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HomeMy WebLinkAboutLUA-06-173_Large FormatSEC. 5, TWN. 23N, AGE. 5E, W.M. 20' 0 SCALE: 1" -20' 20' 18" FIR h = 84' N 89"16'35" Vl -----____ 5~3!t._ ___ _ NORTH LINE LOT 334 ,/"yy;;.~~yy'7 ~ TOP :::L = 34-6' 125,07' H ~ 87' / ""' I \ L---' TOP EL = 348° / "--. ,1 -/_ \ I '-:.J PROPOSED 4' WIDE TELCOM I I TECHNICIAN ACCESS PATH,/t,.Y / I ff / / PROPOSED ELECTRICAL / TELCO ROUTING PER ARCHITECTURAL PLANS AND DETAILS IAX PARCEL 0523D.590J9 IMITS OF CLEARING ILTER FENCE 11 11 PROJECT SCOPE THE PROJECT CONSIST OF THE INSTALLATION OF A CELLULAR COt.lMUNICATION SITE WITH A MONOPOLE AND BTS EQUIPMENT LOCATED IN A 600 SF GRAVEL COVERED LEASE AREA, ACCESS FOOT PATH. ACCESS TO THE SITE WILL' BE PROVIDED BY A 220 SF± FOOT PATH (TELCOM TECHNICIAN VISITS EXPECTED TO BE 1-2 TIMES PER MONTH), LITTLE ' SITE IMPACT IS ANTICIPATED AND THEREFORE MINIMAL T.LS.C. MEASURES ARE REQUIRED, PROJECT CONTRACTOR SHALL EVALUATE SITE CONDmONS AS WEATHER CHANGES OCCUR AND THE PROJECT PROGRESSES TO COMPLETION. , COMPLETE FAMILIARITY WITH THE NOTES CONTAINED IN THIS PLAN SET IS REQUIRED PRIOR TO BEGINNING WORK, IT IS ANTICIPATED THAT THE t.llNIMAL DEVELOPED DRAINAGE THAT RESULTS FROM THE PROJECT WILL SAfll_Y SHEET FLOW AND DISPERSE INTO THE VEGETATION THAT SURROUND THE PROJECT SITE. NO IMPACT ON EXISTING CONDITIONS OR ADVERSE AFFECTS TO THE LOCAL SOIL AND/OR SURFACE WATER CONDffiONS IS ANTICIPATED. ALL EARTHWORK SPOILS SHALL .BE REMOVED FROM THE SITE, EARTHWORK QUANTITV ESTNATE THE PROJECT EARTHWORK 15 THAT ASSOCIATED 111TH SHAPING THE CELL TOWER EQUIPMENT SHED PAD AND THE INSTALLATION OF THE STEEL MONOPOLE PIER FOUNDATION. QUANTITY ESTIMATE: 1D CY's ± (BANK) JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE STAPLES, \\1RE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"X 2" BY 14 Go. \\1RE OR EQUIVALENT, IF STANDARD SlRENGTH FABRIC USED. tEW loFERVIOU8 AREA EQUIPMENT LEASE AREA -600 SQ.FT. GRAVEL ACCESS PATH -220 SQ.FT. TOTAL 820 SQ.FT. ± SILT FENCF UAJNTFNANCF STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. FILTER FABRI~ 2. IF CONCENTRA 1£0 FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVE'YEO TO A SEDIMENT TRAP OR POND. ~' LJ----~•-' ~M~A~X.----1\_'-..,,.___MINIMUM 4"x4" TRENCH ~ACKFILL TRENCH 'MTH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL J. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING ANO ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZA 7/0N OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE 7RAPPBJ SEDIMENT. NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSl8L£. 2"X 4" WOOD POST, STEEL FENCE POSTS, REBAR, OR EQUIVALENT. SILT FENCE DETAIL N.T.S. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS D£7ERIORA 1ElJ DUE 10 UL 7RA VIOLET BREAKDD'M>/, IT SHAU BE REPLACED. EROSION & SEDIMENT CONTROL NOTES 1. TEMPORARY EROSION/SILTATION CONTROL (TESC) MEASURES SHALL BE INSTALLED PRIOR TO ANY SlTE WORK. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 2. All. PERSONS ENGAGING IN DEVILMENT ACTI'VlTIES SHALL PREVENT OF MINIMIZE EROSION AND SEDIMENTATION ON-Sil£ AND SHALL PROTECT PROPERTIES AND WATER COURSES DOWNSTREAM FROM THE SITE [SC 24.J0.020(1)(b)l J. ALL STREETS SHALL BE KEPT CLEAR OF DIRT AND DEBRIS. STREETS SHALL BE SWEPT IMMEDIATELY WHEN DIRT HAS BEEN lRACKED ONTO lHE PAVED SURFACES. 4. NONCOMPLIANCE WllH lHE EROSION CONTROL REQUIREMENTS. WAlER QUALITY RECUIREMENTs. AND/OR CLEARING LIMITS MAY RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES. 5. FROM OCTOBER 1 TO MARCH 31 GRADING WILL NOT BE PERMITTED WITHOUT APPROVAL FROM THE DIRECTOR, INCWSlON OF APPROPRIATE NOTES ON THE PLANS, OR APPROVAL OF A WAIVER [17.05.145(2)1 6. FROM MAY 1 THROUGH SEPTEMBER 20, NO SOIL SHALL BE EXPOSED FDR A MORE THAN 7 DAYS. GROUND COVER BMP'S SHALL BE USED TO STABILIZE THE SOIL USE STRAW MULCH AT A RATE OF 1# PER SQUARE FOOT OR 4• DEPTH WHATEVER IS GREATER. 7. SOIL STOCK~LES SHALL BE STABILIZED \\1THIN 24 HOURS. WHEN ACTIVELY WORKING 111TH THE SOIL STOCKPILE , STABILIZATION SHALL OCCUR AT THE END OF EACH WORKDAY. 8. SILTATION BARRIERS AND ALL OTHER lESC MEASURES SHALL BE INSPECTED IMMEDIATELY ··~ AFTER EACH RAINFALL EVENT GREATER THAN o.r RAINFALL, AND AT LEAST DAILY DURING PROLONGED RAINFALL EVENTS. 9. MAINTENANCE AND REPAIR OF 1ESC FACILITIES AND S1RUC1URES SHAU. BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. 10. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL lEMPORARY DRAINAGE FAOLITIES AND STRUCTURES UPON REACHING A DEPTH OF 6 INCHES. 11. SUFFICIENT TESC BMP MATERIALS AND SUPPLIES TO PROTECT THE ENTIRE SITE SHALL BE STOCKPILES ON-SITE. GENERAL NOTES 1. All WORK PERTAINING TO 1HIS PROJECT SHALL BE SUBJECT ID INSPECTION BY 1HE C1TY OF RENTON INSPECTOR OR HIS DE5IGNA1£D REPRESE},JTATIVE. 2. PRIOR TO BEGINNING CONSTRUCTION, CONlRACTOR SHALL COORDINATE A PRECON.S1UCT10N CONFERENCE WllH THE aTY OF RENTON INSPECTION UNIT. 3. ALL GRADING SHALL COMPLY WITH THE CITY OF RENTON CODES AND ORDINANCES. SITE WORK NOTES 1. IT JS SOL.£ RESPONSIBILITY OF 1HE CONS1RUCTION CONlRACTOR TO LOCATE THE EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILJTIES SH0\\1\1 ARE APPROXIMATE AND PROVIDED AS A COURTESY. 2. EXISTING ACTIVE UTILITIES (I.E. SEWER. WATER, GAS, ELECTRIC, ETC.) ENCOUNTERED DURING WORK SHALL BE PROTECTED WHERE REQUIRED FOR lHE PROPER EXECUTION OF lHE WORK. UTILITIES REQUIRING RELOCATION SHALL BE AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONlRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PRO\/IOE SAFETY TRAINING FOR THE WORKING CREW. THIS \\1LL INCWDE BUT NOT BE LIMITED TO A TRENCHING 11: EXCAVATION. J. ALL SlTE WORK SHALL BE AS INDICATED ON THE DRA\\1NGS AND STIPULATED IN THE DESIGN AND CONSTRUCTION SPECIFICATIONS. 4. ALL RUBBISH, SlUMPS, AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED OFF-Sil£ LOCATION. 5. FINISH SITE GRADES SHALL BE SUCH THAT SURFACE WATER FLOWS AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. 6. THE SUB GRADE SHALL BE COMPACTED TO A FIRM NON-\'IELOING CONDITION AND UNIFORM GRADE PRIOR TO PLACEMENT OF BASE ROCK AND/OR ASPHALT PAVEMENT. VICINITY MAP 12, ALL SITE 'WORK SHALL COMPLY WITH THESE PLANS AND THE CONDITIONS AND RECOMMENDATIONS OF THE SUPPLEMENTAL GEOTECHNICAL REPORT. 7. EXISTING INACTIVE UTILITIES (SEWER, GAS. WATER, ELECTRC, ETC.), WHICH INTERFERE WllH THE EXECUTION OF lHE WORK, SHAU. BE REMOVED AND/OR CAPPED, PLUGGED OR 011-IERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WllH THE EXECUTION OF THE WORK. ALL UTILITY ABANDONMENT SHAU. BE SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILJTIES. LEGAL DESCRIPTION 13. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER AND FULFILLS THE REQUIREMENT OF THE APPRO\tED PLANS AND TITLE 24, SNOHOMISH COUNTY DRAINAGE ORDINANCE. 14. ALL DIS1URBED AREAS SUCH AS RETENTION FACILITIES, ROADWAY BACK-SLOPES, ETC. SHALL BE SEEDED 'MlH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER OR AS OlHERWISE APPROVED BY SNOHOMISH COUNTY. 15. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF lHE COUNTY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISKING, RAKING, HARRO'MNG, OR OTHER ACCEPTABLE MEANS. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANG.ES TO THE SLOPE. IF NECESSARY, SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR 01KES/sWAL.£S, LEVEL SPREADERS, AND SEDIMENT BASINS SHALL BE 1NSTAU£D PRIOR TO SEEDING. UL IMMEDIATELY FOU.OWING FINISH GRADING, PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT AND LEGUME) 'WlLL BE APPLIED AT A MINIMUM OF 80# PER ACRE. lHIS IS TO INCLUDE THE FOLL0\\1NG 20i! ANNUAL, PERENNIAL OR HYBRID RYE GRASS. 4°" CREEPING RED FESCUE. 4DX WHITE CLOVER, OR AS OTHERWISE APPROVED BY lHE COUNTY. HYDROSEED REQUIRED. 17. FERTILIZER SHAU. BE APPLIED AT 400# PER ACRE OF 10-20-20 (10 LBS PER 1100 SQUARE FEET) OR EQUIVALENT. DEVELOPMENTS ADJACENT TO WATER BODIES SHALL USE NON-PHOSPHORUS FERTILIZER. 18. FROM OCTOBER 1 TO APRIL JO, NO SOIL MAY REMAIN EXPOSED FOR MORE lHAT 2 DAYS. GROUND COVER BMP'S SHALL BE USED TO STABILIZE THE SOIL USE STRAW MULCH AT A RATE OF 1.5# PER SQUARE FOOT OR 6" DEPTH WHATEVER IS GREATER. 19. EXCESS EXCAVATION MATERIALS OR ORGANIC DEBRIS SHALL BE DISPOSED· OF AT AN APPROVED PERMITTED SllJ'. OFF-SITE OF AT A COMMERCIAL TQFISOIL COMPANY,, 8. ALL LANDSCAPE AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED TO PRE-EXISTING GRADE AND CONDITION. ANY DAMAGED LANDSCAPING PLANTS, TREES. AND/OR SHRUBS SHALL BE REPLACED 111TH LIKE KIND AND SIZE. 9. CONlRACTOR SHALL MINIMIZE DISTIJRBANCE TO THE EXISTING SITE TO THE MAXIMUM EXTENT POSSIBLE DURING CONSTRUCTION. EROSION CONlROL MEASURES, IF REQUIRED, SHALL BE IN ACCORDANCE TO THIS PLAN AND ANY AND ALL LOCAL GUIDELINES FOR EROSION ANO SEDIMENT CONTROL. CONSTRUCTION SEQUENCE "' 1------.-'==;::::=::::j I; f---~ 0 f----1 "' ]> iii z~----1 TAX PARCEL 3344500250 PROJECT SITE TAX PARCEL 052.3059039 UNDERLYING PARCEL MAP 1· -200' " m ]> 0 0 "' ]> < m z ~ I i I .,,,. 0 '" 1. ARRANGE AND ATIENO A PRECONSlRUCTION MEETING WllH THE CllY OF RENTON OR WSDOT SITE INSPECTOR, AS APPLICABLE. 2. FLAG OR FENCE CLEARING LIMllS. 3. CALL ONE-CALL UTILITY LOCATE SERI/ICE PRIOR TO ANY EXCAVATION WORK. 4. CONSTRUCT ROCK CONSTRUCTION ENTRANCE, IF NECESSARY (NOT ANTICIPATED). 5. INSTAU. PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 'M-IEN, AND IF, NECESSARY. 6. MAINTAIN EROSION CONTROL t.lEASURES IN ACCORDANCE 111TH KING COUNTY STANDARDS ANO MANUFACTURER'S RECOMt.lENDATIONS. 7. MAINTAIN ACCESS TO OFF-SITE ROADS AND DRIVEWAYS AT ALL TIMES DURING lHE DURATION OF THE PROJECT. 8. RELOCAlE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY TESC MINIMUM REQUIREMENTS. 9. COVER ALL AREAS THAT \\1LL BE UNWORKEO FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON 'MTH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 10. STABILIZE ALL AREAS THAT REACH FINAL GRADE \\1THIN SEVEN DAYS. 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN JO DAYS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE AFTER ACCEPTANCE BY INSPECTOR. .ltl.,c,cM•c··~•···~•·c••,••··· Call 2 Working Days Before You Dig 1 ·800-424-5555 llUlities Underground Location Cente (ID,MT,ND,OR,WA) ABBREVIATED PER ACCESSOR RECORDS: WSDOT R.O.W. PROJECT SITE DATA 111E N.1oEE1t SE2545A ll1E NM.e KENNYDALE ll1E AllDIEl8: SOUTH OF AND ADJACENT TO 2219 MEADOW AVE N, RENTON, WA 98065 OWi&, 8 REP: VIS DOT MARK ELDRIDGE OWIER'II NMlPF8P: 310 MAPLE PARK AVE SE, OLYMPIA, WA 98501 TAX ACCOIM' NO.: WSDOT ROW (ADJACENT TO 0523059039) CONTACT LIST llEVB.OPEII: VOICESTREAIM \\1RELESS ( 425) 770-0020 CON81LTIG Elllll&FL B.J. THOMAS, P.E. (206) 851-1106 QI/I. -LITCHFIELD ENGINEERING PH, (425) 821-5038 -,,e,,(llt NORTHWEST MAPPING SPECIALTIES, INC. (360) 897-2600 CENTER OF SITE (PROPOSED MONOPOLE) LAT: 47" 30' 41.9" N LONG: 122' 11' 55.6• W NAO 83 WET SEASON GRADING NOTES 1. THE CONSTRUCTION SEQUENCE SHALL BE MODIFIED, AS NECESSARY TO MINIMIZE lHE AREA OF UNSTABLIZED SOIL. A MAXIMUM OF 1,000 SQUARE-FEET OF SOIL SHALL BE EXPOSED AT ANY TIME, 2. EARTHEN AREAS THAT ARE SUBJECT TO CONTRIBUTING SEDIMENTS DURING STORM EVENTS AND WHERE EARlH MOVEMENT IS NOT ANTICIPATED FOR 48-HOURS SHALL BE STABILIZED A USING GROUNO COVER BMP'S TO STABILIZE THE SOIL. USE STRAW MULCH AT A RATE OF 1.5f PER SQUARE FOOT OR 6" DEPTH WHATEVER IS GREATER. J. WET SEASON TESC MEASURES 'MLL BE EXPANDED TO INCLUDE THE FOLL0\\1NG: A. INSTALL A SILT FENCE, OR IF A SlLT FENC( HAS ALREADY BEEN INSTALLED, INSTALL A SECOND SILT FENCE 1D FEET INSIDE THE ORIGINAL SILT FENCE. 