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T-Mobile Site SE05198D0 0 n u A& iNILKENSON ROAD /RAILWAY 16220 RAILWAY ROAD SE YELM, WA 98597 SITE NUMBER: SE05198D LATITUDE 46° 56'45m47" N LONGITUDE 122° 35'49mOO" W VICINITY MAP PROJECT TEAM PROJECT INFORMATION PROJECT DESCRIPTION DRAWING INDEX CONTACT TITLE CONTACT INFORMATION - - -- THIS IS UNSTAFFED AND RESTRICTED EQUIPMENTAND WILL BE MINOR RE' MINOR RE' DWG DRAWING DESCRIPTION 02/27/2007 PROPERTY RAILWAY ROAD PROJECTS LLC USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE T- MOBILE PROPOSES TO CONSTRUCT AN UNSTAFFED OWNER: 11710 VAIL RD SE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. TELECOMMUNICATIONS FACILITY CONSISTING OF BTS EQUIPMENT T -1 TITLE SHEEP YELM, WA 98597 T- MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY LOCATED IN A NEW 10' -0" x 15' -0" CONC SLAB ON PRIVATE PROPERTY WITH ANTENNAS LOCATED ON A NEW 150' AGL STEEL MONOPOLE ON G -1 GENERAL NOTES " WILL BE SERVICED ONLY BY T- MOBILE EMPLOYEES AND THE WORK PRIVATE PROPERTY IN A PREFERRED INDUSTRIAL ZONE. A -1 SITE PLAN ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY A -1.1 ENLARGED :iITE PLAN - HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED PROGRAM T- MOBILE ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT A -2 PROPOSED SITE ELEVATION MANAGER: TERESA VANSELOW TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B 19807 NORTH CREEK PKWY N SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT ACT. BOTHELL, WA 98011 A -3 BTS EQUIPMENT DETAILS 425- 770 -0020 NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. -4/A-5 GENERAL DE -TAILS CONSTRUCTION TELCOPACIFIC NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. A -6 GENERATOR AND PROPANE TANK DETAILS VALUATION DATA A -7 ANTENNA MOUNT DETAILS PROJECT SHEILA LOEFFELBEIN ESTIMATED $90,000. MANAGER: 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 T- MOBILE MAINTENANCE CREW ONE PERSON WILL MAKE AN { ) A -8 ANTENNA ASSEMBLY DETAILS PHONE #: 42542 -2839 AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. LS -1 LAND SURVEY (BY OTHERS) -_ UTILITY PURVEYOR ZONING INFORMATION CONSULTING B. J. THOMAS, P.E. E_1 ELECTRICAL- SITE PLAN POWER: PSE SITE NUMBER: SE05198D * ' ENGINEER: 7607 80TH AVE NE MARYSVILLE, WA 98270 E_2 ELECTRICAL- GROUNDING PLAN SITE NAME WILKENSON ROAD E_3 ELECTRICAL- GROUNDING DETAILS MOBILE #. 206 - 851 -1106 SITE ADDRESS: 16220 RAILWAY ROAD SE YELM, WA 98597 -- - - - -- - - E_4 ELECTRICAL- DETAILS SITE WIRELESS FACILITIES, INC. } ACQUISITION: PHIL HALL TELCO: QWEST PARCEL #: 64300700600 RF- I /RF -2 RF DETAILS _ e 575 ANDOVER PARK WEST, SUITE 201 TLIKWILA, WA 98188 -- -- - - - CURRENT ZONING: LIGHT INDUSTRIAL L -1 /L -2 LANDSCAPING DETAILS ,. .{ MOBILE #: 206 - 574 -6345 -- - -- - GOVERNING CODE: 2006 IBC C_1 ABBREVIATE =D DRAINAGE PLAN (BY OTHERS) - - APPROVALS ZONING: PTS BECKY TODD 568 1 STAVE S #650 BUILDING TYPE: -- - SITE TYPE UNSTAFFED TELECOM FACILITY DRIVING DIRECTIONS CODE COMPLIANCE PROPERTY OWNER: DATE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN FROM T- MOBILE BOTHELL 4 OFFICE: SEATTLE, WA 98104 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING -- - -- - - -_ - T- MOBILE PGM: DATE: RF ENGINEER: DATE: 1: START OUT GOING SOUTH NORTH CREEK PKWY TOWARD NE 195TH ST. 0.1 MILES CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 2: TURN H ST. 0.2 MILES 3: MERGE RIGHT ONTO 1-405 S VIA THE RAMP ON THE LEFT TOWARD RENTON. 24.4 MILES SURVEYOR: COMPANY NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT LEGAL DESCRIPTION 4: I -405 S BECOMES WA -518 W. <0.1 MILES 145 SW 155T 145 SW 155TH STREET, SUITE 102 WORK NOT CONFORMING TO THESE CODES: CONSTRUCTION: DATE: ZONING: DATE: 5: MERGE ONTO 1 -5 S TOWARD PORTLAND. 37.5 MILES SEATTLE, WA 98166 2006 INTERNATIONAL BUILDING CODE 6: TAKE EXIT 116 TOWARD MOUNTS ROAD / OLD NISQUALLY. 0.5 MILES 2006 INTERNATIONAL RESIDENTIAL CODE ABBREVIATED PER ACCESSOR RECORDS: 7: TURN LEFT ONTO NISQUALLY RD / OLD PACIFIC HWY. CONTINUE TO FOLLOW OLD PACIFIC HWY SE. 5.5 OFFICE #: 206- 244 -4141 2006 INTERNATIONAL MECHANICAL CODE LEASING: DATE: ENGINEERING: DATE: MILES -- 2006 INTERNATIONAL FUEL GAS CODE SECTION 19 TOWNSHIP 17 RANGE 2E QUARTER SW NE PLAT MCKENNA 8: TURN LEFT ONTO ST CLAIR CUT -OFF RD SE / WA -510. CONTINUE TO FOLLOW WA-510.9.3 MILES 2006 NFPA 54 - NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS IRRIGATED TRACTS B IRRIGATED 7 LT 5 SWLY 10F & LT 6 DOCUMENT 099/044 9: TURN LEFT ONTO 1ST ST N. 0.3 MILES ONLY) CALL 3 WORKING DAYS BEFORE YOU DIG 10: TURN RIGHT ONTO RAILWAY RD NE. 0.2 MILES 2004 NFPA 58 - LIQUIEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) � -800- 424 -5555 2006 INTERNATIONAL FIRE CODE;' ARRIVE 16220 RAILWAY RD SE YELM, WA 98597 -9404, US - - - 2006 UNIFORM PLUMBING CODE UTILITIES UNDERGROUND LOCATION CENTER 2005 NATIONAL ELECTRICAL CODE i t! (ID,MT,ND,OR,WA) 2007 NATIONAL ELECTRIC SAFETY CODE DISTANCE: MILES APPROXIMATE TE TRAVELTIME:1 HOUR33MINUTES LOCAL BUILDING CODE ORDINANCES ELECTRIC - RED SEWER -GREEN GAS /OIL- YELLOW SURVEY -PINK ANSI /TIA /EIA -222 -G SAFETY PRECAUTION SHALL BE IMPLEMENTED BY TEL/CATV- ORANGE PROPOSED - WHITE WATER - BLUE NFPA -101 - LIFE SAFETY CODE CONTRACTOR(S) AT ALL TRENCHING IN ACCORDANCE _ WITH CURRENT OSHA STANDARDS T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 r,nwwjr-a. i inrvrsinw i nvn: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 LL" ISSUED FOR: 1 L REVISION HISTORY: 1 No. DATE: DESCRIP' PLANS PREPARED Bit B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: AB, AAL BJT AM r LICENSURE: 1�wi,L1 '_t1 Onl, 4r' "F 'l, Sjjf�s 1 37041 NTH_ F,XPIRFS 08/25/09 L_ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' 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. r DRAWING TITLE: TITLE SHEET L nQAWNu91- wN IAMQCO. Tm I A2/11/2008 MINOR RE' MINOR RE' ZL8/21/2007 A03/19/2007 02/27/2007 ISSUED FC ISSUED DE PLANS PREPARED Bit B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: AB, AAL BJT AM r LICENSURE: 1�wi,L1 '_t1 Onl, 4r' "F 'l, Sjjf�s 1 37041 NTH_ F,XPIRFS 08/25/09 L_ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' 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. r DRAWING TITLE: TITLE SHEET L nQAWNu91- wN IAMQCO. Tm I GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROV-:p BY, VOICESTREAM WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE 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 ARCHITECT'S /ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARgS, 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 S1TE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T- MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADIDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION ANID 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- A10E;C 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 Td STARTING WORK. CONCRETE NOTES: ABBREVIATIONS 2/11/2008 MINOR RE' MINOR RE' 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION A03/19/2007 02/27/2007 ISSUED FC ISSUED DE �j CAST -IN -PLACE CONCRETE. AC AIR CONDITIONER JT LAM JOINT LAMINATED AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE LF LINEAL FOOT 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS LINO. AFS ABOVE FINISHED SLAB MANUF MANUFACTURER ALUM ALUMINUM MAX MAXIMUM 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. AB ANCHOR BOLT MECH MECHANICAL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. L ANGLE MH MANHOLE SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD LINO. ARCH ARCHITECTURAL MM MIN MILLIMETER MINIMUM BTS BASE TRANSMISSION SYSTEM BLDG BUILDING MISC MISCELLANEOUS 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN BM BEAM MPH MILES PER HOUR OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH - 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: BOT BOTTOM MTL METAL #6 AND LARGER ..........................2 IN. B.O. BOTTOM OF NIC NOT IN CONTRACT #5 AND SMALLER & WWF .........11/2 IN. BOC BOTTOM OF CONCRETE NOM NOMINAL BOS BOTTOM OF STEEL NTS NOT TO SCALE 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE LINO. HOLES TO RECEIVE CJ CONTROL JOINT OC OD ON CENTER OUTSIDE DIAMETER EXPANSION /WEDGE ANCHORS SHALL BE 118" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND CENTER LINE OH OVERHEAD G SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CLR CLEAR OPNG OPENING CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. CMU CONCRETE MASONRY UNIT OPP OPPOSITE COL COLUMN (P) PROPOSED 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN CONC CONCRETE PCs PERSONAL COMMUNICATION SYSTEM RECOMMENDED PROCEDURES. CONST CONSTRUCTION R PLATE CONT CONTINUOUS PR PAIR CENTER PSI POUNDS PER SQUARE INCH 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE DAR/ 0 DIAMETER PSF POUNDS PER SQUARE FOOT SHALL BE SLOPED AT 2' °, TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. DTL DETAIL PT PRESSURE TREATED (E) EXISTING RAID RADIUS EA EACH RD ROOF DRAIN EJ EXPANSION JOINT REINF REINFORCED /REINFORCING ELEC ELECTRIC /ELECTRICAL REQ'D REQUIRED EL ELEVATION RM SITE WORK NOTES: EQ EQUAL R/W R GOHTI OF WAY EW EACH WAY SCHED SCHEDULE EXP EXPANSION SECT SECTION 1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND EXT EXTERIOR SF SQUARE FOOT DISPOSED OF LEGALLY. FD FLOOR DRAIN SIM SIMILAR FIN FINISH SQ FT SQUARE FOOT 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCs EQUIPMENT, TOWER FIN FLR FINISH FLOOR SS STAINLESS STEEL AREAS, AND ADJACENT BUILDINGS. FLR FLOOR STD STANDARD FTG FOOTING STL STEEL GA GAUGE STRUC STRUCTURAL 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE GALV GALVANIZED TEMP TEMPORARY SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GYP GYPSUM THK THICK GB GYPSUM BOARD T.O. TOP OF 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED HM HOLLOW METAL TOS TOP OF STEEL STONE APPLICATION. HOR HORIZONTAL TOC TOP OF CONCRETE HR HOUR TYP TYPICAL HT HEIGHT LINO UNLESS NOTED OTHERWISE 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, HVAC HEATING VENTILATION AIR CONDITIONING VCT VINYL COMPOSITION TILE SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE INSUL INSULATION VERT VERTICAL RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN INT INTERIOR W/ WITH EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR WWM WELDED WIRE MESH 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: LEGENDS & SYMBOLS SIEVE SIZE PERCENT PASSING 3/8" 100 NO. 4 MESH 60 -90 CHAINLINK FENCE X X X X NO. 8 MESH 0 -45 NO. 16 MESH 0 -25 CEDAR FENCE NO. 100 MESH 0 -2 NO. 200 MESH 0 -2 POWER P P P P 9. BMP'S FOR TEMPORARY EROSION /SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR TELCO T T T T COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. POWER/TELCO T/P - T/P T/P T/P OVERHEAD COAX OHC - OHC OHC OHC COAX OVERHEAD POWER CENTERLINE REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG COAX- COAX COAX COAX OHOH OH D TOP OF ... EL 0' -0" OH DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER • .... 