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HomeMy WebLinkAboutLUA16-000589_Misc• ~·,,·' .... ""' • ·.-,.._ ~E !(, • • ·Mobile· HWY 900/PSE/HANSEN 5418 NE SUNSET BOULEVARD RENTON, WA 98056 SITE NUMBER: SE02511G L[;: XCOl\'I Powered by Md? LATITUDE 47° 30' 17.59" (47.504886) LONGITUDE 122° 08' 42.24" (•122.145067) Newt•••>< ,:.,;; ;. VICINI MAP ~, ' "'"' ,;sc,"''" -~~...,]~ ,.,.~·f ' EHi «~n,~n ~,~r.14n&,; ,-;"·'''"'"""'·, ,,.s- ·;~ ''l'I SI • '. ~u~a, ~b,.·•a" ,.,,,,. DRIVIN 1. MERGE ONTO 1-405 8 13.7 Ml 2. TAKE EXIT 10 FOR COAL CREEK PKWY TOWARD FACTORIA 0.3 Ml 3. SLIGHT LEFT ONTO COAL CREEK PKWY SE 4.1 Ml 4. CONTINUE ONTO DUVALL AVE NE 0.8 Ml 5. TUAN LEFT ONTO NE SUNSET BLVD 0.3 Ml 6. CONTINUE ONTO RENTON ISSAQUAH RD SE 0.4 Ml PROPERTY OWNER: ELAINE HANSEN 5418 NE SUNSET BLVD RENTON, WA 98059 PHONE#: 425-831-1741 TOWER OWNER: PUGET SOUND ENERGY TIMOTHY GASSER PROJECT MANAGER, WIRELESS OFFICE #: 425456-2776 CELL#: 206-947-0335 FAX#: 425-462-3587 PROJECT MANAGER: CONSTRUCTION LEXCOM DOUG SANDSTROM 617 8TH AVES SEATTLE, WA 98104 PHONE: (425)596-3312 LEXCOM I ZONING INFORMATION !MANAGER DON TETZLAFF 617 8TH AVES SEATTLE, WA 98104 PHONE: (425) 344-0802 SITE NUMBER SITE NAME: --------- SITE ADRESS ----------- PARCEL#: SE02511G HvVY 900/PSE/HANSEN ------- 5418 NE SUNSET BOULEVARD RENTON~\~-A 98056. 0323059121 CURRENT ZONING: R-4 --------------·--.. ------·-- JURISDICTION: CITY OF RENTON ---------·-. GOVERNING CODE: 2012 IBC ------------------ SITE ACQUISITION' &ZONING: BUILDING TYPE: SITE TYPE: uNsTAi=FeDTELECOMM FAC1L1TY I RF ENGINEER: UTILITY p11nu~--ft POWER COMPANY: NIA TELCO COMPANY: NIA ---------- CONSULTING 1f---L-E-G-AL--D~E~s-c-R~.-P-T~1~0-N __ __,IENG1NEER POR OF E 1/2 OF SE 114 OF SE 1/4 DAF-BEG AT NW COR OF SD SUBD TH S 01-24-56 W ALG W LN SD SUBD 300 FT TH S 87-49-08 E & PLW N LN OF SUBD 80 FT TH S 63-09-00 E 102.38 FT TH S 14-17-00 E 190 FT MIL TO NWL Y MGN SUNSET HWY & TPOB TH SWL Y ALG NWL Y MGN 60 FT TH N 14-17-00 W 124 FT MIL TH NEL Y PLW NWLY MGN SUNSET HvVY TAPWCH BEARS N 14-17-00 E FR TPOB TH S 14-17-00 E TO TPOB LESS C/M RGTS LEXCOM TOM JOHNSON 615 8TH AVE SOUTH SEATILE, WA 98104 PHONE#: 206-351-0893 --------------------- T-MOBILE, BOTHELL DARRYL SALK PHONE#: 425-770-0006 B.J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 PHONE: 206-851-1106 I' PSE DEEMS IT NECESSARY TO RELOCATE THIS WOOD UTILln' POLE THE POLE CUHR!:.N!L Y PROVIDES PfllMARY l:.LECTRICAL SERVICE TO THE RESj0ENCE. T-MOBILE EQUIPMENT RELOCATION 1$ INCIDENTAUSECONDARY TO PSE RELOCATION. T-MOBILE PROPOSES REPLACE EXlSTING (3) AOFD1820-6565C-XDM ANTENNAS WITH NEW 131 SBNHH-1DEi5C ANTENNAS ADD NEW RING MOUNTS AND PIPES ADO (3) STYLE 3C TMA, (S! Sn'LE -4 TMA, (SJ AWSIPCS DIPLEXERS, (31 AWSfiOO DIPLEXERS, (3) FRLB All EXlSTING TMAANO DIPLEXERS TO BE REMOVED PROPOSED (12) 1-5/B"COAX FEEDERS ROUTE IN NEW {8) B" U/G PVC CONDUITS 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 FACILITY 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 TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B SECTION 4.11. (S)(b), THIS FACILITY IS EXEMPT FROM THAT =· NO POT ABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOL!DWASTE WILL BE GENERA TED AT THIS LOCATION T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL ----•MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. ~ PLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED ANO 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 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/TIA/ EIA-222 • G NFPA-101 -LIFE SAFETY CODE IN T-1 TITLE SHEET &PROJECT DATA ---·---------------·-· G-1 GENERAL NOTES A-1 EXISTING OVERALL SITE PLAN A-1.1 PROPOSED OVERALL S1TE PLAN ----------------------···--------- A-1.2 EXISTING EQUIPMENT SHELTER SITE PLAN -·-------------------------- A-1.3 PROPOSED EQUIPMENT SHELTER SITE PLAN A-1.4 EXISTING DRIVEWAY SITE PLAN A-1.5 PROPOSED DRIVEWAY SITE PLAN ------------- A-2 EXISTING SITE ELEVATION -------------------------- A-2.1 PROPOSED SITE ELEVATION --------- A-2.2 MODIFICATION ELEVATION A-3 GENERAL DETAILS A-4 GENERAL DETAILS A-5 ANTENNA MOUNTING DETAILS ------ SV1 L_~~_!)Jl~~-V-~_Y (BY 9_T_H_E_~S) E-1 ELECTRICAL GROUNDING PLAN E-2 ELECTRICAL GROUNDING DETAILS -------------------- RF-1 RF DETAILS RF-2 RF DETAILS SMALL SITE DRAINAGE & TESC PLAN (BY OTHERS) ----' REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. ------------------- CONSULT ANT GROUP SIGN OFF LANDLORD'S REPRESENTATIVE· DATE: CONSTRUCTION MANAGER: ------------------·-----, DATE· DATE: CONSTRUCTION PROJECT MANAGER: . ----------- PROJECT MANAGER: SITE ACQUISITION: ZONING· RF ENGINEER: Ji-' t :.;· SAFETY PRECAUTION SHALL BE IMPLEMENTED BY CONTRACTOR(S) AT All TRENCHING IN ACCORDANCE WITH CURRENT OSHA STANDARDS DATE. DATE· DATE DATE: CALL TWO WORKING DAYS BEFORE YOU DIG 811 NATIONAL UTILITIES UNDERGROUND LOCATE ELECTRIC -RED SEWER -GREEN GAS/OIL -YELLOW SURVEY -PINK TEL/CATV-ORANGE PROPOSED -WHITE WATER-BLUE ~··Mobile· ?PROJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 980se lrSSUED FOR: ~: BUILDING PERMIT ?REVISION HISTORY: -~ ... ... ..,., Dt:IICRIPTION1 & 515/2016 . REVlSED U/G POWER CONDUIT '-" /I,. I 4ilS/21lje REVlSEO POLE HEIGHT & I.!),. i RAD CENTER '-" --/\ : 2116/2018--REVCOAXSIZEANOTOTAL BJT ~ LENGTH /\ AOD DRAINAGE PLAN. ~i 2l1l20 1S . REDRAWCONC DRIVEWAY BJT -A-: 1/15/2018 REV PER EMAIL COMMENTS BJT L!..:::,,.' FROM CITY OF RENTON r---1 ----------6_ i 11/12/2015 REVPEAREOl.lNES BJT -)\-: ---------REVfoiR·R-~DuMEil -,.EW - ~; 10,g/2015 RU'lACD.IENT POlC LOCATION. ADO BJT __ T ---l-~-~-C_D_':l!~~WAY _ ffi ! 4!24/2015 i MINOR REV BJT .&. ! -~18120,-5 ; ~~V. PER REOLINES BJT & r 312;;~~1:-~~;0 DESIGN REVIEW :=PLANS PREPARED IIY: B, J, THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 [DRAWN:~ CHK. IIY1 BJ =a-lCENSURE1 --t(i)~E ~;) -· =nRAWINQ INFORMATION: '-" DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY A.LL DIMENSIONS ANO ADVISE CONSULTANTS OF ANY ERRORS ANO OMISSIONS. All PREVIOUS ISSUES OF THIS ORAWlflG ARE SUPERSEDED BY TI-IE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR OISClOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING 11Tl.£r I TITLE SHEET =DRAWING NUMBER: I T·1 l] l] I • GENERAL NOTES: 1, DRAWINGS ARE NOT TO BE SCALED, WAITIEN DtMENS!ONS 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 DUE TO ACTUAL 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 WRITIEN 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 EQUIPMENT AND 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 !N STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 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 AVALID CONTRACT OOCUMENT 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 CONSUL TANT 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 P!TCH, 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 CONSUL TANT 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-A10BC 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 LOCA TlON 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 A615, 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 ST AN OARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH - 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ... . ...... 2 IN #5 AND SMALLER & 1/1/Wf ......... 1112 IN. 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT All EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 118" LARGER JN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S 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. ABBREVIATIONS AC AIR CONDITIONER JT JOINT AFF ABOVE FINISHED FLOOR LAM LAMINATED AFG ABOVE FINISHED GRADE LF LINEAL F8,RT AFS ABOVE FINISHED SLAB MANUF MANUFA TUREA ALUM ALUMINUM MAX MAXIMUM ANCHOR BOLT MECH MECHANICAL ANGLE MH MANHOLE ARCH ARCHITECTURAL MM MILLIMETER BTS BASE TRANSMISSION SYSTEM MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BM BEAM MPH MILES PER HOUR BOT BOTIOM MTL METAL B.O. BOTTOM OF NIC NOT IN CONTRACT BOC BOTTOM OF CONCRETE NOM NOMINAL BOS BOTIOM OF STEEL NTS NOT TO SCALE oc ON CENTER CONCRETE 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, AND ADJACENT BUILDINGS. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED JN ANY Fill OR EMBANKMENT. 