ` 1 �I �� . n II u c a, k`i✓ ��yw' / A/ / ill �� p <y ✓ / A './ 7 a 1. .' �.Ta `Yy4 %.p�r,�xrnt`�j 1� C PAS 1 EXISTING SOUTH ELEVATION A -21 22x34 SCALE: 1/8" = 1' 11x17 SCALE: 111, = 1' Tom • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESC =PLANS PREPARED BT: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:= AAL BJ :KC] = LICENSURE: =EQUIPMENT: NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. EXISTING SITE ELEVATION NUMBER: A -2 3 1/152014 UPDATE CO PROJECTT[ A2 REV. PER 4125/2013 ISSUED DI =PLANS PREPARED BT: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:= AAL BJ :KC] = LICENSURE: =EQUIPMENT: NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. EXISTING SITE ELEVATION NUMBER: A -2 1 ENLARGED DETAILS A -2.1 22x34 SCALE: 1/2" = 1' 11x17 SCALE: V4'- V DUAL BAND TMA (2 PER SECTOR) DEF PCS SIDE & REUSE AWS SIDE OF (E) TMA) (E) (3) TMBXX5516 -R2M (1 PER SECTOR) TO REMAIN MOUNT TO (E) PIPES (E) (3) T- MOBILE DUAL ANTENNAS TO BE REPLACED W/ (P) (3) TMBXX- 6516-R2M ANTENNA (1 PER SECTOR) (P) (5) DIPLEXERS (2 PER SECTOR), (E) (6) DUAL BAND TMA (2 PER SECTOR), & (P) (3) FRIG (1 PER SECTOR) MOUNT TO (E) PIPE BEHIND ANTENNAS (CAP OFF PCS SIDE & REUSE AWS SIDE OF (E) TMA) 1 ii T( 0 ' i / u,�G� X�/ �� -1 J S t_ To �- TOP OF STEEL MONOPOLE u0' -0" AGL T- MOBILE HAD CENTER 147' -9" AGL NOTE. ALL NEW ANTENNAS, RADIO UNITS, AND EQUIPMENT PAINT TO MATCH EXISTING ANTENNAS AND EQUIPMENT. 150' AGL STEEL MONOPOLE (P) (1) HYBRID CABLE (175 LF.) & (E) (12) 718" COAX FEEDERS ROUTE WITHIN (E) STEEL MONOPOLE (E) CHAIN LINK FENCE COMPOUND WIT-MOBILE EQUIPMENT WITHIN 2 PROPOSED SOUTH ELEVATION A -2.1 22x34 SCALE: 1/8" = 1' 11x17 SCALE: 1/15' = 1' T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: 3 BY- �.i4a r 1 ii T( 0 ' i / u,�G� X�/ �� -1 J S t_ To �- TOP OF STEEL MONOPOLE u0' -0" AGL T- MOBILE HAD CENTER 147' -9" AGL NOTE. ALL NEW ANTENNAS, RADIO UNITS, AND EQUIPMENT PAINT TO MATCH EXISTING ANTENNAS AND EQUIPMENT. 150' AGL STEEL MONOPOLE (P) (1) HYBRID CABLE (175 LF.) & (E) (12) 718" COAX FEEDERS ROUTE WITHIN (E) STEEL MONOPOLE (E) CHAIN LINK FENCE COMPOUND WIT-MOBILE EQUIPMENT WITHIN 2 PROPOSED SOUTH ELEVATION A -2.1 22x34 SCALE: 1/8" = 1' 11x17 SCALE: 1/15' = 1' T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: 3 BY- =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 =DRAWN BY: CHK. BY: —APPV. BY:- AAL BJ KC = EQUIPMENT: NEW RADIO EQUIPMENT &NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: PROPOSED SITE ELEVATION NUMBER: Am2m I � 1/152014 4 UPDATE CODE COMPLIANCE& PROJECTTEAM gJT Al A5/15/2013 REV. PER REDLINES BUT KC 4/25/2013 ISSUED DESIGN REVIEW BJT KC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 =DRAWN BY: CHK. BY: —APPV. BY:- AAL BJ KC = EQUIPMENT: NEW RADIO EQUIPMENT &NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: PROPOSED SITE ELEVATION NUMBER: Am2m I � 1. MAIN GROUND 21014 F RETURN 15 CONNE 2/0- GROUND BAR 4 -14 7.6° NOKIA FXFB MODEL #472166A RET ANT 6 ANT 4 ANT 2 (FXFB ONLY) PROPERTY VALUE RX ANT 5 RX ANT 3 RX ANT 1 HEIGHT 133mm13U WR IN Rx06 