1 em 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 r,nwvjC%r I imr%onwiA i mpm ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 L ISSUED FOR: � fi r" REVISION HISTORY: I No. DATE: DESCRIP' PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV I LLE, WA 98270 206- 851 -1106 L DRAWN BY: CHIC. BY: = APPV. AB, AAL BJT AM �] - LICENSURE: - A's l'4,4t f`s, f ;707 4i U�r` ♦` SI _c "j E 1 S fO��, t; 4, I W-N-1 It 16 F:XI'IRF:S 08 /25/09 L_ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: GENERAL NOTES L n12AWiur. uiiumpow G -1 2/11/2008 MINOR RE' MINOR RE' A8/21/2007 A03/19/2007 02/27/2007 ISSUED FC ISSUED DE �j PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV I LLE, WA 98270 206- 851 -1106 L DRAWN BY: CHIC. BY: = APPV. AB, AAL BJT AM �] - LICENSURE: - A's l'4,4t f`s, f ;707 4i U�r` ♦` SI _c "j E 1 S fO��, t; 4, I W-N-1 It 16 F:XI'IRF:S 08 /25/09 L_ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: GENERAL NOTES L n12AWiur. uiiumpow G -1 VICINITY MAP NOT TO SCALE PARCEL NUMBER: 64300700600 LEGAL DESCRIPTION: SECTION 19 TOWNSHIP 17 RANGE 2E QUARTER SW NE PLAT MCKENNA IRRIGATED TRACTS BLK 7 LT 5 SWLY 10F & LT 6 DOCUMENT 009/044 TOWER AND ANTENNA PAINTING: THE TOWER AND ALL PROPOSED AND FUTURE ANTENNA /ATTACHMENTS SHALL BE FACTORY PAINTED A COLOR THAT IS SELECTED BY THE TOWER OWNER AND IS SIMILAR TO AND NO LIGHTER THAN, SHERWIN WILLIAMS JASPER #6216. NEW IMPERVIOUS SURFACE: ACCESS - 4,000 SQ. FT. +/- WIRELESS COMPOUND - 1.600 SQ. FT. +/- TOTAL - 5,600 SQ. FT. +I- MISCELLANEOUS NOTES: 1. NO CRITICAL AREAS ON SITE AS DEFINED BY UDC SEC. 30.62 (32.10 SCC) 22719311100 64300700500 (E) APPX. 100' AGL TREE CANOPY (P) 40'x 40' CHAIN LINK FENCED EQUIPMENT AREA W/ STEEL MONOPOLE AND BTS EQUIPMENT (E) APPX. 40' AGL TREE CANOPY (SEE SHT A -1.1 FOR DETAILS) 490'± /—(P) 50'x 50' LEASE AREA (P) 12" CONC DRIVEWAY CULVERT (P) 3" U/G PVC POWER CONDUIT @ 280' ± (SEE SHT A -4 FOR TRENCHING INFO) OVERALL SITE PLAN 22x34 SCALE: 1" = 100' 11x17 SCALE: 1" = 200' 100' 0 50' 100' 200' I (P) 12' WIDE GRAVEL ACCESS (E) MOBILE HOME 64300700501 (E) RESIDENTIAL BUILDING 64300600407 (E) APPROX. LOCATION OF QWEST TELCO PED 944 FOR TELCO SOURCE 21j4 os (E) APPROX. LOCATION OF PSE POWER POLE #1400 W/ (E) TRANSFORMER L3955X FOR POWER SOURCE. QWEST BAG TELCO O/H ON SAME POLE ■- ■ 0 1 e- 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 rnVVCV 1 imr%onivIAi nom; ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 L ISSUED FOR: L REVISION HISTORY: No. DATE: DESCRIP' PLANS PREPARED 15 : B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: J AB, AAL BJT AM r LICENSURE: ►11 &i,,I1 37041 J Iry -I EXI'IRf:S 08x'25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: SITE PLAN L n0AU/1Ue- U11RfinCQ■ A -1 A 2/11/2008 MINOR RE' 8/21/2007 MINOR RE' A 03/19/2007 ISSUED FC �j 02/27/2007 ISSUED DE PLANS PREPARED 15 : B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: J AB, AAL BJT AM r LICENSURE: ►11 &i,,I1 37041 J Iry -I EXI'IRf:S 08x'25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: SITE PLAN L n0AU/1Ue- U11RfinCQ■ A -1 NOTE: TOWER DESIGN TO ACCOMMODATE FUTURE COLLOCATION W/ OTHER CARRIERS (P) 10' RADIUS SETBACK FROM ALL IGNITION SOURCES (P) 3" U/G PVC POWER CONDUIT @ 280'± (P) GRAVEL \ ROUTED FROM SOURCE (TYP) ACCESS (SEE SHT A -4 FOR TRENCHING INFO) �o 44LENLARGED SITE PLAN 22x34 SCALE: 3/16" = 1' 11x17 SCALE: 3132"= 1' O- T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 rnVdGV I inrunivist I njim; ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: LL REVISION HISTORY: I No. DATE: DESCRIP' - PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV I LLE, WA 98270 206- 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: J AB, AAL BJT AM �] F LICENSURE: � wW y ll w FXP]RE 08/25109 LL" EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' 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. r DRAWING TITLE: ENLARGED SITE PLAN L nQAWINr_ Ul IRMRCQ• A -1.1 A2/11/2008 MINOR RE' MINOR RE' A8/21/2007 A03/19/2007 02/27/2007 ISSUED FC ISSUED DE �j - PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV I LLE, WA 98270 206- 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: J AB, AAL BJT AM �] F LICENSURE: � wW y ll w FXP]RE 08/25109 LL" EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' 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. r DRAWING TITLE: ENLARGED SITE PLAN L nQAWINr_ Ul IRMRCQ• A -1.1 (P) T- MOBILE ANTENNAS MOUNTED ON A TOPHAT MODEL ANDREW #TMBXX- 6516 -R2M (TYP OF 6; 2 PER SECTOR) (SEE RF SHTS FOR ANTENNA DETAILS) (P) 12' WIDE DOUBLE SWING GATE (E) APPX. 40' AGL TREE CANOPY BUFFER (P) SITE SIGNAGE —� (P) LANDSCAPING (E) 6' DOUG FIR (TYP) TOP OF POLE AND ANTENNAS 150' -0" AGL RAD CENTER 147' -9" AGL MV BOTTOM OF ANTENNAS _0� 145' -6" AGL (P) FUTURE CARRIER ANTENNAS k (P) FUTURE CARRIER ANTENNAS STRUCTURAL NOTE: STRUCTURAL DESIGN OF MONOPOLE BY OTHERS. MONOPOLE SHALL BE DESIGNED TO ACCOMMODATE FUTURE CARRIERS. 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, SHERWIN WILLIAMS JASPER #6216. A. -'--SEE GEOTECH REPORT AND FOUNDATION - DESIGN FOR DETAILS (BY OTHERS). LEASE AREA SOUTH ELEVATION SCALE: NTS (P) LANDSCAPING T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 vnv%mca.1 Inruniviw 1 Ivn: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: L REVISION HISTORY: No. DATE: DESCRIP' PLANS PREPARED By: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206- 851 -1106 —DRAWN BY: CHK. BY: - APPV. BY: AB, AAL BJT AM r LICENSURE: Aa,4 • A, 3701 ♦ 'SrONAL V `. 16 it jr rrrn If 's FAHRE:S 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: SITE ELEVATION L- n0AIu11►If': 1►11111ARCQ. A -2 { A 2111/2008 MINOR RE' 8/21/2007 MINOR RE' A03/19/2007 ISSUED FC A 02/27/2007 ISSUED DE PLANS PREPARED By: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206- 851 -1106 —DRAWN BY: CHK. BY: - APPV. BY: AB, AAL BJT AM r LICENSURE: Aa,4 • A, 3701 ♦ 'SrONAL V `. 16 it jr rrrn If 's FAHRE:S 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: SITE ELEVATION L- n0AIu11►If': 1►11111ARCQ. A -2 (P) PURCELL POWER CABINET 2' -6" PLINTH ANCHOR 1/2" X 4 -1/2" REDHEAD SLEEVE ANCHOR (TYP) (P) NOKIA ULTRASITE (P) PURCELL POWER CABINET BTS EQUIPMENT PLINTH DETAIL N.T.S. (P) NOKIA ULTRASITE CABINET 2' -6" (P) NOKIA ULTRASITE CABINET (r) ru 1 urcm ormuF- rvn NOKIA FLEXI CABINET "UMTS" EQUIPMENT CABINET ELEVATION N.T.S. 3" (F') rU 1 umt: Jrmur- rvn NOKIA FLEXI CABINET "UMTS" 2' -5" (P) NOKIA ULTRASITE CABINET EQUIPMENT WEIGHT (1) NOKIA ULTRASITE BTS: 740 LBS (1) NOKIA ULTRASITE BTS: 740 LBS (1) PURCELL CABINET: 2642 LBS (1) NOKIA FLEXI UNITS: 132 ■3 LBS TOTAL EQUIPMENT WEIGHT: 4254.3 LBS --- - - - - -7 1' (P) PURCELL POWER CABINET (P) NOKIA ULTRASITE CABINET (P) NOKIA ULTRASITE CABINET (p) FUTURE SPACE NOKIA FLEXI CABINET "UMTS" A4 2/11/2008 8/21/2007 MINOR RE MINOR RE A03/19/2007 SERVICE CLEARANCE PLAN N.T.S. REQUIRED MINIMUM SERVICE CLEARANCE 3" • Tom III • O em 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 _ rnijV G%r t ■nrvr■ %w 0 ILKENSON ROAD/RAILWAY I SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: L REVISION HISTORY: FNo. DATE: DESCRIP' PLANS PREPARED BY: B■ J■ THOMAS, P ■E■ 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206 - 851 -1106 L DRAWN BY: - CHIC. BY: = APPV. BY: J AB, AAL OJT AM LICENSURE: yr;, 1 jV 1 _..7 - 9� �� '+ i EXPIRES 08125/09 r- EQUIPMENT: L DRAWING INFORMATION: L DRAWING TITLE: L nl2AWI r. kl[iMRFR! AM3 A4 2/11/2008 8/21/2007 MINOR RE MINOR RE A03/19/2007 ISSUED Fi 02/27/2007 ISSUED D PLANS PREPARED BY: B■ J■ THOMAS, P ■E■ 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206 - 851 -1106 L DRAWN BY: - CHIC. BY: = APPV. BY: J AB, AAL OJT AM LICENSURE: yr;, 1 jV 1 _..7 - 9� �� '+ i EXPIRES 08125/09 r- EQUIPMENT: L DRAWING INFORMATION: L DRAWING TITLE: L nl2AWI r. kl[iMRFR! AM3 36" MIN 18" MIN. 4" -� 77 17' 1 �!' I FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING - j-- UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER WSDOT 9- 03.14(3) COMPACTED TO MIN OF 95% MAX. UNIT WT AS DETERMINED BY ASTM D1557 UTILITY WARNING TAPE DIRECT BURIED 3" PVC ELECTRICAL CONDUIT W /36" RADIUS SWEEPS PIPE ZONE BEDDING PER WSDOT 9- 03.12(3) COMPACTED TO MIN. 95% OF MAX UNIT WT AS DETERMINED BY ASTM D1557 ELECTRICAL SERVICE TRENCH N.T.S. 8" CONCRETE PAD FOR BTS EQUIPMENT 112" RADIUS (TYPICAL) —� 6" CONCRETE PAD FOR #4 @ 12" O.C. EACH OTHER EQUIPMENT 6" COMPACTED AGGREGATE TO 95% MAX UNIT WEIGHT PER ASTM D1557 UNDISTURBED NATIVE SOIL 3000 PSI CONCRETE NO SPECIAL INSPECTIONS REQUIRED CONCRETE PAD SECTION N.T.S. 