4. THE SUBGAAOE 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 RELOCATED AS 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 318" NO. 4 MESH NO. 8 MESH NO. 16 MESH NO. 100 MESH NO. 200 MESH PERCENT PASSING 60-90 0-45 0-25 0-2 0-2 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. LEGENDS & SYMBOLS CHAIN LINK FENCE -x ---, ---, ---, -- CEDAR FENCE POWER TELCO POWERITELCO COAX OVERHEAD POWER CENTERLINE REVISION BUG P-P-P-P-P-P -T-T-T-T-T-T -P-T-P-T ' -' -COAA -COAX COAX -COAX - -OH-OH---os---os--- CONTROL JOINT CENTER LINE OD OUTSIDE DIAMETER & CLG CEILING OH CLR CLEAR OPNG CMU CONCRETE MASONRY UNIT OPP COL COLUMN ~s CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER PSI DIAi DIAMETER PSF DTL DETAIL PT EXISTING RAD EA EACH RD EXPANSION JOINT REINF ELEC ELECTRIC/ELECTRICAL REQ'D ELEVATION RM EQ EQUAL R/W EW EACH WAY SCHED EXP EXPANSION SECT EXT EXTERIOR SF FLOOR DRAIN SIM FIN FINISH SOFT FIN FLA FINISH FLOOR ss FLR FLOOR STD FTG FOOTING STL GA GAUGE STRUC GALV GALVANIZED TEMP GYP GYPSUM THK GB GYPSUM BOARD T.O. HM HOLLOW METAL TOS HOR HORIZONTAL TOC HR HOUR TYP HEIGHT UNO HVAC HEATING VENTILATION AIR CONDITIONING VCT INSUL INSULATION VERT INT INTERIOR W/ WWM OVERHEAD OPENING OPPOSITE PROPOSED PERSONAL COMMUNICATION SYSTEM PLATE PAIR :;guND~ PER SQUARE INCH UNO PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFOACEDIREINFORC!NG REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WITH WELDED WIRE MESH ELEVATION VIEW BUG ELEVATION VIEW BUG DETAIL BUG SECTION BUG ~DETAIL NUMBER SHEET NUMBER TOP OF XXXXX 0 XXX'-X"AGL ~DETAIL NUMBER SHEET NUMBER ~,,,,~ SHEET NUMBER ~··Mobile· :=PROJECT INFOAIIATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 98098 !::::ISSUED P"OA1 BUILDING PERMIT ~EVISION HISTORY: NO, DATl.1 DEICRIPTION, -L BY: - : ~. ~15/2016 ' REYlSED U/G POWER CONDUIT i BJT I\ . 4l16/2C16 REVISED POLE HEIGHT & 1 BJT ~: RAD CENTER I --' ------+-----·--·--·--·--· -----.! I\ '2116/2016 : REVCOAXSlZEANOTOTAl. I S.IT ~ , LENGTH -·-· . ___ :..___ ----------1· /\ ADD DRAll'<AGE PLAN, I f...!...:}. 211 /20 1S _ REDAAWCONCDAIVEWAY BJT . J\ J/jS/20. ,o S.EV PEA EIMIL COMMENTS 1 , ,.rr L!_}. · FROM CITV OF RENTON b 1111-::..~:--~~ -PEA REDLl~E-S -• -------I BJT 8 REVPERREDUNE$ l<EW --r 101i)t2(115 REPI.ACUdHTf'OLElOC.O,TIQH 1'QO BJT ----·~.'.:':"_C_p,,IVEWAY & 4124/2015 : ~I~~~ REV b: 411S.'2015 REV. PER RE DUNES & : 3127/2015 ISSUED DESlGN REVIEW i:;.;LANS PREPARED BY; B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 :=:oRAWN BY1 CHK.BY1 AAL BJ :=t.lCENSURE, m .. A A ~ ,~,~~ . -.. "' ,.,,. s.rr ~DRAWING INFORMATION: [ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY All DIMENSIONS AND ADVISE CONSULTANTS OF Mfl' ERRORS ANO OMISSIONS. All PA. EVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED DY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS P>IOPRIETARY DY NATURE. ANY USE OR DISCLOSURE ffiHER THAN WlilCH 1$ RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED r:=AAL NotES i=DRAWINQ NUMBER: G-1 I] I I I & (E) 7rY .4" AGL ROUND WOOD UTILITY POLE TO BE REMOVED i\~ {E) T-MOBILE ANTENNAS & (E} RADIOS TO BE REMOVED ,,,. (SEE SHT A-1 1 FOR LOCATION OF (P) T-MOBILE ANTENNAS & (P) 60'-0" AGL ROUND WOOD REPLACEMENT POLE) T-MOBJLE BTS CABINETS, 23" PURCELL ULTRA "' SLEEVES/FLOOR STACK, RADIOS, & EQUIPMENT _/ OJ\ .,,.. ------~ 1\ ' \ WITHIN (E) T-MOBILE EQUIPMENT SHELTER~/-. .. ~--~---+:"\ j.\ / ,< ' \1 \ d_ , \ I ·-' .J ----' -(E) WOOD FENCE & CHAIN LINK FENCE ~q. '.\ "" " \ . _ , '-~. \ - (CHAIN LINK FENCE TO BE REMOVED) "~ /,,,. /' \ :,._c •. ·_;.::..,-o-~:\. ··.i (WOOD FENCE TO REMAIN)---,":J'o / / \ .. -~--.--~ .;\; · .. ~ ; ,,'?)6,_,,. / 14 0 \i \, b'o ,:. ·,p ,, , srl~ • ~t ~/>"' / TAX PARCEL #0323059234 ~ ... / ,_. :,· -.4.: ~ •. ~:\ toNCRETI; : ••• 4 ; • 1--iZ, TAX PARCEL 5' EASEMENT ;\\ #0323059121 . _ 1't /-' ,·o ·.\ (E) GRAVEL ACCESS f/;U, _., '. \ -Tf!f!/f!Jlf/1 ~~G~i~. ·,. \ rf11;1111. 1 :·. ·.\ ,11rrrrFl11rr1rrr % · t I-, 1 t HOUSE ~·' , \ 'l. #5418 ,). (E) CHAIN LINK FENCE ', \ t 'i, (FENCE TO BE REMOVED) , 'l, ft;. ..._ t -J/.ff/ff///fl A -·\ ~ j//JJJfi • ' )I., \ ~ jJ/JfJJJJ/f// ~ ~'E."(t"N~l,.:I (E) GRAVEL DRIVEWAY , \ '111111/;" ccfa , , . ', \ (E) CENTER ISL.AND -\\ ·~, TAX PARCEL #0323059230 l ·~ r 'R, ,··l \ \ 452:" ; ' ' .-<.~:. ·. '· ' \ ?, 'l. ~ 'l 1 . ,' 1 ,V 'l, /' 1 ,' 1 ,/ , ,/ J, ,/ .. -.r_· ',,./" . ' ., .. / •,,/ ,,A 11/Jf//ifJ/J/fll /"' •J/JJJ/J.JJ/fiJj/f/ff/J!Lfl // // /,' /,' /,' "' / / / S 14°17'00" E 124.00' (E) CHAIN LINK FENCE (GATES & FENCE TO BE REMOVED) i Cl ~ NOTE: NO TREES TO BE REMOVED. TAX PARCEL #0323059070 / / / ·' cf / / / / / / .~~ ii" / / / / / / / / ? ... ::,.;_.. "'~ / / / / / / .,... / / / & ):>/, / / & / / / / / " / / / / / / , • EXISTING .OVERALL SITE PLAN 22x34 SCALE: 1" = 10' 11x17SCALE: 1"=20' 10' 0 5' 10' 20' / / / / / / / / / / / / / / ,T, " / / / & / / / / / / / / / / / " / / / I ~··Mobile· :=PROJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 980H '-:ISSUED FOR1 [ BUILDING PERMIT rff.EYISION HISTORY: NO. DATE, --· -IIY, ~ 5/SJ2016 REVISED UJG POWER CONDUIT -~~ /\ -olll8/20lB REVISED POLE HEIGHT & L.!.). RAD CENTER ~------·-·---·--· ------··--A 2ll6/20tB REV COAX SIZE AND TOTAL f...!..J.. LENGTH ----------·-····· ----------· ADD DRAINAGE PLAN. ,_&. _ 2111.2016 REDRAWCONC DRIVEWAY _&_ __ 1115121l16 REV PER EMAIL COMMENTS FROM CITY OF REl<ITON ~ 11112/2015 REV PER REDLINES REV PEA AE~UN~S-H~W 8 10/912015 A[PLJ.CEIK!HP0l£lo:::ATIQN Mm __ --~ONCDRIVEWAV ~-4124/2015 , MINORRtV b. -ol/16/201_5--~-~V. !>ER REDLINE$ J I b. 3127/2015 : ISSUED DESIGN REV1EW l:=PLANS PREPARED BY: B. J. THOMAS, P .E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206·851·1106 L-:DRAWN BY1 ~UCENS::, :CHK. BY1 .. ~ 0i I i Fl)RAWINQ INFORMATION: .. "'" e.rr "'" ""' a.rr "'' ""' "'" a.rr DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. AU PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LA TEST REV1SION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE MIY USE OR DISCLOSURE OTHER THAN WHICH rs RELATED TO NAMED CLJENT IS smlCTL y PROHIBITED !::=DRAWING T1nE1 EXISTING OVERALL SITE PLAN I] I (P) (1) U/G CONC VAULT TO INTERCEPT (E) UIG T-MOBILE COAX CONDUIT RUN \ FOR (P) (6) 6• UIG PVC CONDUITS~\ (E) T MOBILE ANTENNAS & (E) RADIOS TO BE REMOVED REPLACE {E) CHAIN LINK GATE W/ (P) CEDAR GATE W/ LATCH & LOCKS AS REQUIRED --------& (E) 70'4' AGL ROUND WOOD UTILITY POLE TO BE REMOVED X .,,. \ ---------(E) UIG POWER SERVICE CONDUIT FOR (EJ METER AT SIDE OF (E} EQUIPMENT SHEL TEA T-MOBILE BTS CABINETS 23" PURCELL ULTRA ; ' , , TO BE REROUTED FROM (P) 70'-4" AGL ROUND WOOD REPLACEMENT POLE SLEEVES/FLOOR STACK RADIOS & EQUIPMENT 1 8 x 11 shelter WITHIN (E) T-MOBILE EQUIPMENT SHEL TEA -: .,;_\~REPLACE (E) CHAIN LINK GATE WI (P) CEDAR GATE W/ LATCH & LOCKS AS REQUIRED (ADD (P) (3) FALB (P) {3) TWIN DIPLEXERS & (P) (6) CROSSBAND DIPLEXE~S) ~,, "' ---~ S \ \ ,-, '' ,,,-·, _ " -S 14°17'00" E 12400' ~~· /.,,. ·~--' _,;; ~-\ \. (WOOD FE{~b:~g~;~~~~ t>}b~ / '~: ..i;o \1 o::, (P) (12) 1-5/B'COAX FEEDERS ROUTE WITHIN (P) (6) 6' U/G PVC CONDUITS """' So'J / .._ ........ ~ ..,_ ~ \\Q_ \\ :;J ROUTE FROM (P) 60-0' AGL ROUND WOOD REPLACEMENT POLE t>~'<)~ ,,,-'"' (E) LANDLORD -s~ -i\,;;:_ \ TO {P) U/G CONC VAULT TO (E) T-MOBILE EQUIPMENT SHELTER, 180 l.F.1: / ' TO BE RELOCATED -~ .: .,.:1 \ DURING CONSTRUCTION •. L ~ ~ (P) 2-1/2"0 UIG POWER SERVICE CONDUIT ~J " , -UTILITY SHED~ ~ L "" I DIRECTL y W/ LANDLORD. CSINCfiEIEA ~ /TO (E) METER AT SIDE OF (E) EQUIPMENT SHEL TEA TAX PARCEL #0323059070 TAX PARCEL #0323059234 (P) CEDAR DOUBLE SWING GATE & (P) CEDAR GATE (W/ LATCH & LOCKS AS REQUIRED} (E) GRAVEL DRIVEWAY TO BE REPLACED WI (P) CONC DRIVEWAY - {P) CONC CURB AROUND CENTER ISLAND WI (P) PLANTS & GROUND COVER FOR LANDSCAPING (TYP OF 3 TYPES OF SHRUBS & 1 TYPE OF TREE) CONTRACTOR TO COORDINATE : _ ..... .-"'" \ c, , FROM (E) ROUND WOOD UTILITY POLE -/ ~ I (BORE UNDER (E) ROAD AS NEEDED) ~ (E) CONC PATIO TO BE REMOVED_/ , ~ _ I 8f (P) CEDAR DOUBLE SWING GATE ..> & REPLACED W/ NEW GRASS ,..,_ I "' / WI LATCH & LOCKS AS REQUIRED \J ' / \6 TAX PARCEL 5'EASEMENT (P) PAYERS FOR VEHICLE TIRES IN DRIVEWAY TO LEAD TO BACK OF HOUSE \~ #0323059121 WI {P) GRASS THROUGH OUT TO REDUCE IMPERVIOUS AREA & HELP DRAINAGE. ~ (E) GRAVEL ACCESS \ ~ TO BE REPLACED \ 0 WI {P) GRASS THROUGH \ 0.. OUT TO REDUCE IMPERVIOUS AREA & HELP DRAINAGE 't ~ 10' CENTER OF NEW POLE"• TO PROPERTY LINE . 1 fl (P) 2·112"¢ UIG POWER SERVICE CONDUIT FROM (E) ROUND WOOD UTILITY POLE TO (E) HOUSE (SORE UNDER (E) ROAD AS NEEDED) ,~~ •"" ,,• / / / / / 3' CENTER \;; TO PRO .~EFRNTEYW POLE .. ' LINE .,,.. .,,.. ,./ . "" // ;,/ ,." /·---~ so· ·(> .·. ..,~.;;,~-----/ ' .-· EDGE OF (Pl G~:; / / o• / / .;.• / .