8. INSTALL A SEDIMENT TRAP OESICNEO TO ACCOMMODATE THE 25 YR, 24 HOUR, STORM EVENT. FIT THE OUTLET FROM THE POND 111TH A GRAVEL CONE RISER. 4. SOILS SHALL NOT BE DISTURBEO EXCEPT FO)l ACTUAL CONSTRUCTION ACTI\/ITIES. PARKING IS ALLOWED ON PAVEO AND/OR GRAVEL SURFACES ONLY. 5. SLOPES Bil AND GREATER WITHOUT ESTABLISHEO GROUND COVER WILL BE STABILIZED 'MTH PLASTIC SHEETING, 6 MIL (MINIMUM). THE SHEETING SHALL BE ANCHORED 111TH SAND BAGS LOCATED 5' APART ON THE PERIMETER AND lei FEET ON CENTER ON lHE REMAINDER OF THE SHEETING. A MINIMUM OF 2 FEET OVERLAP IS REQUIRED ON ALL OVERLAPPING SHEETS. 6. WATER DISCHARGING FROM THE SITE SHALL :BE MONITORED FOR TURBIDITY, MAXIMUM ALLOWABLE TURBIDITY OR DISCHARGED WATER Will. BE 5 NTU OVER BACKGROUND. 7. WHEN RAINFALL IS HEAVY (DEFINED AS RAINFALL HARD ENOUGH TO PRODUCE SEDIMENT RUN-OFF FROM THE EXPOSED DIRT), ALL EXPOSED EARTHWORK SHALL BE COVERED, NO 01HER CONSTRUCTION ACTIVITY SHALL OCCUR .ON PER\IIOUS SURFACES DURING THESE PERIODS OF HEAVY RAIN, 8. ALL DRAINAGE SWALES SHALL BE FULLY VEGETATED. SWALES SHALL BE SODDED IF THE VEGETATION GROWING IN THE SWALES IS lNSUFflCIENT TO PROVIDE WATER QUALITY TREATMENT AND TO PREVENT EROSlON OF THE SWALE. 9. FILTER FABRIC (GEOTEXTILE FABRIC) SHALL BE INSTALLED BENEATH THE ENTIRE CONSTRUCTION ENTRANCE. SPECIAL NO"l'.E TO CONTRACTOR ANY SITE OEVELOPt.tENT OTHER THAN Tl;iE CONSTRUCTION OF THE CELLULAR COMMUNICATIONS PROJECT SHALL BE AQDRESSED BY OTHERS. THIS DRAINAGE ANO TEMPORARY EROSION AND SEDIMENT CO~TROL PLAN ADDRESSES THE CONSTRUCTION WORK AND ACTI'VlTIES ASSOCIATED WITH; lHE CEU.ULAR COMt.tUNICATIONS PROJECT ONLY. 19807 NORTH CREEK PARKWAY N, BOTHELL, WA 98011 I APPRO\o£D: CITY OF RENTON w t-< " ,. ID " "' I <> ,. ID f " r:e C, w e= :i, '° => "' <D 0 ....... 0 N ....... N _j <( "" _j <( "' SHEET 1 of 1 JOB No. 0 0 0 N @) , ' • KENNYDALE SDOT SOUTH OF AND ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 SITE NUMBER: SE2545A LATITUDE 47° 301 41.911 N LONGITUDE 122° 11 1 55.611 W VICIN ITV MAP~====-='"":"ffl,_... ........... ~P~R_O ___ J __ EC~T_T ___ E __ A~M---+--..... P ..... R __ O __ J __ E_C __ T_IN_F_O __ R_M ___ A_T_IO __ N __ +--__ P __ R __ O __ J_E __ C __ T .... D __ E __ S __ C......,.R .... IP .... T ..... 1 .... 0 .... N ___ -+----r------·-D_R_A_W_I_N .... G_IN_D_E_X _____ --t CONTACT TITLE CONTACT INFORMATION THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE DRIVING DIRECTIONS FROM T-MOBILE BOTHELL 4 OFFICE: 1. MERGE ONTO 1-405 S VIA THE RAMP ON THE LEFT TOWARD RENTON. 18.8 MILES 2. TAKE EXIT 6 TOWARD NE 30TH ST. 0.2 MILES 3. TURN RIGHT ONTO N 30TH ST. 0.1 MILES 4. TURN LEFT ONTO PARK AVE N. 0.1 MILES 5. TURN LEFT ONTO N 28TH ST. 0.1 MILES 6. STAY STRAIGHT TO GO ONTO MEADOW AVE N. 0.2 MILES 7. TURN LEFT ONTO N 24TH ST. <0.1 MILES 8. N 24TH ST BECOMES MEADOW AVE N. <0.1 MILES ARRIVE 2219 MEADOW AVE N DISTANCE: 19.18 MILES APPROXIMATE TRAVEL TIME: 23 MINUTES PROPERTY OWNER: _W_S_D_O_T ____________ , USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE 1------- CONSTRUCTION PROJECT MANAGER: CONSULTING ENGINEER: ZONING MARK ELDRIDGE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. WIRELESS LEASE PROGRAM MANAGER 310 MAPLE PARK AVE SE OLYMPIA, WA 98501 PHONE#: 360-705-7000 T-MOBILE TERESA VANSELOW 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 425-770-0020 T-MOBILE ANTHONY MANNS 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 425-398-7564 B, J. THOMAS, PE 7607 80TH AVE NE MARYSVILLE, WA 98270 MOBILE ff: 206-851-1106 WIRELESS FACILITIES. INC. PHIL HALL 575 ANDOVER PARK WEST, SUITE 201 TUKWILA, WA 98188 MOB I LE #: 206-574-6345 WIRELESS FACILITIES. INC. MICHAEL SLOTEMAKER 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. (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 TRIP PER MONTH AT ONE HOUR PER TRIP. CODE COMPLIANCE 575 ANDOVER PARK WEST SUITE 201 TUKWILA, WA 98188 MOBILE ff: 206-214-8954 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING ____________________ , CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. SURVEYOR: NORTHWEST MAPPING SPECIAL TIES, INC. 13009 RIDGE CIRCLE EAST BONNEY LAKE, WA 98391 OFFICE#: 360-897-2600 NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2003 INTERNATIONAL BUILDING CODE 2003 INTERNATIONAL RESIDENTIAL CODE 2003 INTERNATIONAL MECHANICAL CODE 2003 INTERNATIONAL FUEL GAS CODE 2002 NFPA 54 -NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS ONLY) 2001 NFPA 58 -LIQUIEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2003 INTERNATIONAL FIRE CODE -------------, 2003 UNIFORM PLUMBING CODE 2003 NATIONAL ELECTRICAL CODE 2003 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI/ TIA/ EIA -222 -F NFPA-101 -LIFE SAFETY CODE T-MOBILE PROPOSES TO CONSTRUCT AN UNSTAFFED TELECOMMUNICATIONS FACILITY CONSISTING OF BTS EQUIPMENT LOCATED IN A NEW 30'-0" x 20'-0" LEASE AREA ON R.O.W. WITH ANTENNAS COLLOCATED ON A NEW 5'/'.-11' STEEL MONOPOLE IN THE R.O.W .. ZONING INFORMATION SITE NUMBER: SE2545A KENNYDALE SITE NAME: SITE ADDRESS: ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 ---- PARCEL II: ADJ TO 0523059039 CURRENT ZONING: DOT R.O.W. DWG DRAWING DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SITE PLAN A-1.1 ENLARGED SITE PLAN A-2 PROPOSED SITE ELEVATION A-3 BTS EQUIPMENT DETAILS A-4 GENERAL DETAILS A-5 GENERAL DETAILS A-6 ANTENNA MOUNT DETAILS A-7 ANTENNA ASSEMBLY DETAILS LS-1 LAND SURVEY E-1 ELECTRICAL SITE PLAN E-2 ELECTRICAL GROUNDING PLAN E-3 ELECTRICAL GROUNDING DETAILS E-4 ELECTRICAL DETAILS RF-1-RF-2 RF DETAILS L-1 -L-2 LANDSCAPE DETAILS ------------------!----t---------------------------1 GOVERNING CODE: 2003 IBC BUILDING TYPE: APPROVALS SITE TYPE: UNSTAFFED TELECOM FACILITY PROPERTY OWNER: DATE: ------------------------• T-MOBILE PGM: DATE: LEGAL DESCRIPTION ABBREVIATED PER ACCESSOR RECORDS: R.O.W. RF ENGINEER: CONSTRUCTION: ZONING: LEASING: ENGINEERING: DATE DATE: DATE: DATE: DATE: CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC -RED SEWER -GREEN GASIOIL · YELLO\~ SURVEY -PINK SAFETY PRECAUTION SHALL BE l~·lFLEMENTED 3Y TE:..ICA-V -ORANGE PROPOSED -WHl;E WATER -[LU[ CONTR/\CTOR(S) t'\T ALL TRENCHING l\JP.,CCORDANCE WITH CURRENT OSHA STANJARDS ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 ;: PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 ~ ISSUED FOR: ==============::::: [I BUILDING PERMIT 11 ~ ~ REVISION HISTORY• • ION: CHK. APPV. BY: BY: No. DATE: DESCRIPT ! D i ! BJT ME & 12/19/2006 ADD SOUN BARRIER ------ & 12/12/2006 PIT ROUTI NG BJT ME - SURVEY BJT I ME I ~ 12/6/2006 UPDATED - I R BPS BJT ME I - SIGN REVIEW BJT ME b 11/29/2006 ISSUED FO i ~ 11/15/2006 ISSUED DE PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206·85 E, WA 98270 1-1106 -- [ DRAWN BY: ICHKB.JBTY: -.APPAVM. BY: ~I I JL ~ LICENSURE: =====================::: EXPT_RE_·S ___ -_os_i125107 ___ ] EQUIPMENT: ==================::: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A !J•t-;,, STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. DRAWING INFORMATION:============: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE:=========::::::: TITLE SHEET DRAWING NUMBER:==============:::: y. GENERAL NOTES: t DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS l~HENDED 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, VOICESTREAM WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. '.l. 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 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 IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 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 ARCHITECTS/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 F!EPRESENTATIVE 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-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 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 318AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 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 -3 IN. CONCRETE EXPOSED TO i:ARTH OR WEATHER: #6 AND LARGER .......................... 2 IN. #5 AND SMALLER & WWF ...... 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 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 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. 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, AND ADJACENT 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 SU BG RADE 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 PERCENT PASSING 3/8" 100 NO. 4 MESH 60-90 NO. 8 MESH 0-45 NO. 16 MESH 0-25 NO. 100 MESH 0-2 NO. 200 MESH 0-2 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. ABBREVIATIONS AC AFF AFG AFS ALUM AB I ARCH BTS BLDG BM BOT B.O. BOC BOS CJ Ii: CLG CLR CMU COL CONC CONST CONT CTR DIA/0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT AIR CONDITIONER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS oc OD OH OPNG OPP (P) PCS It PR PSI PSF PT RAD RD REINF REQ'D RM RIW SCHED SECT SF SIM SOFT ss STD STL STRUC TEMP THK T.0. TOS TOG TYP UNO VCT VERT W/ WWM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOTTO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PROPOSED PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING 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. WELD~D WIRE MESH LEGENDS & SYMBOLS CHAINLINK FENCE X CEDAR FENCE -0 POWER --P TELCO --T POWER/TELCO --T/P OVERHEAD COAX --OHC COAX --COAX OVERHEAD POWER --OH CENTERLINE REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG X x_ X D D p p. p T T, T T/P T/P T/P OHC OHC OHC COAX COAX COAX OH OH OH DETAIL NUMBER SHEET NUMBER ~ TOP OF ... EL 0'-0" @_ ) ___ DETAIL NUMBER ~ SHEET NUMBER DETAIL NUMBER SHEET NUMBER • ·Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 :: PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 ~ ISSUED FOR: ====================:::: [I BUILDING PERMIT 11 - - REVISION HISTORY· . ION: CHK. APPV. av, BY: No. DATE: DESCRIPT .. -------- -------- I i D ' I BJT ME ----- ~ 12/19/2006 ADD SOUN BARRIER &, 12/12/2006 PIT ROUTIN G BJT ME &. 12/6/2006 UPDATED SURVEY I BJT ---- ME ' -A' 11/29/2006 ISSUED FO RBPS BJT ME -------- SIGN REVIEW BJT ' ME I & 11/15/2006 ISSUED DE PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1 ·1106 -- [ DRAWN BY: CHK. BY:-.APPV. BY,~ I JL I BJT I AM ~ LICENSURE: =:=:=:=:=:=:=:=:=:=~ 08/2 5/07 j _EQUIPMENT:-------------, WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON AJf-,.' _ STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. = 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 LA TEST 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: :=:=:=:=:=:=:=:=:=::::::: GENERAL NOTES -DRAWING NUMBER::=:=:=:=:=:=:=:=::::: VICINITY MAP NOTTO SCALE PARCEL NUMBER: ADJ TO 0523059039 LEGAL DESCRIPTION: R.O.W. MONOPOLE AND ANTENNA PAINTING: THE MONOPOLE AND ALL PROPOSED AND FUTURE ANTENNA/ATTACHMENTS SHALL BE PAINTED A COLOR THAT IS SIMILAR TO AND NO LIGHTER THAN, JASPER #6216 GRADING QUANTITIES: 10 CUBIC YARDS± FOR MONOPOLE FOUNDATION & SITE PREP NEW IMPERVIOUS SURFACE: ACCESS -220 SQ. FT. >/- WIRELESS COMPOUND -600 SQ. FT.