4" MIN MAX PO . TO POLE 4" GRAVEL (7/8" CHIPPED NO FINES) OVER LANDSCAPE WEED BARRIER 18" MIN FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL 36" MIN COMPACTED BACKFILL PER WSDOT 9- 03.14(3) COMPACTED TO MIN OF 95% 4" MAX. UNIT WT AS DETERMINED BY ASTM D1557 4" — .. - UTILITY WARNING TAPE n DIRECT BURIED 4" PVC TELEPHONE CONDUIT (2) 6 PAIR DROP. PIPE ZONE BEDDING PER WSDOT 9- 03.12(3) COMPACTED TO MIN. 95% OF MAX UNIT WT AS DETERMINED BY ASTM D1557 TELCO SERVICE TRENCH N.T.S. 5 ICE BRIDGE DETAIL A-4 N.T.S. POST CAP (TYPICAL EACH POST) TOP MOUNT WG BRIDGE SUPPORT BRACKET 14 GA. GALV. GRIPSTRUT 24" WIDTH, 2" PLANK 14 GA. 3/8" ALLTHREAD COAX SUPPORT - LARGE COAX SUPPORT BLOCKS W /GAV. MOUNTING HARDWARE KITS ANDREW COAX GROUNDING KITS, INSTALLED BY CONTRACTOR. EACH CABLE TO BE GROUNDED INDIVIDUALLY GROUND BAR MOUNTED ON POST WITH (2) TIES TO GROUND RING 3 -1/2 "0 GALV. SCHED 40 POST CROWN FOOTING FOR DRAINAGE (TYP) 12 "0 x 36" DEEP CONCRETE FOOTING (TYP) 24" MIN r 6 1/2" MIN SHARED ELECTRICAL 3 AND TELCO TRENCH A-4 N.T.S. FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER WSDOT 9- 03.14(3) COMPACTED TO MIN UNIT WT AS DETERMINED BY ASTM D1557 UTILITY WARNING TAPE PIPE ZONE BEDDING PER WSDOT 9- 03.12(3) COMPACTED TO MIN. 95% OF MAX UNIT WT AS DETERMINED BY ASTM D1557 DIRECT BURIED 3" PVC ELECTRICAL CONDUIT W/ RIGID GALVANIZED STEEL RISERS 36" RADIUS SWEEPS DIRECT BURIED 4" PVC TELEPHONE CONDUIT (2) 6 PAIR DROP GAMMA -240° (Y NOTE: DIAGRAM REPRESF -NTS ANTENNA SECTORS ONLY AND MAY NOT ACCURATELY REPRESENT THE ACTUAL POSITIONING OF THE ANTENNAS MOUNTED TO THE POLE. ANTENNA COVERAGE SECTORS N.T.S. il ■ ■ ■ . e ■ 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 !%�A \CAT ■�m�Awmww�.■wa■ ■■�■�rv■ ■■fir Vf711's ■V1 \G ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: ` REVISION HISTORY: No. DATE: DESCRIPTION: CHK. APPV. BY: BYe 4" I MINOR RE\ MINOR RE% 6 1/2" MIN SHARED ELECTRICAL 3 AND TELCO TRENCH A-4 N.T.S. FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UNDISTURBED NATIVE SOIL COMPACTED BACKFILL PER WSDOT 9- 03.14(3) COMPACTED TO MIN UNIT WT AS DETERMINED BY ASTM D1557 UTILITY WARNING TAPE PIPE ZONE BEDDING PER WSDOT 9- 03.12(3) COMPACTED TO MIN. 95% OF MAX UNIT WT AS DETERMINED BY ASTM D1557 DIRECT BURIED 3" PVC ELECTRICAL CONDUIT W/ RIGID GALVANIZED STEEL RISERS 36" RADIUS SWEEPS DIRECT BURIED 4" PVC TELEPHONE CONDUIT (2) 6 PAIR DROP GAMMA -240° (Y NOTE: DIAGRAM REPRESF -NTS ANTENNA SECTORS ONLY AND MAY NOT ACCURATELY REPRESENT THE ACTUAL POSITIONING OF THE ANTENNAS MOUNTED TO THE POLE. ANTENNA COVERAGE SECTORS N.T.S. il ■ ■ ■ . e ■ 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 !%�A \CAT ■�m�Awmww�.■wa■ ■■�■�rv■ ■■fir Vf711's ■V1 \G ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: ` REVISION HISTORY: No. DATE: DESCRIPTION: CHK. APPV. BY: BYe :PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE2 WA 98270 206 - 851 -1106 �' DRAWN BY: = CHIC. BY: = APPV. BY: A% AAL OJT AM F LICENSURE: } } ►`1 g1 } ®� T rl -O 1[t • ��•r f� 37041 �♦ 1 Xl'1RES 08/25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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: GENERAL DETAILS Elmo Nam 0. A -4 2/11/2008 8/21/2007 MINOR RE\ MINOR RE% A03/19/2007 ISSUED FO ISSUED DE A02/27/2007 :PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE2 WA 98270 206 - 851 -1106 �' DRAWN BY: = CHIC. BY: = APPV. BY: A% AAL OJT AM F LICENSURE: } } ►`1 g1 } ®� T rl -O 1[t • ��•r f� 37041 �♦ 1 Xl'1RES 08/25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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: GENERAL DETAILS Elmo Nam 0. A -4 6' -0" MAX HEIGHT (TYP) I. ;. 6' MAX GRADE LEVEL TYP. 12 "0 X 24" DEEP CONCRETE FOOTING 3 STRANDS OF BARBED WIRE MOUNTED ON KNEE BRACE AS SPECIFIED; BRACE TO OUTSIDE PROVIDE TRUSSES OR TENSION RODS AS REQUIRED - I I STANDARD 3 "0 GALVANIZED STEEL PIPE WITH CAP (TYP) MILBANK 4- POSITION, 200A, 103W, 120/240 VAC METER BANK - PART #: U2864 -X 2" SCH. 40 PVC CONDUIT TO VOICESTREAM ELECTRICAL DISTRIBUTION PANEL (TYP) 3" SCH. 40 PVC CONDUIT FROM UTILITY SERVICE (TYP) TYP. 12 "0 X 24" DEEP CONCRETE FOOTING 1 -5/8" GAV. UNISTRUT- ATTACH AS REQUIRED W /GAV. U -BOLTS (7YP) I 4" SCH. 40 PVC (;ONDUIT FROM UTILITY S1 =RVICE (TYP) 2" SCH. 40 PVC CONDUIT TO VOICESTREAM BTS EQUIPMENT (TYP) FINISH GRADE 4 TELCO & POWER H -FRAME DETAIL N.T.S. — STANDARD 2 -1/2" 0 GALVANIZED STEEL PIPE SERVICE LIGHT WITH TIMER AND DUPLEX RECEPTACLE 1 -5/8" UNISTRUT- ATTACH AS REQUIRED TRANSFER SWITCH TELCO DEMARCATION POINT 2 " SCH. 40 PVC CONDUIT FROM POWER H -FRAME TELCO DEMARC BOX E LEC. PANEL 5' 200 AMP ELECTRICAL SERVICE PANEL PLASTIC UNISTRUT ENDCAPS TYPICAL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER VOICESTREAM H -FRAME N.T.S. 36" x 36" x 10" DEEP HOFFMAN NEMA -3R W/ VENT & PLYWOOD BACKBOARD 6' -0" MAX HEIGHT (TYP) 1.686. 662.4662 6' HIGH FENCING POST TYPE POST DIAMETER FOOTING SIZE NOTES LINE POST 1-7/8 "0 12) "0 x 18" 1. ALL POSTS ARE SCH. 40ASTM Fl Xi. CORNER POST 3 "� 12 "0 x 24" 2 ALLFENCINGTO BE ENGINEERED BY FENCING MANUFACTURER ANDAPPROVED BY THE PROJECT MANAGER. GATE POST 3 "0 12 "0 x 24" NOTE: CONTRACTOR TO FIELD ENGINEER CHAIN LINK COVER (ENCLOSURE) AND INSTALL AS REQUIRED. VERIFY WITH PROJECT MANAGER REQUIREMENTS OF ENCLOSURE. FENCE & GATE NOTES: 1) GATE FRAME: 1 -7/8" OD, TOP & BRACE RAIL- 1 -5/8" OD, SCHED 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) SECURITY WIRE: USE APPROVED SECURITY WIRE 5) GATE LATCH: SWINGING GATE LATCH 6) SLATS NO SLATS REQUIRED 4' MAX TRANSFER SWITCH TRANSFER SWITCH GUARDIAN GENERAC MODEL #: 04945 2" PVC TO POWER H -FRAME METERBASE x - - x- NOTE: FENCE SECTION SHOWN SHORTENED x - - -x x X x - - -x - x - -x (P) BLACK VINYL PRIVACY SLATS (TYP.) r3_ SITE FENCE DETAIL �-5N.T.S. 18" 18" NOTICE 4 SITE SIGNAGE DETAIL �-5N.T.S. TOP RAIL 1/4 "x3/4" STRETCHER BAR W/ MUSHROOM BANDS FENCE POST - SEE CHART BELOW (TYP) CHAIN -LINK FABRIC - FABRIC TO EXTEND TO GROUND FENCE POST FOOTING W/ 112" CROWN - SEE TABLE BELOW (TYP) TENSION WIRE AT BOTTOM OF CHAIN -LINK FABRIC • TEE mm 0 1 e- 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 SVV G\r � Il�rvn�r�ri � ■w��. ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 L ISSUED FOR: L REVISION HIS No. DATE: DESCRIP' NOTICE ��I��o:� ��1�� j 0�1�� 2/11/2008 8/21/2007 GENERAL IMFORMATION FOR WORKING 3 IN THE AREA OF ANTENNAS 03/19/2007 02/27/2007 ISSUED FC ISSUED DI In awdunaawIt Federsi CsmmunWIDne �wntedm Not . All personnel mitering this site must be authorized. On Padb Frequency €mlWwe a 47 MFR, 3ubWj b, Pars 22. ,` • Obey all posted signs. • Assume all antennas are active. • Maintain minimgm distance of 3 feet clearance from antennas. Call 1-888. 662 4662 for information or assistance. l 4 SITE SIGNAGE DETAIL �-5N.T.S. TOP RAIL 1/4 "x3/4" STRETCHER BAR W/ MUSHROOM BANDS FENCE POST - SEE CHART BELOW (TYP) CHAIN -LINK FABRIC - FABRIC TO EXTEND TO GROUND FENCE POST FOOTING W/ 112" CROWN - SEE TABLE BELOW (TYP) TENSION WIRE AT BOTTOM OF CHAIN -LINK FABRIC • TEE mm 0 1 e- 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 SVV G\r � Il�rvn�r�ri � ■w��. ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 L ISSUED FOR: L REVISION HIS No. DATE: DESCRIP' = PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILM WA 98270 206- 851 -1106 L DRAWN BY: CHK. BY:- APPV. BY: J AB, AAL BJT AM F LICENSURE: L i fl o 4# O'. **"-1- '0 1 XI"IRES 08 /25/09 WIPMENT: D WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. 4AWING 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 2AIANNUOk— UIIRRnCQ■ A -5 2/11/2008 8/21/2007 MINOR RE MINOR RE 3 03/19/2007 02/27/2007 ISSUED FC ISSUED DI = PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILM WA 98270 206- 851 -1106 L DRAWN BY: CHK. BY:- APPV. BY: J AB, AAL BJT AM F LICENSURE: L i fl o 4# O'. **"-1- '0 1 XI"IRES 08 /25/09 WIPMENT: D WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. 4AWING 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 2AIANNUOk— UIIRRnCQ■ A -5 CONTRACTOR TO VERIFY EXACT CONNECTION LOCATIONS WITH GENERATOR AT TIME OF INSTALLATION III � Imo„ i 343 THWN PLUS 148 GROUND IN 1 112" RIGID PVC CONDUIT — 2418 CONTROL WIRING IN 1 /2" RIGID PVC CONDUIT C/W PULLROPE —� FASTEN PLINTH TO CONCRETE EQUIPMENT PAD PER EQUIPMENT MANUFACTURER'S REQUIREMENTS z GENERATOR ELEVATION N.T.S. CENTER LINE OF BOLTS F j� SHIM GENERATOR J AS REQUIRED 5' -11 " 3' -2" T- MOBILE GENERATOR 2412 THWN PLUS 1412 GROUND IN 112" RIGID PVC CONDUIT (BLOCK HEATER) �+�r.. -•• vowwvo�+. ✓o�- .'VOA.+- ,/6�e�✓a�/B�.J o ° d T- MOBILE 100 GAL. LIQUID PROPANE FUEL TANK 343 THWN PLUS 148 GROUND IN 1 112" RIGID PVC CONDUIT 2418 CONTROL WIRING IN 112" RIGID PVC CONDUIT C/W PULLROPE T- MOBILE GENERATOR ° ° 4 v a 6' -8" GENERATOR ANCHOR LAYOUT 4 GENERATOR PAD LAYOUT N.T.S. A-6 N.T.S. A4 r CONCRETE PAD a v 3' d � d 4 d' a a � A a T- MOBILE 100 GAL. 3' LIQUID PROPANE a FUEL TANK a ' d � a � _ o a'd � 4 ° a A ° 112" DIA. JACKETED TYPE "K" SOFT COPPER GAS LINE FROM PROPANE TANK TO GENERATOR CONFIRM CONNECTIONS PROVIDED WITH FUEL TANK n i Co atra l �- GROUND LEVEL e CONCRETE PAD GENERATOR FUEL SYSTEM ELEVATION N.T.S. 4 A4 PROPANE TANK PAD LAYOUT N.T.S. T.O. GRANULAR "A" MATERIAL 2' BACK FILL - SEE NOTE 1' � 1'_4" WARNING TAPE BRICK SAND 6" MIN. 1 12" DIA. JACKETED TYPE "K" SOFT COPPER GAS LINE NOTE: NONVEHICULAR AREAS: BACKFILL WITH CLEAN NATIVE BACKFILL AND COMPACT TO 90% MAXIMUM DRY DENSITY. VEHICULAR AREAS: BACKFILL WITH GRANULAR 'A' AND COMPACT TO 95% MDD 6 TRENCH DETAIL A -6 N.T.S. • MTN m 0 1 em 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 r7vvGV ■ ��rV�'1�r�/�i � �VIr: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: L REVISION HISTORY: No. DATE: DESCRIPTION: CHK. APPV. BY: BY: :PLANS PREPARED BV B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSV I LLE, WA 98270 206 - 851 -1106 L DRAWN BY: = CHK. BY: = APPV. AB, AAL BJT AM r LICENSURE: ,.firs 4s E.XPiRFS 08/25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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: GENERATOR AND PROPANE TANK DETAILS m�1�clf �...