-·44a ' / / / " / / DRIVEWAY NOTE· NEW DRIVEWAY TO INCLUDE SLOPING AWAY FROM HOUSE FOR DRAINAGE CONTROL. ALL FRENCH DRAINS ON EAST SIDE OF HOUSE TO REMAIN OR REPAIRED UPON INSTALlATION OF UNDERGROUND CONDUIT. REFER TO ACCOMPANYING DRAINAGE REPORT/PLAN FOR INFORMATION REGARDING DRAINAGE. NOTE SEPARATE ROW PERMIT TO BE SECURED FOR ANY WORK THAT IS REQUIRED WITHIN THE ROW. EXISTING FRENCH DRAIN NOTE: EXISTING FRENCH DRAIN ALONG EDGE OF EAST SIDE OF RESIDENCE. LOCATION TO BE VERIFIED DURING CONSTRUCTION. ANY DAMAGED FRENCH DRAIN{S) TO BE REPAIRED OR REPLACED PER THE DRAINAGE REPORT, PREPARED SEPARATELY. & / / / / / & / / / EA9~NTS: & / / · /~T-Mobile lease areas ,. 2. PSE, 5' x 124' abutting east property / i '\ 1, TAX PARCEL #0323059230 •':'r::• ,-~· ,i i 452 ... 'i / \, // ., / '-:: ,.,." \ / ',t ,, 1/Jf.ll/" ... ,, .. ·!ff//t,il!Jif/J~,::,..,, . .,;j//J/J., / ,;., ,~-,, ,, ,/' // / ·,,..'<..o~ c.,<'<,~(:; <' ~~ ,, ,1:"'"~ ' '\ \ • ~ \ \, ~ "'·"" ' . 't-~<;) . '°'I". &I" .• ;{!>"" ' FILL NON ASPHALT AREA WI (P) GRAVEL AS REQUIRED / \/// ~ ·:' _,./ ./ / N56'36'58"E 59.13' /// " / y/ / / / ,, / / / ' \ " \ / / ,, / / / / • // d' / / / / / 30, / line \ .,,.. .,,.. 3. Northern Pacific Railway, entire parcel, / for mineral rights .,,. .,,.. 4. AP wireless, entire parcel, for wireless, / / except for PSE and other non-exclusive and exclusive easements prior to 10-11-1 (E) (3) T"MOBILE ltADFD1820-6565C-XOM ANTENNAS TO BE REPLACED WI {P) (3) ANTENNAS ltSBNHH-1DB5C ALPHA SECTOR: O' AZIMUTH BETA SECTOR: 120' AZIMUTH GAMMA SECTOR: 240' AZIMUTH (E) 70'-4" AGL ROUND WOOD UTILITY POLE TO BE REMOVED AT OLD LOCATION & REPLACED W/ {P} 60'-0' AGL ROUND WOOD UTILITY POLE AT NEW LOCATION PROPOSED OVERALL SITE PLAN 22x34 SCALE: 1" = 10' 11x17 SCALE: 1" = 20' 10' 0 5' 10' 20' ~··Mobile· ~PROJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 98056 '-:ISSUED FOR: ~ BUILDING PERMIT -REVISION HISTORY: ... DATIi DESCRIPTION, ' -- ··~ BT: l] - ,& _ __::~~~,~-R.EYlSEO U/G POWER CONDUI-M ~ 4/18/2016 REVISED POLE HEIGHT & N; RAD CENTER £~~·-;6,~;~ ---·--- REV COAX SIZE ANO TOT Al M LENGTH 8 2'112016 ADD DRAINAGE PLAN, BJT REDRAW CONC DRIVEW/1.Y b" 1'15/2016 REV f>ER EMAIi COMMENTS ,,, FROM CIT'/ OF RENTON ~ 11.'12,'2015 R~V PFR REDllNES BJT & REVP!'~~EDl,INES 'IEW 10/912015 REP\.AC""4EITT POL.E LOC~ T",QN -.00 BJT COl<C 0<!1V!:W~Y ~ 4/2412015 MINOR REV '" & 411612015 REV. PER REDLINES '" ' -' e, 3127•2015 ISSUED DESIGN REVIEW M ;::::PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851·1106 :::=DRAWN BY: CttK, BY1 I AAL BJ 11 =t.lCENSURE: ~ ........ ~~ I ,--------',;. ;/,t\~ ~ ( .i t "'· \.. / t -. .... -'·-~-__ / i,-4 ......... .:-.-· -DRAWING INFORMATION: [··--·--·-ALL DIMENSIONS ANO ADVISE CONSULTANTS OF ANY '"°""'° oM,ss,o-, ,cc,,es,ocs,ssces o, rn,s DRAWING /\RE SUPERSEDED SY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPAIETARV BY NATURE. ANY USE OR OISCLOSUl'!E OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED DRAWING TITLE: [ PROPOSED OVERALL =:DRAWING!!!!, PLAN I A-1 .1 I \ I I I 9, I I \ \ I I \ \ I \ \ '\ MULTIPLE {E) CONDUIT STUB (TO BE REMOVED AS REQUIRED) \'lo \ I I I \ \ I \ I I I V , ' & • • \ & (E) 70'-4" AGL ROUND WOOD UTILITY POLE TO BE REMOVED {E) METER AT SIDE OF (E) EQUIPMENT SHELTER (E} U/G T-MOBILE COAX CONDUIT AUN /I / '-,, \ ,,,. 'Y \ ~ (E) T-MOBILE ANTENNAS & (E) RADIOS TO BE REMOVED -\, ~ · (SEE SHT. A-1.1 FOR LOCATION OF (P) T-MOBlLE ANTENNAS & (P) 60'-0" AGL ROUND WOOD REPLACEMENT POLE) I {E) U/GT-MOBILE COAX CONDUIT DOGHOUSE~~_;';-<__ {E)CHAINLINKGATEx~> 0~---·· ~ .... , \ \ / (E) CHAIN LINK FENCE \ \ :-_\ , .• . (GATES & FENCE TO BE REMOVED) " / ,, ,, --~-~:;·:·· -----~--/··---· (E) WOOD FENCE & CHAIN LINK FENCE "" / \ (CHAIN LINK FENCE TO BE REMOVED) /,,,. / \ (WOOD FENCE TO REMAIN)x / ~ .,/ / \ ·::_·\ [-~\-~_·._._·---V. {E)RETAININGWALL 'I.' \ ii/,, \ \\ \ -. \ ' . . . \ \ \ ..\ •. \\ ' ' ' '\ I " • ,.1 ##~T### . ·. \.,-_, ,,,. /v \ .,,.. / \ ~ // \ s,1.!1 <:f '.'-,, ,, • y\ . . . ______ ... ,· ..-:._"/ /,,-...., \ _ _.-,,r.- ------· ----~ \ '\ \,-' ---~-:.\--) . ,\-~ -< ·. \ -.·-._ . ., ~V'/ / / \ ---'r"---- o'=,6~,,,. // T-MOB!LEBTSCABlNETS 23ftPURCELLULTRA 1 , " ,', SLEEVES/FLOOR STACK. RADIOS & EQUIPMENT ~~// WITHIN (E) T-MOBILE EQUIPMENT SHEL TEA \ .d .,,. (E) SHED ,, -/ .. ·· -~ ( ,,,, />/:_A! /"( ////,/ / . \ --z_ f' <l •, " ~ '.ii . .1 " j \\~ ::i 0 \1 TAX PARCEL #0323059121 {E)CONCSLAB~ (E) CHAIN LINK FENCE (FENCE TO BE REMOVED)~ \it ·o \ 0. • \ \ EXISTING EQUIPMENT SHELTER SITE PLAN 22x34 SCALE: 114" = 1' 11x17 SCALE: 1/8" = 1' \ {E) GRAVEL ACCESS/· ' ' I S I ,i\. \ ,. d .1 \ ,, I \ ,".,j -d'\'· I S I. <l I \ \ I ", .\ -,~\--__ \ . \ I \ ~ I ' \\ \ \. \~ ' \• I \ .:!.~.,, ... \ ' \ ·. ·'\··. ' i \ . . Ul --~~ASE~ENT" __ •• \ ._,_ . . \_ 6 . \ . '' 01- \ • . . • (<\ I '-.\ ~ \ I\t, ' . o __ . I I . \ ". I I I \ .'\. I I ' co :: & '<:1- ~ • ·Mobile· =PROJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 980M =rSSUED FOR: I BUILDING PERMIT 11 =REVISION HISTORY: CHK. -.. -NaCRIPTlON1 BY: . ----------------------____ l_ __ &. _51512016-RE.V!SEDU/GPOWERCONDUIT __ BJf _ _&_~~~16 REV!SE.D POLE HEIGHT & M RAO CENTER ----- ~ 2J1Bl2016 RE.V COAX SIZE. AND TOTAL "' LENGTH &. __ 2/112016 ADD DRAJliAGE PLAN, '" REDRAW CONC DRIVE.WA"!' .&. 1115'2016 REV PER EMAIL COMMENTS ' '" FROM CITT" CK-RENTON i &. 11/12<201S RE\I PER REDLINES '" & ---•. RE\' PER RE-DUNES NEVi 10,912015 REPI..ACEI.ENTPOLELOCATION ADD '" CDNC Dlll\/EW~Y ·-· Li', ----I '4124/2015 MINOA REV '" & ,4/18/2015 REV. PER REDLINE$ '" &. 3/27/2015 ISSIJE.D DESIGN REVIEW . "' =t>LANS PREPARED BY: B, J, THOMAS, P.E. 7807 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 =nRAWN BY1 CHK.BY1 I AAL BJ 11 ==t.lCENSURE: . .. A,' '\~ : tj'\" ~ ... =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS Of AN"!' ERRORS AND OMISsiONS. ALL PREVIOUS ISSUES OF THIS DRAWING .t.RE 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 TON.WED CLIENT IS STRICTLY PROHIBITED ==uRAWING TITLE= EXISTING EQUIPMENT SHELTER SITE PLAN ::ORAWING NUMBER: I A·1 .2 ! I I I I I I I 'l, I I I I I I I I I I I I I I I I I . I ,, ·, I , .• MULTIPLE (E) CONDUIT STUB (TO BE REMOVED AS REQUIRED) I I I I I I I I ' & 8 & & I (1 (P) (1) U/G CONC VAULT TO INTERCEPT (E) UIG T-MOBILE COAX CONDUIT RUN ~ FOR (P} (6) 6" UIG PVC CONDUITS I \ (E) T-MOBILE ANTENNAS & (E) RADIOS TO BE REMOVED (E) METER AT SIDE OF (E) EQUIPMENT SHELTER ~ \ ~ & (E) 70'-4" AGL ROUND WOOD UTILITY POLE TO BE REMOVED (E) UIG T-MOBILE COAX CONDUIT RUN "" \ ,~. r ... \' \· Y (E) U/G POWER SERVICE CONDUIT FOR (E) METER AT SIDE OF (E) EQUIPMENT SHEL TEA (E) U/G T-MOBILE COAX CONDUIT DOGHOUSE ,,,. \ •. ' : .. ·;. \ ~. . TO BE REROUTED FROM (P) 70'-4" AGL ROUND WOOD REPLACEMENT POLE (E)CHA!NLINKGATE ~ ~---~ .· . (E)CHAINLINKGATE TOBEREPLACEDWl(P)CEDARGATE ' v0 \.1-0 · ·_\·, TOBEREPLACEDW/(P)CEDARGATE WI LATCH & LOCKS AS REQUIRED ,,,. _, cP . _\ .•.• i \. WI LATCH & LOCKS AS REQUIRED 0 • .~ct .. --···· \ ·. /(E) RETAINING WALL (P) (3) FALB MOUNT TO (E) SHEL TEA WALL / -------------":tr ·\',~ ~ \ . WI (P) UNISTRUT & HARDWARE SUPPORTS / ---~ ·._ \ °?\ \ ', . 11\ \, (E) WOOD FENCE / _,,. \ 1 >___. 1\-e \1, (WOODFENCETOREMAIN)x / \ ·-:----.----' \~ .... ·......--------: \' _... \ rf \\ 1-e ' -s \"" \ 1 r ~---·,..'f 1 ~c;) ".,.,. \ ----::-:-1-e B •'<0-'l y~---·· .;;.)!!_,le ...ii.\ " 2;/ ' ... ' I 0•:fCJ'f,.,. T-MOBILE BTS CABINETS 23M PURCELL ULTRA ---*-.:lt-\ -e \ \ °'t, . I \ I 'I co '<:1- '<:1--.\_<:JO/., ' . SLEEVES/FLOOR STACK, RADIOS, & EQUIPMENT LL ...ilL -\_ \ 0 \ \?;··' WITHIN{E)T-MOB!LEEQUIPMENTSHELTER \ i . .,,\ . (E)~ ~..k--e-,.. ., __ , (P)(3)TW!NDIPLEXERSMOUNTTO{E)SHELTERWALL \ \ \ . · . ./ WI (P) UNISTRUT & HARDWARE SUPPORTS ..11.·. .:,;_ I \ , ' / ..ill.. ...I.IL \ ...ili...\-e ~\ (P) (12) 1-5/8" COAX FEEDERS ROUTE WITHIN (P) (6) 6" U/G PVC CONDUITS .,, (P) (6)CROSSBAND DIPLEXERS MOUNTTO(E) SHELTER WALL ' I S \ · ROUTE FROM (P) 60'-0" AGL ROUND WOOD REPLACEMENT POLE ( ; WI (P) THREADED RODS, UNISTRUT & HARDWARE SUPPORTS If] -°"~ ~~~ I~~ \.. TO (P) U~G CONC VAULT TO iE) T-MOBILE EQUIPMENT SHELTER, 180 l.F.± (E}T-MOBILEBTSEOUIPMENT ___;_JJ.. ....\.Lt_ ..I.LL \~\ (P)2-112¢U/GPOWEASEAVICECONOUIT . . \ '2, FROM (E) ROUND WOOD UTILITY POLE . (E) LANDLORD UTILITY SHED TO BE RELOCATED DURING CONSTRUCTION ~ ~ ~ -e \ TO (E) METER AT SIDE OF (EJ EQUIPMENT SHELTER CONTRACTOR TO COORDINATE DIRECTL y W/ LANDLORD -""-.w. .w. \-e \ \ (BORE UNDER (E) ROAD AS NEEDED) • I -Z. \ .> \1 .ili. -<U. -=. I \ i 1~-1 \1 \'t ·o I 0. TAX PARCEL #0323059121 (P) PAVER$ FOR VEHICLE TIRES IN DRIVEWAY TO LEAD TO BACK OF HOUSE WI (P) GRASS THROUGH OUT TO REDUCE IMPERVIOUS AREA & HELP DRAINAGE. ;\l""'- ' I \ (E} GRAVEL ACCESS TO BE REPLACED~· . ·. .