>/- TOTAL -820 SQ. FT.>/- ' \ \ \ 3344500234 \ _/ ---- (E) TELCO SOURCE TO BE UTILIZED s m )> 0 ~ ~ m z l==---= N 24TH ST T -T - 3344500230 (P) 3" U/G PVC POWER CONDUIT 510 L.F. ± (P) 2" U/G PVC TELCO CONDUIT 625 L.F. ± I ""Cl I --, --, ""Cl I --, : I I ""Cl s m )> 0 0 ~ ~ m z ~ I! ','j I (E) WOOD UTILITY POLE TO BE UTILIZE FOR POWER SOURCE I I (P) 3" U/G POWER CONDUIT TO BE BORED UNDERNEATH (E) ROADWAY I I I --, 30'-4" -Jr1,'---SOUN~ 2 :;LL TO --~tl'- SOUND WALL TO -----,i'--t--c---------J-tt R.O.W. C/L 3344500250 :,i RO.WJP~ 1 0523059039 OVERALL SITE PLAN 22x34 SCALE: 1" = 40' 11x17 SCALE: 1" = 80' 25'-3" SOUND WALL TO P/T ROUTING 28'-2" SOUND WALL TO P/T ROUTING 1 O' SEWER SETBACK ··-----s s 15; / WATER MAIN SETBACK ""Cl ' j: ;) (E) SOUND \/VALL ' ~1) ,.~==\+--°-'ct+,8-t;i-------(E) GATE TO ACCESS PATH ' . . (·· .. •- (P) 51'" '_ MONOPOLE \/VI T-MOBILE ANTENNAS I I (P) 30' x 20' T-MOBILE LEASE AREA W/ BTS EQUIPMENT & MONOPOLE I 30' 0 20' 40' 80' ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 -PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 [IISSUED ~:;L=D=l=N=G==P=E==R=M=l=T======:11 REVISION HISTORY: - CHK. APPV. No. DATE: DESCRIPTION: BY: BY: I I --------- I ' ' & 12/19/2006 ADD SOUND BJT ME I BARRIER ' & ! ME 12/12/2006 I PIT ROUTING BJT ' ----- IA 1216/2006 UPDATED SURVEY BJT ME --- ~ 11/29/2006 ISSUED FOR BPS BJT ME & 11/15/2006 ISSUED DESIGN REVIEW BJT ME .... PLANS PREPARED BY: -;_::::_:.::_ ________________ ----, B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851-1106 .... DRAWN BY: CHK. BY:= APPV. BY: - [1 JL BJT AM ~ LICENSURE: ======================: EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A i''f'.t" STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. DRAWING INFORMATION:============: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE:=============! SITE PLAN DRAWING NUMBER:=================: .llifil:. TOWER DESIGN TO ACCOMMODATE FUTURE COLLOCATION WI OTHER CARRIERS s s --·--··-:·~ 15' --l '-. ' I :··) -0 /. i _! j I I .·"I (P) U/G POWER/TEL CO ROUTING FROM SERVICE POINT. --, ,, ., ,., " (SEE SHT. A-1 FOR ROUTING) s ---t CJ ·> 10' SEWER SETBACK WATER MAIN SETBACK { r [-; ;' H ::::, ' ' (P) 3" U/G PVC POWER CONDUIT 510 L.F. ± (P) 2" U/G PVC TELCO CONDUIT 625 L.F. ± (SEE SHT A-4 FOR TRENCHING DETAILS) (P) POWER/TELCO SERVICE EQUIPMENT MOUNTED ON H-FRAME (SEE SHT. A-5, DETAIL 2) 4'--,-... // p I._ // / / / (P) 10'-0" x 15'-0" CONC PAD (SEE SHT. A-4, DETAIL 4) / ,. I (PJ BTS EQUIPMENT (SEE SHT A-3 FOH CABINET DETAILS) X !:\. -I _. -- . -. . •. ·, . • \ • ' \ ~ GREE~BELTASSOCIATED '·:~:·· -,.< WI BRE PROPERTIES'. ~ _:,__-- ·,. .-~ .. - v· ,,; , I, ' --_ .. - C :T} : -, "" ,-- I ' /, (P) 6' HIGH SOUND BARRIER (SEE SHT. A-5, DETAIL 4) I (P) 20'-0" x 30'-0" 6' HIGH CHAINLINK FENCE W/ 3 STKANDS OF BARBED WIKE (SEE SHT. A-5, DETAIL 2) l i' I • -,I I X X X X X •I ii >f_:';itlC~~ r:-\ [; ··.1 X-'·'i L ' ' : ! l,"" l .. --· C ,- / l---1-0· -.-.-1--1. ~-~ \ ' --'"'-;-,,...,.. '/ ·,-..._'--_______ // < t> [:" r;; , t:~ I I X X 10' X X X (P) COAX ICEBRIDGE (SEE SHT. A-4, DETAIL 5) l__,,..,/1 . 30' + 9" ,. ., ---/-- / " -- I \ s \ ·-·- ',, " I ---,i s (.' i -- ,; ' I i +--$ I (P) 10' LANDSCA.PE BUFFER ON' NORTH SIDE OF LEASE AREA. (SEE SHT. L-1 FOR LANDSCAPE DETAILS) ! -. / '·, _, ' i I I .·. (P) FLUSH MOUNT ANTENNAS MODEL #ANDREW ADFDP182-6565B-XDM . (TYP OF 3; 1 PER SECTOR) (SEE RF SHTS FOR ANTENNAS DETAILS) i j I (P) ;•/ 1-,1 :: STEEL MONOPOLE / ' I I I i 'J -, I , i · (P) 4,'GRA\/,ELACCESS ! I (P) 4' MAN GATE ' (P) FUTURE , / CARRIER.A X -X - 20' -----------,f ENLARGED SITE PLAN 22x34 SCALE: 1/4" = 1' 11x17 SCALE: 118" = 1' "'"-!• ·-·-· C' ·-· s I I I I I ((_\ I s s s s ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 :: PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 ~ ISSUED FOR: ============: [I BUILDING PERMIT 11 -REVISION HISTORY: =========: No. DATE: DESCRIPTION: CHK. APPV. BY: BY: 1--- &i 12/19/2006 ADD SOUND BJT BARRIER ' & 12/12/2006 PfT ROUTING BJT &! 12/6/2006 UPDATED SURVEY BJT ' - & 11/29/2006 , ISSUED FOR BPS BJT i ~ 11/15/2006 ISSUED DESIGN REVIEW BJT :: PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851-1106 ME ME ME ME ME [1DAAWN ·;~ ICH:;··=i··:~·v,~ LICENSURE: ==:=:=:=:=:=:=:=:==:~ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 9/ :,, ' _ STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. -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 LA TEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. :: DRAWING TITLE:==========~ ENLARGED SITE PLAN ~ DRAWING NUMBER:=:=:=:=:=:=:=:=::; A ·1 1---· •. ir··'' \_· ,y.: \' '.· ,. -, GROUND LEVEL $ TOP OF POLE (P) SITE SIGNAGE ,1 l 1 • 1 I , i; :-:d'. "f'"l 1 ('. c;: 1' ! i /liP: :- 1., : I: ; ' ' 1 ' 'I I ' !: : '! i ' : ;, • i ! I :, I I : ii' i : ; I ;; kJi l'i I ii-'.''L~.· ; I !,('. i .:- 11 t ,i ! I ii-" I! ll-f, ,jcal , ! I '1; I I : ' TOP OF ANTENNAS 0 59'-11"AGL RADCENTER 0 57'-8" AGL BOTTOM OF ANTENNAS 0 55'-5" AGL (P) ANTENNAS MODEL ANDREW ADFDP182-6565B-XDM (TYP OF J; 1 PER SECTOR) I I, 1----ALL COAX AND ELECTRICAL SERVICE TO BE ROUTED INSIDE POLE i i 11 'I I 'I I ; ! I ,,-------(P) 60' AGL STEEL MONOPOLE • i I I I: '' I -,ti'-----10' BUFFER ---~,"-~ EAST SITE ELEVATION SCALE: NTS ~_.,,m-,, 10' LANDSCAPE BUFFER STRUCTURAL NOTE: STRUCTURAL REPORT DONE BY OTHERS. PAINT NOTE: THE TOWER AND ALL PROPOSED AND FUTURE ANTENNAS AND ATTACHMENTS SHALL BE FACTORY PAINTED A COLOR THAT IS SELECTED BY THE TOWER OWNER AND IS SIMILAR TO, AND NO LIGHTER THAN, JASPER #6216 (DARK GREEN). ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 = PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 '""ISSUED FOR: ===========~ [I BUILDING PERMIT 11 - - REVISION HISTORY• . ION: CHK. APPV. SY: BY: No. DATE: DESCRIPT I ! I ----- I --- D BJT ME i ' &, 12/19/2006 ADD SOUN BARRIER I NG BJT i ME . & 1211212006 PfT ROUT! SURVEY BJT I ME I & 1216/2006 . UPDATED I -- R BPS BJT ME & 11129/2006 ISSUED FO I &, 1111512006 ISSUED DE SIGN REVIEW BJT ME . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 BOT MARYSVILL 206-85 E, WA 98270 1-1106 --[IDRAWN B:~ 1H:;Y•-AP:~BY,~ -LICENSURE: ===============~ :: EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A S•/-11 '• ,TEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. :: 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 LA TEST 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:==========::::: SITE ELEVATION = DRAWING NUMBER:=============~ V. ,... '} \J ) 0 (P) PURCELL POWER CABINET ,l\\ -' I I \ I I _J PLINTH ANCHOR 112" X 4-1/2" REDHEAD SLEEVE ANCHOR (TYP) T 4" (P) NOKIA UL TRASITE CABINET PLINTH (TYP) (P) PURCELL POWER CABINET PLINTH (TYP) 0 i . I ~ [[] C L_ _____ ~ ,_ (P) PURCELL POWER CABINET (P) NOKIA ULTRASITE CABINET GD 1-_ -.~-~----1~ --- I I I --_l _ ~~--.-------,---.~ ~---------~ ---~-------~! .. , ......................... · 1 ...... T .. ..i ~ 112" , ~f--1-1/2" '~ 1/2" : : I I __ L 1,,:-----··· · ___ _'' __ : '---'"'------------'"'----' ,, @ ~~~ EQUIPMENT PLINTH DETAIL [[] 1· ................. -··· I I TI ________ J...TJ I I Ii ,i I I: ;! I I', : I I I !, " • ' I I', I I I 4'-9" -+-----2'-5" ---~I'- 1 ---------------------1··-\ ,-···-,-- 1 1 I I i i I ~-------,-': I I _J I I I I I I I I I I I ! I I -,4~" ---r,- -· -·---------·-·-----· -------r· -i ! ~ ' (Pl NOKIA UL TRASITE CABINET (P) FUTURE SPACE FOR NOKIA FLEXI CABINET "UMTS" (Pl FUTURE SPACE FOR NOKIA FLEXI CABINET "UMTS" (Pl NOKIA ULTRASITE CABINET EQUIPMENT CABINET ELEVATION EQUIPMENT WEIGHT N.T.S. : -------r- (1) NOKIA UL TRASITE BTS: (1) NOKIA UL TRASITE BTS: (1) PURCELL CABINET: (1) NOKIA FLEXI UMTS: TOTAL EQUIPMENT WEIGHT: -----, I I 740 LBS 740 LBS 2642 LBS 132.3 LBS 4254.3 LBS 1 1' 3' ft~.----------~ -,IL-,IL-3" - ' [ I . (P) PURCELL POWER CABINET -----· i _J 1//----------T/~·---------~'----I I I I ' 2'-6" (P) NOKIA ULTRASITE CABINET (P) NOKIA UL TRASITE CABINET ---- (P) FUTURE SPACE I NOKIA FLEXI ·cABINET"OMTS----I I I I I --~· -1.--·---....... --~)·····_] REQUIRED MINIMUM SERVICE CLEARANCE ---------- @ ~~ 8 RVICE CLEARANCE PLAN ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 ~ PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -ISSUED FOR: ===========~ [I BUILDING PERMIT 11 - - REVISION HISTORY• . ION: CHK, APPV. BY: BY: No. DATE: DESCRIPT I ------------ I ! D I BJT ME I ------ & 12/19/2006 ADD SOUN BARRIER . i NG BJT ME b 12/12/2006 PIT ROUTI .. .· & 12/6/2006 UPDATED SURVEY I BJT ME . R BPS BJT ME ----- &i 11/29/2006 ISSUED FO & 11 /1512006 ISSUED DE SIGN REVIEW BJT I ME i PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1-1106 --[IDRAWN ·:~ ICH:.:··r·:~BV,~ LICENSURE: =============: I EXPIRE', 08/2S/07 ~EQUIPMENT:============::: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A S'i: 11 '' STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. = DRAWING INFORMATION:========: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ::DRAWING TITLE:=========::::::: BTS EQUIPMENT DETAILS '""DRAWING NUMBER:========:::::: \ r 36" MIN. 4" r~~;1 FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER WS DOT 9-03.14(3) COMPACTED TO MIN OF 95% MAX. UNIT WT AS DETERMINED BY ASTM D1557 UT ILITY WARNI NG TAPE --._ __ DIRECT BURIED 3" PVC ELECTRICAL CONDUIT W/36" RADIU S SWEEPS PIPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTED TO MIN. 95% OF MAX UNIT WT AS DETERMINED BY ASTM D1557 @ ~T~ECTRICAL SERVICE TRENCH 8" CONCR ETE PAD FOR BTS EQUIPMENT 314" RADIUS (TYPI CAL)-~ 4" MIN./6" MAX. TO POLE 6" CONC RETE PAD FOR OTHER EQUIPMENT #4@ 12" O.C. EACH WAY OR WIRE MESH 4" GRAVEL (7/8" CHIPPED NO FINES) ~-OVER LANDSCAPE WEED BARRIER 6" COMPACTED AGGREGATE TO 95% MAX UNIT WEIGHT PER ASTM 01557 LAND SCAPE WEED BARR IER UNDISTURBED NATIVE SOIL 2500 PSI CONCRETE NO SPECIAL IN SPECTIONS REQUIRED @ ~?NCRETE PAD SECTION ....,.__,, r 24" MIN. 4" FINISH GRADE OR AC PAVING MATCH SLOP E THICKN ESS OF EXISTING UND ISTURBED NATIVE SOIL ---COMPACTED BACKFILL PER WSDOT 9-03.14(3) COMPACTED TO M IN OF 95% MAX . UN IT WT AS DETERMINED BY ASTM 01557 UTILITY WARNING TAPE --._ __ DIRECT BUR IED 4" PVC TELEPHONE CONDU IT (2) 6 PA IR DROP. PIPE ZONE BEDDING PER WSDOT 9-03.12(3) COMPACTl:D TO MIN. 95% OF MAX UNIT WT AS DETERMINED BY ASTM D1557 ® ~T~LCO SERVICE TRENCH 1' k 4'-6" OC MAX 11' OEN i 36"0CMAX t ~ / POST CAP (TYPICAL t / EACH POS T) ~-TOP MOUNT WG BRIDGE SUPPORT BRACKET 14 GA. GALV. GHIPSTRUT 24" WI DTH , 2" PLANK 14 GA --t--t----318 " A LL THREAD ,-"-:,:-:~:-"-, COAX SUP PORT -LARGE COAX SUPPORT BLOCKS W/GAV. MOUNTING HARDWARE KITS Jt--tt----AND RE W COAX GROUNDING KITS , INSTA LLED BY CONTRACTOR. EACH CABLE TO BE GROUNDED INDIVIDUALLY. r:"~'7fl;J:::,d::I:-----GROUND BAR MOUNTED ON POST WITH (2) TIES TO GROUND RING ~ 3-112"0 GALV. SCHED 40 POST ~ CROWN FOOTING FOR ..,:::::.:::::~ DRAINAGE (TYP) ,---12 "0 x 36" DEEP CONCRETE FOO TING (TYP) @ ~~sE BRIDGE DETAIL 6 1/2" MIN. FIN ISH GRADE OR AC PAVING MATCH SLOPE THICKN ESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFIL L PER WSDOT 9-03.14(3) COMPACTED TO MIN UNIT WT AS DETERMINED BY ASTM 01557 UTILITY WARNING TAPE DIRECT BURIED 2" PVC TELCO CONDUIT W/36" RADIUS SWEEPS PIPE ZONE BEDDING PER WSDOT % OF 9-03.1 2(3) COMPACTED TO MIN . 