-- ..�..�.w ■.v■.■rr.l■ A -6 2/11/2008 A 8/21/2007 MINOR RE\ MINOR RE\ 03/19/2007 ISSUED FO 02/27/2007 ISSUED DE :PLANS PREPARED BV B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSV I LLE, WA 98270 206 - 851 -1106 L DRAWN BY: = CHK. BY: = APPV. AB, AAL BJT AM r LICENSURE: ,.firs 4s E.XPiRFS 08/25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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: GENERATOR AND PROPANE TANK DETAILS m�1�clf �...-- ..�..�.w ■.v■.■rr.l■ A -6 0 1 10h, WIRELESS STRUCTURES CONSULTING, PC April 25, 2005 Tom Palmer Andrew Corporation 154 Knotter Drive Chesire, CT 06410 Subject: MC- RM1030 -3 Universal Ring Mount with MT- 196 -14 Low Profile Platform Dear Mr. Palmer, Per your request, we have performed a structural analysis for the above referenced ring mount and platform for the following conditions: Design Standards: TIA/EIA 222 Rev F, South Florida Building Code, ASCE 7 -98, and 2003 IBC Design Wind: 160 mph 3- second Gust (Exp D per SFBC, ASCE 7 -98) @ 200' AGL 140 mph BWS (Per TIA/EIA 222 Rev F) @ 200' AGL Design Loading: (12) — 5' x 1' Panel Antennas (4 antennas per sector, 3 sectors total). Materials: Pipes: ASTM A53 Gr. B (FY :a 35 ksi) Tubes: ASTM A500 Gr. B (Fy >_ 46 ksi) Plates: ASTM A36 (Fy >_ 36 ksi) Threaded Rods: ASTM A193 Gr. B (FY; >_ 105 ksi) Welds: E70XX Electrodes per AWS D1.1 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 TTA/EIA- 222 -F, of one platform with twelve antennas, is 61.6 square feet with no ice, and 68.7 square feet with 1/2" radial ice. If you have any questions or comments relating to the above information, please contact me directly at (5 03) 587 -0101. Sincerely, Adrian McJunkin, PE President 2735 Gilbert St. S • Salem, OR 97302 - 503.587.0101 - mobile 503.871.7335 • fax 503 www.wscengineering.com SPEC SHEET �-7N.T.S. y�j� 4" GALV Y I WFIrHT I R'EVI NOTES: 1. ALL METRIC DIMENSIONS ARE IN BRACKETS. 2. STAMP PART IDENTIFICATION NUMBER. 3, WELDING WORKMANSHIP PER AWS D1.1, TABLE 6.1. UNIVERSAL RING MOUNT DETAIL N.T.S. ORLAND PARK, IL. 60462 us.A. SPECIFICATION SHEET MT- 196 -14 02004 Low - Profile Co- Location Platform, 14'-6" Face 1013 SS A EFFECTIVE PROJECTED AREA per TIAIEIA -222 -F ,4W 0l 1 MC-RM1030-3 MT- 196 -14 - NTS 10730 RING MOUNT :L DRdEN IONS ARE I INCHES )LEMNCES UNLESS III THERWISE SPECIFIED: 08.30 -04 -„ -i A36 ASSEMBLY DRAWING x . •06 ANGLES 2' .xx — .D3 FRACTIONS 1/32 .xxx. .010 Ai GALV, A723 J REMOVE BURRS AND iREAI( fOGES ,005 F 4,.11J1 =1 D °j DO NOT SCALE THIS PRINT �190:3Y A I I UNIVERSAL RING MOUNT DETAIL N.T.S. ORLAND PARK, IL. 60462 us.A. SPECIFICATION SHEET MT- 196 -14 02004 Low - Profile Co- Location Platform, 14'-6" Face 1013 SS A EFFECTIVE PROJECTED AREA per TIAIEIA -222 -F Product Part # EPA no ice, s . feet radial ice, sq. feet MT- 196 -14 _J_EPA'112" 10.2 13.1 Design Standard: AISC ASID 9th Edition, . TIAIEIA -222 -F Man Rating: (2) -250 pound vertical man load at 15mph (BWS) Design Loading: (12) - 4'X 1' Panel antennas (4 antennas per sector) Design Wind: Notes: 1) Wind rating for all mounts is: 120 MPH (BWS) perTlA(EIA 222 Rev. F; 1996; 140 mph 3- second gust, Exp.'D', per'FBC, ASCE 7 -98 @ 150'AGL. 2) Effective Projected Area (EPA) used in the analysis of the mounts was CAAA = 5.60 square feet per antenna, in accordance with TIAIEIA 222 Rev. F. Frame Materials: Angles: Pipes: Plates: U- Bolts: ASTM A36 (Fy = 36 ksi) ASTM A53, Gr. B (Fy = 35 ksi) ASTM A36 (Fy = 36 ksi) ASTM A36 (Fy = 36 ksi) Weight: 1116 lbs. (without antenna I Company HeadquV%m 99209.7591234 tel :667.2569 toll free a N Who ly Owned Subgi Ii ry of MIS. H . nkiirlgs, LLC 203.759.1210 fax wwwmtscomponents.com + IS09oo2/Q59000 sales�mtscomponents.com )ipe mounts) Asla-PaMc International a65. 6899.9282 W 203.759.7234 tel +6s.6566-7913 fax 203.756.7116 fax salesOmtscomponents.comsg intemationalfmtscomponerds.tom LOW- PROFILE CO- LOCATION PLATFORM DETAIL N.T.S. T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 r ISSUED FOR: L REVISION FIISTORY IN N No. DATE: DESCI IP' F PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSV 1 LLE, WA 98270 206- 851 -1106 L DRAWN BY: CHK. BY: = APPV. BY: J AB, AAL BJT AM �] r LICENSURE: i� ILA ®�1 3041 s;S,eoN�t t '0- �` it rr,��, rI �► F,XP[RES 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ANTENNA MOUNTING DETAILS L n0AUU1iiurr uN IRAIMCQ• A07 A2/11/2008 MINOR RE' A8/21/2007 MINOR RE A 03/19/2007 ISSUED FC Ai 02/27/2007 ISSUED DI PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSV 1 LLE, WA 98270 206- 851 -1106 L DRAWN BY: CHK. BY: = APPV. BY: J AB, AAL BJT AM �] r LICENSURE: i� ILA ®�1 3041 s;S,eoN�t t '0- �` it rr,��, rI �► F,XP[RES 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ANTENNA MOUNTING DETAILS L n0AUU1iiurr uN IRAIMCQ• A07 1.3 " -4.5" (33 mm -114 mm) Carefully remove contents of shipping boxes. Unpack and verify the contents. Refer to the list below. You need all parts to assemble, install, and operate the antenna. For style B only For stye B orly Attach bottom mount assembly to bottom mounting plate attached to the antenna as shown. Finger tighten. Q Apply grease to threads i Quantity Item Number (see illustrations, above) Andrew Part Number Description A2/11/2008 8/21/2007 f 2 601257 Angle arm T 2 601256 Mounting clamp 2 601235 -1 Bracket i Styr A Style B 2 601235 -2 Bracket 1 ( 601258 Label, angle Type N: 4 600679 -3 Spacer tube= i 17-2.3 N•m 14 C 100525 -24 M8 flat washer (stainless steel) (15 -20 Ibf -in) 2 Q 600419 =8 M8 x 1.25 x 25 mm large carriage bolt (stainless steel) 7 -16 DIN: 6 204043 -6 M8 lock washer (stainless steel) 25 -30 N�m 4 � 1600419 -10 M8 X 1.25 X 110 mm large hex head screw stainless steel g_ ( ) ' (220 -265 Ibf -in) 6 Q 204001 -15 M8 x 1.25 hex nut (stainless steel) 2 Q 225244 Clamp plate 8 Q 600419-24 Large lock washer (stainless steel) ' 8 G 204001 -21 M12 x 1.75 hex nut (stainless steel) 4 600419 -12 M12 x 1.75 x 150 mm large carriage bolt (stainless steel) 1 601584 Molybdenum disulfide, grease ANTENNA DETAIL A -8 N.T.S. Attach top mount assembly to top mounting plate attached to the antenna as shown. Finger tighten. ANTENNA ASSEMBLY - STEP 2 N.T.S. 2 PARTS LIST A -8 N.T.S. Attach antenna assembly to pole. Finger tighten. :7 Antenna pivot hole to pivot hole dimension. Varies by antenna e nuts before attaching to pCle Antenna pivot hole to pivot,hole dimension. Varies by antenna ANTENNA ASSEMBLY - STEP 3 N.T.S. 00A'ONDREWS - Andrew Corporation Telephone 708- 349 -3300 Customer Service, 24 hours: U.S.A. • Canada • Mexico: 9 -800- 255 -1479 10500 West 953rd Street FAX (U.S.A.). 9- 800 -349 -5444 U.K.: 0800 250055 Printed in U.S.A. 05/02 Orland Park, IL U.S.A. 60462 Internet: http:IAvww.ancfrew.com Other Europe: +44 9592 782612 Copyright o 2002 by Andrew Corporation 6 ANTENNA ASSEMBLY - STEP 1 N.T.S. Attach the label that matches: the pivot hole to pivot hole length of the antenna to either side of arm. Use the pointer to set the downtilt angle. Tighten all hardware. Abel here ANTENNA ASSEMBLY - STEP 4 N.T.S. Notice The installation, maintenance, or removal of an antenna requires qualified, experienced personnel. Andrew installation instructions are written for such installation personnel. Antenna systems should be inspected once a year by qualified; personnel to verify proper installation, maintenance, and condition of equipment. Andrew disclaims any liability or responsibility for the results of improper or unsafe installation or maintenance practices. T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 rr1VNC\r ii iryr%oniv1A I IVIr: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 r ISSUED FOR: L- REVISION HISTORY: I No. DATE: DESCRIP' PLANS PREPARED Blr: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHK. BY: = APPV. BY: J -7 AB, AAL BJT AM r LICENSURE: ►� �rtlo� -r.�'� WASJJ �� ► 7' ar �7t)4I �► IV rr�r rl +r FMIRFS 08/25/09 L- EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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. r DRAWING TITLE: ANTENNA ASSEMBLY DETAILS L n0A1M1Urr U1IRRnCQ■ A -8 A2/11/2008 8/21/2007 MINOR RE` MINOR RE) 03/19/2007 02/27/2007 ISSUED FC ISSUED DE PLANS PREPARED Blr: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHK. BY: = APPV. BY: J -7 AB, AAL BJT AM r LICENSURE: ►� �rtlo� -r.�'� WASJJ �� ► 7' ar �7t)4I �► IV rr�r rl +r FMIRFS 08/25/09 L- EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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. r DRAWING TITLE: ANTENNA ASSEMBLY DETAILS L n0A1M1Urr U1IRRnCQ■ A -8 0 SITE BENCHMARK M REBAR & CAP MARKED "DCI I CONTROL" ELEV.= 341.5' 1 w I w aD GRASS 1 I TOP OF TREE EL. = 411.0' TOP OF TREE �N EL.= 428.6' f \ TREES DF14 \ M DF16 GRAPHIC SCALE 1 / 79.1 20 0 10 20 40 80 (IN FEET) / I incl, 20 ft. \ ` AP12 TOP OF TREE \ EL.