•. WI {P) GRASS THROUGH OUT TO REDUCE IMPERVIOUS ~ AREA & HELP DRAINAGE PROPOSED EQUIPMENT SHELTER SITE PLAN 22lt34 SCALE: 1/4""' 1' 11x17 SCALE: 118" = 1' \ CL "'""' . I \ -I ' ..., ,,~ ;_ \ .,,>. _"¥_ I I ~\1i I I',; =\·o 0. ,_ ·, ' ..u, \., I I & '<:1- ~··Mobile· ;:::::pRo.lECT INFORIIATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 98098 :::ISSUED FOR: I BUILDING PERMIT 11 ~EVISION HISTORY: CHK. NO. 1MTW1 NSCAIPT10N1 8Y: . -·· '-----------.M: 5/5i2016 REVISED U/G POWER CONDUIT B.JT /\ : 4llBl20l 6 REVISED POLE HEIGHT & 6.JT i..!j,..: RAD CENTER -/\ : 2/16/20l 6 REV COAX SIZE AND TOTAL B.JT ~: LENGTH J\ · ADD DRAINAGE PLAN, L.l..J,_: 2/1/2016 RED'RAW CONC DRIVEWAY B.JT ' I\ '. 1115120le REV PER EMAIL COMMENTS B.JT ~' , FROM CIT'f OF RENTON &. 11112'2015 REVPERREDLJNES BJT & j ' 11(\1 PER REDUMEB NEW ------~---.. : 10/9/2015 REP\..AC!:'M~NlPOU:LOC~TION .o.tJD BJT ! ' COMC DRM:WAI'. I ----~---------------&.: 4r.!4/2015 i MINOR REV B.JT &.: 4/1ll/2016 : REV.f'ERREDLINES B.JT &i 3/27~;5··: ISSU~~DESIGNR~~;E~ BJT :::PLANS PREPARED BY: B, J, THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 iRAWN: CH~ BY~ 11 ==a.lCENSURE1 IS· "-~ .~\ . : I a\ t ~0 =nRAWINQ INFORIIATION1 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 DOCUMEMT"S IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PRO!ilBfTED =DRAWING TITLE= PROPOSED EQUIPMENT SHEL TEA SITE PLAN =DRAWING NUMBER: [ A-1.3 . ' • \ '/ \ ·~ 1; I \ /1 // ' ' \ 'i, · ... ~! ........ ·.. ((~) CHAIN LINK FENC (E) GRAVEL DRIVEWAY ./ ENCE TO BE E 1 / ;;Ji 'i I // I; ///I; J J/1 //; ;/I ,. . • , / REMOVED) \\ 011111111111111/lf_/ .• \g 1i ', \i \ ·o \0 I • \ \ I I '·\ I I TAX PARCEL #0323059121 \ 450 I \ \ I I \ ,1 \~ , • ~ • • I \ \ (E)CENTERIS~ND~ \ I \ 45.2\ \ \. \ I \ /' ',/,,. ,, ,, '.-. I I \ I I \ '' / \ .... ~ _\ ' '' ' ' .· ,· h ~~" 0~6 f,6 . )4' ,",<:,'b'<, ' ,/,, ' EXISTING DRIVEWAY SITE PLAN ,, 22x34 SCALE: 1/4"" 1' 11x17 SCALE: 1/8" = 1' /' /, , /' ,' ·. -s,.. • "• , ·,1 , ~ , '/, /,,, , • <:J"·· C' " 0 / f ,/' , f, 0 5' EASEMENT ~ \ ·,\ (E) GRAVEL ACCESS \\\\._\ . ./·-_(E)RETAINJNGWALL \ ' \\· ', \ ', .\_ . '-· \ 1\' \ I -··. \, \ -~ I . . \ ' . I (J) -', 1· --;.\·_\ I ,,\ i ··1 \ ·1 ~~--.\ .. '. \' 6' \ \ \ -c:::;---.' I . (<\\ ' \. ...>\ -,, ', \ 't.;.) _,',. ' \ i) /, I I , I , ,. .\ \ "'· / \ ··\~·' ,./ \ ·: ' ., I / \' \ ·-·, /' 1· . . / . I \ ,.,. \ ·\ ,./ I . ,. ., / I \. ~ / \ ···;· \.· ... /,.' \" . ,_y,,,. \ ·: ... /._ ·. \ ' ' \ .... ~ . . . \ / ,, ' f /,/ _:s../ ,. ··::so·: ·, ' ,, ' 'Si': ' ·.·.~ ,, 6 t:,,}~ ~ f 6 n.O ., 'C' o,;:,'i>'' • ,e:,":>'r' 0 ' f,_0~ <?-,'<-~ ' ' e:,"- • ' • ~··Mobile· ?PROJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G B418 NE SUNSET BOULEVARD RENTON, WA 98088 ~SSUEDFOA1 BUILDING PERMIT r=8EVISION HISTORY; NO. ll&Tl!.1 __ ., ··~ BY: &: SM01S REVISEDU/GPOWERCONDUIT I 8jT J\ .. : .(118/2016 REVISED POLE HEIGHT & ! -~JT ~. RAD CENTER I --·· -~--·-------~-------------------~------1-b; 2116~~~~-;i~AA SIZE AND T::_J_ ~JT J\ · ADD DRAINAGE PLAN, ' f...!..j., 211 /2-0 16 'REDRAWCONCDRIVEWAY SJf . j\ : 1115/2018 REVPEREMA1Lc0MME~Ts---~~~T L..!!..::!J. · FROM CITY OF RENTON ~-1111~~:-~EVPERRED-U"--' ----·--'sn &' 'A~VPtRHtOUNt5.NEW , 10,'jjl/2015 ~l"Pl.ACfMtNTP0lCLOCA7KIN .O.OD BJT CONC 0HIVtWAV b: ,4/24l201~-i~~~EV '"' & 4116/2015 REV. PER REDLINES S.IT & , J/27/2015 . ISSUED DESIGN REVIEW SH ?=PLANS PREPARED BY: B, J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 ~RAWNBY1 CKK. IIIY1 AAl BJ Fi-JCENSURE: "' .. ·· ':·~ ~00-·j···· ~ ····,i<~ .. :=oRAWING INFORIIATION: DO NOT SCALE Dt!AWlNGS. CONTRACTOR MUST VERffY ALL DIMENSIONS ANO ADVISE CONSULTANTS OF ANY ERRORS ANO OMISSIONS. ALL PREVIOUS IS.SUES OF THIS DRAWING ARE SUPERS£DED BY THE LATEST REVISION. THE INFORWITION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH 1$ RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED """=DRAWING TITLE: [ EXISTING DRIVEWAY -DRAWING~!!!, PLAN [ A-1.4 I ] I] ~ \ I I \ \ \ '/ /, I; (E) GRAVEL ACCESS TO BE REPLACED WI (P) GRASS THROUGH OUT / ;;1 -" TO REDUCE IMPERVIOUS AREA & HELP DRAINAGE (P) PAVERS FOR VEHICLE TIRES IN DRIVEWAY TO LEAD TO BACK OF HOUSE~ ? WI (P) GRASS THROUGH OUT TO REDUCE IMPERVIOUS AREA& HELP DRAINAGE. ---, 1 /j I; (E) GRAVEL DRIVEWAY TO BE REPLACED 1 (, WI (P) CONG DRIVEWAY V {P) CEDAR DOUBLE SWING GATE 1. & (P) CEDAR GA TE ! / {'NI LATCH & LOCKS AS REQUIRj / ;// / // / I; ;;J////1 111/li////!l. . .,j. ' ·" ' <l. 4 I \~ \1 ,g I {. ?11111! TAX PARCEL #0323059121 <l . " ' <l ' < • < < ' ' q ~ A < •· '<l 4 <l < \~ < (P) (12) 1-5/8" COAX FEEDERS ROUTE WITHIN (P) (6) 6" UIG PVC CONDUITS ROUTE FROM (P) 60'-0" AGL ROUND WOOD REPLACEMENT POLE ·o \ 0. I \ < 4 15'-7" • TO (P} U/G CONCVAUL TTO{E) T-MOBILE EQUIPMENT SHELTER, 180 L.F.:t \ I rru \ \-\ .a "1 \ \ ~ -z (P) 2-1/2"0 UIG POWER SERVICE CONDUIT I I \ I I \ ' <l • ' • ,45(J, < ' ' ·< 4 < 4 < 4 ' ' • " t ' < "' • ' • ' < 4 ' < ' <l • A " " < FROM (E) ROUND WOOD UTILITY POLE "' TO (E) METER AT SIDE OF (E) EQUIPMENT SHELTER ,\ (BORE UNDER (E) ROAD AS NEEDED) \J:mij \ "'(]' ~ ...1 _.d .,, • (E) 70'-4" AGL ROUND WOOD UTILITY POLE TO BE REMOVED AT OLD LOCATION \: & REPLACED WI (P) 60'-0" AGL ROUND WOOD UT!LITY POLE AT NEW LOCATION \~ \\ ~ -• .· '.>'..:: ' ' ~~ -~ f,~~~--• • < • < 4 ' / /XX /.YX X•/YXX/.Y\. "\ A .< <l < .,., ' ' <l•, • • ' <l l:?. n\l ~~ ·o 0. I I EDGE OF (P) GRASS / (E) RETAINING WALL DRIVEWAY NOTE: NEW DRIVEWAY TO INCLUDE SLOPING AWAY FROM HOUSE FOR DRAINAGE CONTROL. ALL FRENCH DRAINS ON EAST SIDE OF HOUSE TO REMAIN OR REPAIRED UPON INSTALLATION OF UNDERGROUND CONDUIT. ·(P) 2-1/2"t U/G POWER SERVICE CONDUIT FROM (E) ROUND WOOD UTILITY POLE TO (E) HOUSE (BORE UNDER (E) ROAD AS NEEDED) ; ; 3' CENTER OF NEW POLE TO PROPERTY LINE ;/ .. ; / ; ; / ; ; (P) (6) STYLE 4 TMA (2 PER SECTOR) & (P) 3) STYLE 3C TMA (1 PER SECTOR) MOUNT TO (P) PIPES BEHIND (P) ANTENNAS , / ··.s, E) {3) T·MOBILE #ADFD1820-6565C-XDM ANTENNAS TO BE REPLACED W/ (P) (3) ANTENNAS #SBNHH· 1 D65C ALPHA SECTOR: 0° AZIMUTH BETA SECTOR: 120° AZIMUTH GAMMA SECTOR: 240" AZIMUTH ; < \ ' • • • <l, ·• • " "' .J' P) (2) RING MOUNTS & (P) (3)2·318"~ x 10'-0" LONG PIPES. ~10· CENTER OF NEW POLE \\ TO PROPERTY LINE .ti ,\ ., \ <l~/ ~-' y· \ • ' (P) CONC CURB AROUND CENTER ISLAND W/ (P) PLANTS & GROUND COVER FOR LANDSCAPING < • • {TYP OF 3 TYPES OF SHRUBS & 1 TYPE OF TREE),--_/ d <l ' \ ' ' ·"' \ \ ' ' 4 < . < • • ' < < ll_\ .d ·~v· ···.· .. ·:1.· • , ' < ~ .\ 'll ' I I • ' • ' A, < < ·, 452 \ < 4 < " < • ,1 .;!.~ .. <l / ,. ' < // ,,, '/:,:, <:,'1>· .. <l • • < ' ' < .. ' a/ . 9:' <1 I • , ' ·4·/. .::i · . .., , ,;/, , • A PROPOSED DRIVEWAY SITE PLAN 22x34 SCALE: 1/4" "' 1' / ·•... y 11x17~';.1/8"a1' : ,,Y< > • ,. -~<v /~"':)"" :':,'<>', ' ' . "' ' ' .. ·.· • .J'. < ,. ' ,,. " '/ ,. ' ,. 15'·9" ,-,-<... " .. " ~,.- .'I· • ; . .,· 0 FILL NON ASPHALT AREA .j WI (P) ,GRAVEL AS REQUIRED 0 0 • f .,,.- ,, ""'' \\ •• \\ '? -:3' ·" \\ •• \\ •• ,,0. \\ . ·-::,-¢ \\ •• \\ •• ,, •• \\ •• \\ ·,, ,"" . ,. ·"· ·. _0,0~ '<-x-'" ' ' ' s<v . "'!).,, \ \ ..,, ,o ~'<-<:) 0'1" '. ,,,'r~ _,e:; ' ~ c::, ~··Mobile· ?PROJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 980N lrSSUED FOR1 ~ BUILDING PERMIT .--REVISION HISTORY: NO, DAT'l!t DEIICRIPTION, CHL BT: ~ 5/512016 REVISED U/G POWER ~ONDUIT BJT j\ : 4ll8/20l 8 REVISED POLE HEIGHT & ~ RAO CENTER '" A 2118/2018 , REV COAX SIZE ANO TOTAL ~ , LENGTH "" -----,----·-·------·-------·-- /\ ADD DRAINAGE PLAN, ~ 211 1.!0lS REDRAWCONC DRIVEWAY BJT --A · 11151201 e--;-;EVPERE.hW~CO'MMENTS BJT ~ FROM CITY OF RENTON & "1-1-11~015-~-~; PFR REDLINES on 11. ----'··REV "ER Rl:PLINES NEW 10111/201$ REPI..AC[MENTPOL[LOC~TION ADD BJT 1---• -~c~r::_E~VEW~Y ~-4r.!4®1~--~~~RAEV "" &. 41113/2015 AEV.:~~EDLINES BJT ffi 3127/201~ ISSUEDDESIGNRE\11EW ' "" ~LANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 ;:::DRAWN BY1 CHK. BY1 AAL BJ ;:::ucENSUREI , ...... W) -. -- ""':DRAWING INFORMATION: [[ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND AC\11SE CONSIJLTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUME""1S IS PROPRIETARY BY NATURE AN"!' USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO flAMEO CLIElff IS STRICTLY PROHIBITED. [ RAWINQ 11nE, PROPOSED DRIVEWAY -DRAWING~~!