TX/RX RxO4 TX/RX RxO2 TX/RX (5.2 in) RxO 5 RxC 3 RxO 1 WIDTH 447 mm o WIDTH (WITH (17,6in) m COVERS) 490 m o o�o o�o (19.3in) O O o o O o 0 o O o 0 0• a O DEPTH (FOR RACK 395 mm ASSEMBLIES) (15.6 in) CD 0 5.2" DEPTH (WITH 560 mm VKIN O O ° ° Q O O O COVERS) (22 in) ao 0 R & FIBER JUMPER OUT WEIGHT (INCLUDING THE MAX, 25 kg p CORE. FANS AND (55.1IR LED FAN/TX GROUNDING CASING) OFF STATUS POINTS OPT LEDMODULE STATUS EAC OPT 1 OPT 3 2 FXFB DETAIL A -3 SCALE: NTS FRONT RIGHT SIDE BOTTOM 1 RAYCAP COVP DETAIL A -3 SCALE: NTS 3 COVP INTERIOR DETAIL A -3 SCALE: NTS PANEL 18 SM ADAPERS �;ONN ECTIONS ZO - 14 AWG HYBRID CABLE STRUCTURE LENGTH DEPTH COOF MONOPOLE 1 175' RIGHT SIDE 6 HYBRID CABLE DETAIL A -3 SCALE: NTS COVP MOUNT'"'^ -i "' 114 "0 GALV (TYP OF 8 PE MOUNTING BI � PIPE 3/8 "0 GALV U -I 1/4 "0 GALV BC (TYP OF 4 PER C C .. �4:) COW MOUNTING DETAIL A -3 SCALE: NTS RIGHT SIDE NOKIA FRIA 5.2" MODULE WIDTH HEIGHT DEPTH WEIGHT 24.0 kg 125.9 Ibs SOLAR SHIELD WEIGHT 1.2 kg 12.6lbs 22.1" (WITH COVER) 0.7 kg / 1.5 lbs SYSTEM TOM 17.6" 5.2" 16.6 "(WITHOUT COVER) 463 LBS 3 1/15/2014 UPDATE CO PROJECT TE 22,1" (WITH COVER) RADIO FRxx 17.6" 8.2" 16.6" (WITHOUT COVER) 46.3 LBS 22.1" (WITH COVER) AC POWER FPMA *HERA 1,8" 5.2" 16.6 "(WITHOUT COVER) 24.3" 2.8" 3.9" 15,. 7.0" *FPBA 2.8" 3.9" 15„ 8.4" SITE SUPPORT FCSA 26.3" 14.4" 20.6" 44.1 LBS *LTE 17,6" 7" 171" *MIBBU (WPU) 17.6" 5.2" - 44.1 LBS *WMP 43" 1.3" - 6.2 LBS 5 FRIA DETAIL A-3 SCALE NTS DIMENSIONS (WxHxD) W/ SOLAR COVER & MOUNTING 17 2" x 23.8" x 7.5" FRIG UNIT WEIGHT 24.0 kg 125.9 Ibs SOLAR SHIELD WEIGHT 1.2 kg 12.6lbs MOUNTING 0.7 kg / 1.5 lbs BRACKET WEIGHT TOTAL WEIGHT 25.9 kg 157 Ins 23.8" 17.2" GPnNT 8 FRIG DETAIL A-3 SCALE: NTS NOTE: FRIG TO BE MOUNTED VERTICALLY ONLY 7.5 RIGHT SIDE T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SEOS198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: fBUILDING PERMIT = REVISION HISTORY: NO. DATE: DESC =PLANS PREPARED B'r: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC RE: NEW RADIO EQUIPMENT &NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL DETAILS NG N A -3 3 1/15/2014 UPDATE CO PROJECT TE A5/15/2013 REV. PER 412512013 ISSUED DE =PLANS PREPARED B'r: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC RE: NEW RADIO EQUIPMENT &NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL DETAILS NG N A -3 PARTS LIST ITEM # QuANnTV PART NUMBER DESCRIPTION 1 2 601257 ANGLEARM 2 2 601256 110I11471NG CLAMP 3 2 601235.1 BRACKET 4 2 601235 -2 BRAC4E0=T 5 1 801256 IABI 8 4 800679:1 SPADERTUBE 7 14 10052524 ME FLAT WASMR(SfA09LES3 STEEL) 8 2 SOM792 M&d.25x2&w LARGE CARRROE BOLT(STA99M SfEEL) 9 8 SM17385 258 LOCK WASHER (sTmLE33 STEEL) 10 4 600419 -10 M6x1.25010m LARGE HEI MAD SCREW(S7NNUMS WEI 11 8 204001 -15 M80.25HEXNU7(S7NNLESSSIEEL) 12 2 225244 CLAMP PLATE 13 6 800419.24 LARGE LOCK WASHER (STAINLESS STEEL 14 8 204001 -21 11112,1.75 HE)( NV7(STAINLESS STEEL) 15 4 800419.12 1112x1.79xl50mm LARGE CARRAGE BOLT(STAINlESS STEEL) 17 1 601564 MOLYBDENUM D=LFIOE GREASE BOTTOM BRACKET 11 9 7 TOP BRACKET NNA