= 411.8' 1 TOP OF TREE EL. = 410.9' DF25 83.8' PROPERTY LINE 1 ` GRASS /� TREES N BRUSH M O TREES \ AND GRASS W U � v W V \ ` DS22 gVFR qG \ LATITUDE LONGITUDE 61.7 yT, gR F� I POSITION \ E E / PROPOSED MONOPOLE ' LOCATION DS16 l ` 0 58.7 DS08 DS16 � \ \ DS16 84.6 ` \ PROPOSED \ \ 00 J 50' X 50' `�"DS12 LEASE AREA DS 2 DS14 POSTS D6S 30 \ \ `✓✓ DS12 \ \ 0 64.2 oll 1 DS18 DF18 68.3 \ � 79.8' \ DS16 \ ., P118 DS14 ;DS16 \ TREE LINE co � TYP. TOP OF TREE DS24 \ EL -403 7' LEGAL DESCRIPTION \ '"' 62.0 \ TREES DS18 1 72.90 \� TAX LOT 6430 -07- 00600, PER ORDER NO. NCS- 278569 -WA3, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED FEBRUARY 2, 2007: THE SOUTHWESTERLY 10 FEET OF LOT 5 AND ALL OF LOT 6 IN BLOCK 7 OF MCKENNA IRRIGATED TRACTS, AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43, IN THURSTON COUNTY, WASHINGTON. TAX LOT 6430 -07- 00500, PER ORDER NO. NCS- 272765 -WA3, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED DECEMBER 28, 2006: THE SOUTHWESTERLY 245.18 FEET OF LOT 5 IN BLOCK 7 OF MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43, IN THURSTON COUNTY, WASHINGTON. EXCEPT THE SOUTHWESTERLY 10 FEET. CORRESPONDS WITH ITEM NUMBER IN EASEMENTS Z# 'SCHEDULE B' OF TITLE REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. ANO SUPPORTING DOCUMENTS WERE INCLUDED IN TITLE REPORTS. NOTES 1) FIELD WORK CONDUCTED IN FEBRUARY AND AUGUST 2007. 2) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD83). 3) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND /OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. GRASS UTILITY POLE WITH POWER METER MOBILE HOME 18 GRAPHIC SCALE 200 0 100 200 400 19 FOUND IRON PIPE ( IN FEET ) 1 inch = 200 ft. NORTHERN j PACIFIC RAILWAY 40' NORTHERN PACIFIC RD NW Y TAX LOT # 6430 -07 -00500 LATITUDE /LONGITUDE / POSITION PROPOSED MONOPOLE LOCATION 3 TAX LOT # PROPOSED 6430 -07 -00600 LEA E AREA S88'40'52 "E 1309.60' N RAILWAY i RD SE \ TOP OF TREE EL.= 396.3' c irr� UTILITY POLE WITH N TRANSFORMER � r� SITE DETAIL SITE LOCATION rB nvjf +glp, - -- - oawo" y` e 4 aBNcrr raAAr 5 — - CL4uum BNOBOYI98 ..' J _ �- 191LIN - -� - SMKANZ ,Brr.,PSON —�'� ,� �BOUOLra i I LINCOLN OR� QR4xT AAAla Warne! Ls,aa 7PJMNILIN 1 � c?* � 1 1 rmYe I oorLar i BINrON YALE/ ( XLFcRrer A GENERAL SITE LOCATION w 0 z � z o z 0 Y Z �OF�G o QP w 510 SITE RAILWAY RD SE �C? 1S 507 507 �9L F VICINITY MAP NOT TO SCALE - LEGEND DECIDUOUS TREE AL =ALDER SUBJECT BOUNDARY LINE MP =MAPLE — — RIGHT -OF -WAY CENTERLINE — MA= MADRONA RIGHT -OF -WAY LINE OK =OAK TYPE ADJACENT BOUNDARY LINE EVERGREEN TREE ❑P OVERHEAD POWER LINE DF= DOUGLAS FIR UP BURIED POWER LINE DF18 G BURIED GAS LINE EVG= EVERGREEN ❑T OVERHEAD TELEPHONE LINE NOTE: UT BURIED TELEPHONE LINE TREE SYMBOLS w BURIED WATER LINE WERE APPROXIMATED AT 3.5' TO 4' ss BURIED SANITARY SEWER ONLY AND OTHER sn BURIED STORM DRAIN SITE INFORMATION — — DITCH LINE /FLOW LINE ROCK RETAINING WALL - . . . . . . . . • • - VEGETATION LINE — z CHAIN LINK FENCE WOOD FENCE U BARBED WIRE /WIRE FENCE a W TRANSFORMER -9- FIRE HYDRANT �( LIGHT STANDARD N GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX jQ FIRE STAND PIPE -o- UTILITY POLE ❑ TYPE I CATCH BASIN C POLE GUY WIRE ® TYPE II CATCH BASIN 10 GAS VALVE M SIGN 0 GAS METER 0 BOLLARD OT TELEPHONE VAULT o MAIL BOX 0 TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AM SL) ELEVATIONS REFERENCED TO THE NAVD 88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL). 3) ALL HEIGHTS REPRESENTED ARE ACCURATE TO f 3 FEET OR f 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND a_ DECIDUOUS TREE AL =ALDER MP =MAPLE Q DS= DECIDUOUS AL1� 2 -- -TRUNK DIAMETER (IN) MA= MADRONA m OK =OAK TYPE CH= CHERRY EVERGREEN TREE CE =CEDAR >" DF= DOUGLAS FIR rr HE= HEMLOCK DF18 P1 =PINE 195.2 EVG= EVERGREEN HEIGHT AGL IF MEASURED Z °C NOTE: Lf) TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. °- SITE INFORMATION TAX LOT NUMBER 64300700600 SITE ADDRESS 16220 RAILWAY ROAD SE YELM, WA 98597 SITE CONTACT GORDON HAMPTON PHONE NUMBER 360- 458 -4999 ZONING N/A TOTAL LOT AREA 629,465±S.F.(14.5t ACRES) PROJECT AREA 1600 S.F. LATITUDE /LONGITUDE POSITION COORDINATE DATA AT PROPOSED MONOPOLE LOCATION: NAD 83 NAVD 88 LAT - 46'56'45.47" N ELEV.= 342.0 FEET LONG - 122'35'49.00" W BENCHMARK IS PUGET NAVD 8e REFERENCE STATION NETWORK ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 2C STANDARDS. SURVEY REFERENCE CITY OF YELM SHORT PLAT NO. SS -00- 8255 -YL, RECORDS OF THURSTON COUNTY, WASHINGTON, BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. CAUTION! UNDERGROUND UTILITIES N THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1- 800 - 424 -5555 DUNCANSON Company, Inc. 145 SW 115111 Street, Suite 102 Seattle, Wa ch ingt on 98166 Phone 206.244.4141 Fax 206.244.44 12 IL ox 4 ■ 00 C) y 0 FLD. CREW: CD /JE FLD. BOOK: 167/01 DRAWN BY: KJW /MAC JOB #: 01808.197 DATE: 2/26/07 Cl 1 OF 1 M Q U � m Ww Q >" rr = � Y 00 cf) Z °C O Lf) - Cl) 0 z °- W �- z vi U w a W W Z J Of Q V V� o_ FFz ~ °w Z n 0 a O U \ LLj Cl) w a_ > o Ld V 1 � w \_ 0 W ° a w I__ �� Q rn _� 00 r7 � N z FLD. CREW: CD /JE FLD. BOOK: 167/01 DRAWN BY: KJW /MAC JOB #: 01808.197 DATE: 2/26/07 Cl 1 OF 1 M Q Q Ww p >" rr = Z 00 cf) Z °C O Lf) - Cl) Z z °- W �- W vi U W FLD. CREW: CD /JE FLD. BOOK: 167/01 DRAWN BY: KJW /MAC JOB #: 01808.197 DATE: 2/26/07 Cl 1 OF 1 (P) (12) 5/8" COAX ROUTED FROM BTS / EQUIPMENT TO ANTENNAS 112" PVC CONDUIT GENERATOR TO TELCO BOX FOR MONITORING ELECTRICAL NOTES (SEE SHT. A -1 FOR ROUTING) 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ANY LOCAL, CITY OR COUNTY CODES THAT MAY APPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NEC). SEE SHEET E -2 FOR GROUNDING PLAN AND DETAILS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING, FILING, INSPECTING, AND TESTING AS REQUIRED BY THE PERMITTING AUTHORITY AND VOICESTREAM WIRELESS. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT (PVC), SCHEDULE 40, TYPE 1, CONFORM TO UL ARTICLE 651, AND MANUFACTURED BY WESTERN PLASTICS OR CARLON. ALL BENDS SHALL BE 30" MINIMUM RADIUS. 5. CONTRACTOR SHALL CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES PRIOR TO ANY EXCAVATION OF THE SITE. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 6. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 7. CONTRACTOR SHALL PROVIDE AND INSTALL (1) 2" PVC CONDUIT WITH PULL ROPE FROM THE TELCO SERVICE PROVIDER DEMARCATION POINT TO THE TELCO DEMARCATION POINT WITHIN THE PROPOSED SITE AREA. 8. CONTRACTOR SHALL PROVIDE AND INSTALL (1) 3" PVC CONDUIT FROM ELECTRICAL SERVICE PROVIDER DEMARCATION POINT TO METER BASE OR SERVICE PANEL (WHERE APPLICABLE) WITHIN THE PROPOSED SITE AREA. 9. CONDUIT USED INDOORS SHALL BE EMT. CONDUIT USED OUTDOORS SHALL BE RMC. ALL COUPLINGS SHALL BE RIGID STEEL, COMPRESSION TYPE FOR EMT. SET SCREW FITTINGS ARE NOT PERMITTED FOR ANY APPLICATION. RMC SHALL BE USED FOR ALL STUB UPS. 10. WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION. CABLE SPLICES ARE NOT PERMITTED. 11. ALL JUNCTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE (OR APPROVED EQUAL), DESIGNATING ALL CIRCUIT NUMBERS CONTAINED WITHIN EACH BOX. 12. THE DISTRIBUTION PANEL SHALL HAVE A TYPED LEGEND SECURED INSIDE THE ACCESS DOOR IDENTIFING THE LOADS OF ALL CIRCUIT BREAKERS. 13. CONTRACTOR TO INSTALL CONDUIT SEALING COMPOUND, BLACKBURN DX DUCT SEAL OR EQUAL, FOR ALL CONDUITS AFTER WIRING IS PULLED AND TERMINATED. + i i + / + + / + 1 _I r r l 1 UTILITY SERVICE H -FRAME AND EQUIPMENT -� (SEE SHT. A -5, DETAIL 2) / + \ 3" PVC W/ (3) # 3/0 THWN CU TO POWER \ \ + SERVICE POINT (TYP) T \ / (SEE SHT. A -1 FOR ROUTING) T / \N, T -o / X \ k 1 - 4" PVC TO TELCO SERVICE POINT (TYP) (SEE SHT. A -1 FOR ROUTING) X A 3" PVC TO POWER SERVICE POINT (TYP) (SEE SHT. A -1 FOR ROUTING) ELECTRICAL SITE PLAN 22x34 SCALE: 1/2" = 1' 11x17 SCALE: 1/4" = 1' GENERATOR TO BE GENERAC MODEL# SG015A1615LP18DYYY C/W CRITICAL EXHAUST SILENCER, 75 A.H. 12V 26F BATTERY, 2A TRICKLE BATTERY CHARGER, BLOCK HEATER, 100A MAIN LINE CIRCUIT BREAKER, UNIT VIBRATION ISOLATORS AND NEMA 3R LOCKABLE ENCLOSURE. TRANSFER SWITCH TO BE GUARDIAN (GENERAC) MODEL# 04635. 1i -� 44 NOKIA FLEXI A � j �� 03/19/2007 UMTS �j 02/27/2007 ISSUED DE a I f � NOKIA ULTRASITE NOKIA ULTRASITE PURCELL 1" PVC CONDUIT W/ (3) #6 THWN & (1) #8 GROUND TO BTS ( / 1" PVC FOR TELCO BTS / / Q \ A / \ A Q � A Q 1/2" PVC CONDUIT GENERATOR TO TELCO BOX FOR MONITORING 112" PVC CONDUIT GENERATOR TO TELCO BOX FOR MONITORING ELECTRICAL NOTES (SEE SHT. A -1 FOR ROUTING) 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ANY LOCAL, CITY OR COUNTY CODES THAT MAY APPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NEC). SEE SHEET E -2 FOR GROUNDING PLAN AND DETAILS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING, FILING, INSPECTING, AND TESTING AS REQUIRED BY THE PERMITTING AUTHORITY AND VOICESTREAM WIRELESS. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT (PVC), SCHEDULE 40, TYPE 1, CONFORM TO UL ARTICLE 651, AND MANUFACTURED BY WESTERN PLASTICS OR CARLON. ALL BENDS SHALL BE 30" MINIMUM RADIUS. 5. CONTRACTOR SHALL CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES PRIOR TO ANY EXCAVATION OF THE SITE. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 6. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 7. CONTRACTOR SHALL PROVIDE AND INSTALL (1) 2" PVC CONDUIT WITH PULL ROPE FROM THE TELCO SERVICE PROVIDER DEMARCATION POINT TO THE TELCO DEMARCATION POINT WITHIN THE PROPOSED SITE AREA. 8. CONTRACTOR SHALL PROVIDE AND INSTALL (1) 3" PVC CONDUIT FROM ELECTRICAL SERVICE PROVIDER DEMARCATION POINT TO METER BASE OR SERVICE PANEL (WHERE APPLICABLE) WITHIN THE PROPOSED SITE AREA. 9. CONDUIT USED INDOORS SHALL BE EMT. CONDUIT USED OUTDOORS SHALL BE RMC. ALL COUPLINGS SHALL BE RIGID STEEL, COMPRESSION TYPE FOR EMT. SET SCREW FITTINGS ARE NOT PERMITTED FOR ANY APPLICATION. RMC SHALL BE USED FOR ALL STUB UPS. 10. WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION. CABLE SPLICES ARE NOT PERMITTED. 11. ALL JUNCTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE (OR APPROVED EQUAL), DESIGNATING ALL CIRCUIT NUMBERS CONTAINED WITHIN EACH BOX. 12. THE DISTRIBUTION PANEL SHALL HAVE A TYPED LEGEND SECURED INSIDE THE ACCESS DOOR IDENTIFING THE LOADS OF ALL CIRCUIT BREAKERS. 