~, PLAN [ A-1.5 l] I $ TOP OF gx1STING ROUNDWOQ_Q_f>OLE 70'-4" AGL $ T-MPEII_LE R@_Cl;NTER 67'-8" AGL ,.,,~, ,,-;17· !,.;,·~ ·. , 'l:·~' (E) (3) T-MOBILE #ADFD1820-6565C-XDM ANl MOUNTED TO (E) PIPES & (E) CHAIN MOUNT I (TO BE REMOVED) '----(E) (6) DUAL PCSIAWS TMA MOUNTED BELOW ANTENNA ARRAY (TO BE REMOVED) I I I (E) (12) 1-518" COAX FEEDERS WITHIN {E) (4) PVC CONDUITS ~zj,. ROUTED UP WEST SIDE OF POLE WI (E) UNISTRUT STANDOFF ~- (NOT VISIBLE FROM THIS VIEW)~ I ~ I I I I ~ (EJ TRANSFORMER~ '~(E) 70'4" AGL ROUND WOOD UTILITY POLE TO BE REMOVED I (E) OVERHEAD LINE~ - (E) OVERHEAD LINE~ -- I I I (Ei ~VERH;;~-UNE7-I (E) T-MOBILE EQUIPMENT SHEL TEA (NEW PA!NT TO MATCH UNDERLYING LANDLORD PAINT COLOR, COLOR PER LANDLORD APPROVAL PR!OR TO PAINTING) OUTLINE OF (E) RETAINING WALL (BEYOND ELEVATION) (E) CHAIN LINK FENCE \ (FENCE ~O BE REMO~E~)~---- --,·--' -~ i EPLACE (E) CHAIN LINK GATE ./ ~ W/ (P) CEDAR GATE W/ LATCH & LOCKS AS REQUIRED I ;:E) WOOD FENCE & CHAIN LINK FENCE i:: ec::fl 'T ~ (CHAIN LINK FENCE TO BE REMOVED) 1J8l)" 11! ii I~ (WOOD FENCE TO REMAIN) 1fi ,1 11 ~ • , ·'!I;· L ···m· . :, I ~ "r , GROUND LEVEL EXISTING EAST OLD LOCATION ELEVATION f.--2_./ 22x34 SCALE: 114" = 1' 11x17 SCALE: 1/8" = 1' ~··Mobile· =PRG.IECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 11418 NE SUNSET BOULEVARD RENTON, WA 980N ~"""::~DING PERMIT ,-REVISION HISTORY1 NO. D&Tti DEICRIPTION1 -L ""' .~ 51512018 REVISED UJG POWER CONDUIT BJT J\ 411 &/20 18 REVISEDPOlEHEIGHT& BIT i.:!.::l. RAD CElflER -----. ~------- /\ 2/1G/20l(I REVCOAXSIZEANDTOTAL BIT ~ LENGTH --+ ----·-- /\ ADD DRAl"IAGE PLAN. ~; 21ll20lB REORAWCONCDRIVEWAY BJT b' 1l1Sl201G ~--------& : 11112/2015 REV PER EMAIL COMMENTS FROM CITY Of RENTON REV PER REDLJNES &' REVPiaR>IEOLJN~S.HEW ; 1019/2015 REPI.ACfMENTPOL E LOCATION l.00 ; CQNC D11'\/~WAY & ; 4124'20\5 . MIJIIOR REV & <1/18'20\5 REV. PER REOLINES ffi 3127/2015 ISSUED DESIGN REVIEW ~PLANS PREPARED BY: B, J, THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851·1108 ~DRAWNIY1 [LICENS::, CHK.8Y1 IJ ...... L,;,~ (00 ~ } -,< . - ~RAWINQ INFORMATION: "' ,,, ,,, ,,, '"' ,,, 00 NOT SCALE ORAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS A"ID OMIS~ONS. ALL PREVIOUS ISSUES OF THIS ORAWINGARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED !:::DRAWING TITLE: EXISTING SITE ELEVATION I] I TOP OF PROPOSED ROUND WOOD REPLACEMENT POLE $ & TOP OFT -MOBILE ANTENNAS 60'-0" AGL $ T-MOBILE RA_D _CENTER 56'-0" AGL $ BOTIOM Of_J-MOBILE ANTENNAS 52'..0" AGL (E) 70'-4" AGL ROUND WOOD UTILITY POLE TO BE REMOVED AT OLD LOCATION & REPLACED WI (P) 60'-0" AGL ROUND WOOD UTILITY POLE AT NEW LOCATION (E) (3) T-MOBILE #ADFD1820-6565C-XDM ANTENNAS (1 PER SECTOR) TO BE REPLACED WI (P) (3) ANTENNAS #SBNHH-1065C (1 PER SECTOR) (P) (6) STYLE 4 TMA (2 PER SECTOR) & (P) 3) STYLE 3C TMA (1 PER SECTOR) MOUNT TO (P) PIPES BEHIND {P) ANTENNAS (P) (2) RING MOUNTS & (P) (3) 2-318"~ x 10'-0'' LONG PIPES I : ------(P) (12) 1-518" COAX FEEDERS ROUTE WITHIN (P) (6) 6" U/G PVC :,_---CONDUITS ROUTE FROM (P) 60'-0" AGL ROUND WOOD REPLACEMENT POLE TO (P) U/G CONC VAULT TO (E) T-MOBILE EQUIPMENT SHEL TEA, 180 L.F.:!: ~ :-. C : : '' GROUND LEVEL 1 PROPOSED EAST NEW LOCATION ELEVATION .-2. 22x34 SCALE: 1/4" = 1' 11x17 SCALE: 118" = 1' PAINT NOTE: PROPOSED ANTENNAS, RADIOS, AND ALL ATTACHMENTS/HARDWARE TO BE PAINTED TO MATCH COLOR OF ROUND WOOD REPLACEMENT POLE. CABLE NOTE: CONTRACTOR TO ENSURE All COAX, HYBRID, AND JUMPER CABLES ARE INSTALLED !NA CLEAN AND NEAT FASHION SO AS TO ENSURE VISUAL COMPLIANCE W1THC0DE. ~··Mobile· 'Ro.lECT INFORIIATIONt HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 880118 BUILDING PERMIT :EYISION HISTORY: NO, IJATt:1 Dt:SCR1P110N1 ·-""' £. 5MOU, , REVlSED UIG POWER CONDUIT ;:...· ~-~18/20~;~-REYISED POLE HEIGHT & L.!!j,.' ; RAD CENTER A : 2116/2016 REV COAX SIZE ANO TOTAL ~ , LENGnt J\ : ADO DRAINAGE PLAN, ~, 2ll/20l6 , REDRAW CONC DRIVEWAY J\ . l/l5/20ia ] REV PER EMAll COMMENTS ~ : FROM CIT'/ Of' RENTON -& : 1111212~1~~-REVPERREOL/NES &: --· --;-nFVl'iRRFOLINEii NEW , 10/9/2015 ; HEaF'V.ClMfctll POI.~ LOCAHON A00 'CONCDRIVE'WAY &·: 4'24/201~ ·; ~l~;R-REV ,,. ,,. ,,. '"' ,,. ,,. ,,. ,,, b . .4116t.2015 : REV. PER RECLINES BJT & : Jml20;;~1;~~;0~~SIGI REVIEW ------ :PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851·1106 ,WNBY: eHK.BY: AAL BJ .WING INFORIIAT10N: '"' DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS ANO ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PflEVIOlJS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST RE\/lSION THE INFORMATION CONTAINED IN THIS SET OF DOClJ~ENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSlJAE OTHER THAN l'IHICH IS RELATED TO NAMED CLIENT JS Sn:IICTl Y PROHIBITED. ,WING TlTI.Er PROPOSED SITE ELEVATION A-2.1 I] I SHEL TEA EQUIPMENT NOTE. HVAC FAN TO BE REPAIRED OR REPLACED AS REQUIRED TO ELIMINATE EXISTING dBi LEVEL OF NOISE (E) T-MOBILE EQUIPMENT SHELTER (NEW PAINT TO MATCH UNDERLYING LANDLORD PAINT COLOR, COLOR PER LANDLORD APPROVAL PRIOR TO PAINTING} EPLACE (E) CHAIN LINK GATE :r::_ --' WI (PJ CEDAR GATE WI LATCH & LOCKS AS REQUIRED ' REPLACE (E)CHAIN LINK GATE Wl(P) CEDAR GATE 1 ---!-' W/ LATCH & LOCKS AS REQUIRED i ~----_.; i OUTLINE OF (E) RETAINING WALL ~.1/~-=~ --rr H-· 1 1~. , (BEYOND ELEVATION)~ ~ i j i !II : , /(E) WOOD FENCE / (WOOD FENCE TO REMAIN) -.... . ..... i: _0 i! iitll ... ... : ; .. .. ... ... ... .. ... ... • .. + .. [:~ .... --.. ~ ........................ .. ···~·········· ' @ MODIFICATION EAST ELEVATION 22x34 SCALE: 114" "' 1' 11x17 SCALE: 1/8" = 1' GROUND LEVEL ~··Mobile· =::PROJECT INFORIIATION1 HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 880118 ;::::aSSUED FOR1 I BUILDING PERMIT 11 pHEYISION HISTORY: ~~ NO. IMTl!I DESCRIPl10N1 BY1 ' i 8 __ ~0~~-REVISED U/G POWER CONDUIT BJT J\ 4/lBJ20lB REVISED POLE HEIGHT & BJT ~ RAO CENTER J\ ' 2/t9/20IO FIEVCOAXSIZEANDTOTAl BJT ~ LENGTli ---------,-- /\ ADD DflAJNAGE PLAN • .L.2). Z/ll.20lB Fl ED RAW CONC DRIVEWAY BJT /\ 1115/2016 FIEV PER EMAIL Cot.lMENTS BJT ~ FROM CITY OF RENTON & 1111212~-;S--FIEVP~;;EDLJNES --------~ -BJT &-----~-Rfv°?f'RRHlll~ESNEW ------~ 10,9/2015 RtF'I.A~'tMENll'!JLtLOCATION. AW BJT CONC DRr.fWAY & 4.'24/2015 MINORREV -BJT ~-··· & 4/16/2015 REV. PEFI REDLINES BJT ------------------------& l/2712015 ISSUED DESIGN REVIEW BJT =:PLAN9 PREPARED IIY: B. J. THOMAS, P.E. 7807 BOTH AVE NE MARYSVILLE, WA 98270 206-851-1106 =aJRAWN BY: CHK. BY1 llCENS::, BJ 11 ... /:) ··'<i01 :·oo~ ~ .... _.a ... =i>RAWING INFORMATION1 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSUL TAN TS OF ANY EFIRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWlNG ARE SUPERSEDED fN 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 PROH!B!TED. DRAWING T1n.E1 MODIFICATION ELEVATION :DRAWING NUMBER: [ A-2.2 r .. ,.r t .'"" l .-_---n~~ "1 "-1 E31 n •w ,_OJ "" . _j 11, ,.J COIIIISCOPE TWIN DIPLEXEA a&CHANICAL ""IOIP1CA110H91 PART I LENGTH WIDTH E15V95P46 8 88" 4 97· ' ,-Dtcf-'lH 4.~s· WEIGKT 10 \ LBS CONNECTORS I MOUNTING CONNECTOR TYPE "RF" 7-16 QIN FEMALE PART NAME CDXmAT-DSTWOS DIPLEXER I.UcntlCM. SPICll'ICATION•1 FREQUENCY AWS171D-2360MHz FREQUENCY l LTE6ll!l·89-4 MH:i: ! i-i MAX POWER 7-30Vdc rt~:.~·il TT'"' • o-••H--4 ~,Ir J_--· :_ _i ~_:J 3.62" :_. __ !jl 7.32" •· , ' -. , I -; -. :LJ--4 . ; ---"Is COMMSCOPE CROSSIIAND DIPLEXER MIICHANICAL SPICll'ICATIONI< WEIGHT PAAT # ECC1920.VPUB CONNECTORS TYPE"RF" LENGTH I WIDTH l llEPTH , 7 6' (192mm) ! 7 3" (186mm) 2.6' (65.5mm) 3.Skg (1.91b) MOUNTING CONNC:CTOR i PART NAME 7-16 DIN FEMALE -·: • c~ssaAr•ID~~~~~~.;.~S"/1'.WS",";>JSG ELli::TRIC.U.. ... KIP1CAT10NS1 FREQUENCY AWS-1710.1755 Mliz /ki;, ,;,, ~' ,/ >~ iC..,~ ,, ..;;: , - FREQUENCY PCS-1850-1990MHz GAIN t2DB POWER HANDLING 7.JOWc NSN RADIO MODULE FOR L TE 700 PROPERTY VALUE HEIGHT 15.75" -WIDTH 15.75" f- DEPTH 5.9 INCHES WEIGHT 59.52 LBS FALB DETAIL A-3 SCALE:NTS ;f' 4.98" 8.69" · 1 IT'' r'°'l 13 .. ---,o· --------1' -11 I I : -~ I ,' L I: ,1. " ,:(. CJr"J--j 1--, 'l_.1_1: 8 ' ··I ---1 ·', ·1 I, J, • '·------------ COMMSCOPE TWIN STYLE 3C TIIA STYLE 4 TIIA IIIOHANIC&I-SPSOJFIC-I.T10N91 IIICHANIC&I-IIPICMIIIOIITlDfRz PART. I LENGTH WIDTH DEPTH TMAT1921B78·21A f 9.09". -·-~ 8.89" ~.o;r cONNECToRs --!MOUNTING coNNECTOR'----PART NAME WEIGHT , LENGTH WIDTH DEPTH l.~.-~:~~0) -8"(2181T'm) ____ _2__3_~(=~-rfl!__ i MOL!NTING CONNECTOR : PART NAME ' WEIGHT • 4~ <; (~.8 lb) 17 6 LBS TYPE "RP" I 7-16 DIN FEMALE TW1N QjPLEXED A.W$!PCS TIM t.lODEL f ETt.l19V2S12U8 CONNECTORS TYPE "RF" I 7-1BDINFEt.lALE DIPLEXED PORTS DUAL BAND Tt.lA, Al"IS!PCS ~10&1-N'liOIFICATlONS1 ILECTRKal--Ol"10A.~1 I -F-~~EN~--L--F~~?UE_~CY __ _ AWS 1710 • 1755 MHz I PCS 1850 -1910 MHz POWER HANDLING 7-JOV<ic. FREQUENCY GA.IN G,cs:mo---:-,990 MH2 12±1 DB ITEM # I QUANTITY , --r -l---~·;::- ~ f- 8 9 10 11 12 13 14 15 1 1 1 ,-··c 4 l4 2 6 4 6 2 • • 4 1 PARTS LIST PART NUMBER ;----'- ( ____ _._ MOUNTING CLAMP ------BRACKET -BRACKET -I.ABEL: "ANGLE ---SPACER TUBE . _.. --------"ME F'I:ATWASRER\STAINCESS"STEEl) _ _ ---,---"MBiT.2Si:25min LA~l;li;GE-BUCi(STAINI.