BRACKET ATTACHMENT DETAIL SCALE:NTS SIDE TOP 4 FMFA DETAIL q-q SCALE: NTS CATION FOR OF 2) MOUNT LOCATION (fYR OF 2) MOUNT LOCATION (TYP OF 5) 3" STD �<Z> ANTENNA 2 ANTENNA ATTACHMENT WTA1L Ad SCALE:NTS MOUNTING BRACKET / M8xl 20 BOLT < ZOO 72" BOLT FMFA FIXING POINTS &F7K� DETAIL S ia UNIVERSAL RING (MOUNT & 8" STANDOFF DETAIL SCALE: NTS 6 RRU MOUNTING DETAIL q -q SCALE: NTS 4TH RF MODULE T • •Mobile• WILKENSON ROAD /RAILWAY SE05198 D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPV. BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC =LICENSURE: =EQUIPMENT. NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: GENERAL DETAILS NUMBER: A -4 3 1115/2014 UPDATE CODE COMPLIANCE& PROJECTTEAM BJT Al A5/1512013 REV. PER REDLINES BJT KC ZL 4/25/2013 ISSUED DESIGN REVIEW BJT KC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC =LICENSURE: =EQUIPMENT. NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: GENERAL DETAILS NUMBER: A -4 (P) MECHANICAL CONNECTION (T (SEE GROUNDING NOTES 94 8 BOND (P) ANTENNAS & (P) RRU EQUIPMENT TO (E) AGB NEAR (E) T -MOBI SYMBOL LEGEND: MGB 7r MASTER GROUND BAR 1/4 "x4 "x24" COPPER AGB ACCESSORY GROUND BAR 114 "x4 "x12" OR 114 "xTN20" COPPER EXPOSED WIRING UNDERGROUND WIRING CADWELD • MECHANICAL CONNECTION • 5/8 "x8' COPPER CLAD STEEL GROUND ROD OINSPECTION PORT --E-- EXOTHERMIC (CADWELD) BELOW GROUND L GROUND GROUNDING NOTES: 1. GROUNDING SHALL COMPLN' WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS IFOR GROUND CONDUCTOR IS 811 . 3. NO SPLICES PERMITTED IN (GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS_ USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECT IONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6" 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS, TO PRECLUDE CSTABLISHING A "CHOKE" POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11, GROUND RING BURIAL DEPTH SHALL BE 30 12. A CERTI Fl ED CONTRACTOR\RILL MAKE ALL MEASUREMENTS REQUI RED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TOASITE BY SITE BASIS. T- MOBILE -WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BEAT THE EXPENSE OF THE CONTRACTOR. 1 ELECTRICAL GROUNDING PLAN E-1 22x34 SCALE: 1/2" = 1' 1 1x17 SCALE: 1/4" = 1' GF$OUNDI NG NOTE, GF?OUND HYBRID CABLE TOP & BOTTOM USING UKJI VERSAL 15/8" GROUNDING STRAP. PART #252172 T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 BUILDING PER = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK.APPV. BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206- 851 -1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL ::B:J KC NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: ELECTRICAL GROUNDING PLAN NUMBER: Emi 3 1/15/2014 UPDATE CODE COMPLIANCE& PROJECTTEAM BJT Al A2 REV. PER REDLINES BUT KC 4/25/2013 ISSUED DESIGN REVIEW BJT KC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206- 851 -1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL ::B:J KC NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: ELECTRICAL GROUNDING PLAN NUMBER: Emi HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGE AT TOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, HARGER GROUNDING BAR INSTALLED BY CONTRACTOR. #G8114412G OR EQUAL 0 ANTENNA MOUNT GROUND ® COAX CABLE ® GROUNDING KITS ® ® ® ® ® ® Q ® G ® #2 SOLID BARE TINNED ®® COPPER WIRE TO GROUND ) PER MOPING - PROVIDE ® ® (2) PER MOB #2 GREEN INSULATED COPPER WIRE TO ® - MOB AT BOTTOM OF POLE ® - = CADWELD m 1 TYPICAL CADWELD CONNECTIONS E-2 N.T.S. (D TYPICAL MGB TYPICAL AGB r-2 GROUND BAR DETAILS E -2 N.T.S. TYPE TA TYPE VN TYPE NO TYPE SS TYPE W TYPE VS TYPE VB TYPE PT TYPE GT TYPE GY TYPE OR T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPY. BY: BY: 111512014 uaogTE CODE COMPUgNCEa BUT Al 3 PROJECT TEAM 5115/2013 REV_ PER REDLINES PUT KC 0 TYPE GL T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CHK. APPY. BY: BY: 111512014 uaogTE CODE COMPUgNCEa BUT Al 3 PROJECT TEAM 5115/2013 REV_ PER REDLINES PUT KC 0 =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851 -1106 =DRAWN BY: CHK. BY: =APPY. BY:= AAL BJ KC RE = EQUIPMENT: NEW RADIO EQUIPMENT &NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: ELECTRICAL GROUNDING DETAILS NUMBER: E -2 25/2013 ISSUED DESIGN REVIEW BJT KC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851 -1106 =DRAWN BY: CHK. BY: =APPY. BY:= AAL BJ KC RE = EQUIPMENT: NEW RADIO EQUIPMENT &NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: ELECTRICAL GROUNDING DETAILS NUMBER: E -2 JUL & DL FREQUENCIES FOR SEATTLE MARKET: PCS', UL', 1885 -1895 MHZ, 1900 -1905 MHZ BE 1965 - 1975 Mhz, 1980 - 1985 Mhz AWS', UL: 1745 -1755 Mhz DL: 2145 - 2155 Mhz 12 51" '3 ANDREW ANTENNA DATA PART# SITE LOADING CHART MECHANICAL MECHANICAL ELECTRICAL RADIATION CENTER HYBRID CABLE COAX AMOUNT SECTOR 34.616. ANTENNA MODEL # VENDOR AZIMUTH (TN) (4) 7 -16 DIN INCLUDED 7 -16 DIN FEMALE AWS FULL BAND TWIN AISG TVA WITH VSWF ALARM ELECTRICAL SPECIFICATIONS FREQUENCY FREQUENCY DOWNTILT ELEVATIONEW LENGTH & SIZE 1.2 VSWR MAX INPUT POWER TMBXX- 6516 -R2M ANDREW 13511165 1 250 WATTS ALPHA 350 TBD TED 147 -9" AGL (4)7/8" TMBXX- 6516 -R2M ANDREW TMBXX- 6516 -R2M ANDREW BETA 120` TBD TBD 147' -9" AGL 175 A) 7/8" TMBXX- 6516 -REM ANDREW TMBXX- 6516 -R2M ANDREW GAMMA 240° TBD TBD 147' -9 "AGL (4) 7/8" TMBXX- 6516 -R2M ANDREW JUL & DL FREQUENCIES FOR SEATTLE MARKET: PCS', UL', 1885 -1895 MHZ, 1900 -1905 MHZ BE 1965 - 1975 Mhz, 1980 - 1985 Mhz AWS', UL: 1745 -1755 Mhz DL: 2145 - 2155 Mhz 12 51" '3 ANDREW ANTENNA DATA PART# MECHANICAL SPECIFICATIONS WIDTH DEPTH PART NUMBER HEIGHT WIDTH DEPTH WEIGHT TMBXX -6516 -R2M 59 in (with actuator) 11,9 in '6.3 in 34.616. CONNECTORS STANDARD MOUNTING HARDWARE MOUNTING CONNECTOR I PART NAME (4) 7 -16 DIN INCLUDED 7 -16 DIN FEMALE AWS FULL BAND TWIN AISG TVA WITH VSWF ALARM ELECTRICAL SPECIFICATIONS FREQUENCY FREQUENCY FREQUENCY POLARIZATION GAIN AZIMUTH �,W. ELEVATIONEW 1710 -2155 MHz ±45` 17.5 °3 0.8 64.5, 1.2 VSWR MAX INPUT POWER 7 -30 Vdc 13511165 1 250 WATTS NOTE: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY, 3. TAGGING: • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OFJUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT, 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.) 