95 MAX UNIT WT AS DETERMINED BY ASTM D1557 DIRECT BURIED 3" PVC ELECTRICAL CONDUIT W/36" RADI US SWEEPS SHARED ELECTRICAL @ ~~D TELCO TRENCH BETA-90' (GREEN) NOTE: DIAGRAM REPRESENTS A NTENNA SECTORS ONLY AND MAY NOT ACCURATELY REPRESENT THE ACTUAL POSITIONING OF THE ANTENNAS MOUNTED TO THE POLE. @ ~~TENNA COVERAGE SECTORS ) ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE {4251 398-7600 =PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -ISSUED FOR: :==:=:=:=::==::==::=::::::: [I BUILDING PERMIT 11 - - REVISION HISTORY• ==========::::; . No. DATE: DESCRIP TION: CHK. APPV. BY: BY: . ·--- ~ 12119/2006 ADD SOUN BARRIER ~ 12/12/2006 P/T ROUTI & 12/612006 UPDATED SURVEY & 11 /29/2006 ISSUED FO RBPS & 11115/200 6 ISSUED DE SIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206·851 ·1106 [ DRAWN BY: I JL -LICENSURE: ,..,..u-.1.•.- ... i ~:,_tTJ:1111 .. _, • o,· ' -IVAS "/<.P "!' ' . "~' f/' v6i.;r Ai'lt'b ~ • i/ ., ~~I lj»J .. '\. z , .. ~ t0 iii . )I,, .('\ 'J / ' ~"" \ 37041 .,~ ,.<,,,, .1i,,• •J*2/'t9!.§ Iff)i" <:=«>'.~ •., '58roNc\l.. -c'l',4• • 11r 1nr11 11 i @ . ~-························ ... ; PIRES . 08/25 /07 i = EQUIPMENT: W IR ELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATE D ON A iif.tt' . STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENC ED COMPOUND. = 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 REVI S ION. THE IN FORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: GENERAL DETAILS = DRAWING NUMBER: A·4 /,, .... ·~ i(.\. r _, .,..,,:r;) oS'sJ "c.' · !i /0"" .r<: -J. v ~Y''"' \) I GRADE LEVEL TYP. 12"0 X 24" DEEP CONCRETE FOOTING TRUSS OR TENSION ROD AS REQUIRED ~Lf' -r I- -\) ' I'- 6' MAX ' I, ~ ;:. ....- - ~- - ' ,t" ., -,. - 10' TYPICAL PANEL -111 -1=: 1=11=111=·· ,ffi_ 1]_1. '. ' , . ' / 4' I/ / UMAX / STANDARD 3" 0 GALVANIZED STEEL PIPE SERVICE LIGHT WITH TIMER AND DUPLEX RECEPTACLE I 200 AMP ELECTRICAL 1-5/8" UNISTRUT -= ;;;; SERVICE PANEL ATTACH AS REQUIRED \ TELCO ELEC. METER -f-PLASTIC UNISTRUT DEMARC PANEL -0 BOX ENDCAPS TYPICAL ~METER BASE TELCO j ~ DEMARCATION POINT TVSS . t "1 -'" ~ TRANSIENT VOLTAGE SURGE SUPPRESSER ' --' .-,~ ., ., -' ' ~. --'I @ T -MOBILE H·FRAME =--,_,_· :____::-__ >--;-t~~.---. ----TOP RAIL . . ·· _ 1/4"x3/4" STRETCHER BAR W/ MUSHROOM BANDS . '• . ' ., .. , ---- FENCE POST (TYP.): SEE CHART BELOW FOR SIZE CHAIN-LINK FABRIC: TO TOUCH GROUND TENSION WIRE AT BOTTOM OF FABRIC FOOTING WI 1/2" CROWN: SEE CHART BELOW FOR SIZE & DEPTH 6' HIGH GATE/FENCE (8' HIGH GATE & FE~JCE POST INFO PROVIDED IN PARENTHESIS) FENCE & GATE NOTES: POST TYPE LINE POST CORNER POST GATE POST POST DIAMETER FOOTING SIZE NOTES: 1-7/8"0 (2-3/8"0) 12"0x18" (12"0x24") 1. ALL POSP:3: C>CHED 4UASTM-F1083 3"0 (4"0) 12"0x36" (12"0x42") 2. ALL FENCl~JG TO RF FNGINFFRED BY 3"0 (4"0) 12"0x36" ( 12"0x42") FENCi MU Mf',NUFACTUHEH & APPROVED BY PROJ. MGR @ ~l~E FENCE DETAIL 1. GATE FRAME-1-7/8" OD, TOP & BRACE RAIL-1-5/8" OD, SCH ED 40 ASTM-F1083 2. FABRIC: 9 GA CORE WIRE SIZE 2" MESH FABRIC: FABRIC TO TOUCH GRAVEL BASE. 3. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL 4. BARBED WIRE: NO BARBED WIRE ALLOWED AT THIS LOCATION 5. GATE LATCH: SWINGING GATE LATCH: VERIFY WITH PROJECT MANAGER. NOTICE i}ltJ(i{l(E;-~rnti_ 1J!l<:-'!I' J:"!ff "'[i1rrw11g,'ii~·LJ1tt;i,·@ 1jrr,J ~J;?.,~, @c\] [~A1.,Jc<uf; .>!Jit·,11 t.ri,,;,u"Jiii1it1<(:e·v_, fa, !JJ\"e''£ C)[O')'![dulMIGL)l'<J, In ai>Xf~iill;~ hllh Fl>®rul V,i:-Jml'.;atl.'f'ia G~rnml~IJil Rel~ _m Fi.i'.1fJ F1~Ai'M•"i rr:iicloi5 -1? CP, 01)j!et:l-~ F'-ar!22. IN CASE OF AN EMERGENCY CALL 1 ·888·662·4662 Site No: __ S.c.....cE...c2.c..54_5.:cA ___ _ Site Name: KENNYDALE /WSDOT ,, __________ - NOTICE GENERAL INFORMATION FOR WORKING IN THE AREA OF ANTENNAS • All personnel entering this site mustbeautllorized. • Obey all posted signs. • Assume-all antennas are active. , • Maintain minimum distance of3 feet clearance from antennas. I Ca111-088-662-4662forinformation or assistance. --j ,; @ ~Tl~E SIGNAGE DETAIL 8' TALL 4" X 4" PT POST@ 48" O.C. MAX. 2' BURY W/ 1 SACK SACRETE TYPICAL (P) 3/4" PLYWOOD (NO GAPS OR JOINTS) & ~ (P) 2" QUASH RIGID FOAM BOARD QFR ~ - ( \ - \ ( \ \ "/ '__., @ ~T?UND BARRIER DETAIL ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 ;:: PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -ISSUED FOR: ===========:::::: [I BUILDING PERMIT 11 -REVISION H ISTORY: DESCRIPTION: CHK. APPV. BY: BY: No. DAT!!: I -------------------- -~--- ----· --------·- ADD SOUND i ME BARRIER I BJT I & 12/19/2006 & 12/12/2006 PfT ROUTING ~T ME & 12/6/2006 UPDATED SURVEY BJT ME i ISSUED FOR BPS BJT ME 6 11/2912006 ---- ISSUED DESIGN REVIEW BJT ME i & 11/15/2006 -,-PLANS PREP ARED BY: . THOMAS, P.E. 7 BOTH AVE NE B.J 760 MARY 2 SVILLE, WA 98270 06-851-1106 CHK. BY:= APPV. BY: - [1DRAWN ·:~ BJT AM ~ LICENSURE: ============: EXPIRES 08/25/07 ---- -EQUIPMENT:------------ WIRELESS COMMU)'JICATIONS FACILITY W/ ANTENNAS LOCATED ON A f,i .. ,,, STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. ;:DRAWING INFORMATION:======~ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ;:: DRAWING TITLE:===========: GENERAL DETAILS -DRAWING NUMBER:========~ WIRELESS STRUCTURES CONSULTING, PC Tom Palmer Andrew Corporation 154 Knotter Drive Chcsire, CT 0641 O August 8, 2005 Subject; MC-RMI030-3 Universal Ring Mount with MT-196-14 Low Profile Platform Dear Mr. Palmer, Per your request, we have performed a structural analysis for th.e above referenced ring mount and platform for the following conditions: Design Standards: TIA/EJA 222 Rev F, South Florida Building Code, ASCE 7-02, and 2003 IBC Design Wind: Design Loading: Materials: 160 mph 3-second Gust (Exp D per SFBC, ASCE 7-02) @ 200' AGL 140 mph BWS (Per TIA/BIA 222 Rev F) @ 200' AGL (12) -5' x I' Panel Antennas ( 4 antennas per sector, 3 sectors total) Pipes: Tubes: Plates: Threaded Rods: Welds: ASTM A53 Gr. B (Fy:?: 35 ksi) ASTM A500 Gr. B (F,:?: 46 ksi) ASTM A36 (F,;:,, 36 ksi) ASTM A 193 Gr. B (F v :?: 105 ksi) E70XX Electrodes per A WS DI. I Based on our analysis, we have determined that the ring mount is structurally adequate for the design loading listed above. The total Effective Projected Area (EPA) per TIA/EIA-222-F, of one platform with twelve antennas, is 61.6 square feet with no ice, and.68.7 square foet with Y," radial ice. Sincerely, ~ Adrian McJunkin, PE President 2735 Gilbert St. S .. S:i.lcm, OR.97302 • 503,58.7'.0IO! • mubile 503.&71.7335 • fax 503.218.8998 www.wsceng{neeri'ng.com 6 ITEM NO. PART NO. DESCRIPTION QTY. WEIGHT I RM 10303 10-30 RING MOUNT WElDMENT 3 60.34 2 RMS3H HARDWARE KIT rTEM#3+5 l 3 Ml-384·24 3/4"x24"1HREADED ROD 6 299 4 GWL-06 3/4" GALV LOCK WASHER 12 0.04 i, f---~5~G=N~.()=6~~3~/i;~" =G~A~l V~H=E~X ~NU=T~C=2~-~~1=2=0~. l 2~~ 3 R NOTES: 1. ALL METRIC DIMENSIONS ARE IN BRACKETS. 2. STAMP PART IDENTIFICATION NUMBER 3. WELDING WORKMANSHIP PER AWS D1 .1. TABLE ' ® 4 REV. ZONE F ® ~~IVERSAL RING MOUNT DETAIL Rt,V!SlONS DESCRIPTION BY DATE INITIAL RELEASE AW 08/30/04 \ ·:i ~µ j ' I / ----T-MOBILE ANTENNA, TYP. OF 3 T-MOBILE LNA, TYP. OF 6 MTS UNIVERSAL RING MOUNT (SIZE TO SUIT) MTS PIPE MOUNT (PART# MT-401-84) ~POLE ANTENNA CLOSE MOUNT ISPMETRIC N.T.S. (WHERE APPLICABLE) ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 = PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -ISSUED FOR: ===========:::: [I BUILDING PERMIT 11 - - REVISION HISTORY• . TION: CHK. APPV. BY: BY: No. DATE: DESCRIP i I ------- ! D BJT ME & 12/1912006 ADD SOUN BARRIER -- ~-112/12/2006 P/T ROUTI NG BJT ME & 12/6/2006 UPDATED SURVEY BJT ME & 11/29/2006 ISSUED FO R BPS BJT ME b 11/15/2006 ISSUED DE SIGN REVIEW BJT ME . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1·1106 -- [ DRAWN BY• CHK. BY• -APPV. BY,~ I JL I BJT I AM ~ LICENSURE: ===========::::: EQUIPMENT:============::: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A $t{-1r• f'TEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. 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 LA TEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE:==========: ANTENNA MOUNTING DETAILS DRAWING NUMBER:==========: 1,3''"4,5" ($3mrn-i14 rnrnJ ~~-....i style A 0 style B Type N.: 1.7"2 ,3t,J,m (15 -20 lbf-in) T16biN: 2.5".30 N, rn (220;265 lbf-iri) @ !~TENNA DETAIL ~ ~<?' I~~-~- •.. l 1 . I I l l II f II i I 11 Att"F~:top moun!l!astipillly to tpp mou.nting plate attached io the antenna a.s sho wn . Finger tighten , @ !~TENNA ASSEMBLY· STEP 2 Oarefullyremove cohtents ·of 'shipping boxes, U~pack and verify .the contents, Ref"'.' to theli?t below . You .need .allpart, to assemb le; install , arid oper,!tetheantenna. · 2 2 2 2 1 4 14 2 6 4 6 2 8 8 4 1 •iten1 Number(see iUustr;i.11,ms, ab9ve) CD ® @ © ® ® © ® ® © ® @ @ ® ® @ 601257 601256 601235-1 .601235-2 601258 60Q679 ~3 10 0525-24 60041 9~8 204003-6 600419-10 204001-15 225244 600419-24 2040 01 -21 600419-12 601584 @ ~~RTS LIST Attach antenna assembly fo pole, .Fihge d ighteilc A ngle arm Mounting damp Bracket Bracket Label ,·ahgle st')a ce r tube MB!lat w.~sh\!r (staihl <isssteiiQ MEfx 1.25 x 25mm .l;,r9!'.t,Wiag '!bo.lt (sfa,n le:;s ste!'ll) M~ lqtk wo1~her (stainl!'ls s s\eelj M.~~ .f;2~ X 11Ci rnm large ~e~ hea,dscrew (,;.tainless ,s\ei,jl) M~.l\ 1 .. 25 hex.rYl {st<!inles~.st;,el ) ¢fomp plato, Lar~~ l9Ck 1,'1<'1$/1 E!f (~ta i~}i?ss )lleijJ) M1 i.x f.75 hijl\ n1.1t(s\aii)l9$f;,fii~~ M12 x 1 .75 x 150 inrh large carriage bolt(stainless steel) Molybdenum disulfide!!grease I f\n.tsn:H,f PiY¢t.h.~i ~ to piv.O t h91$:Wrn !?11$1 Q'fi.. Vari0S-b~ .. anteiin8. @ ANTENNA ASSEMBLY· STEP 3 N .T.S. Attach ···J:liltt6rn m oui\t assemblffo. bottom mounting plate ;atti:lc.he.dto th e ant.en nil .as shown, Finger tight~, ® A.pply9Cfias~ctq t~rfl.ade // I I t @ !~TENNA ASSEMBLY· STEP 1 ® Attach the·.1ab .el . that matches the piVcith oletp·pivotholelert.!Jlh bf the antenna to either.side of arm . Use .111e · painter to ,set the .dowhtilt ahgle. Tighttm all hardware, @ !~TENNA ASSEMBLY· STEP 4 Notice ~ ••• __________________ _ Th~in~i.'ll)ation, mai.nten<1DCE!, .or rem9val qfa n arit~nrw naqu irnf~ualiij ed , ";'Pe.rii,n~ed pe t~qnn'ill; Arydrevf ... insta llai ion i.nstructiorii(are written ·. f9r sych ·instaliatiori person ~el. Ant~nna systerri?shoulp be irtspE>cted 9.nce ay<,ar i;,yqua.lHied persqnnel tp v,irily p(o p~r installation, m~in\,in;,q c!l, f',ni:i . conditiqn .qf 1,.quipm .i.nt. Andrew Corporation 19 tiOO W¢ st 1. 'f!3id $1re¢t Qr /and ~rk, IL Us. A l'/04.62 Telephone ' 7 08.34 9-3300 FAX(U S.A)· 1-8Q0,349;5444 Internet; http:!twww.a t1drow.com C ustomer Service; 24 hours." US .A. •Canada • Mexico:.1-soo.255-1479 l).K .. 08092§905 .5 Print ed in .U.sA 05102 Oth~rEµrope: +441.592782612 C9py(ight\Q/;lpr.i2by }\nd ,$V/ Cprp9ra tion Andrew piscl~ims any liability or iesppniillility ft,rthe resu lts p f irnP[QP~r or unsaf!!)hstallation pr rf'.l.~in _t_~:p:~"r},~;~ pia9~t~'.