~SS_STEEl) .-n:rgs·---:-----~-·-----'"MB LOCRWA--sRER1STAl~IESS"STEE[1 __ _ --~6mi~J~ --;-~Ic~!lQ_mx~*i~~~~~~i:~E~L- 225244 CLAMP PLATE -fc&6t~ii -~;=---=-~-~-=~~~ff~~.Wstrm~1i1Mq__-~:::---- so0419. r2 ---"""M_f2"xT75X-150@'lU.lmE-cARnlA"GFrKJlTITT~?~.-!3.TEE[) _ 1584 MOLYBDENUM DISULFIDE GREASE ;-;~ : '--. ,.,@ 2 A-3 ~ ,,, ,: '-© --~ 3" STD WT PIPE <'® ',">· BOTTOM BRACKET TOP BRACKET P0\11/l:R HANOUNG 7-30Vc!c a ~ANTENNA !/ ff y 2 ANTENNA BRACKET ATTACHMENT DETAIL @ ANTENNA ATTACHMENT DETAIL A-3 SCALE: NTS SCALE: NTS ~··Mobile· ~AOJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 980Hi '--:ISSUED FOR: If_:: BUILDING PERMIT ~EVISION HISTORY: NO. DATIi!, DISORIPTIONt -L BY, .& S/5!.2011!1 ' REVISED lJ/G. POWER CONDUIT . arr -A ;;8!.2018 ·_ RE\IISEO POLE HEIGHi-& ' BJT L!_1 RAD CENTER I ~------.~·-·--... -------··---------------1---- /\ 211 61:2016 RE\ICOAXSIZEANOTOTAL BJT ~ I LENGTH , "A -_. ____ ,_ADDDRAJNAGEPLAN.---------,- 0 __ 2/l/.!Olft : REORAWCONCDRIVEWAY /\ 1115/20l6 'REYPEREMAILCOMMENTS l..!!.:::!. FROM CIT'/ OF RENTON &. 1111212015, REY PERRE.DUNES B. 101912015 R~V PeR t/la!Jlltlt:S t/EW REPlACFMFMT POLF LOCATION /\00 CONG OOMcWAV ~. 412"20!5 t.ll"IORREc.\/ ~, 4116/2015 REY. PER REDLINE8 b: 3127/20\~ ISSUED DESIGN REVIEW ~PLANS PREPARED IIY: B, J, THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206,851·1106 [HAWN:~ CHK. BY1 BJ -LICENSURE1 ... :"';-''· .. _-~ :~ :~· -.;:_ . :U -~ -- =DRAWING INFOAIIATION: ,.rr ,.rr ,.rr ,.rr '" ,.rr '" 00 NOT SCALE DRAWINGS. CONTRACTOR t.lUST VERIFY ALL Dlt.lENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS ANO OMISSIONS ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE l.J.TEST REVISION THE INFORMATION CONTAINED IN THIS SET OF OOCUt.lENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH 1$ RELATED TO NM!ED CLIENT IS STRK:TL Y PROHIBITED =DRAWING T1TLE1 GENERAL DETAILS =DRAWING NUMBER; [ A-3 I] I +-----3'¥8" ------+- 1'1 f 1' 6 112· 11 Jr .. -x __,,_X 6 112" r-1=2.·.·.·.·. C C ·.. . , Cl 2'-8" 1'-6" A •. " · ·. ·.• · j A 2· Lbrr_,~I--1 \_ (2) 1" Dia. Ground Rod Knockouts PLAN VIEW Cover Not Shown, See Cover Plan 1 112" Dia. Lift Hole r .,·' ·· ... · .1.:, ·.·E···.~~~1-.d_•-.\r.· -•.. ii• P· / ----------- .... .1 '.Jj. ~ > 12" x 12' Knockout 2 Each Side \·r;1 >1 1' k ·; 'Q-__ ·: , 2'-8" : " i. J "•:(=n6" !,it--i 3' .· . 1'-6" 1,, .. ~ri 1--, --,, K 6" Dia. Sump SECTION AA 0 Oldcastle Precast" l!IJ 0 U11LITY VAULT"rn,1,10, P.O. B0X588, Auburn, Washington 98071-0588 Phone: 253-839-3500 Fax: 253--735-4201 6" 3'-6" (4) 3/4' Dia. lifting Inserts wl U.V. Caps \ 0::.r, '\>-:/·:>>-~ S ~ S"-'J.t". ~1 ',, ',/'/~>'/ ~/'~)')')';~ ~'\); ~~:-...:,,,,,~:-....:,,) '~(/-.(,2'.--(~<-.!'{·{\/;,'~1 !..._/ ~<.( <'. ..(-/-; ;(' :-! ,!'.-.(-.J ~/--(,/ /-(,/..( /'(" /. /'{~1 ~ -/-/ ::/./.'-\/)~ -/~ ~ '<~ './._(-..( /. / J :, ,. .._(,/./ / '{ I) ~L. / .. LY~_]_-:_-_: /_',.,:y~_Ll1 . -\G:l,aa~d~:~ad Plare Co~• wl Locking Latch COVER PLAN 18":< 18" Knockout 1 Each End ·y·-_J· 1-----'i' i ! ! , ____ . HI 1'-4" J I : 1' !H 8" 1-1'-4"J '4 END VIEW 2'-0" x 3'-0" x 2'-8" I.D. Electrical Vault Standard Layout Copyright © 2001 Olllaallla.Precas{.1nc ~ • ·Mobile· =PROJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA NOH =ISSUED FOR: I BUILDING PERMIT 11 =REVISION HISTORY: CNL NO. .. ... DEICRIPTION:z -· • ~ ·, 5/St.!016 REVISED U/G POWER CONDUIT : BJT -------------------------1 ~ 4/!Sr.!(ljS Rf.cVISED POLE HEIGHT & · BJT ________ ---·····RAD CENTER ______ _1_ --& 2llB'2018 RtvCOAXSIZEANDTOTAL ""''" ,n -------._, __ ----6., ADD DRAJNAGE PLAN, 21112016 REDRAW CONC DRIVEWAY "' -----·· -------- ~ 1J15J2018 REV PER EMAIL COMMENTS . __ . ---·-· "--~ROMCITYOFRENTON M ~-1111212015 'REVPERREDLINES an &' ----iiEVPERR~!lU>ltS.>lt:W 101912()15 R[PlACFM~NTPOLEtOCATION .o.tlD '"' 'CONCDR1VEWAY ' ffi-: 4/24rl015 -~~1~~~~~v ,n &: 4116l2015-~!~~~-REOLINES '" I &. 3127/201~ ISSUED DESIGN REVIEW '" :::=PLANS PREPARED BY: B. J. THOMAS, P.E . 7607 60TH AVE NE MARYSVILLE, WA 98270 206·851·1106 =->RAWNBY1 CHK.BY1 I AAL .., II =t.lCENSURE1 ... ~ :···-0; :~-·~· \::'-•·· :~ '\', -...... - ~DRAWING INFORMATION: [·----~-·-All DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS ANO OMIS5jQNS. All PREVK)US ISSUES Of THIS DRAWING AFIE SUPERSEDED BY THE LATEST /U,1/lSION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY 9Y NATURE. ANY USE 0A DISCLOSURE OTl'IER THAN WHICH rs RELATED TO NAMED CLIENT 19 STRICTLY PROHIBITED r=NERAL DETAILS l>RAWING NUMBER: [ A-4 FOR POLES 12" -36" DIAMETER PLATFORM KIT #WS10335 ----------~---------------------- ITEM# y 1 3' DESCRIPTION CLOSE MOUNT PLATE WELDMENT CLOSE MOUNT HARDWARE KIT 2 318" 0.D. PIPE (SEE BELOW) 2 3/8" O.D. PIPE DESCRIPTION 2 3/8"0.D. x 48'' A53 GR.B PIPE, GALV. 2 318"0.D. x 60" A53 GR.B PIPE, GALV. 2 318"0.D. x 72" A53 GR.B PIPE, GALV. 2 3/8"0.D. x 84" A53GRB PIPE, GALV. 2 318"0.D. x 96" A53GR.8 PIPE, GALV. KIT# P23848 P23860 P23872 P23884 P23896 P238108 2 3/s~o.o. x 108" A53 GR.B PIPE, GALV. --~---···· NOTE: '.fT"cLOSE MOUNT HARDWARE KIT SHOWN ABOVE INCLUDES (3) %°'it> THREADED ROD ASSY'S AND (6} LJ.BQL TS ASSY'S 2.) SPECIFY LENGTH REQUIRED. PIPE ONLY, HARDWARE INCLUDED IN CLOSE MOUNT K!T SHOWN ABOVE. SPECIAL INSPECTIONS: ----------- QTY 3 GAL V WEIGHT. 46# SEE NOTE 1 3 SEE NOTE 2 SEE NOTE 2 GALV. WT. 15.J# EA. GALV. WT. 19.2# EA. GALV. WT. 23.0# EA. GALV. WT. 26.8# EA. GALV. WT. YJ.7# EA. GALV. WT. 34.5# EA. SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC 2009 BOLTS PER TABLE 1704.32. INSPECTION OF HIGH STRENGTH BOLTING; A.SNUG-TIGHT JOINTS PERIODIC 'CONTACT WIRELESS STRUCTURES AT (503) 587--0101 FOR PRICE & AVAILABILITY. 1-•I i'1<1 I I Ii ~ ,·,.: L' '·f .' --:~ir· .r ! lb ,</ I I I! , ,, ,, --"" ! [Wi' (' -(:i" i' , . ._;1 '-~"i~1 -·:1 · cLOSe MOUNT PLATE WELDMENT <t .:-; 2%" O.D. PIPE '2 ' (SOLD SEPARATELY) -:_J ~ ~>.--p : . ,f, r/ __ ,,, ·, \ ' _ %"~ THD'D RODTYP. ~" U-BOL T ASS'Y lYP, i DESIGN NOTES AND MATERIAL REQUIREMENTS: 1) THE DESIGN CRITERIA FOR THIS STRUCTURE IS AS FOLLOWS: A) STANDARDS AND DESIGN CODES: INDUSTRY STANDARD: ANSl!TIA 222 REV. G, 2006 & 2009 IBC STEEL MANUAL: AISC 13TH EDITION WELDING CODE: AWS D1 .1 B)OESIGN: WINO LOADING: 100 MPH {J..SECOND GUST) PER ANSI/TIA 222-G CLASSIFICATION OF STRUCTURE: U EXPOSURE CATEGORY: C 1 TOPOGRAPHIC CATEGORY: 100 MPH (3-SECOND Gusn PER 2006 & 2009 IBC, ANTENNA LOADING: (3) -8'X1' PANEL ANTENNAS @ 150' (MAX.) AGL 2) GENERAL STRUCTURAL NOTES: A)ALL MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS: P~TES: ASTMA36 PIPES: ASTM ASOO GR.B U-SOLTS: ASTMA36 STRUCT. THD'D ROOS: ASTM A~93-87 WELDS: E70XX B) ALL WELDING TO BE PERFORMED BY WELDERS CERTIFIED IN ACCORDANCE WITH AWS 01 .1. FIELD WELDING IS PROHIBITED. CJ ALL STRUCTURAL STEEL GALVANIZED IN ACCORDANCE WITH ASTM A123. D) ALL STRUCTURAL BOLTS SHAU. BE TIGHTENED TO SNUG-TIGHT AS DEFINED BY AISC 13TH ED., PG. 16.2-46 PARAGRAPH 8.1 INCLUDED IN HARDWARE KIT ~··Mobile· ~PROJECT INFORMATION; HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 980N =assuEDFOR1 BUILDING PERMIT ?EVISION HISTORY; -L BY: NO, DATal DE8c::IUPTION1 & : 515/2011.1 REVISED U/G POWER CONDUIT BJT I\ · 4llSl20 1S REVISED POLE HEIGHT & BJT ~ · RAD CENTER 1 /\ 2/lS'2(ljS REVCOAXSIZEANCTOTAL , BJT ~ LENGTH -------------·-t· A_ · ADD DRAINAGE PLAN, _L;!.),., 211 f20lS REDRAWCONC DRIVEWAY M /\ 1/15/2016 REV PER EMAIL COMMENTS _L!-\,; __ -----~'-FROM CITY °4'. ~-E~~O~ _ ,n &: ttl12r..!Ot5 •-REV PER REDLINES '"' 8 REVPEl!f!EDLIMES ~EW 1019/2015 REPI.ACEM[Nlf'O..ELOCATION MlD SJT 1 -~-~t>•WEWH ffi; 4,24/2015 MINOR REV '"' &: 4116/2(115-~-E~.:~REOLINES SH 8, 3'2712()1~ ISSUED DESIGN REVIEW '"' ~PLANS PREPARED BY; B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 '-:DRAWN BY1 [ -:HK.BY1 BJ =LICENSURE1 . ~0 : oo~ ' . ~' ' ti' -. =DRAWING INFORMATION; [·-------· ALL DIMENSIONBAND ADVISE CONSULTANTS OF ANY ERRORS AND OMISS!ONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITI.E1 ANTENNA MOUNTING DETAILS =DRAWING NUMBER; I A·S I ] 11 i \ ~ ~ / / / ' I / / ::./ / CONDUITS L -...._ __ , / / / ,<S 1 I I I I I ~ I ~ I ; I I i. I I ":. I \ 1 I \ s_ I ••• ~··•• I ··••\i,..