13. CONTRACTOR TO INSTALL CONDUIT SEALING COMPOUND, BLACKBURN DX DUCT SEAL OR EQUAL, FOR ALL CONDUITS AFTER WIRING IS PULLED AND TERMINATED. + i i + / + + / + 1 _I r r l 1 UTILITY SERVICE H -FRAME AND EQUIPMENT -� (SEE SHT. A -5, DETAIL 2) / + \ 3" PVC W/ (3) # 3/0 THWN CU TO POWER \ \ + SERVICE POINT (TYP) T \ / (SEE SHT. A -1 FOR ROUTING) T / \N, T -o / X \ k 1 - 4" PVC TO TELCO SERVICE POINT (TYP) (SEE SHT. A -1 FOR ROUTING) X A 3" PVC TO POWER SERVICE POINT (TYP) (SEE SHT. A -1 FOR ROUTING) ELECTRICAL SITE PLAN 22x34 SCALE: 1/2" = 1' 11x17 SCALE: 1/4" = 1' GENERATOR TO BE GENERAC MODEL# SG015A1615LP18DYYY C/W CRITICAL EXHAUST SILENCER, 75 A.H. 12V 26F BATTERY, 2A TRICKLE BATTERY CHARGER, BLOCK HEATER, 100A MAIN LINE CIRCUIT BREAKER, UNIT VIBRATION ISOLATORS AND NEMA 3R LOCKABLE ENCLOSURE. TRANSFER SWITCH TO BE GUARDIAN (GENERAC) MODEL# 04635. 3" PVC U/G FROM UTILITY COMPANY MILLBANK No.U2864 -X METERING BANK I METER 20012 BASE GROUND PER NEC - (3) #310 THWN IN 2" CONDUIT TRANSFER SWITCH GUARDIAN GENERAC MODEL No. 04945 / (3) #3 THWN IN GROUND 14" CONDUIT PER NEC `[II11Pa GENERATOR GROUND PER NEC (3) #3/0 THWN IN 2" CONDUIT SERVICE PANEL "PP1" 200 AMP W /MAIN BREAKER 12 CIR. NEMA I3 -R ENCLOSURE 120/240V, 10, 3W II 200/2 20/1 60/2 30/2 20/1 SPACE GROUND GFC PER NEC HEAOTER PPC TVSS RECI QT SERIES COMMERCIAL POWER GENERAC MODEL# QT020 ELECTRICAL ONE LINE DIAGRAM SCALE: NONE PANEL SCHEDULE CIRCUIT CIRCUIT DESCRIPTION A 3 DESCRIPTION 60 20 PPC _oT 1 2 X20 RECEPTACLE _�J•� 3 4 BLOCK TVSS 5 6 0 HEATER 0- 9 3 r� —0 0- -0 i 4 0— 15 6 —0 0- -0 17 ft 0— ChA UC1 111ftn4 11 0m SCALE: NONE PROPERTY OF T- MOBILE AUTOMATIC TRANSFER SWITCH MOUNT ON AUTOMATIC TRANSFER SWITCH PROPERTY OF T- MOBILE 100A PANEL 120/240V, 10, 3W MOUNT ON PANELBOARD PROPERTY OF T- MOBILE 20kW GENERATOR MOUNT ON GENERATOR PROPERTY OF T- MOBILE 100 GALLON LIQUID PROPANE FUEL TANK MOUNT ON FUEL TANK ELECTRICAL PANEL "PP1" (2) #12 & (1) #12 GND IN 314" PVC TO GENERATOR BLOCK HEATER (2) #12 & (1) #12 GND IN 1/2" EMT TO DUPLEX GFI RECPTACLE (5) #10 IN 314" EMT TO TVSS (3) #6 & (1) #8 GND IN 1" PVC TO PPC ELECTRICAL 2 BLOCK DIAGRAM E 1 SCALE: NONE T- MOBILE SE05198D 3 MOUNT ON BTS EQUIPMENT 4.. _ T- MOBILE MOUNT ON METER BASE NOTES 1. ALL NAMEPLATES SHALL BE CONSTRUCTED OF BLACK FACE, WHITE CORE PHENOLIC PLASTIC OR OTHER APPROVED MATERIAL. 2. DIMENSIONS OF NAMEPLATES SHALL BE 8" WIDE x 1 -112" HIGH x 1/8" THICK, LJNLESS NOTED OTHERWISE ON THIS DRAWING. 3. SECURE NAMEPLATES TO DESIGNATED EQUIPMENT WITH APPROVED ADHESIVE, FOLLOWING MANUFACTURERS GUIDLINES. SITE EQUIPMENT NAMEPLATE SCHEDULE SCALE: NONE • 111 0 m 0 1 em 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 rnVVGV I IlrrVniwu4i IV19: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: 1 L REVISION HISTORY: 1 No. DATE: DESCRIP' 44 2/11/2008 8/21/2007 A 03/19/2007 ISSUED FC �j 02/27/2007 ISSUED DE a A 3" PVC U/G FROM UTILITY COMPANY MILLBANK No.U2864 -X METERING BANK I METER 20012 BASE GROUND PER NEC - (3) #310 THWN IN 2" CONDUIT TRANSFER SWITCH GUARDIAN GENERAC MODEL No. 04945 / (3) #3 THWN IN GROUND 14" CONDUIT PER NEC `[II11Pa GENERATOR GROUND PER NEC (3) #3/0 THWN IN 2" CONDUIT SERVICE PANEL "PP1" 200 AMP W /MAIN BREAKER 12 CIR. NEMA I3 -R ENCLOSURE 120/240V, 10, 3W II 200/2 20/1 60/2 30/2 20/1 SPACE GROUND GFC PER NEC HEAOTER PPC TVSS RECI QT SERIES COMMERCIAL POWER GENERAC MODEL# QT020 ELECTRICAL ONE LINE DIAGRAM SCALE: NONE PANEL SCHEDULE CIRCUIT CIRCUIT DESCRIPTION A 3 DESCRIPTION 60 20 PPC _oT 1 2 X20 RECEPTACLE _�J•� 3 4 BLOCK TVSS 5 6 0 HEATER 0- 9 3 r� —0 0- -0 i 4 0— 15 6 —0 0- -0 17 ft 0— ChA UC1 111ftn4 11 0m SCALE: NONE PROPERTY OF T- MOBILE AUTOMATIC TRANSFER SWITCH MOUNT ON AUTOMATIC TRANSFER SWITCH PROPERTY OF T- MOBILE 100A PANEL 120/240V, 10, 3W MOUNT ON PANELBOARD PROPERTY OF T- MOBILE 20kW GENERATOR MOUNT ON GENERATOR PROPERTY OF T- MOBILE 100 GALLON LIQUID PROPANE FUEL TANK MOUNT ON FUEL TANK ELECTRICAL PANEL "PP1" (2) #12 & (1) #12 GND IN 314" PVC TO GENERATOR BLOCK HEATER (2) #12 & (1) #12 GND IN 1/2" EMT TO DUPLEX GFI RECPTACLE (5) #10 IN 314" EMT TO TVSS (3) #6 & (1) #8 GND IN 1" PVC TO PPC ELECTRICAL 2 BLOCK DIAGRAM E 1 SCALE: NONE T- MOBILE SE05198D 3 MOUNT ON BTS EQUIPMENT 4.. _ T- MOBILE MOUNT ON METER BASE NOTES 1. ALL NAMEPLATES SHALL BE CONSTRUCTED OF BLACK FACE, WHITE CORE PHENOLIC PLASTIC OR OTHER APPROVED MATERIAL. 2. DIMENSIONS OF NAMEPLATES SHALL BE 8" WIDE x 1 -112" HIGH x 1/8" THICK, LJNLESS NOTED OTHERWISE ON THIS DRAWING. 3. SECURE NAMEPLATES TO DESIGNATED EQUIPMENT WITH APPROVED ADHESIVE, FOLLOWING MANUFACTURERS GUIDLINES. SITE EQUIPMENT NAMEPLATE SCHEDULE SCALE: NONE • 111 0 m 0 1 em 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 rnVVGV I IlrrVniwu4i IV19: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: 1 L REVISION HISTORY: 1 No. DATE: DESCRIP' =PLANS PREPARED B1 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206- 851 -1106 L DRAWN BY: CHIC. BY:- APPV. BY: J AB, AAL BJT AM r LICENSURE: a811 IV f 10 4174 ♦� SS ZONAL *11110 " -1 11APIRES 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ELECTRICAL SITE PLAN L- n0A1kU1Ur-k u1IRAMEn. E -1 44 2/11/2008 8/21/2007 MINOR REN MINOR RED 03/19/2007 ISSUED FC �j 02/27/2007 ISSUED DE =PLANS PREPARED B1 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206- 851 -1106 L DRAWN BY: CHIC. BY:- APPV. BY: J AB, AAL BJT AM r LICENSURE: a811 IV f 10 4174 ♦� SS ZONAL *11110 " -1 11APIRES 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ELECTRICAL SITE PLAN L- n0A1kU1Ur-k u1IRAMEn. E -1 BOND (4) CORNER FENCE POST TO SITE GROUND RING (SEE SHT. E -3, DETAIL 2) + #2 SOLID BARE TINNED COPPER WIRE SEE GROUNDING NOTE 5 // ~ (TYP ALL GROUND BARS) BOND MGB TO GROUND RING (2) LOCATIONS \ MGB #2 ON ICE BRIDGE \� / NEAR BTS EQUIPMENT \ BOND ICE BRIDGE SUPPORT POLES TO GROUND RING (TYP) / \ MGB AT BOTTOM OF POLE + BELOW CABLE ENTRANCE PORT MGB / \ +\ I \ \ \ (3) GROUND RODS AROUND MONOPOLE \ AGB GROUND ROD (TYP) +\ BOND MONOPOLE TO GROUND RING MECHANICAL CONNECTION (TYP) \ (SEE GROUNDING NOTE 7) \\ y \ (SEE GROUNDING NOTES 4 AND 6) BOND A(;g TO MGB -\ \ AGB AT TOP OF POLE DIRECTLY +\ BELOW ANTENNA ARRAY \ <1 +\ BOND BTS EQUIPMENT TO MGB \\ #2 GREEN STRANDED THWN (TYP) (SEE SHT. E -4, DETAIL 5) \+ �QO oC'�O P� I \ \\ BOND GENERATOR TO GROUND RING +\ / \ \ foacl \ \ � +\ / �QO OCa Q / +\ +\ / \ X �� x BOND GATE POST TO GROUND RING 8 + BOND GATE POST TO GATE (GROUND CONNECTIONS PER SHT. E -3, DETAIL 2) (TYP) TYPICAL CADWELD BOND (SEE GROUNDING NOTE 4) (SEE SHT. E -4 FOR ADDITIONAL INFORMATION) GROUND INSPECTION WELL (SEE SHT. E -4, DETAIL 4) MK SITE GROUNDING PLAN 22x34 SCALE: 1/4" = 1' 11X17 SCALE: 1/8" = 1' GROUNDING NOTES 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC). 2. MINIMUM BENDING RADIUS FOR A GROUNDING CONDUCTOR IS 8 ". 3. NO SPLICES SHALL BE PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS ARE TO BE CLEAN AND FREE OF PAINT AND DEBRIS AT THEIR BONDING SU13FACES, AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF- THE GROUND BAR ARE PERMITTED. 6. ALL MECHANICAL CONNECTORS SHALL BE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY A MINIMUM OF 611 . 8. MAXIMUM RESI:3TANCE (TO EARTH) OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 OHMS. REFER TO GROUNDING NOTE 12 FOR TESTING REQUIREMENTS. 9. TO PREVENT ESTABLISHING A "CHOKE" POINT, GROUND WIRES SHALL NOT BE ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING SHALL BE BURIED 30" BELOW FINISHED GRADE. 12. A CERTIFIED CONTRACTOR SHALL ADMINISTER ALL REQUIRED TESTS FOR DETERMINING THE OPERATIONAL QUALITY OF THE GROUNDING SYSTEM. THE GROUNDING SYSTEM SHALL BE TESTED USING A MEGGER OR APPROVED EQUIVALENT TESTING INSTRUMENT. THREE TESTS SHALL BE ISSUED FOR DETERMINING THE RESISTANCE OF THE= GROUNDING SYSTEM: 1 TEST AT 100 FEET, 1 TEST AT 70 FEET, AND 1 TEST AT 35 FEET. THESE TEST LOCATIONS ARE GENERIC DISTANCES, ARE SUBJECT TO CHANGE, AND SHOULD BE VERIFIED ON A SITE BY SITE BASIS. VOICESTREAM WIRELESS SHALL BE GIVEN 24 HOURS NOTICE PRIOR TO THE TESTING OF THE GROUNDING SYSTEM. THE COST ASSOCIATED WITH GROUND TESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 13. ALL CONDUCTORS BONDING EQUIPMENT TO THE GROUND RING SHALL BE #2 SOLID BARE TINNED COPPER WIRE, UNLESS NOTED OTHERWISE. SYMBOL LEGEND MGB 7T MASTER GROUND BAR 1/4 "x4 "x24" COPPER AGB ACCESSORY GROUND BAR 1/4 "x4 "x12" OR 1/4 "x4 "x20" COPPER EXPOSED WIRING BOND PROPANE TANK — — — — — UNDERGROUND WIRING TO GROUND RING ■ CADWELD • MECHANICAL CONNECTION . 5/8 "x8' COPPER CLAD STEEL GROUND ROD INSPECTION PORT GROUND T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 r ISSUED FOR: L REVISION HISTORY: No. DATE: DESCRIP' PLANS PREPARED Blr: B. J■ THOMAS, P ■E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 ` DRAWN BY: I CHK. BY: = APPV. BY: -7 AB, AAL BJT AM r- LICENSURE: $WAA444 ♦�� 'C � l O 1Lt . f1 S L� WA5 f7 f�,T le .17041 o IONAL, 0" It Ir®- % ♦ 'A FxplRES 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: L n0AUUlUdft_ Sul IRMnCO. EE2 2/11/2008 MINOR RE` 8/21/2007 MINOR RE' �! 