-S-'. · · · · ~··Mobile· 19807 NORTHCREEK PK\IIIY N BOTHELL, WA 98011 OFFICE (425) 398-7600 = PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -1sSUED FOR: ======================: [I BUILDING PERMIT I I - - REVISION HISTORY• . TION: CHK. APPV. BY: BY: No. DATE: DESCRIP - t i -- D BJT I ME & 12/19/2006 A DD SOUN BARRIER ~ 12112/2006 Pff ROUT I NG BJT ME & 12/6/2006 UPDATED SURVEY BJT ME ! R BP S ! BJT ME & 11129/2006 ISSU ED FO -- & 1 111 512006 ISS UED DE SIGN REVIEW BJT ME PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1·1106 --[IDRAWN •:~ jcH:;••-jAP:.BY,~ -LICENSURE: =============:::::: =EQUIPMENT:============:::: WIRELESS COMM UN ICATIONS FA CILITY WI AN TENNAS LOCATED ON A s,r-,, ·· STEEL MONOPOLE W ITH BTS EQU IPME NT IN A FENCED COMPOUND. = DRAWING INFORMATION:=======:::! DO NOT SCA LE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMI SS IO NS. ALL PREVIOUS ISS UES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFO RMATION CONTAINED IN THI S SET OF DOCUM ENTS IS PROPRIETARY BY NATURE. ANY USE O R DISC LOSU RE OTHER THAN WH ICH IS RELATED TO NAMED CLIENT IS STRI CTLY PR O H IB ITED. ; DRAWING TITLE:===========: ANTENNA ASSEMBLY DETAILS = DRAWING NUMBER:===========::=: A-7 " LJ Cc G-RA P IIIC SCALE -.L -_[, '1"----_ ---_________ --_____ __t:'. 59·03'45 ''._W_},_1_) ___ -· 263 3.96 ' (RI) ~ . BA SI S OF BE ARI NGS 190 8. 7 6' (IA) ---------------------_:0-------------i, --------··--_/', . ~ B.AS S OF P 0Slfl0bJ : FOUND MONUMEN T IN CASE AT / -N 1:'i9'03'45" W 454.57' (H 1) ,,j - NORTH WEST CO RNER OF . :-< THE WESTER LY MARGIN OF f!ORT I I 1/4 CORNER SECT ION 5, FOUN D MO NUME NT ~ MEAC CW AV E & THE 118RTH I CA LC ULATED PER R1 IN CA SE I< 3 URl.E TT AVE :::J LIN E OF SE CIION 5 . ,,, I ~ _;,S ~''..I / VJ ~ / ~ 0 / ::... I a ./. ~ ~ l.-<sj / zu o 10 za 40 r::~--~-•·=-.. ,_1 ( IN FEE '!' ) 1 inc h = 20 f t . --~ .._ -----------N 5 9'16'35" W --· ----........... _______ '"""S -- ~ 'ZW 'Hlto NORTI I Ll~4E LO T 3 3 4- LI!t1ITS' OF TOPOGRAPHY REFERENCES' 1. 2. 3. ---------·--·--·--~--·-- RECOIW OF SU RVEY A.F.N. 820 406900 2 RECORD OF SURVE Y A.F.N . 200006 129CD 001 PLAT OF LAK E WA SH INGTm~ GARD EN OF EDrn VOL . 11, PAG E 8 3 N 89'1 6 '35" W 51 4.3 8 ' SE E SURVE YORS NOT E #3 \=------=-------=•m-=--- \ \ \ 'I. \ i AD J OINING BOU1VDARY DETAIL \ \ \ L ~37 5.06 \ ,,-47369 t l.==45 '2 1 '5 7" II. Tan~l 97.98 \ N 86'.58'3 5" E 5 5 .00 ' I I I SI TE ~ I N :,, I ' I I SCALE 1" = 100' \ \ \ ····~-, ---,- " " ' - ' ' '·. ~, ' . ' I I ' / 0 / ~ 0 "' . "' /. -I / c , V) 0 / C / z 0 / :i:-/ !: / ' -o. I L < ·-11 -----~----~ -~J LEGEND SYMBOL DOES IJO T REFLE CT ACTUAL SI ZE OF OBJECT iZ EVE RGR EE N n EE h HE ICIIT OF OBJ EC T TOP EL ELEVA TION AT TOP OF OB JFCT (M) IIEAS URED DIST AH CE (R 1) REFER Ell CE #I ~ FO UNU MONUl,IEN T /.S NO I EO ~ SECT ION QUAR TER CORNER + SECTION COR NER @ AWEfiNA _OCATI ON ')/!;' FIRE HYD,Ac.T ,II WA TER ME TER ·---0-CHAil! LINK cEH CE N 3,JT H STRE ET " °' <{ CL 28 TH ,n 0 3 ... 0 w 0 >-<{ ·< w >- /Ci"\ :as V) °' N 2 H H 3 w '?-SV< \ 0 >- :;! I ~ "' :,, SI TE® VICINITY AL4P ~OT TO SC AL[ LEGAL DE8CRIPTI01V SITE LIES 'MTHI N PUBLIC RIGHT OF WAY FA A 2-C CERTJFICATI01V I CERTIFY THAT THE PRO POSED MO NO PO LE LOCA TI ON PER N0RTH~£ST MAPPING SPEC I ALTIES MEAS URED I.OCATION OF LATITL.DE CF 47' 30 ' 42.72" ~WlnH PJ-!D LONGTUDE OF 122" 11' 5 5.31" 'NEST /~R E AC CU RATE TO '.VITHI.\J +/-50 FEET Arn THAT TH E SITE ELEV-"T ION OF 26 0 FE ET (F:XI STl,;G GR OU l,u) IS ACC URAT E TO WI THIN +/·· 20 FEET VERT ICA LL Y. THE HOR IZ ON TA L DATUM IS IN TERMS OF THE NORTH Al.tER IC AN DATUM OF 1983/1991. THE VER TICAL DA TUM IS IN TERN'S OF THE NOR TH AMERICAN VERTI CAL DA TU M CF 1988. SITE INFOR1\fATION SE 1/4, NW 1/4, SECTIO N 5, TOWNSHIP 23 NORTH , RANOE 5 EAST, W.M. SITE NUMBER & NA ME: SE 2 545 A -KEIVNYDALE SITE ADDRESS: AP,CXIMATEL Y 2600 f.1EAD OW , REN TO N, WA OWNER'S NA.ME: PUB LI C OWNER'S ADDRESS: UNKN OWN COUNTY: TOPOGRAP HIC SURVEY CONTROL EQUIPMENT EMPLOYED TOPCON GP T 1003 ELEC TRONIC TOTAL STA TION WI TH AN ANGULAR AC CURACY OF 0 5" & DIRECT READIN G 01" SU ?PLnin.JTED WI TH :::LECTRON C 01".TA COLLEC T:m~ AND A GA R,\-1 1N ETRE X HA \JD HELD GPS U\J I ~. BAS IS OF PO S ITIO N ~,ORTHW :::s -CORN ER OF SEC TlmJ 5, FO UND tviONUMnn IN CAS E lf\i 8lJ RN ETT AVE NORTH 191,495.14 4 FEET EAS T 1,300 ,932 .071 FE ET ViA SH INCTON STAT E CO OR DINATF sv sTEM, NORTH ZONE, NAO 83 /9·1 BA S IS OF BEARlNG S SAI D FOUN D MONU,IEIH AND FO UND IAO NIJME l lT IN CA SE AT TH E WEST ER LY MAR GIN OF MEADOW AVE & THE NO RT H LI NE OF SECTrnl 5 SOU TH 59· 03 ' 45" EAST '9 08.76' (M EA SLPED) MER IDIAN PER R1 VERTICAL DA.TUM & BENCH MARK SE T HUl:1/MAG NA IL SO U TH OF GA TE NO RTH EAST OF P ROPO SE D MONOPOLE EL C:'IAT ION -264.58' NORTH A(I ER ICAfl VER TICAL DA/lJII OF 1988 CONTOUR IN TERVAL 1-c:-OO T IN RE LATION TO TH :: DAT UM US ED PROPO SED JIJONOPOLE I1VFOR1vfATI0N ~10RTH 189,70 7 ·=-:::E T E.4.S T 1,3C J,OD 7 FEE T \"/1\SHI NGTON ST1\TE COORD!NA TE SYS TDA , NO RTH ZO t~E , NJi.D 83 -91 Fl .EVA TIO N = 265 FE ET, EX ISTll~G GR OU ND NORTH AMERIC AN VERT ICAL DA11JI) OF 1988 U.S. G.8. QUADR=..c.A=l\~r_c~=L=E ___________ _ BEL LEV UE SOUT H, Wt,SH ING TO~l SCALE 1 c 25,000 ME TRIC YEAR: 1983 7.:.i MINU TE SE R1ES TOPOC RAPrl lC MAGNE TI C DECLINATION -18.12' SURVEYORS A'OTE I. THE SOLE PU RPO SE OF THIS SURVEY IS FO R THE Llfv11TED AND rA RTICULAR r~EED S TO DES IGN NW OBTAIN PERMITS TO CR EAT E A 'M RELE SS TELE COMM UNICA TION FAC ILI TY. IT IS ALSO INT El iDED TO BE US ED AS A TO POGRAPH ICAL BASE MAP FO R THE ARC HITE CTUR AL AND ENGIN EE RING PL ANS OF SAID FACILI TY . ANY OT HER USE !S PRO Hl3 1TED, 2. THIS TOPOGR,'.PHI C SURV EY DO ES NO T REPR ESENT A N ACTUAL lJ OUflD ARY SURVEY. 3. -oPOG RA PHY SYO WI, OUTSIDE CF "LIM ITS OF TOP0 8 ,.A 0 HY" ARE SH C\Yc. AS A. CO URFci Y, ARE f lOT COMP_c-E AND SHOUL D NOT BE USED FOR ANY OTHE R PU RPOSE TH AN A FIELD REF EREN CE. L. THE BOUN DA RY SHO\'/N HERE ON IS Bt,SED UPmJ REC ORD OF SUF:V EY A.F.N. 200000 12900/J/J' AND EXI ST ING elONIJl,AcN TAT IOH FOUi-iD AND NOT W, S. TYP ·: OF UTILI Tl:::S SH OWN HEREON ARE AS SUM ED AND NORTHWEST MA:iPING SPE CIALTIE S, INC . A CCEPT S ~rJ LIABILI TY FO R TYPE OF UTILITIF:S ':3HOW1i HER EO N. UTILITI ES t.i!U ST BE FI EL D VERIF IED BY OTHE RS, 6. TH IS MP..P IS AN El F CTRONIC FILE CR EATED BY >WR TH WEST MAP PING SP ECI AL rl ES, INC. ~WRl HWES T MAPP l~1G 'iPE CIALTfi ,EEPS ON FI LE A STAMPED AND S1 GL1ED HAR J :8PY ANU THAT HAR D COPY IS THE ORI GINAL, ANY CHANGE TO THIS ELECT RON IC FI LE '\I/ILL BE .A VIOLA TI ON GF WP.SHIN(~ l"ON ST/\TE LAW , RCW 18 .43.1 20 & WAC 196.2 3 .0?0 (AND OTHERS ). REV1S 10NS 'M LL OE PER FO RMED DY NORTHWES T MAPP ING SPEC I ALTIE S AND NOTED !fl THE REVI S1 0N SEC TION OF THE T,TLE El LO CK, A _L REVI Slm~s ~~UST BE REVI EV1rn AN D AlJTH OR iZED BY V/1•.YNE CH.ll.S TAIH . 7. TH L:: IN FORM ATION CON TAINED ON THIS MA P IS rROPRI ETARY BY NAW l-?E. ANY OTH ER USE OR DJSC l_OSURE OTHER rH.A.N TH,U.T \~HCH RE LATE S DIREC 'rL Y TO VOI CES TR EA ~,1 IS PRC HIB l l lll, US F BY A~1 Y OTH ER ::::m,1 PA~I Y OR IN DI VIDUA L 'Ill IH CI.T PRI OR WRI TTEN AUTH ORI ZATlm DIRECTL Y BY NOR THW EST MA 0 PlflG SPE CI AL TI ES , IN C. IS PROH IBI-EC. k., • a (l) k1 V) t 2: ~ D c '-. ,E ,_) t a:' >-G • D "' '( lD "'J ,.0. Cl -s:_ (J) LL) C'\J kl .!::: ~ CD s:-:Ei 0:: ci:: DJ L{) ~ 0 ~ 'Z s I c" ....., ..,. Q ,o I ~-:,:: _J ~ P) 0 ..:) ,. Lu c;:_i 1 "T •• Lu I" --..,_ fV) d :12 ct: 1::: l() ~ Ji () (""_j C'\J IV) , 0) 'i"' ,._ w ~ 0 :r:: '--' o:J ~ J l-~ ~ ''-.._.," ex: z-G_j • 3 0 CJ (..J >( 0 2: ~ G::: ~ k1 fr L.J u_ u. 0 (j 8; t:: 0 ~ • s CX) :., h ·~ ~' (/) u p.. -E ~ 0 • b a '" " '/ k., '6 > 0 <( 0.. 0 w (fJ f--Cl'. <C z z _J 0 ,,: w 0 -· :z: U) f--0 <( -CJ.. w (fJ Cl'. -_J -u 0 > U) 0 0 w .-,: w w Cl ::> 0::-: 0 0 w .:2 0 0 ,so ,,: CD w 0 ." ';;: <I 0 ~ C"-1 - u m h :, co "'-, "" CT> m "-i tt1 -0 0 l~ [f'l (J) (i) I f.i1 n --.. z-aJ m V) ·z 0:: (D -0) I ~ ~ w 00.i_·(D I'<) . ..., z '~ ·::: .2 •D h ~c3>::> N .... ~ tj u ~ z w ·>C~ ...;i ~w _J ill ij ~z<-t 1-0 00_J4 2 kl J:il ~ (_) V ~<t.>--{l) -Q C.Jl (.) Lu ~ C ~ r.o ... ....-l z _, C',.J U1 c..,Z zCLC(; I z ·-·ow0 r·, 1--' U 0 (.;:) -.~m t: m ?"1 ~ w co 2 ~~-~I-0 I ;.:>O f--u C) ~ p:;o<n<C @ <D 0..., ;::, UJ j ts g-,r, 0.... UJ UJ o...E X µ:] w (l'. "" ""'J' Q..;i_Jo=" I L ~ ' U C ;z: >L1 (l'. u 0 ~ -<t. 0:: -0 .J >-< U Cl <D E-. :.:--'" ~~ ~ J:il w -I CJ, (..) Ii-. (') ~ r-- ~~ ~o u . ..._ 01 > _,,.,. co " >~ Ct:'. 0:: I ~ ~ w. -) 0 tq UJ q 0-, U) (() l,.J 0 n ' ......:.:l ~1 CJ 0 t-1 ...;iZn z w C< ~ ~ <[ u c.:: a µ., _J LI.. ~-·-0 < lO LtJ 7 ~ 0 u -"-....... .. 0 -<( -(l'. f--N 0... VJ . <t; :,;: CD _J ..L 0 _J u 0 0:: <( <( 0 w <( w w 2 OJ z z 2 <( >-0 w 0:: <( 0 > 5' I_() (D 0 ~ N z >-(l'. w > [O w _J <( >-[O LO <( d > OJ 0 2 c~ 0 I.;: w :::, >-. ::z z z '<'. f--z z -o w :s u w 7' xf-- '--<( w w w w o _ Ct'. L "<i:: 0:: I I f--w CL W 0 0 u U) U) Ul y <( Ct:'. '' L s 1' ... ,.._., ( . A "." \j " r·!\~) D '· , ~ V_;-' -'t \l \)~" 0 \ r p -T UTILI T Y SERV ICE H-FRAME AND EQU IP MENT (S EE SHT. A-5. DETAIL 1) 1" PVC FOR TELCO BTS 3" PVC POWER & 2" PV C TEL CO TO SERVICE POINT (TYP) (SEE SHT. A-1 FOR ROU TING) P -T -P -T -P -T -P -T I T -T-, I >< >< >< >< ( CL >< x-x-x-x X ---X 0 / T l > p :. ---' p ---;'-; . p ' . I ~ T -T -T -T X -X -X CL t- ':) ' i/ "' r·-.... ., / ,./.._ ---<1 ' 'L_::___ ,--·, r --;·· I-'., > .. "/ ~-. -·-' / . ! ,, ! __ ,_ .. :::.. >< ,--ii t/ r c!ccl ==j~'--T-=~===-===-\:=,-----=======r C ::: ::~ ,----------------, --~--·- ••••• "" I 1" PVC CONDUIT W/ (3) #6 THWN & (1 ) #8 GROUND TO BTS -·, >< >< >< >< >< (P) COAX CABLE FROM BTS EQUIPMENT TO ANTENNAS CIRCUIT DESCRIPTION I >< >< >< >< PANEL SCHEDULE A B 60 20 CIRCUIT DESCRIPTION PURCELL CG -RECEPTACLE -----------<> >-+-+--0 20 o----"-------- -LIGHT -----------<> 30 o-+-+--o o--------- _1V_s_s ____ ~ ~------ --------<> -0--------- ---'l I ~ -------------0 o-+-+--o 0--------- ---'2 ------------<> 0--------- --.. 'J '~ -------------<> o-+-+--<> 0--------- --.. i~ !ij ----------0 --o-------- ---17 18 ---------------0 o--------- (P) PURCELL l ' '-. (P) NOKIA (P) NOKIA -UL TRASITE ~ --ULTRASITE --- / / ••• ' .•... . ·,., .·.·· . I (P) FLEXI UMTS 1 i l.-· 7 r L .. ./..- ) i" L .. ~-. ~ '····-'" ,--~ ' ELECTRICAL SITE PLAN 22x34 SCALE: 1/2" = 1' 11x17 SCALE : 1/4" = 1' X X X X X X >< >< X X >< I _ ( X / + / + / + 3" PVC FROM TRANSITION TO ABOVE GRADE EXISTING TRANSFORMER ------- ELECTRICAL NOTES: 1. ALL ELECTRICAL W ORK SHALL BE COMPLETED IN ACCORDANCE W ITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ANY LOCAL, C ITY OR COUNTY CODES THAT MAY APPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 3. CONTRACTOR RESPONSIBLE FOR PERMITTING, F ILINGS, INSPECTIONS AND TESTING AS REQUIRED BY TH E PERMITTING AUTHORITY AND T-MOBILE. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYV INYL CHLOR IDE CONDUIT, SCHEDULE 40, TYPE 1, CONFORMING TO U L ART ICLE 651 , MA NUFACTURED BY WESTERN PLAST ICS OR CARLON . ALL BENDS SHALL BE 30" MINIMUM RADIUS. 5. CONTRACTOR SHALL CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 6. ALL EQUIPMENT, W IRING, AND MATERIALS MUST HAVE A UL LABEL. 7. CONTRACTOR SHALL PROVIDE AND INSTALL A 2" PVC CONDUIT WITH PULL ROPE FROM THE TELCO LINE BOX AND THE TELCO DEMARCATION POINT. 8. CONTRACTOR SHALL PROVI DE AND INSTALL A 2-1/2" PVC CONDUIT FROM PSE SERVICE/DEMARCATION POINT AND METER BASE OR SERVICE PANEL WHERE APPLICABLE. 9. CONDUIT USED INDOORS SHALL BE EMT AND RMC FOR OUTDOORS. COUPLINGS SHALL B E R IGID STE EL AND COMPRESS ION TYPE FOR EMT (SET SCREW FITTINGS ARE NO T PERMITTED). FOR ALL STUB-UPS, USE RMC. 10. WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITH NO SPLICES ALLOWED. 