~ GAAVB. \ ) \ \ \ I \ / \ \ \ \ I \ \ I I I I I I LEGAL DESCRIPTION THAT PORTION OF THE EAST HALF OF THE SOUTI-IEAST QVI\RTER OF THE SOiJTHEAST QUARTER OF SECTION J, TO'M-ISHIP 2.3 NORTH, RANGE 5 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH'NEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 1'24'56" WEST ALONG THE '>'<£ST LINE nlEREOF 300 FEET: THENCE SOUTH 87'49'08" EAST PARALLEL wrn-1 THE NORTH LINE OF SAID SUBDl',-1SION 80 FEET; THENCE SOUTH 6YQ9'oo· EAST 102.38 FEET: TI-IENCE S0Ul'rl 1417'00· EAST 190 FEET TO TI-IE NORTI-IWESTERLY MARGIN OF THE SUNSET H!Gl-,WAY AND THE TRUE POINT OF BEGINNING: TI--iENCE sounW,'ESTERLY ALONG SAID NORTHWESTERLY MARGIN 75 FEET; THENCE NORTH 1417'00" WEST 124 FEET; "THENCE NORTHEASTERLY PARALLEL TO THE NORTH'NESTERLY MAR(;:jN OF SUNSET HIGHWAY TO A POINT WHICH BEARS NORTH 1417·00· WEST FROM THE "TRUE POINT OF BEGINNING; niENCE soun, 14'17'oo· EAST TO THE TRUE POlNT OF BEGINNING; EXCEPT THE WEST 15 FEET l},lfREOf. SITUATE IN TI-IE COUNTY OF KING. STATE OF WASHINGTON. EASEMENTS ffi CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE 8' OF TITI..E REPORT. ~ 11:, NOTES TELEPHONE POLE EASEMENT PER KING COUNTY, WASHINGTON, RECORDING NO. 1162865, PURPORTEDLY RELEAS£0 PER KING COUNTY, WASHINGTON, RECORDING NO. 6046291. ELECTRIC LINE EASEMENT PER KING COUNTY, WASHINGTON, RECORDING NO. 6116838. 1) Till.£ INFORMATION PER ORDER NO. N223401 ISSUED SY FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON, DATED MARCH 8, 2004. 2) FIELD WORK CONDUCTED IN OCTOBER, 2003. 3) BASIS OF BEARING ALONG SE RENTON-ISSAQUAh RD. PER RECORD OF SURVEY, KING COUNTY, WASHINGTON, RECORDING NO. 8105229014, RECORDS OF KING COUNTY, WASHINGTON, AND REFERENCED TO NAD83 GPS VALUES. LA TITUDE/LONCrnJDE POSITION COORDINATE DATA AT PROPOSED POLE LOCATlON: NAO B3 LAT -4T30'17.59" N NAVO 88 LONG -122"08'42.24• W ELEV.-" 449.2 FEET ~ BENCHMARK IS "RPT1" NGS GPS CORS STATION. ELEV .. 43.4' ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. NOTES 1) TlllE INFORMA110N PER ORDER NO. N223401 ISSUED BY FIDELITY NATIONAL TITLE COMPANY Cf" WASHINGTON, DA TED MARCH 8, 2004 2) FIELD WORK CONDUCTED IN OCTOBER, 2003 AND SEPTEMBER, 2015. 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83). 4) UNDERGROUND UTILJTIES SHOWN HEREON, IF ANY. WERE DELJNEATED FROM SURFACE EV!DENCE ANO/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE YERIFlED PRIOR TO DESIGN AND CONSTRUCTION. POSITION TUDE HWy '.A TITUDE/LONGI I • PROPOSED p f I ~ -900 LOCATION <X.E / ____,,..-;;:. -~--=--;i ~ ) 1 ~ / ;...--- RETAINING/ WALL/ I I I / / / h':J'l, ' ~-1 '?' ,,:.o<:i 't,'; . _.',,, -~--~ -;/ 1 I LS/'7663~ ', //a ' ' .-·· • ?:; ,?ou.,t, '<-Q I ' [ / I \ \ / // ..,,,,../- / / --,if' ~ --/ / / / / // / / // I ,,,,,,, ,.,,--- ,.,,,.,,,.,,---/---/ / / / /-~ ...._ __ / ,,,.-_.,,,.,. / / / / / / ,,..---;:- \, __,,' /_.. ------// -~ \ /---- "---/ ,__- / , / PROPOSED POLE LOCATION ~/ -~~// / / GRAPHIC SCALE ! • /I .. --~ rNH.FTi looch•~J"l)",;1~~7tHEP1) SITE DETAIL r // .%. ,#' •. , , -:;;.-'"'. ' 1 I 1 ==----=-~ / S~~ \\! I --c: <( I FOVND BA 30' :C ( MARKED -~ & CAP t;° DA LS,17676• :! I , . SITE LOCATION SCALE: 1·-200' 140 JO'--j h- ~ J-30' FOUND 1/2" BRASS PLUG I ' k W,TI--1 PUNCH IN DO~ 1.5' 3 CONCRETE CASE "#J, ~ ~ ~ ~ 10 1' 900 ~ ~ ~ -/{ -\\ ·-=-I St /:itfl/r/J/y VICINllY MAP -NOT TO SCALE - LEGEND ----------SUBJECT BOUNDARY LJNE ---------RIGHT-OF-WAY CENTERLINE ------RIGHT-OF-WAY LINE "" "' °' " a " " ADJACENT BOUNDARY LINE --SECTIONAL BREAKDO'M,1 LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED GAS LINE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE BURIED WATER LINE BURIED SANITARY SEWER BURIED STORM DRAIN -DITCH LINE/FLOW LINE =========> ROCK RETAINING WALL ~ 'IEGETATION LINE -0-------0----0--CHAIN LINK FENCE WOOD FENCE -•--•---•---BARBED WIRE/WlRE FENCE [fJ TRANSFORf.lER ""9" FIRE HYDRANT ):.{ LIGHT STANDARD M GATE VALVE [I:j POWER VAULT 1B WATER METER ~ UTILITY BOX A F'IRE STAND PIPE " UTILITY POLE <-POLE GUY WIRE "' GAS VALVE D GAS METER [TI TELEPHONE VAULT D @ CATCH BASIN, TYPE I CATCH BASIN, TYPE II SIGN BOLLARD MAIL BOX o TELEPHONE RISER 23 4 -21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHO~ ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO TH NAW88 DAl\J'-'I. 2) ALL TOYl'ER, TREE AND APPURTENANCE HEIGHTS ARE AF.IOYE GROlJN:) LEVEL (AGL) AND ARE ACCURATE TO ± 0.5 FEET OR ± 1% OF TOTAL HEIGHT, l'.tllCHE\IER IS GREATER. TREE LEGEND DECIDUOUS TREE 0 AL12 -TRUNK DIAMETER (IN) L_,..,,,, AL .. ALDER MP•MAPLE DSaOECIDUOUS MA..,MADRONA OK-OAK CH•CHERRY E'IERGREEN TREE * CE..,CEDAR DF=DOUGLAS FlR HE•HEMLOCK Pl=PINE DF18 195.2 EVG~EVERGRfEN L__ HEIGHT AGL IF MEASURED NOTE: "TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS ¥,£RE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOv.N ARE FOR REFERENCE ONLY AND 01},IER TREES AND VEGETATION MAY EXIST. SITE INFORMA 110N TAX LOT NUMBER SITE ADDRESS S!TE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA PROJECT AREA 0323059121 14622 SE RENTON-ISSAQUAH RD RENTON, WA 98056 R-2 (KING COUNTY) 123,804± S.F,(2.84 AC,) TO BE DETERMINED SURVEY REFERENCE 1) RECORD OF SURVEY BY EMMETI DOBBS RECORDED UNDER AUDITOR'S FILE NUMBER a1D622go14. RECORDS OF KING COUNTY, WASHINGTON. 2) RECORD OF SURVEY BY DONALD BURNS RECORDED UNDER AUDITOR'S FlLE NUMBER 9106079023, RECORDS OF KING COUNTY, WASHINGTON. 3) HIGHWAY PLANS FOR SR9DO RECORDS OF DEPARTMENT OF TRANSPORTATION, WASHINGTON. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD-FOUND EVlDENCE ANO RECORD INFORMATION. CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOW MAY BE INCOMPLETE • STATE LAW REQUIRES TriAT CONTRACTOR CONTACT 11',E ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 ~··Mobile-· Gr.t 1'1Dl'"t. fvo,.., life L~XCOM e DUNCANSON -Camp,iuzy, Izic:. 145 SW 155r#Str<'~I. S,,ite 10.' sPollM, WmhJJ,1(/<ffl ¥8/M /'/,om: }06.]40141 F.u W6 U4.UH SITE SE02511G HWY 900 I P8E I HANSEN 14822 E FENTCH-aAOlJAH PD IBfTClN. WA 8II069 KIIQCCLMY 'lt9 DWIINIIWAI aart.1'&> fQI ne l!XaJJalE la c. M Q.a,r IWrl!!D lellDI, IINJ • IQI" lt> • 1act11 IM«:t.E ORII P'Mr 'MIHCUT afftalALITHCIIZAlDI l'ftClll ...,...,, a-. Cl,ICANIQN CXU'Nff. ~ FLO. CREW: BMLCT FLO. BOOK: 383/27 ORA~ BY: LAC JOB (I: 01808.072 DATE: 09/29/15 REVISIONS '"' !1/1g/t5 DESCR1Pl10H UPDATE AND RE",\SE POU: LOCATION " CAC SHEET TITLE EXlSll<Cl SITE Sllll'EY SEC 3, TYe 23 N, FNl 5 E. WM SHEE; l NUMBER SV1 BOND (P} MGB AT POLE TO (E) MGB AT EQUIPMENT SHELTER -----{E) MGB MOUNTED TO (E) WALL BONO ALL (P) FALB & (P) DIPLEXERS TO (E) MGB ..-~"--- • BOND (P) MGB AT POLE TO (E) MGB AT EQUIPMENT SHEL TEA (P) MGB AT BOTIOM OF POLE MOUNT TO (P) UNISTRUT STANDOFF\/- /,,, GB~ • ~----~ ', . \ \ \ . ~ . BEYOND (P) MGB TO (P) GROUND RING (TYP 2 PLACES) BOND {P) AGB NEAR ANTENNA ARRAY TO (P) MGB AT BOTIOM OF POLE • ELECTRICAL GROUNDING PLAN 22x34 SCALE: 3/4" -1' 11x17 SCALE: 318""" 1' ! \;.--~(P) P,OLE GROUND RING , ,, / I I / I I I ,' ' (P) AGB NEAR ANTENNA ARRAY BOND (P) ANTENNAS & RADIOS TO (P) AGB ' ' ' ' ' • ' ' • ' GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR !S 8". 3 NO SPUCES PERMJTIED 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 CONNECTIONS 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 PERMITIED. 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 INST ALL ED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE JO". 12. A CERTIFIED CONTRACTOR Will MAKE ALL MEASUREMENTS REQUIRED 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 TOA SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND: MGB TT GROUND BAR a CADWELD • MECHANICAL CONNECTION • COPPER GROUND ROD 0 GROUND INSPECTION WELL EXPOSED WIRING UNDERGROUND WIRING ~··Mobile· ?=PROJECT INFORMATION; HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD REHTON, WA 980H "-::ISSUED FOR: [ BUILDING PERMIT r-REYISION HISTORY: NO. DATI!, DE8CRIIPTION1 -~ ..... .&. 5/lir.!016 REVISED U/G POWER C~~~---~~ /\ 4IT8!.20lS REVISED POLE HEIGHT & BJT ~ RAD CENTER /\ 2/18!.20lB REVCOAXS11EAN0T0TAL BJT /.!)._ LENGTH -------· ------------,_6 21,ao1e MID ORAl"IAGE Pl.AN, REDRAW CONC DRIVEWAY /\ 1/15/201S REVPERE.MAILCOMMENTS ~ FROM CITY OF RENTON I-·-··· --·--·- ,m ,m & 11112r.i'015 REVPFRAEDLINES BJT 8 . . REVPERREDLINES NEW---------,- 1019/2015 RH'l..ACD,iENT POl[ LDC.I.HON ADD B.Jl _ _ ___ S,O_!"_~~EW~Y 8 IA Ile, 4/2-4/2015 MINOA REV BJT 4116/2015 REV PEA REDW.IES BJT 3127/2015 ISSUED DESIGN AEV1€W BJT ~LANS PREPARED IIY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 i-::DRAWN IIY1 [LICENS::, CHK. BY; , ..... ;ri~ ~} -. - ~DRAWING INFORMATION: BJ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND A.D\IISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED SY 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 TITLE1 [ ELECTRICAL GROUNDING PLAN rE-1 I] I TYPE TA I I TYPEW }-"» TYPE GT E-2 --~ '•10 J TYPE VN ,._., '·--\ <> ... ·-<;, TYPE VS TYPEGY I ! ·-./> -. -tJ) {l TYPE NC ;l TYPE VB TYPE GR TYPE SS ;.