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. con 2ICAL BUTYLTAPE A MASTIC TAFFY TLPM CROSSBAND COUPLER- PCS /AWS "DIPLEXER" MECHANICAL SPECIFICATIONS: PART# LENGTH WIDTH DEPTH WEIGHT ECC1920 -VPUB 7.56" T 92mm) 7.32" (186mm) 2.8" (72mm) 3.6 kg (7.9 lb) CONNECTORS MOUNTING CONNECTOR I PART NAME TYPE "RF" 7 -16 DIN FEMALE AWS FULL BAND TWIN AISG TVA WITH VSWF ALARM ELECTRICAL SPECIFICATIONS: FREQUENCY FREQUENCY GAIN 4125/2013 POWER HANDLING AWS (1850 -1910 MHz) 1710 -1755 MHz /2110-2155 MHz 12 dB 2.6 7 -30 Vdc ELECTRICAL TAPE'. 3 LAYERS WITH 2' TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL "A.... 1— 3M SC STEP 1 STEP 2 STEP 3 t COAXIAL CABLE WEATHERPROOFING RF -1 SCALE: NTS ANTENNA AND COAX GENERAL NOTES: 1, ALL ANTENNA AND (COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CON "TRACTOR. 2. COAX COLOR CODIING ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND CIOLOR CODED AS FOLLOWS: 3. THE ABOVE COAX DOLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO. ffi GTO COLOR CODES ONLY 4. COAX SHALL BE TArGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VIINYL TAPE AT THE FOLLOWING LOCATIONS: #1 -AT ANTENNA CONNECTION #2 -AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE). & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. o 7 0 o O 5.5' 7.7" ❑O O 6.3, 11.85' AWS WITH AISG TMA DATA MECHANICAL SPECIFICATIONS: PART# LENGTH WIDTH DEPTH WEIGHT ETW20OVS12UB 6.3" (160mm) 7.7" (196mm) 3" (78mm) 5 kg (,11 lb) CONNECTORS MOUNTING CONNECTOR I PART NAME TYPE "LONG NECK" 7 -16 DIN FEMALE AWS FULL BAND TWIN AISG TVA WITH VSWF ALARM ELECTRICAL SPECIFICATIONS: FREQUENCY REV. PER GAIN 4125/2013 POWER HANDLING AWS (1850 -1910 MHz) 12 dB 2.6 7 -30 VdC T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESC =PLANS PREPARED B'.: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: RF DETAILS NUMBER: RFm I 3 1/15/2014 UPDATE DO PROJECTTE A5/15/2013 REV. PER 4125/2013 ISSUED DE =PLANS PREPARED B'.: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: =APPV. BY:: AAL BJ KC NEW RADIO EQUIPMENT & NEW ANTENNAS. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OFANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NG TITLE: RF DETAILS NUMBER: RFm I T • •Mobile• = PROJECT INFORMATION: WILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 = ISSUED FOR: BUILDING PERMIT = REVISION HISTORY: NO. DATE: DESCRIPTION: CNK. APPV. I BY: BY: =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC EQUIPMENT: NEW RADIO EQUIPMENT & NEW ANTENNAS. rDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: RF DETAILS NG N RFm2 3 1/15/2014 UPDATE CODE COMPLIANCE& PROJECT TEAM BJT Al A511 512 01 3 REV. PER REDLINES BJT NO Q4125/2013 ISSUED DESIGN REVIEW BJT KC =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206. 851.1106 =DRAWN BY: CHK. BY: =APPV. BY:- AAL BJ KC EQUIPMENT: NEW RADIO EQUIPMENT & NEW ANTENNAS. rDRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE: RF DETAILS NG N RFm2