03119/2007 ISSUED FC 1 02/27/2007 ISSUED DE PLANS PREPARED Blr: B. J■ THOMAS, P ■E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 ` DRAWN BY: I CHK. BY: = APPV. BY: -7 AB, AAL BJT AM r- LICENSURE: $WAA444 ♦�� 'C � l O 1Lt . f1 S L� WA5 f7 f�,T le .17041 o IONAL, 0" It Ir®- % ♦ 'A FxplRES 08/25/09 r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: L n0AUUlUdft_ Sul IRMnCO. EE2 DUAL -POLE #2 THW G ANTENNP AGB MOU MONOPOL BELOW At #2 THW GF WITH ANTI MGB M MONO[ =NNA JUMPER CABLE, SHEETS RF -1 AND FOR DETAILS ) LNA TO ANTENNA MOUNT W / #2 _N THW QUIPMENT - SEE SHEET RF -2 ADDITIONAL INFORMATION JND AND WEATHER )FING KITS, INSTALL IW ANTENNAS, (TYP.) JND TAIL, (TYP.) COAXIAL CABLE, SEE SHEETS RF -1 AND RF -2 FOR DETAILS (TYP) —, GROUND AND WEATHERPROOFING KITS, LOCATED NEAR EQUIPMENT, (TYP.) #2 THW GREEN (TYP) EQUIPMENT JUMPER CABLE, SEE SHEETS RF -1 AND RF -2 FOR DETAILS � i i= MOUNT MGB ON ICE BRIDGE NEAR BTS EQUIPMENT SITE GROUNDING RING #2 SOLID BARE TINNED COPPER WIRE ANTENNA GROUNDING RISER N.T.S. 100 00 00000 0 - -I FENCE POST CADWELD BOND ALL BTS EQUIPMENT TO MGB - #2 THW GREEN (TYP) i BOND MGB TO GROUND RING - #2 SOLID BARE TINNED COPPER (TYP ALL MGB'S) #2 SOLID BARE TINNED COPPER `—CONCRETE FOOTING — BOND CABINET GRD. BAR TO GROUND RING - #2 SOLID BARE TINNED COPPER GATE POST, TYP. FLEXIBLE COPPER BRAID BUI "B" WITH SLEEVES ON DESIGNED FOR CADWELD. CADWELD, TYP. FENCE GROUNDING DETAILS N.T.S. l- =D 7 VVIVVI \L I L I VV I IIV�.:7 T••Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 rnw%pc%. i inrvesmw i nvn: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 -ISSUED FOR: REVISION HISTORY: No. DATE: DESCRIP' PLANS PREPARED 13Y: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206- 851 -1106 -DRAWN BY: CHK. BY: = APPV. BY: AB, AAL BJT AM - LICENSURE: 07.4 i1 (:I _S EXPIIZF.s 08/25/09 L_ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ELECTRICAL DETAILS L n0A%Ulur± uNIRfiQCn. E -3 A' 2/11/2008 MINOR RE) 8/21/2007 MINOR RED A03/19/2007 ISSUED FC 1 02/27/2007 ISSUED DE PLANS PREPARED 13Y: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206- 851 -1106 -DRAWN BY: CHK. BY: = APPV. BY: AB, AAL BJT AM - LICENSURE: 07.4 i1 (:I _S EXPIIZF.s 08/25/09 L_ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W /ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ELECTRICAL DETAILS L n0A%Ulur± uNIRfiQCn. E -3 r VIII L TYPE GT TYPE GY TYPE GR TYPE GL TYPICAL CADWELD CONNECTIONS N.T.S. OMAIN CONDUCTOR, COPPER CABLE O5/8 "x8' COPPER CLAD STEEL GROUND ROD OCADWELD TYPE "TA" ® CADWELD TYPE "GT" GROUND ROD CONNECTION N.T.S. COVER TOP OF GRADE T z a � o C) co 0 O w U- Ir 0 HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE —� COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR. METAL FRAME WITH SOLID LID ENGRAVED W/ "GROUND" ON LID OF COVER W /1 "O LIFT HOLE AT CENTER OF COVER GROUND WELL, 12" 0 x 24" LONG CONC. PIPE WITH COVER (SEE ABOVE) #2 BARE TINNED COPPER LOOPED IN TEST WELL. 5/8" GROUND F30D GROUND INSPECTION WELL N.T.S. / HARGER GROUNDING BAR #GB114412G OR EQUAL - C� ANTENNA MOUNT GROUND COAX CABLE GROUNDING KITS r - = CADWELD A #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB MGB AT BTS EQUIPMENT & BOTTOM OF POLE 3/8" S.S. HEXNU 3/8" S.S STAR WASHER (TYP.) #2 INc 2 GROUND BAR DETAILS E -4 N.T.S. 3 OR FLAT SURFACE WIREWAY ,NTI- OXIDIZING ND S.S HEXBOLT DCKWASHER (TYP.) 'S.S FLAT (TYP.) -WO HOLE COMPRESSION CRIMP UG ( #2) DETAIL IS TYP. OF TWO JUTS & BOLTS NOTES 1. TYP. ALL GROUND WIRES FOR ELECT. AND OTHER EQUIPMENT. 2. THE ENTIRE LUG AND AREA TO BE SPRAYED WITH CLEAR LAQUER OR COLD GALVINIZING SPRAY 3. GROUND LEADS TO BE CADWELDED TO GROUND RING. at IN #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE AGB TOP OF POLE TYPICAL CABINET GROUNDING DETAIL N.T.S. • ■ ■ ■ ■ e ■ 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 _ rnwamw I Inrunmw I Ivn: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 L ISSUED FOR: rREVISION HISTORY: No. DATE: DESCRIP' PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSV I LLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: - APPV. BY: J AB, AAL BJT AM F LICENSURE: 37041 �# SSIONNL. V"_'44 f-Al -TRI-s 08,1125/0 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ELECTRICAL GROUNDING DETAILS L nQAWIUft I►1lIM112CQ■ Imo: 2/11/2008 MINOR RE' 8/21/2007 MINOR RE' 03/19/2007 ISSUED FC 02/27/2007 ISSUED DE PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSV I LLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: - APPV. BY: J AB, AAL BJT AM F LICENSURE: 37041 �# SSIONNL. V"_'44 f-Al -TRI-s 08,1125/0 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r DRAWING TITLE: ELECTRICAL GROUNDING DETAILS L nQAWIUft I►1lIM112CQ■ Imo: SITE LOADING CHART ANTENNA SECTOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT RADIATION CENTER CABLE LENGTH COAXIAL CABLE NUMBER OF COAX RUNS A -1 ALPHA 15 in A6 1.35 in 0 4 Ibs A4 - (1) TYPE "N" STANDARD MOUNTING HARDWARE BSMNTI 4" RAD ELECTRICAL SPECIFICATIONS: FLEX JUMPER RUNS TMBXX- 6516 -R2M FREQUENCY GAIN VERTICAL B.W. VSWR POWER HANDLING 825 -896, 1850 -1990 MHz UNITY 75° < 2.1 A -3 ALPHA B3 - 3 GREEN BANDS B6 - 6 GREEN & GREY BANDS BETA SECTOR B4 - 4 GREEN BANDS 20" RAD ANDREW 35' TBD 147' -9" 150' t ANDREW 1 -5/8" DIA. 6 A -4 ALPHA YELLOW BAND G5 TMBXX- 6516 -R2M G3 - 3 YELLOW BANDS G6 - 6 YELLOW & GREY BANDS GAMMA SECTOR G4 - 4 A -2 ALPHA G2 - 2 YELLOW BANDS B -1 BETA TMBXX- 6516 -R2M B -3 BETA ANDREW 120' TBD 147' -9" 150' f ANDREW 1 -5/8" DIA. 6 B -4 BETA TMBXX- 6516 -R2M B -2 BETA G -1 GAMMA TMBXX- 6516 -R2M G -3 GAMMA ANDREW 240' TBD 147' -9" 150' t ANDREW 1 -5/8" DIA. 6 G -4 GAMMA TMBXX- 6516 -R2M G -2 GAMMA GPS - 58532A SYMMETRICOM - - TBD 12' -0" ANDREW 1/2" DIA. 1 911 -0" ANDREW 1/2" DIA. 1 Tx & Rx FREQUENCIES FOR SEATTLE MARKET: Tx: 1965 - 1975 Mhz, 1980 - 1985 Mhz Rx: 1885 - 1895 Mhz, 1900 - 1905 Mhz 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. We r_[erelfnreli • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OFJUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.) 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. C051"1r-:rTnvc rrVD% BUTYLTAPE -' -- TRICAL TAPE (1 LAYER) (ALSO KNOWN AS MASTIC, TAFFY TAPE) 1" 1" J - J 7L —F- STEP 1 STEP 2 TYPE "N" CONNECTOR IN BASE OF ANTENNA STANDARD MOUNTING HARDWAf r 1' -3" 1 3/8" 911 ANTENNA DATA LENGTH OF CABLE RUN MECHANICAL SPECIFICATIONS: ANTENNA DESIGNATION - COLOR CODING PART # HEIGHT RED BAND DIAMETER WEIGHT CONNECTORS BSDB18U8 15 in A6 1.35 in 0 4 Ibs A4 - (1) TYPE "N" STANDARD MOUNTING HARDWARE BSMNTI 4" RAD ELECTRICAL SPECIFICATIONS: FLEX JUMPER RUNS A2 - FREQUENCY GAIN VERTICAL B.W. VSWR POWER HANDLING 825 -896, 1850 -1990 MHz UNITY 75° < 2.1 250 WATTS ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). IV COAT WITH 3M SCOTCHKOTE SPRAY SEALER rj Ir- -,t L : STEP 3 STEP 4 I I COAXIAL CABLE WEATHERPROOFING f SCALE: NTS 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 LENGTH OF CABLE RUN DIAMETER OF CABLES ANTENNA DESIGNATION - COLOR CODING Al - 1 RED BAND A5 - 5 RED & GREY BANDS SUPERFLEX JUMPER A3 - 3 RED BANDS A6 - 6 RED & GREY BANDS ALPHA SECTOR A4 - 4 RED BANDS 4" RAD ULTRASITES FLEX JUMPER RUNS A2 - 2 RED BANDS 0" THROUGH 100' -0" 7/8" 0 10" RAID B1 - 1 GREEN BAND B5 - 5 GREEN & GREY BANDS 151' -0" AND GREATER B3 - 3 GREEN BANDS B6 - 6 GREEN & GREY BANDS BETA SECTOR B4 - 4 GREEN BANDS 20" RAD B2 - 2 GREEN BANDS G1 - 1 YELLOW BAND G5 - 5 YELLOW & GREY BANDS G3 - 3 YELLOW BANDS G6 - 6 YELLOW & GREY BANDS GAMMA SECTOR 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. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 -AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & D15TRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. TYPE OF EQUIPMENT LENGTH OF CABLE RUN DIAMETER OF CABLES MIN BENDING RADIUS 3' -0 ", 6' -0 ", & 10' -0" A4 2/11/2008 D MINOR RED SUPERFLEX JUMPER V2" 0 1 -1" RAID ULTRASITES RUNS ISSUED FC CITYTALK/ T -0 ", 6' -0 ", & 10' -0" 1/2" 0 4" RAD ULTRASITES FLEX JUMPER RUNS ULTRASITES 0" THROUGH 100' -0" 7/8" 0 10" RAID ULTRASITES W/ LNA 101' -0" THROUGH 150' -0" 7/8" 0 10" RAID ULTRASITES 151' -0" AND GREATER 1 -5/8" 0 20" RAID CITYTALK 0" THROUGH 130' -0" 7/8" 0 10" RAID CITYTALK 131' -0" AND GREATER 1 -5/8" 0 20" RAD 2.. FIGURE 1 FIGURE 3 0 r FIGURE 5 COAXIAL CABLE SPECIFICATIONS SCALE: NTS GROUNDING CLAMP PUTTY TAPE ADJUSTABLE BAND CLAMP GROUNDING CLAMP FIGURE 2 FIGURE 4 FIGURE 6 COAXIAL CABLE GROUNDING SCALE: NTS SLOT FOR ADJUSTABLE BAND CLAMP 1/4" 20 HARDWARE GROUNDING STRAP ASSEMBLY #6 GROUND LEAD ELECTRICAL TAPE OVER MASTIC TAPE #6 GROUND LEAD TWO HOLE COMPRESSION CRIMP LUG ( #6) TO GROUND BAR T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 r!S odCu 1 InrVi' wisa 1 IVlr: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: 1 L REVISION HISTORY: FNo. DATE: DESCRIP' :PLANS PREPARED 131: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: - APPV. AB, AAL BJT AM F LICENSURE: ♦� ®AA11 ♦ U' � �� WAS f 1 S' 4!r ' �10 d' I� 37041` 1 h f'j Iu' S 08/25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND, L 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. r DRAWING TITLE: RF DETAILS �- n0A1U1ud± u11Rfin n. RF -1 A4 2/11/2008 D MINOR RED i 8/2112007 MINOR RED A03/19/2007 ISSUED FC 02/27/2007 ISSUED DE :PLANS PREPARED 131: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: - APPV. AB, AAL BJT AM F LICENSURE: ♦� ®AA11 ♦ U' � �� WAS f 1 S' 4!r ' �10 d' I� 37041` 1 h f'j Iu' S 08/25/09 EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND, L 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. r DRAWING TITLE: RF DETAILS �- n0A1U1ud± u11Rfin n. RF -1 LEGEND: 3' FLEX JUMPER CABLE 6" FLEX JUMPER CABLE 1 -5/8" COAXIAL CABLE - 150' GSM 1 -5/8" COAXIAL CABLE - 150' r - A -3 3 _ ____________ IN F IN F UMTS I� =- SECTOR A 1 -5/8" COAXIAL L Sze �- ------ - - - - -- - A -4 GSM-1900 ------- - - - - -- CABLE - 150' ------ - - - - -- E-S - 4 ------- - - - - -- INF 1 -5/8" COAXIAL CABLE - 150' A -2 IN F IN (F FLEXI RRU A -1 1 -5/8" COAXIAL A -3 CABLE - 150 GSM UMTS A -4 1 -5/8" COAXIAL CABLE - 150' UMTS A -2 , 1 -5/8" COAXIAL CABLE - 150' ............................................... B -1 GSM 1 -5/8" COAXIAL 3 _ ____________ B -3 IN F UMTS l SECTOR B -Q.W 1 -5/8" COAXIAL �� _-- _- _- _- _- _- _- -_ - - -_ - B -4 GSM ■1900 4 _ ____________ IN F IN F - -- ------ - - - -__ 1 -5/8" COAXIAL CABLE - 150' B -2 FLEXI RRU SECTOR C GSM -1900 FLEXI RRU EQUIPMENT CABINETS B -1 1 -5/8" COAXIAL B -3 CABLE - 150' UMTS GSM B -4 1 -5/8" COAXIAL CABLE - 150' IN F IN F UMTS B -2 1 -5/8" COAXIAL CABLE - 150' C -1 GSM 1 -5/8" CABLE 1 -5/8" COAXIAL LENGTH 1 -5/8" CABLE CABLE - 150' E15S08P74 3 _ ____________ IN F 5" (127mm) IN F UMTS 11 �I CONNECTORS 1 -5/8" COAXIAL �� - 4-�- DUAL BAND TMA, AWS ELECTRICAL SPECIFICATIONS: ------ - - - - -- POWER HANDLING ---- RIGHT -HAND CIRCULAR ------ _____- 1710 -1755 MHz 1 -5/8" COAXIAL 2 CABLE IN F - 150' �Ki /r I 1 -5/8" CABLE COAXIAL - 150' PART# LENGTH 1 -5/8" CABLE COAXIAL - 150' IN COAXIAL CABLE DIAGRAM N.T.S. GSM UMTS DUAL BAND TMA (TYP OF 6) C -3 fiam C -4 C -2 C -1 C -3 UMTS C -4 C -2 ANDREW TMBXX- 6516 -R2M ANDREW TMBXX- 6516 -R2M ANDREW TMBXX- 6516 -R2M SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDUF�E DESCRIBES THE TEST AND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS: 1. TEST EQUIPMENT SHOULD CONSIST OF A SWEEP OSCILLATOR SET TO RUN BETWEEN 1800 AND 2000 MHz, DIRECTIONAL COUPLER WITH ATLEAST 35 dB DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTION OF BETTER THAN 0.2 dB. 