11. ALL JUNCTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE DR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. 12. THE DISTRIBUTION PANEL SHALL HAVE A TYPED LEGEND IDENTIFING THE LOADS AF ALL CIRCUIT BREAKERS. 13. CONTRACTOR TO INSTALL CONDUIT SEALING COMPOUND , BLACKBURN DX DUCT SEAL OR EQUAL, FOR ALL CONDUITS AFTER W IRING IS PULLED AND TERMINATED. ELECTRICAL DISTR IBUTION PANEL "PP1" 1/2" RMC WITH (2) #12 AND (1) #12 GND 314" RMC WITH (5)#10 1" RMC WITH (3) #6 AND (1) #8 GND 1/2" RMC WITH (2) #12 AND (1)#12 GND DUPLEX GFI RECEPTACLE WITH WEATHERPROOF COVER TVSS (TRANSEND 50) FURNISHED BY T-MOBILE PURCELL CAB INET LIGHT ELECTRICAL BLOCK DIAGRAM ELECTRICAL SERVICE PANEL "PP1" EYELANDER 200-28-1-200 200A, \~i::;;;,;,~:',~'w ,0 ~ _\ GENERATOR RECEPTACLE APPLETON AJ20034-200RS I I I I 200/2 -7 -WALKING BEAM INTERLOCK 20012 [L~ -SPACE- GROUND -PER NEC 2011 6012 30/2 LIGHTING PPG 1VSS GFCI RECEPT ELECTRICAL ONE LINE ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE 1425) 398-7600 = PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -1ssuED FOR: ============: [I BUILDING PERMIT 11 - - REVISION HISTORY• . TION: CHK. APPV. BY: BY: No. DATE: DESCRIP ' I -- D ! BJT I ME & 1211912006 ADD SOUN BARRIER & 12/12/2006 PfT ROUTI NG BJT I ME A 112/6/2006 UPDATED S URVEY BJT I ME RBPS ~~ & 11/29/2006 ISSUED FO & 11/15/2006 ISSUED DE SIGN REVIEW BJT . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 BOT MARYSVILL 206-85 E, WA 98270 1-1106 ME - [ DRAWN BY: I JL -LICENSURE: .......... ._ . ~ \ .'';!.[_() 1!1;. ~ !ti(''' .. ~ <-v • c,, .,. ~ ~r .-e;'"'-1!! ~~ y'-' z! : . \ ~ ; · .,..,,0 , 37 041 !'<' .. • ~ ?o . ;,,~ f0 . r;j '4"' .... 1<;,. ,OIS Tl:Y:-<i,' ·, ~_.:SsrO Nt\l.. 10':'-'-'>,_. II' lti,-.-•• ~ [i. ·················-··-·· ----·----------- XPIRE S 0 8/2 5/07 I I = EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LO C ATED ON A 60' AGL STEEL MONOPO LE WITH BTS EQUIPMENT IN A FENCED COMPOUND. ;::: DRAWING INFORMATION: DO NOT SCALE DRAW INGS. 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 O F DOCUMENTS IS PROPRIETA RY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAM ED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: ELECTRICAL SITE PLAN = DRAWING NUMBER: E· 1 .,0 ~···''.:·· .,. . .-:.,,._· _ _t.' , .,.,:'(.\( i ,-.(1":j ()';;... t ·' ~· {)._ "'t.-0., /~~ ~ , -' - GROUND ROD (TYP) BON D H-FRAME POSTS AND MOU NTE D EQUI PM ENT TO GR OUND RING (SEE GROUNDING NOTE 7 )~ ------------------_ -_ --_ -_. ______________________ 1 __________ ~ TYPICAL CADWELD BON D / I I I (SE E GROUNDING NOTE 4) X -X ----x-~-x--/')( ---x~-X---)(: --,. ?-'··. X---)(: --X X---.... : I I •,. '. I I I I I I I I I I I BOND (4) COR NE R FEN CE POST TO SITE GRO UND RING (SEE SHT. E-), DETAIL 2) I x I 6 I .-:.1 I I I I I I X I I I I I I I I I I I >< X X ' I X I I I I I MECHANICAL CO NNE CTION (TYP) I / BOND ICE BR IDG E SUPPORT SEE GROUNDING NOTE 5 I / X I POLES TO GROUND RING (TY P) (TYP ALL GRO UND BARS ) I (SEE GROUNDING NOTES 4 AN D 6) I I X I I I I I >< I I >< I X X I I I I I I I BOND MG B TO GROUND RING (2) LOCATIONS ---s,;:-------1 I I I I X I I I I I X I I I I I I I I X I ~j===-+~~~~~==::::~ ---~-?··=--~~t----------+-~i-:x~-----BOND BTS JQUIPMENTTO MGB '-c=====r' I #2 GREEN STRANDED THVVN (TYP) ---··· --·----..., -·-·-l --- I I I I I (SE E SHT . E-4, DETAIL 5) ~~~~~___::::===-~~~~~~---=~::::::::--~~~~~-~ X I ---------I >< GROUND IN SPECTION WE LL (SE E SHT. E-4, DE TAIL4) I I MGB AT BOTTOM OF POLE X BELOW CAB LE ENT RA NCE POH T X (3) GROUND RODS AROUND MO NOPOLE I I I X I I I I >< t- i I 7 r ~I I • I I I I MGB #2 ON ICE BRIDGE NEA R BTS . EQUIPMEN T X BO ND AG B TO MGB I AGB AT TOP OF PO LE DIRE CTLY BELOW ANT EN NA ARRAY ( X + / + ?-- ) + I I I I I I I I • I I I I I -----I BOND GAT E PO ST TO GROUND RING & BOND GATE PO ST TO GA TE GROUNDING NOTES 1 2. 3. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL C OD E (NEC). MINIMUM BENDING RAD IUS FOR A GROUND ING CONDUCTOR IS 8". NO SPLICES SHALL BE PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUND ING CONNECTORS ARE TO BE CLEAN AND FREE OF PAINT AND DEBRIS AT TH EI R BONDING SURFACES, AND INSTALLED PE R MANUFACTURER'S RE COMME NDAT ION S. USE PENETROX OR EQUI VA LENT A NTIOXIDANT GREASE. 5 6. 7. 8. ALL GROUND BAR CO NN ECTIONS ARE TO BE 2 HOLE LUG COMPR ESSION TYPE. STACKED CONNECTIO NS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OP POSITE SIDE S OF THE GROUND BAR AR E PERMITTED . ALL MECHANICAL CONNECTORS SHALL BE TORQUED TO THE MANUFACTURER'S SPECIFIED VALU ES. MULTIPL E BONDS ON G ROUND ROD S TO BE SEPARAT ED BY A MINIMUM OF 6". MAXIMUM RESI STANC E (TO EARTH) OF THE COMPLETED GROUND IN G SYS TEM S HALL NO T EXCEED 5 OHMS. REFER TO GROUNDING NOTE 12 FOR TES TING REQUIREMENTS. 9. TO PREVENT ESTA BLI SHI NG A "CHOKE" POINT, GROUND WIRES SHALL NOT BE ROUTED T HRO UGH HOLES IN ANY METAL OBJECTS O R SUPPORTS. 10. GR O UND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING S HAL BE BURIED 30 " BELOW FIN ISH ED GRADE. 12. A CERTIF IED CONTRACTOR SH A LL ADMINISTER AL L REQU IRED TES TS FOR DETERMINING THE OPERATIONAL QUALITY OF THE GROUNDING SYSTEM. THE GROUNDING SYSTEM SHAL L BE TE STED US ING A MEGGER OR A PP ROVED EQU IVA LE NT TESTING INSTRUM ENT. TH REE TES TS SHALL BE ISSUED FOR DE TERM INING THE RE S ISTANCE OF THE GROUNDING SYSTEM: 1 TE ST AT 100 FEET, 1 TEST AT 70 FEET, AND 1 TE ST AT 35 FEET. THESE TE ST LOC ATIONS ARE GENERIC DISTANCES, ARE SUBJECT TO CHANGE, AND SHOULD BE VERIFIED O N A SITE BY SITE BASIS. T-MOBILE SHALL BE GIVEN 24 HOURS NOTICE PRIOR TO THE TESTING OF THE GROUNDING SYSTEM . THE COST ASSOCIATED WI TH GROU ND TES T ING SHALL BE AT THE EXP ENS E OF THE CO NTRACTOR. 13. ALL CO NDUCTORS BONDING EQUIPMENT TO THE GROUND RING SHALL BE #2 SOLID BARE TINNED COPPER WIRE , UNLE SS NOTED OTHERWISE. SYMBOL LEGEND MGB TT AGB TT • • MASTE R GR OUND BAR 1/4"x4"x24" COPPER ACCESSORY GROUND BAR 1/4 "x4 "x 12" OR 1/4"x4"x20" COPPER EXPOSED W IR ING UNDERGROUND WIRING CADWELD MECH A NICAL CO NNEC T ION 5/8"x8' COP PE R CLAD ST E EL GROUND ROD I BOND MONOPOLE TO GROU ND RING I I I I I I I I (GROUND CONNECTIONS PER SHT . E-3 , DETAIL 2) (TYP) • 0 J_ I I I I I I I I I I I I I I I I I I I I I I I I I I I I X >< >< X >< >< >< X L I X X X X X X X I I I I I I I I I I I I I I I I I I I I +----------111 I X I x_,-x-x-x-x-x-x-x-x-x-x-x-x-x-x ) I ~ ---------------------------------------------------------------- GROU ND INSPECTION WELL (S EE SHT. E-4. DETA IL 4) SITE GROUNDING PLAN 22x 34 SC ALE: 1/2" = 1' 11X17 SC A LE: 114 " = 1' INSPECTION PORT G ROUND ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (4251 398-7600 ;:PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 '-ISSUED FOR: =:=:=:=:=:=:=:=:=:=:==: [I BUILDING PERMIT 11 ~ - REVISION HISTORY• . TION: CHK. APPV, BY: BY~ No. DATE: DESCRIP I I I I I I I I I I I ~--~~+ - D I BJT ~ i I 8 ' ' , ADD SOUN ,2/19/2006 1 BARRIER ------- 0 1 12/12/200 6 i PIT ROUTI NG I BJT ' ME -. ~-A 1 12/6/200 6 i UPDATED SURVEY I BJT ME --b l 11/2912006 1 ISSUED FO R BPS I BJT -- SIGN RE VI EW I BJT t ·- ~1 11 /15/200 6 1 ISSUED DE . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1-1106 ME ME - [ DRAWN BY: I JL ~ LICENSURE: ;.f<.JUl.41. .~, . '(_fl g 111~• . :,• 'O · -·~ VfA c;}· ,., ,s4r., r~· I 0 \ 'jl, •'_ /:: t\ j8I ~· ~~-p i~ !• . "';~;,Jtr:~~1l0~1~f·· 1J/JfJtl •o-S/ON\L 1:,,-., "lrlr11 -. ,-------------------------------------------------1 I EX PIKE S 08/251 07 I ;: EQUIPMENT: WIRELESS COMMUNICATIONS FA CI LITY W/ ANT ENNA S LO CATED ON A 60 ' AG L STEEL MONOPO LE WITH BTS EQUIPMENT IN A FENCED CO MPOUND. ;::. DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OM ISSIONS. AL L PRE V IOU S ISSUES OF THIS DR AWING ARE SUPERSEDED BY THE LATE ST REVI SI ON. THE INFORMATION CONTAINED IN THI S SET OF DOCUMENTS IS PROPR IETARY BY NATURE . ANY USE OR DIS C LOSUR E OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIB ITED . = DRAWING TITLE: GROUNDING PLAN = DRAWING NUMBER: E-2 ,r . .,.., t_ .... ;: <-,,_I ,,( ' -· ~ . --:\ (" ,._,..~(1 o:::.>-·(: ,,., 1),. 1,.,u ·.1 - ~.-<_!~'. (_., "' --~ V ·, •. ;· i'·" \) :;,;~ T-MOBILE ANTENNA , (TYP.) ~ 112 THW GREEN TO AN T ENNA MOUNT ----' A G B MO UNTED TO MONOPOLE DIRECTLY BELOW ANTENNAS --- i/2 THW GREEN ROUTED WITH ANTENNA CABLES-----! \\--.,___'t------~-ANTENNA JU M PER CABLE, SE E SHEETS RF-1 AND RF -2 FOR DETAILS BOND LNA TO ANTENNA MOUNT W/#2 GREENTHW 1----LNA EQUIPMENT -SEE SHEET RF-2 FO R ADDITION A L INFORMATION GR O UND A ND W EATHER PROOFING KI TS, INSTAL L - BELOW ANTENNAS, (TYP.) 1-------GROUND TAIL, (TYP .) - COAXIAL CABLE , SEE SHEETS RF-1 AN D RF -2 FOR DETAILS (TYP ) \ EQUIP M ENT JUMPER CABLE , SEE SHEETS R F-1 AND RF -2 FOR DETAI LS l ""'f;;;;aa;BaaOaaNaaDaaAaaLL'EBETS EQUIPMENT TO ~ = MGB -#2 THW GREEN (TYP) GROUND AND WEATHERPROOFING KITS, ~ LOCATED NEAR EQUIPMENT, (TYP .) ~ #2 THW GREEN (TYP) / MOUNT MGB ON ICE BRIDGE / NEAR BTS EQUIPMENT ~ 0000000 0000000 0000000 ' BOND C ABINET GRD . BAR TO GR O UND RING -#2 SOLID BAR E -~---LI--f-----'-'----------'TINNED COPPER I I ------I / ·---/ <,---[ SITE GROUNDING RING I I --_,.,. -I I ,.,. ----/ ----------------I _I-~----------------------------------- BOND MGB TO GROUND RING -#2 SOLID BARE TINNED COPPER (TYP All MG B'S) @ ~~TENNA GROUNDING RISER _.,. .. ,, . , " ---- -- v Y X ' )< )(' )(. ',(. ':,( X , X :X V X X '>< " , GA TE POST, TYP, ~ FLEXIBLE COPPER BRAID BURN DY TYPE ~ , "B" WITH SLEEVES ON EACH END , "' 'A'v;'u~II DESIGNED FOR CADWELDS OR EQUAL~ v v'/ ), CADWELD, TYP , )<)(V':( >lx\c~ ';,(V V)l I V ')I )( ),: '\:, "x y .,... "' '.::(X..,X':,<X, )c V )( )c V 'x = " '.v ,, X )(VV V)( ,• -- ' V',(>( V ',(_ ',( V V v Vvv "v V vvv V )(' ){_ V V V V V V " "' V V V V V ' v"x '. V V V '>< '" )( V VY V V V V '>< V V V V V Y V 'v 'x...,,_ ~ '>\. ',(_ V VY #2 SOLID BARE TINNED COPPER CONCRETE FOOTING ® ~~NCE GROUNDING DETAILS ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (4251 398-7600 = PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -1ssUEDFOR: ============! [I BUILDING PERMIT 11 ~ - REVISION HISTORY• . No. DATE: DESCRIP TION: CHK. APPV. BY: BY: I I -... ------ I I --- D ' BJT ME I & 12/19/2006 ADD SOUN BARRIER - NG BJT I ME i & 12 /12/20 06 PIT ROUTI SURVEY BJT ME I RBPS BJT ME I & 1216/2006 UPDATED -· IA 11/29/2006 ISS UED FO ------ SIGN REVIEW BJT ME I ~ 11/15/2006 ISSUED DE . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 BOT MARYSVILL 206-85 E, WA 98270 1·1106 - [ DRAWN BY: I JL ~ LICENSURE: • I.JU L"-4 r ,,. ~ , ~-fl _<_}_!fi ,.,, *Jl;<'i/__''b\s' ;,'! s, • , _, __ ur .. tfi'--.' /): ~11·/~> ~ ,f tu~ ~i1Tdfdfa -.)\ • I At · ,i. "',, ? •. 370 41 0 /,(';' ,\. • ~'. ·-f(qrs T\~5l~~:/ ,f}\' ' '/:' ··-, , . .,,,-~ ' ··:S'(ON<\lf't'~·<I> ...... ,. [-----··1 EX P!REo 08.12 5/07 _ = EQUIPMENT: W IRELESS COMMUN ICATIONS FACILITY WI ANT ENNAS LOCATE D ON A 60' A G L STEEL MONOPOLE W ITH BTS EQUIPMENT IN A FENCED COMPOUND, ;::: DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY A LL DIM E NS IONS AND ADVISE CONSUL TANTS OF ANY ERROR S AND OMISSIONS, ALL PREVIOUS ISSUES OF TH IS DRAWIN G ARE SUPERSEDED BY THE LATEST REV ISION . T HE INFO R MA T ION CONTA INED IN THI S SET OF DOCUMENT S IS PROPR IETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED C LIENT IS STRICTLY PROHIBITED, = DRAWING TITLE: ELECTRICAL GROUNDING DETAILS = DRAWING NUMBER: E-3 ',,,- ' . ,,,_,_( . .