-,,....._ -cJ TYPE PT ·,._,. TYPE GL (~'? -~~~ TYPICAL CADWELD CONNECTIONS SCALE: NTS HARGER GROUNDING BAA #GB14824 (OR EQUAL} WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN \ #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE--~---. COAX CABLE GROUNDING KITS WITH . ., ,\ \ \: LONG BARREL COMPRESSION LUGS, ,. '.\. '-i ·1 ("\ INSTALLED BY CONTRACTOR. _ • . ', .~ , i , I-'\ , . f_ ·._ l .• I I,;.: I H, . .,,; . I ' I ,1 I ~.;, , ,-. ,· -1, 1 ,,JI: I!=: -I I I f I : :; , I r.:.;, • f· • , '1 ~' I~' 1 L': eJ_ ".-' pi I fY 1 ,.1 "'I-1;111 'I a 'if:)" I I • .., r) 1-~· I I (' a ., (;) ~. <Ji ,, !) -,:. HARGER GROUNDING BAR #GB114412GOR EQUAL~ ANTENNA MOUNT GROUND I • COAX CABLE f f GROUNDING KITS f\ __ 1 , .-. \ ' .--' :._,, ( , -. 1 I····, 1(/il, r-;i: !A •, ', '1' ,-, ,/*'' . '-' • ,·-I ; ···\/ Mt:=; :, I ! i~-;1 tr·~;/·-· f..,• , r --,-! ..,.,,~ : :·--- i:i Jt1 1 l.., ~,: "j) ,-.--#2 SOLID BARE TINNED "".: :ri_·;.;,"'-l!(il!r_,_i_,_ -l_irj ; "-;, ... ....-1, 1irJ·1 -· (.;--I, ,I l'I:), _;..'--__ P1 1 :.. 0,; l , I I I l,iitf :o, :! . , I , ,:i, t· l-"j i " ?, 1· . !()I ~ i''_,1 '· / . .A. = CADWELD ' COPPER WIRE TO GROUND j_ RING -PROVIDE (2) PER MGB r)'! :t~;[(j:!~. ,~---- jt)'\. ,· '-#2 GREEN INSULATED COPPER WIRE TO MGB AT BOTIOM OF POLE l. ':' l. TYPICAL MGB TYPICALAGB . @ GROUND BAR DETAILS SCALE: NTS ~··Mobile· FPflOJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA NON l...:ISSUED FOR1 [ BUILDING PERMIT .--REVISION HISTORY: NO. DATEI ............. CHK. BV, ~ 5151.2016 REVISED U/G POWER CONDUIT '" /\ 4ll8/20!8 REVISED POLE HEIGHT & ~ RAO CENTER --}\ -- 211 6!20 18 • REvCOAXs1zEA>-1DTOTAL ~ LrnGTH I\ , ADD DRAINAGE PLAN, ,_O 2.11'1°18 REDRAWCONCDRIVEWAY /\ 1/lS/20lS REVPEREMAILCOMMENTS ~ ' FROM C!TY OF RENTON -. . --'-···--- ~ 11112/'l015 i REV PER REDLINES &------------~--REV~ii-RfflLINES -NEW - 1019/2015 ; REPlACEMENT f'OLE LOCATION AOD ; COi-iC CtRI\/EWAY 1---------+-------- &. 412~15 l~I:~~--~~---- ~ 4116!2015 i AEV.PERREDLINES & 3127/2015 i ISSUEODESIGNREVIEW ::=:PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 '--DRAWN BY1 [LICENS:, CHK. BY1 IJ . -..• a -- '" '"' '" '"' '"' an '" '"' an l...:DRAWINQ INFORMATION: [ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS MID OMISSIONS. ALL PREV10US ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN TH!S SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH 1$ RELATED TO NAMED CLJENT IS STRICTLY PROHIBITED. nnAWINQ 11nE1 ELECTRICAL GROUNDING DETAILS I] I SITE LOADING CHART IECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TNI ALPHA RED SBHH-1D65C COMMSCOPE o· BETA GREEN SBHH-1D65C COMMSCOPE 120' GAMMA BLUE SBHH-1D65C COMMSCOPE 240° 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 SPECIF!CA TJONS 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 STEP4.) 6 PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. MECHANICAL DOWNTILT o·. o·, o· 1', 1°, 1° o·. o·. o· ELECTRICAL DOWNTILT 2', 2·. 2" 2°, 2", 2° 2·, 2", 2" RADIATION CENTER 56'-0" AGL 56'-0" AGL 56'-0" AGL CABLE TYPE (4) 1-518· COA)( FEEDERS (4) 1-5/8" COAX FEEDERS (4) 1-5/8" COA)( FEEDERS ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE ANO 3 LAYERS IN 314" TAPE (ALL WITH MINIMUM 50% OVERLAP). All TAPE ENDS BUTYL TAPE SHALL BE CUT (DO NOT STRETCH}. COAT (ALSO KNOWN AS MASTIC, TAFFYTAPE)~ WITH 3M SCOTCHKOTE SPRAY SEALER~ ELECTRICAL TAPE (1 LAYER) jf--CT-O-RS_,;-P~)~~ p + +• f±n1r~~J~ t'f,1nr::i:l:~ r·1,:1nr::J:: .. ~ STEP 1 STEP2 8TEP3 STEP4 1 COAXIAL CABLE WEATHERPROOFING F-SCALE: NTS --r+--r--e--, er, ', ',L-'r r-, I I 1r11 Y-L/ I I I I I I I I .l+L ANTENNA AND COAX GENERAL NOTES: 1. All ANTENNA ANO COAXIAL ANTENNA CABLE TO BE FURNISHED BYT-MOBILE AND INSTALLED BY CONTRACTOR 2 COAX COLOR COOING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH ANO COLOR COOED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES. USE THE ATO, BTO, & GTO COLOR CODES ONLY 4 COAX SHALL BE TAGGED WITH COLOR COOING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VINYL 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 ANO INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. ,f 119• -,I' ,r, 1·,f-- ~ -; 96" +-~~ COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER I HEIGHT I WIDTH I SBNHH-1065C 96in 11.9in 7.1 in CONNECTORS ] STANDARD MOUNTING HARDWAREJ (6) 7-16 DIN ] INCLUDED I ELECTRICAL SPECIFICATIONS WEIGHT 49.6 lbs FREQUENCY--P6IAR1ZAtfbN AfN 1710-2360 MHz ±45° 17.7-18.5 dBi VSWR ±".· _ A:f.c. INPUT POWER <1.5:1 __ 3.§.0 WATTS -AZIMUTH B.W. I WtS I ELEVATION B.W. _s.-ci·t·o.7· ~··Mobile· ~OJECT INFORIIATION: HWY 900/PSE/HANSEN SE02511G M18 NE SUNSET BOULEVARD RENTON, WA 980A FISSUED FOR: BUILDING PERMIT ?£VISION HI.TORY: NO, DAffl D£1CRIPTION1 -~' 5/512016 REVISED U/G POWER CONDUIT I\ ; 4/l!l/20jS , REVISED POLE HEIGHT & -L . ., "' '" I] i.!.j.: I RAD CENTER r'--,-----•----·---------' ---1 I\ . 2IHl/20jS REV COAX S!ZE ANO TOTAL '" ~! LENGTI-l __ ... + .... ----. --------I A ' ADD DAAINAGE PLAN. f.!_),., 2/j/20ie REDRAW CONC DRIVEWAY '" ---; .. : :-1115~~~-TREV PER EMAIL COMMENTS BJT ~ · FROM Cln' OF RENTON ---: ··-r----- ~j 11112/:2015 REVPfAREDUNES '" -I -~-AEVPERREDLINEil-~EW -A : 1M112015 'RLJ'I..AC[M[NTP01£LOCATION. ADD 6JT ~ j ---r~~-~IVE"<~Y _ ---·-~ ffi i 4'"24/2015 ; MINOR Rf.V ; f!JT ' ffi j 4116/2015 REV PER RECLINES ~: 3127/201;·-,, ISSUf.O DESIGIII REVIEW '" 1 BJT ?Pl.ANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 ~ CHK. BY1 .. r;:LICENSUR1!1 ......... ~~ ' . -... F0RAWINQ INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DlMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS ANO 0MISS10ti5. AU PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST RE\IISION THE INFORMATION CONTAINED IN THIS SET Of' DOCUt.Ei'ITS IS PROPRIETARY BY IIIATURE. IVIY USE OR DISCLOSURE OTHER TttAH WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PflOHIBITED. [R~MU RF·1 I J -----------------1·.--------I-. G,vu"d X I """" ,,.,, '"'" J lcctor ~,,,, "'"'·' ·-·· L , ,. . f~FBGSM mC -~ Jjiil! I l ~ ll ~~ I L FSME MTS AWS I L<><>"od,n FC<"M ofS.<;c l ___ -·· -I.. iow~, ~/OW/Pd A I s G Configuration 703E_GD5h (FRLB Ground diplexed with a Hexport for 700/UMTS AWS/GSM) ------------------- -::,~.~.~;: »''ei:"j •• f' I LTE controls all RETon Ho, antenna 1 I row,,, Legend New Equipment Upgraded equipment Reconfigured equipment Grnund l'rnYIPU} Modrrniu:d Ccnfis· ~~j JL»-90!; _._,._.,. 60:"" i ~:~~. ,---·1-~ '°''0"' ·. ~··Mobile· ~OJECT INFORMATION: HWY 900/PSE/HANSEN SE02511G 5418 NE SUNSET BOULEVARD RENTON, WA 980N ?ISSUED FOR1 BUILDING PERMIT ~VISION HISTORY: NO, IJAftl ............. -L ... &. : 515r.!016 REillSED U/G POWER CONDUIT ! BJT .& 4/16/2018 & 2/16/2018 & 2/1!2018 REVISED POLE HEIGHT & RAD CENTER REV COAX S12E AND TOTAL ' ""°"' • ADD DRAINAGE PLAN. ' REDRAWCONC DRIVEWAY '" "' '" /\ 111512010 REV PER EMAIL COMMENTS BJT ~ ' FROM CITY OF RE ITT ON ,.. . . . ---·-· --·--· 6 1111212015 REVPERREDLINES BJT & . --'--REV PER-~EDllt1ES. NEW . !0}912(115 AEPlACEMENTF'OlELOCATION ADD BJT _ ----'-~~l\llcWAV ______ L ffi 4'24/2015 i MINOR REV ' b. 4118/2015·;· REV -;ER REDLINE$ ~ 312712()1, ISSUED DESIGN REV1EW ?PLANS PREPARED IIY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 =DIIAWNIIY1 CHK. IIY: ~UCENS:, ... ......... [!}1 ~ -·-- '" '" M '-:DRAWING INFORMATION: [ DO NOT SCALE DRAWINGS. COITTRACTOR MUST VERIFY ALL DIMENSIONS ANO AOV1SE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PAEVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED INTHIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER TttANWlilCH. 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'-. u ih \ \ ' \ U.086 ""' "TIJl-li.08 tol 3llOS 'A'l'/.011:IVd >13J~HHION L086L SSTI3~~ 111801'1 l V M 'No.lN31:1 W9C:03S N3SNVH/3Sd/006 AMH '3.1JS 3.lJS SNOUVONWiOO l:IV10T130 NV1d OS3.L "i ~VNVl:ICI 3.1JS TIVWS ~ .. ~ §i ts ' ii ~~· ; ~ I i~·· .. ~ . u~ · i~ • · ~u· i ~,! , ~11: i: !;; Ii ! i !iii ·Ii i u ~ • IM! "<1) .• i·~ i ; . ·r '! • ., ~ ia 1:; ,~ ,ii ; :. i1 ,1! li : :111 = • ~ .~ --~ '!• ~ •• : i ·~ If ~,11~,. g ;lo~ 1: 11, i, ~ ~o!i ~ ~lit ., '~" ' •!i• i~ • ,. ·~ j ·~~1 ,, -~a ! ~.; , ! i ;§ b,·!11,i~i j•;• ., -1· 11,' i1!.!1 ~ i ·~ •!!~~ ••• ~-. •''! l' !,! ··• l ii 1~"···1-~i i"I, al ,ii i;h ~':d~ i c" ·~ all ! "i ' • rl!•,! • 1 1· ,,~;~~· 0 .... • ~r· 1'r < !0 •! o>"~· ~;·: ~· S S • I" • 1i,1 • 'OI "'"" ~=--il'j=i ~ .. 15 ; ,, i i ,§ •,!~~-1!1"~' i;,i ti .d Ir~ ~§Ii et '~ i;I •·<~ •• , •• : '•!!h 'I' ,~r ll~il U;;;:l! ";! !I i~1U!l ,i ., i ,! II !••!!h~ ... !~, !h, ! ~j~':'i :! \ '" ~ "' -"' :11 0 (/J ~ ' z Q ~ i !