- r (-' -;-,\. _,,..,ri~, i\ V,. ,.,; ... -.,- ' ' ;., - ' TYPE TA TYPE VN TYPE NC TYPE SS TYPEVV TYPE VS TYP E VB TYPE PT TYP E GT TYPE GY TYPE GR TYPE GL @ ~PICAL CADWELD CONNECTIONS G) MAIN CON DUCTO R, COPPER CABLE @ 5/8"x8' COPPER CLAD STEEL GROUND ROD @ CADWELD TYPE "TA" @ CADWELD TYP E "GT" @ ~~OUND ROD CONNECTION HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HO LE PATTERN , STA NUOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIR E TOAGB A TTO POFPOLE ~ COAX CABLE GROUNDING KITS W ITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CON TRACTOR, ill ill 0 0 (j (j ill 0 ('j 0 0 t---#2 SOLID BARE TINNED COPPER WIR E TO GROUND RING -PROVIDE (2) PER MGB --- ... =CADWELD HARGER GROUNDING BAR ff GB11 44 12G OR EQUAL -~ A NTENN A MOUNT GROUND COAX CABLE GROUNDING KITS ---#2 GREEN INS U LATED COPPER WI RE TO MGB AT BOTTOM OF POLE --- MGB AT BTS EQUIPMENT & BOTTOM OF POLE AGB TOP OF POLE --- I METAL FR AME W ITH SO LID LID ENGR AVED W/"GROUND" ON LI D OF COVER W/1"0 LIFT HOLE AT CENTER OF COVER ~Ill+:\: 7_am+,m+,o/Pm+,W.'l+{+~if!1 \·.:-: ·-=;-' ·. , ,, COVER TOP OF GRADE I ~ ti:: w 0 f- ff) 0 0: LL 0: Q. 5/8" GROUND ROD ------i GRO UN D WE LL , 12" 0 x 24" LONG CONC. PIP E WITH COVER (SEE ABOVE) I L PERIMITER GROUND RING GROUND INSPECTION WELL N.T.S. 3/8" S.S. HEXNUT --< 318 " S.S STA R WASHER (TYP.) ___ ,..- @ ~~OUND BAR DETAILS ~--suss BAR OR FLAT S URFACE OF EQUIP. /WIREWAY I-J.,o--1,-----;r--NO-LUX ANTI -O XID IZ ING COMPOUND 3 /8" X 1" S.S HEX BO LT ~ 3/8" S.S LO CKWASHER (TYP.) --.,,,, ~ 3/8" X 1/2" S.S FLAT WASHER (TYP.) ,-----Two HOLE COMPRESSION CRI MP LUG (#2) DETAIL IS TYP. OF lWO NUTS & BOLTS #2 STR D. GREEN INSULATED WIRE ----\ NOTES 1. TYP. A LL GRO UND W IRE S FOR ELECT. AN D OTHE R EQUIPMENT. 2. TH E ENTIRE LUG AND A RE A TO BE SPRAYED WITH CL EAR LAQU ER OR COLD GALV IN IZI NG SPR AY 3. GROUND LE ADS TO BE CADWE LDED TO GROUND RING. TYPICAL CABINET GROUNDING DETAIL N.T.S. ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 ~ PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -ISSUED FOR: ===========:::: [I BUILDING PERMIT 11 ,... REVISION HISTORY: -------- No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: I I i -I ------ I I I ~I --. /:\I A DD SOUN ~ 12/19/2006 BARRIER D I BJT ME -· --- NG -+BJ +ME _ SURVEY BJT • ME &1 1211212 006 ; PIT ROU T I &1 12/612 00;--:;:D-A-TE_D ___ _ I R B PS J_BJ ~ME _ --·----+---------+----+------; & 11 12912006 ISS UED FO b l 11 /15/2006' ISS UED DE S IGN REVIEW I BJ T I ME -PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1-1106 --[IDRAWN ·;~ 1·:.:Y•-,AP:~BY,~ -LICENSURE: ============: l EXPIRES 08/25/07 I . ----------------~·-"----- =EQUIPMENT:============::: WIRE LE SS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 60' AGL STE EL MONOPOLE WITH BTS EQUIPMENT IN A FENC ED COMPOUND . = DRAWING INFORMATION:=======:! D O NOT SCALE DR AW INGS . CON TR AC TO R MUST V ER IFY A LL DIMENSIONS AND ADVI SE CONSULTANTS OF ANY ERRORS AND OMI SSIO NS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SU P ERS EDE D BY TH E LAT E ST REVIS ION. T HE I NFO RM A T ION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DIS CLOSUR E OT HER THAN WHICH IS RELATE D TO NAMED CLIENT IS STRICTLY PROHIBITE D . = DRAWING TITLE:==========:::::: ELECTRICAL GROUNDING DETAILS =DRAWING NUMBER:=========:::: . , ANTENNA A-1 B-1 G-1 GPS 911 SITE LOADING CHART ANTENNA AZIMUTH MECHANICAL SECTOR MODEL# VENDOR (TN) DOWNTILT ALPHA ADFDP-182-6565B-XDM ANDREW O' D° BETA ADFDP-182-65658-XDM ANDREW 90' O' GAMMA ADFDP-182-6565B-XDM ANDREW 180' O' NIA 58532A SYMMETRICOM NIA NIA NIA BSD818U8 COMTELCO NIA N/A COAXIAL CABLE NOTES: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: 3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR 3.2 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS 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. -----.-1 rr ------- ELECTRICAL TAPE (1 LAYER) RADIATION CENTER 57'-8" 57'-8" 57'-8" TBD TBD STEP 1 STEP2 ----4" ---1 CAN USA HEAVY WALL HEAT SHRINK ALL COAX CONNECTIONS INSTALL PER MANUFACTURERS INSTRUCTIONS STEP3 GD ~~AXIAL CABLE WEATHERPROOFING ---., •.. -. ~;.~ ,''7' ,. ·-.--,-.-~,-...• ,,··, .. ",. ---~_ .. ,,, .,, .• ·" • CABLE NUMBER OF COAXIAL CABLE LENGTH COAX RUNS 65'± ANDREW 718" DIA 4 65'± ANDREW 718" DIA 4 65'± ANDREW 718" DIA 4 TBD ANDREW 112" DIA 1 TBD ANDREW 112" DIA 1 ANTENNA AND COAX GENERAL NOTES 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: SECTOR ANTENNA DESIGNATION -COLOR CODING ALPHA SECTOR A1 1 RED BAND 4. A3 3 RED BANDS A4 4 RED BANDS A2 2 RED BANDS BETA SECTOR 81 1 GREEN BAND B3 3 GREEN BANDS 84 4 GREEN BANDS B2 2 GREEN BANDS GAMMA SECTOR G1 1 YELLOW BAND G3 3 YELLOW BANDS G4 4 YELLOW BANDS G2 2 YELLOW BANDS 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES; FOR OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. 5. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1"WIDE WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: #1 AT ANTENNA CONNECTION #2 AT ENTRY TO EQUIPMENT CABINET RUN COAXIAL CABLE WITH MINIMUM 12" SLACK 12" FROM EDGE OF EQUIPMENT CABINETS, THROUGH PCV COAX CONDUITS, UP INTERIOR OF MONOPOLE AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE AND CABLE DIAMETER WITH PROJECT MANAGER Tx AND Rx FREQUENCIES FOR SEATTLE MARKET: Tx: 1965-1975 Mhz, 1980-1985 Mhz Rx: 1885-1895 Mhz, 1900-1905 Mhz TYPE OF EQUIPMENT LENGTH OF CABLE RUN DIA. OF CABLES MIN. BENDING RADIUS CITYTALKI 3-0", 6'-0", AND 10'-0" ULTRASITES SUPER FLEX JUMPER RUNS 112" 1 114" CITYTALK/ 3-0", 6'-0", AND 10'-0" ULTRASITES FLEX JUMPER RUNS 1/2" 4" ULTRASITES O" THRU 100'-0" 7/8" 1 O" ULTRA.SITES WILNA 101"THRU 15D'-O" 718" 1 O" ULTRASITES 151'-0" AND GREATER 1 518" 20" CITYTALK O" THRU 170'-0" 718" 10" CITYTALK 131'-0" AND GREATER 1 518' 20" @ COAXIAL CABLE SPECIFICATIONS ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 ~PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -issuED FOR: ====================~ [I BUILDING PERMIT 11 ~ - REVISION HISTORY• . TION: CHK. APPV. BY: av: No. DATE: DESCRIP I ' I I --I -T ------,------ I --~ .-· D I BJT I ME I NG ' BJT ME & ADD SOUN 12/19120061 BARRIER -- b 12/1212006 Prr ROUTI SURVEY BJT ' ME i I & ' 121612006 I UPDATED -- & 11/2912006 [ ISSUED FO R BPS I BJT ME ' --- SIGN REVIEW BJT ME & 11/15/2006 ISSUED DE I . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206·85 E, WA 98270 1 ·1106 -- [ DRAWN BY: ICHKB.JBTY: - 1 APPAVM. BY:~, I JL ~ LICENSURE: ======================! EQUIPMENT: =:====================::: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 60' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. -DRAWING INFORMATION:============::: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE:================:=: RF DETAILS -DRAWING NUMBER:================! ALPHA SECTOR 6'-0" SUPERFLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLE X JUMPER CABLE CABLE -65'± JUMPER CABLE JUMPER CABLE IDIN(F)I •DIN (F)• LNA 1 RED TX /RX 1 6'-0" SUPER FLEX 7/8" COAXIAL 6'-0 " FLEX JUMPER CABLE CABLE -65'± JUMPER CABLE •DIN(F)• •DIN (F)• 3 RE D TX 3 6'-0" SUPERFLEX 7/8" COAXIAL 6'-0 " FLEX JUMPER CABLE CABLE -65 '+ JUMPER CABLE 4 RED TX 4 •D IN(F)• •DIN (F)• 6'-0" SUPERFLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX J UMPER CABLE CABLE -65'± JUMPER CABL E JUMPER CABLE IDIN(F)I IDIN (F)I LNA 2 RED TX/RX 2 BETA SECTOR 6'-0" SUPERFLEX 718" COAXIAL 3'-0" FLE X 3'-0" FLEX J UMPER CABLE CABLE-65'± JUMPER CABLE JUMPER CABLE IDIN (F)I IDIN (F) I LNA 1 GREEN TX/RX 1 6'-0" SUPER FLEX 718" COAXIAL 6'-0" FLEX JUMPER CABLE CABLE-65'± JUMPER CABLE •DIN (F)• •D IN (F)I 3 G RE EN TX 3 6'-0" SUPERFLEX 718" COAXIAL 6'-0" FLEX JUMPER CABLE CABLE -65 '+ JUMPER CABLE ID IN (F)I IDIN (F) 1 4GREEN TX 4 6'-0" SUPER FLEX 718" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -65'± JUMPER CABLE JUMPER CABLE I DIN (F)I IDIN (F) I LN A 2 GREEN TX/RX 2 GAMMA SECTOR -·----_, 6'-0" SUPER FLEX 718" COAXIAL 3'-0" FLEX 3'-0" FLEX J UMPER CABLE CAB LE· 65 '+ JUM PER CABLE JUMPER CABLE •DIN(F)• •DIN (F)I LNA 1 YELLOW TX/RX 1 6'-0" SUPERFLEX 7/8" COAXIAL 6'-0" FLEX JUMPER CABLE CABLE -65'± JUMPER CABLE IDIN (F) I IDIN (F)• -- 3 YELLOW TX -- 3 6 '-0" SUPERFLEX 718" COAXIAL 6'-0" FLEX JUMPER CABLE CABLE -65'± JUMPER CABLE IDIN (F)I IDIN (F)I 4 YELLOW TX 4 6'-0" SU PERFLEX 7/8 " COAXIAL 3'-0 " FLEX 3'-0" FLEX JUMPER CABLE CABLE-65'+ JUMPER CABLE JUMPER CABLE IDIN (F\I IDI N (F) I LNA tJ 2YELLOW TX /RX 2 I A-1 I A-3 I A-4 I A-2 ADFDP-182-6565B-R1 I B-1 I B-3 I B-4 I B-2 ADFDP-182-6565B-R1 I G-1 I G-3 I G-4 I G-2 ADFDP-182-6565B-R1 DM DM SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDURE DESCRIBES THE TEST AND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR A LL ANTENNAS. 1. TEST EQUIPMENT SHOULD CONSIST OF A SW EEP OSCILLATOR SET TO RUN BETWEEN 1800AND 2000 MHz, DIRECTIONAL COUPLER WITH AT LEAST 35dB DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTION OF BETTER THAN 0.2dB. A MATCHED 50 Ohm LOAD AND SHORT CIRCUIT TERMINATION ARE ALSO REQUIRED. 2. SET UP THE RETURN LOSS MEASURING SET AS PER THE MANUFACTURERS INSTRUCTIONS AND CALIBRATE W ITH THE SHORT (OdB RET URN LOSS VSWR ~ INF INITY .) 4 . COMPOSITE RETURN LOSS: DISCONNECT THE BOTTOM JUMPER AT THE BTS AND CONNECT ITTO THE MAIN PORT OF THE BRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS, FEEDER AND ANTENNA SHOULD BE< -18dB ( VSWR > 1.5: 1) BETWEEN 1800 AND 2000 MHZ. 4. FE ED ER RETURN LOSS: TURN OFF THE SW EE P GENERATOR, DISCONNECT THE TOP JUMPER AT THE ANTENNA AND CONNECT A DUMMY LOAD TO TH E END OF THE TOP JUM PER WITH A D IN -N ADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM JUMPER. THE RETURN LOSS SHOULD NOT EXCEED -18dB ( VSWR > 1.3: 1) BETWEEN 1800 AND 2000MHz . 5. FEEDER INSERTION LOSS: REPLACE THE LOAD WITH A SHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM AND MINIMUM RE TU RN LOSS BETWE EN 1800 AND 2000. ADD THIS TOGETHER AND DIVIDE BY 4 TO GIVE THE AVERAGE 1 WAY INSERTION LOSS WHICH S HOULD BE< 3 dB. 6. IF THE CONDITIONS IN 4, 5 AND 6 ARE MET THEN THE TEST IS COMPLETE. IF 4 IS BAD BUT 5 & 6 ARE OK THEN REPLACE TH E AN TENNA AND RETEST. IF 5 & 6 ARE BAD THEN MEASURE RL OF MAIN FEEDER DNLY. IF RETURN LOSS IMPROVES T0-20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2dB THEN REPLACE OR RETERMINATE THE BOTTOM AND TOP JUMP ER . O THE RWISE REPLAC E THE MAIN FEEDER RUN . NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING OF ANY FAULTY HARDWAR E. 7. AL L TEST RESULTS SHOULD BE CLEARLY MARKE D W ITH SITE , FEEDE R NUMBER, DATE, MEASURED TIME . ,·[ FIGURE 1 GROUNDING CLAMP SLOT FOR ADJUSTABLE BAND CLAMP <1===11---114" 20 HARDWARE GROUNDING STRAP ASSEMBLY ---'--,._..~#6GROUND LEAD FIGURE 2 ----AQJ USTAB LE ,..-::=", BAND CLAMP G FIGURE 3 PUTTY TAPE ELECTRICAL T A PE _/ OVER MASTIC TAPE ~-~ 1---~GRO UND ING CLAMP -----TWO HOLE COMPRESSION CRIMP LUG W6) TO GROUND BAR FIGURE 4 FIGURE 5 FIGURE 6 112" f- DM @ ~~AXIAL CABLE DIAGRAM EQUIPMENT CABINETS • --+-------1'-0 7/8" ----------,e---+----7 118" --~I"- ~~r-/_:'_'.1---TYPE "N" CONNECTOR 5118" l 7 3/4" {ANTENNA) -----+-(MOUNTING BASE) 3 318" GPS ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMB ER HE IGHT DIAMETER WEIGHT 58532A 6.42" (163mm) 3.54"0 {90mm) 15 oz (427 g) CONNECTORS MOUNTING HARDWARE TYPE "N" OPTION AUB MAST ELECTRICAL SPECIFICATIONS IN BASE OF ANTENNA FREQUENCY POLARIZATION GA IN VSWR POWER HANDLING 1565.42 -1585.42MHz RIGHT-HAND CIRCULAR >30 dBi <2.5 250 WATTS CW @ ~-~: ANTENNA SPECIFICATIONS TYPE "N" CO NN EC TOR IN BASE OF ANTENNA 0 .----------i----------------r---,-t ~~· 1 318" L-------------------.....J-+ 911 ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER H EIGHT DIAMETER WEIGHT CONNECTORS BSDB18U8 15 in 1.35 in 4 lbs (1) TYPE "N" STANDARD MOUNTING HARDWARE BSMNT1 ELECTRICAL SPECIFICATIONS FR EQU EN CY GAIN VERTICAL B.W. VSWR POWER RATING 825-896 , 18 50-19 90 MHz UNITY 75' <2:1 250 WATTS @ ~~~.ANTENNA SPECIFICATIONS • 54" '----'~, (" ")~.5" f ANDREW ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH A DFDP -182-6565 6-R 1DM 54 in 12 in 3.5 i n CONNECTORS STANDARD MOUNTING HARDWARE (4) 7-16 DIN INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 1850-1990MHz ±45° 15.2 dBl/17.6dBi 65° BEAM TILT VSWR POWER HANDLING 0%-7% <1.5 :1 200WATTS WEIGHT 34.5 lbs ELEVATION B.W. 6.5 ° @ ~~:ENNA SPECIFICATIONS ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 = PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 ~ ISSUED FOR: ===========:::: [I BUILDING PERMIT 11 - ~ REVISION HISTORY• . ION: CHK. APPV. BY: BY: No. DATE: DESCRIPT I I I I I i I ~=--L-i I ' ----~ -· - D BJT ME I I & i ADD SOUN 12/1912006 I BARRIER ---~ ' NG I BJT . ME .. ]'nl "' 8 12/1212006 PIT ROUTI ~' 1216/2006 UPDATED SURVEY A 1 11129/2006 ISSUED FO R BPS BJT ME &1 11/1 512006 ISSUED DE SIGN REVIEW BJT . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1·1106 ME --[i"RAWN ·:~ 1·:;Y•-iAP:~BY,~ -LICENSURE: ===========::::::: j EXPlK ES o,12s10 1 I ;:; EQUIPMENT:============::: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 60' AGL STEEL MO NOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. ':: DRAWING INFORMATION:======::::::: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREV IOUS ISSUES O F THIS DRAW ING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPR IETARY BY NATUR E . ANY USE OR DI SCLOS URE OTHER THAN WHICH IS RELATED TO NA MED CLI ENT IS STRICTLY PROHIBITED. = DRAWING TITLE:===========: RF DETAILS :: DRAWING NUMBER:=========:::: ', .•. -j ·,;·" ..,le.-----------------20' ------------------,!'- / / / / / / / ' / / I x >< >< >< >< >< >< >< >< >< >< >< >< L X / / (E) TREE TO REMAIN~\ / ---,, 7 // / / / / / / / ·-. \, / / / / / / / / / / / / ' '/ / / / ,· / / / ./ / X _,_.· X _/ X/ x·· L-- VEGETATION NOTE: (E) BLACKBERRIESNEGETATION TO BE CLEARED FOR NEW LANDSCAPING. (E) VEGETATION TO BE CLEAf-lED ~. ' { i -X -X -i, X -X -X --·7-·· 71 ///, / / / / / / /-/ / / / / / >< >< >< >< >< ( / >< >< >< >< X -X J LANDSCAPE PLAN 22x34 SCALE: 118" = 1' 11x17 SCALE: 1116" = 1' 1 O' + I ,\ . ' PLANTING SCHEDULE: BOTANICAUCOMMON NAME PSEUDOSTUGA MENZIES II I DOUGLAS FIR 2 THUJA PLICATA I WESTER RED CEDAR 2 MYRICA CALIFORNICA I PACIFIC WAX MYRTLE 3 ARBUTUS UNEDO I STRAWBERRY TREE 4 ARCTOSTAPHYLOS UVA URGI I KINNICKKINNICK TBD WATERING NOTE: LANDSCAPING SHALL BE HAND WATERED ONCE WEEKLY DURING THE DRY SEASON (TYP. JUNE - SEPTEMBER) FOR ONE YEAR UNTIL PLANT GROWTH IS ESTABLISHED. VOICESTREAM HAS ENTERED INTO A WATERING AGREEMENT WITH THE PROPERTY OWNER TO FACILITATE. REMARKS 5' -6' 5' -6"' 5GAL 21"-24" TALL 5GAL 21"-24" TALL 4"@24"0.C. • ·Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398· 7600 ;::: PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 '""ISSUED FOR: ===========~ [I BUILDING PERMIT 11 ~ REVISION HISTORY: --------= No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: I I ... ---+' -----------+--l-------1 I I 12119120061 ADD SOUN 1 BARRIER I D 1211212006 i PIT ROUTIN G - 121612006 UPDATED S URVEY 11129/2006 ISSUED FO R BPS -- 11/15/2006 ISSUED DE SIGN REVIEW . . .._ PLANS PREPARED BY BJT I BJT BJT BJT BJT MAS, P.E. AVE NE ' B. J. THO 7607 BOTH MARYSVILLE 206-85 , WA 98270 1·1106 ME ME ME ME ME • -- [ DRAWN BY: CHK. BY. -APPV. BY:~ I JL I BJT I AM l 1 LICENSURE: ============! EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 60' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. 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 LA TEST 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:==================~ LANDSCAPE PLAN DRAWi NG NUMBER:================:::::! L-1 / .... -·0 NOTES: TOPSOIL NOTES 1. OVEREXCAVATE SUBGRADE AS REQUIRED TO PROVIDE FOR 6" COMPACTED DEPTH IMPORTED TOPSOIL AND 2" COMPACTED DEPTH MULCH. SCARIFY OR ROTOTILL SU BG RADE TO A MIN. 4" DEPTH. REMOVE DEBRIS & STONE LARGER THAN 314" IN ANY DIMENSION REMAINING ON THE SURFACE AFTER TILLING. 2. PLACE IMPORTED SANDY LOAM TOPSOIL IN TWO LIFTS: (1) PLACE MIN 4" DEPTH TOPSOIL AND ROTOTILL TO A DEPTH OF 8 INCHES TO INCORPORATE NEW TOPSOIL WITH SUBSOIL. (2) FOLLOWING TILLING, PLACE MIN. 2-INCH DEPTH TOPSOIL AND COMPACT PLANT STANDARDS 1. CONFORM TO WASHINGTON STATE DEPT. OF AGRICULTURE (WSDA): WASHINGTON STATE STANDARDS FOR NURSERY STOCK, ORDER NO. 1627 2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ANSI-Z 60.1-1986 AMERICAN STANDARDS FOR NURSERY STOCK 3. AMERICAN JOINT COMMITTEE OF HORTICULTURE NOMENCLATURE: STANDARD PLANT NAMES, CURRENT EDITION DELIVERY, STORAGE, AND HANDLING 1. PROTECT PLANT FROM HARM AND DAMAGE AT ALL TIMES. PROTECT TREES DURING TRANSPORT BY TYING IN BRANCHES AND COVERING ALL EXPOSED BRANCHES. JOB CONDITIONS 1. PLANT DURING PERIODS NORMAL FOR OPTIMUM GROWTH, AS DETERMINED BY SEASON, WEATHER CONDITIONS, AND ACCEPTED PRACTICE. PLANTING OPERATIONS MAY BE CONDUCTED UNDER UNSEASONABLE CONDITIONS BY ACCEPTING FULL RESPONSIBILITY FOR ANY SUBSEQUENT, RESULTING LOSSES. UNDERGROUND CONDITIONS 1. BE FAMILIAR WITH UTILITY, MECHANICAL, AND ELECTRICAL PLANS SO THAT DIGGING OPERATIONS DO NOT DAMAGE LINES WARRANTY 1. WARRANT ALL PLANT MATERIAL FOR HEALTHY, THRIVING CONDITIONS FOR ONE YEAR FOLLOWING PLANT INSTALLATION. 2. DURING GUARANTEE PERIOD, IMMEDIATELY REMOVE AND REPLACE ALL DEAD, DISEASED, DYING, BROKEN OR DISAPPEARED PLANT MATERIALS (DUE TO ANY CAUSE, EXCEPT AS NOTED BELOW). USE SPECIFIED PLANTS AND PERFORM AT NO ADDITIONAL COST TO THE OWNER. 3. DURING GUARANTEE PERIOD, THE GUARANTOR IS NOT RESPONSIBLE FOR REPLACING PLANTS DESTROYED OR DAMAGED BY VANDALISM, ACCIDENTS CAUSED BY OTHERS, OR ACTS OF GOD. PLANT QUALITY 1. PLANTS SHALL BE FRESH, WELL FOLIAGED, IN PRIME CONDITION WHEN IN LEAF, AND EXHIBITING NORMAL HABIT OF GROWTH. ALL LEADERS AND BUDS INTACT, FREE OF DISEASE, INJURY, AND ANY SIGN OF INSECTS. FREE OF SEEDS, WEED ROOTS AND OTHER CONTAMINANTS. 2. PLANTS ARE TO BE NURSERY GROWN. 3. PLANTS TO BE ACCLIMATED TO THE PROJECT SITE ENVIRONMENTAL CONDITIONS. NO COLD STORAGE PLANTS. 4. BALL AND BURLAPPED (B&B) STOCK IS REQUIRED TO HAVE A ROOT STRUCTURE SUFFICIENT TO INSURE SURVIVAL AND HEALTHY GROWTH. 5. CONTAINER GROWN MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT TO HOLD THE THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND. FERTILIZER 1. FORMULA 4-2-2 "TRANSPLANTER" AS MANUFACTURED BY PACIFIC AGRO CO., APPLY AT RATE AS PER MANUFACTURER'S PRINTED INSTRUCTIONS. 2. AGRIFORM TABLETS. 21-GRAM SIZE, AS MANUFACTURED BY AGRIFORM INTERNATIONAL CHEMICALS, INC. 20-10-5 ANALYSIS. APPLY AT RATE OF: MULCH TREES: 4 TABLETS SHRUBS: 1 TABLET STEERCO, GROCO, OR OTHER APPROVED COMMERCIALLY AVAILABLE FERTILE MULCH. PLANT INSTALLATION 1. EXCAVATE PLANTING HOLE. 2. PLACE PLANT IN UPRIGHT POSITION IN CENTER OF PIT, REMOVE ANY ROOT COVERING AS DETAILED AND SPREAD ROOTS TO HAVE A NATURAL SPREAD AND DISTRIBUTION. 3. BACKFILL WITH EXCAVATED MATERIAL. TAKE CARE NOT TO INJURE ROOT SYSTEM. THOROUGHLY PACK AND PUDDLE SOIL AROUND ROOTS. 4. FERTILIZE AS SPECIFIED. 5. STAKE AND GUY AS SPECIFIED 6. IMMEDIATELY AFTER COMPLETION OF ALL PLANTING, THOROUGHLY WATER PLANTING AREA THEN MUCH ALL PLANTING AREA TO A MINIMUM COMPACTED DEPTH OF 2 INCHES AND AS DETAILED MAINTENANCE 1. MAINTAIN PLANTING AREA FOR A PERIOD OF ONE YEAR UNTIL THE END OF THE WARRANTY PERIOD. 2. WATER PLANTINGS AREAS BY THOROUGH SPRINKLING. PROVIDE AS NEEDED TO KEEP GROUND MOIST AND PLANTS HEAL THY. PREVENT SOIL EROSION. 3. PRUNE, CULTIVATE, FERTILIZE, SPRAY AND PERFORM OTHER NECESSARY OPERATIONS. .. , -.,-,;;,_c:;, ---,-------, --· 18" MIN ST!\KING & GUYING REQ'D ON TREES 5' & TALLl::R: (3) 2"x2" WOOD TREE STAKES, INSTALL VERTICAL & PLUt1m SECURE TREE TRUNK TO STAKES WITH 12 GAUGE STEEL GUY W RF C/W HOSF: CHAFFING GUARDS AND FLAGS B&O: REMOVE ALL STR NGS, SYNTHETIC WR/\P & TWINE FOLD NA TlJRAL BURLAP UNDER OR REMOVE REMOVE \/'/IRE BASKET 2" MULCH -PER SPEC CREATE WATERING RING PLANTING PIT BACKFILL AS PER SPECIFICATIONS COMPACT DY J-1AND/V1ETH0DS AND WATER TO 11:EMOVF . .\LL VOIDS EXISTING GRADE FEATHER FINISH GRADE INTO EXISTING GRADE BnEI\K/SCARIFY SIDES AND BOTTOM OF PIT. G" COMPACTED PLANTING PIT BACKF LL TO SUPPORT TREE EXISTING SUGSOIL TREE PLANTING/STAKING DETAIL NOTTO SCALE SPACING PER PLAN ONE GALLON PLANT TYP. F!NISHGRADE t!!ll~~~~~~~%0~%0i%l;~~~~11E'f~!liilf-2" MULCH "4~5" PREPAl1ED PLANTING ;·;. BED ROTOTIU. SUBGRADE SHRUB SPACING NOTTO SCALE OPEN BURLAP AROUND TRUNK -FOLD BACK AND UNDER TOP OF r:lOOTB/\LLAT TRUNK -LEVEL WITH SURROUNDING SOIL ROTOTILL SUBGRADE PREPARED PLANTING BED STAKING & GUYING REQ'D ON TREES 5' & TALLER: (3} BVC LODGEPOLE -STAKES (HIGG'NS CORP. - / (453-836-4643) INSTALL VERTICAL SECURE TREE TRUNK TO STAKES WITH CHAINLOCK #2 BY LISTER B&B: REMOVE ALL STRINGS, SYNTHETIC 'o/VRAP & TWINE, FOLD NATURAL BURLAP UNDER OR REMOVE. REMOVE WIRE BASKET 2" MULCH -PER SPEC CREATE WATERING RING PLANTING PIT BACKFILL AS PER SPECIFICATIONS COMPACT BY I !AND METHODS AND VVATER TO REMOVE ALL VOIDS EXISTING GRADE FFA THF.R FINISH GRADF iNTO EXISTING GRI\DE BREAK/SCARIFY SIDES AND BOTTOM OF PIT 6" COMPACTED PLANTING PIT BACKFILL TO SUPPORT TREE EX STING SUBSOIL PLANTING DETAIL NOTTO SCALE PLANT AT SAME LEVEL AS ~'-m/--GROWN IN NURSERY OR :JLIGI-ITL Y HIGI IER Pl ANT NG HOLE TO BE 3X LARGER Tl IAN DIA. OF ROOTBALL HOLD MULCH BACK FROM FIN SH Gl1ADE COMP1\CT NATIVE SOIi_ UNDER PLANT TO AVOID SETTLING SHRUB PLANTING DETAIL NOTTO SCALE ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 = PROJECT INFORMATION: KENNYDALE / WSDOT SE2545A SOUTH & ADJ TO 2219 MEADOW AVE N RENTON, WA 98065 -1ssUED FOR: ============: [I BUILDING PERMIT 11 - - REVISION HISTORY• • No. OATE: OESCRIPT ION: CHK. APPV. BY: BY: ' ' I i . I I I --- ~ 12/19/20061 ADDSOUN i BARRIER I D I BJT ME & 12/12/20061 P/T ROUTI NG I BJT ME & 12/6/2006 [ UPDATED & 11/29/2006 ISSUED FO I &111/15/2006 I ISSUED DE SURVEY I BJT I ME ·------· ---- R BPS +T ME --- SIGN REVIEW BJT I ME ! PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 BOT MARYSVILL 206-85 E, WA 98270 1-1106 -- [ DRAWN BY: I JL CHK. BYo-APPV. BY,~ I BJT AM I .-LICENSURE: '=EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 60' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. ;::. 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 LA TEST 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: LANDSCAPE PLAN = DRAWING NUMBER: L·2··/ " •.() -. ,. . - V'" ,r ' 'l, r~;";J (\yj:, !, \ .