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 WITH THE SHORT (0 dB RETURN LOSS VSWR = INFINITY.) 3. INFORM THE OPERATIONS STAFF AT THE SWITCH THAT SWEEP TESTS ARE TO BEGIN AT THIS SITE SO THAT THEY CAN DISABLE TRANSMISSION TO AVOID POTENTIAL TRX DAMAGE WITH THE ANTENNA PORT OPEN. (IF APPLICABLE) 4. COMPOSITE RETURN LOSS: DISCONNECT THE BOTTOM JUMPER AT THE BTS AND CONNECT IT TO THE MAIN PORT OF THE BRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS, FEEDERS, AND ANTENNA SHOULD BE < -18dB (VSWR > 1.5:1) BETWEEN 1800 AND 2000 MHz. 5. FEEDER RETURN LOSS: TURN OFF THE SWEEP GENERATOR, DISCONNECT THE TOP JUMPER AT THE ANTENNA AND CONNECT A DUMMY LOAD TO THE END OF THE TOP JUMPER WITH A DIN - N ADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM JUMPER. THE RETURN LOSS SHOULD NOT EXCEED -18 dB (VSWR > 1.3:1) BETWEEN 1800 AND 2000 MHz. 6. FEEDER INSERTION L05S: REPLACE THE LOAD WITH A SHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM AND MINIMUM RETURN I -OSS BETWEEN 1800 AND 2000. ADD THIS TOGETHER AND DIVIDE BY 4 TO GIVE THE AVERAGE 1 WAY INSERTION LOSS WHICH SHOULD BE < 3 dB. 7. IF THE CONDITIONS IN 4, 5, AND 6 ARE MET THEN THE TESTIS COMPLETE. IF 4 IS BAD BUT 5 AND 6 ARE OKAY THEN FREPLACE THE ANTENNA AND RETEST. IF 5 AND 6 ARE BAD THEN MEASURE RL OF MAIN FfzEDER ONLY. IF RETURN LOSS IMPROVES TO -20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2 dB THEN REPLACE OR RETERMINATE THE BOTTOM AND TOP JUMPER. OTHERWISE REPLACE THE MAIN FEEDER RUN. NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING OF ANY FAULTY HARDWARE. 8. ALL TEST RESULTS SHOULD BE CLEARLY MARKED WITH SITE, FEEDER NUMBER, DATE, AND MEASURED TIME. 0 O ❑ ° 7.7" 0 5 ❑ ❑ O — 9 3.5 — 14" DUAL BAND TMA DATA MECHANICAL SPECIFICATIONS: PART# LENGTH WIDTH DEPTH WEIGHT E15S08P74 9" (228mm) 7.7" (196mm) 5" (127mm) .5 kg (11 lb) CONNECTORS MOUNTING CONNECTOR PART NAME TYPE "RF" 7 -16 DIN FEMALE DUAL BAND TMA, AWS ELECTRICAL SPECIFICATIONS: FREQUENCY POWER HANDLING GAIN RIGHT -HAND CIRCULAR POWER HANDLING 1710 -1755 MHz 250 WATTS CW 12 ±1 10 -24 Vdc 1' -0 718" 7 3/4" (MC (ANTENNA) . TYPE "N" CONNECTOR IN BASE OF ANTENNA 41911.v GPS ANTENNA DATA MECHANICAL SPECIFICATIONS: PART # LENGTH DIAMETER WEIGHT WEIGHT 58532A 6.42" (163mm) 3.54" 0 (90mm) 15 oz (427 g) 34.61bs CONNECTORS MOUNTING HARDWARE OPTION AUB MAST TYPE "N" ELECTRICAL SPECIFICATIONS: FREQUENCY POLARIZATION GAIN I VSWR POWER HANDLING 1565.42- 1585.42 MHz RIGHT -HAND CIRCULAR > 30 dBi 12.5 250 WATTS CW ANDREW ANTENNA DATA MECHANICAL SPECIFICATIONS: PART# HEIGHT WIDTH DEPTH WEIGHT TMBXX- 6516 -R2M 51 11.9 6.3 34.61bs CONNECTORS STANDARD MOUNTING HARDWARE INCLUDED 7 -16 DIN, FEMALE (4) ELECTRICAL SPECIFICATIONS: FREQUENCY POLAFIZATION GAIN VSWR POWER HANDLING 1710 -2155 45° ± 17.5 t 0.8 1.35:1 / 16.5 250 WATTS • ■ ■ ■ . 1 e ■ 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 iVYGV i imr%j iwu4 i iVry: WILKENSON ROAD /RAILWAY' SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 :ISSUED FOR: L— REVISION HISTORY: I 1 No. DATE: DESCRIP' :PLANS PREPARED W I B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY:- APPV. BY:'� AB, AAL BJT AM F LICENSURE: 'O"W AAA41 w sfr s' i 4 to 37041 F� FxP1ku:s 08/25/09 UIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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. L- DRAWING TITLE: L_ RF DETAILS Au lUe- ullRAQeQ" RF -2 i A 2/11/2008 MINOR RE` 8/21/2007 MINOR RED A03/19/2007 ISSUED FC �j 02/27/2007 ISSUED DE :PLANS PREPARED W I B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY:- APPV. BY:'� AB, AAL BJT AM F LICENSURE: 'O"W AAA41 w sfr s' i 4 to 37041 F� FxP1ku:s 08/25/09 UIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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. L- DRAWING TITLE: L_ RF DETAILS Au lUe- ullRAQeQ" RF -2 + + \ Ile, \ el loll / \ \ PROPOSED DOUGLAS FIR \ LEGEND SYMBOL QTY. NAME SIZE COMMENTS A2/11/2008 EMERALD GREEN MINOR RE' MINOR RE' A03/19/2007 54 ARBORVITAE MIN. 4' HT. SPACED EVENLY (Thuha occidentalis) DOUGLAS FIR h - 14 (Pseudotsuga menziesii MIN. 6' HT. 6' MIN SPACING var. menziesii) TBD SALAL (GAULTHEPIA SHALLON) 1 GAL' 36" O.C. TRIANGULAR SPACING NOTES / / / (P) 50'x 50' LEASE AREA 1 LANDSCAPE PLAN 4kL L -1 22x34 SCALE: 1/8" = 1' 11x17 SCALE: 1/16" = 1' • ■ ■ ■ . 1 e ■ 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 ` PROJECT INFORMATION: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 r ISSUED FOR: L REVISION HISTORY: No. DATE: DESCRIP' PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV I LLE, WA 98270 206- 851 -1106 ` DRAWN BY: CHK. BY: = APPV. BY: AB, AAL BJT AM F LICENSURE: r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r. DRAWING TITLE: LANDSCAPE PLAN L n0AIN11del Ul IRARCQ■ -...•.fw..mM ■m1I.f.Yr.l■ A2/11/2008 8/21/2007 MINOR RE' MINOR RE' A03/19/2007 02/27/2007 ISSUED FC ISSUED DE A PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV I LLE, WA 98270 206- 851 -1106 ` DRAWN BY: CHK. BY: = APPV. BY: AB, AAL BJT AM F LICENSURE: r EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' AGL STEEL MONOPOLE WITH BTS EQUIPMENT IN A FENCED COMPOUND. L 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. r. DRAWING TITLE: LANDSCAPE PLAN L n0AIN11del Ul IRARCQ■ -...•.fw..mM ■m1I.f.Yr.l■ UNDERGROUND CONDITIONS 1. BE FAMILIAR WITH UTILITY, MECHANICAL, AND ELECTRICAL PLANS SO THAT DIGGING OPERATIONS DO NOT DAMAGE LINES WARRANTY 1. WARRANTALL 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. TREE PLANTING /STAKING DETAIL NOT TO SCALE 2 PLANTING DETAIL L-2 NOT TO SCALE OPEN BURLAP AROUND TRUNK - FOLD BACK PLANT QUALITY AND UNDER • STAKING & GUYING REQ'D ON 8/21/2007 MINOR RE' MINOR RE' 1. PLANTS SHALL BE FRESH, WELL FOLIAGED, IN PRIME CONDITION WHEN IN LEAF, AND SPACING PER ISSUED FC ISSUED DE TREES T& TALLER: (3) 2 "x2" WOOD PLANT AT SAME LEVEL AS EXHIBITING NORMAL HABIT OF GROWTH. ALL LEADERS AND BUDS INTACT, FREE PLAN TOP OF ROOTBALL AT TREE STAKES, INSTALL VERTICAL & GROWN IN NURSERY OR ■ NOTES: TRUNK - LEVEL WITH SURROUNDING SOIL PLUMB SECURE TREE TRUNK TO STAKES WITH 12 GAUGE STEEL GUY rc*� c SLIGHTLY HIGHER T ONE GALLON PLANT ,� a CONTAMINANTS. ,,+ TYP. WIRE C/W HOSE CHAFFING 2. PLANTS ARE TO BE NURSERY GROWN. �- C,, ° `�- C,, WATER BASIN 18" GUARDS AND FLAGS `^' 3 HOLD MULCH BACK FROM 3. PLANTS TO BE ACCLIMATED TO THE PROJECT SITE ENVIRONMENTAL CONDITIONS. NO FINISH GRADE � NON-IRRIGATED MIN FOLIAGE 2O ° 1O ° TOPSOIL NOTES w e FINISH GRADE COLD STORAGE PLANTS. STAKING & GUYING REQ'D ON TREES 1. OVEREXCAVATE SUBGRADE AS REQUIRED TO PROVIDE FOR 6" COMPACTED DEPTH IMPORTED 4. BALL AND BURLAPPED (B &B) STOCK IS REQUIRED TO HAVE A ROOT STRUCTURE , >: 2" MULCH 2" MULCH --% �y•� s c+; Y: .4' �; a 7�,3�i+,t``'e �'•'wT .,. ., Gifs •. r y'��,t�. .. • ,t�y,.: ''F�• 18 5'& TALLER: (3) BVC LODGEPOLE S�f1"��."L•° . . ~ ~ ° •il "'A �C SUFFICIENT TO INSURE SURVIVAL AND HEALTHY GROWTH. MIN STAKES S CORP. - TOPSOIL AND 2" COMPACTED DEPTH MULCH. SCARIFY OR ROTOTILL SUBGRADE TO A MIN, ,' 5. , ;Yi .^•.:;� : ° +✓' ° r , BED � THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND. ROTOTILL SUBGRADE ih a „ !� ,' ;, �,,��'� SHOVEL CUT SIDES OF PIT AA {453 - 836 4643) 643) I NSTALL VERTICAL 4 4" DEPTH. REMOVE DEBRIS & STONE LARGER THAN 3/4" IN ANY DIMENSION REMAINING B &B: REMOVE ALL STRINGS, SUBGRADE SECURE TREE TRUNK TO STAKES ON THE SURFACE AFTER TILLING. SYNTHETIC WRAP& TWINE, PLANT TO AVOIDSETTLING 1. FORMULA 4 -2 -2 "TRANSPLANTER" AS MANUFACTURED BY PACIFIC AGRO CO., WITH CHAINLOCK #2 BY LISTER 2. PLACE IMPORTED SANDY LOAM TOPSOIL IN TWO LIFTS: (1) PLACE MIN 4" DEPTH PLANTING HOLE TO BE 3X FOLD NATURAL BURLAP UNDER OR REMOVE. REMOVE WIRE PREPARED LARGEFI THAN DIA. OF ROOTBALL B &B: REMOVE ALL STRINGS, TOPSOIL AND ROTOTILL TO A DEPTH OF 8 INCHES TO INCORPORATE PLANTING BED BASKET 2. AGRIFORM TABLETS. 21 -GRAM SIZE, AS MANUFACTURED BY AGRIFORM INTERNATIONAL SYNTHETIC WRAP &TWINE, CHEMICALS, INC. 20 -10 -5 ANALYSIS. APPLY AT RATE OF: TREES: 4 TABLETS FOLD NATURAL BURLAP UNDER NEW TOPSOIL WITH SUBSOIL. (2) FOLLOWING TILLING, PLACE MIN. 2 -INCH DEPTH TOPSOIL SHRUBS: 1 TABLET OR REMOVE. REMOVE WIRE BASKET AND COMPACT. 2" MULCH -PER SPEC. .;.':.'.:'.:" 2" MULCH -PER SPEC. CREATE WATERING RING J q Q m o CREATE WATERING RING PLANT STANDARDS in m PLANTING PIT BACKFILL p g O PLANTING PIT BACKFILL 1. CONFORM TO WASHINGTON STATE DEPT. OF AGRICULTURE (WSDA): WASHINGTON STATE p AS PER SPECIFICATIONS AS PER SPECIFICATIONS STANDARDS FOR NURSERY STOCK, ORDER NO. 1627 COMPACT BY HAND METHODS M Z COMPACT BY HAND METHODS 2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ANSI -Z 60.1 -1986 AMERICAN STANDARDS AND WATER TO RE MOVE ALL VOIDS N g " "" AND WATER TO REMOVE ALL VOIDS FOR NURSERY STOCK - <� ExI STING GRADE 3. AMERICAN JOINT COMMITTEE OF HORTICULTURE NOMENCLATURE: STANDARD PLANT NAMES, EX I STING GRADE FEATHER FINISH GRADE _ -_ -- FEATHER FINISH GRADE CURRENT EDITION I' INTO EXISTINGGRADE _ TI fl INTO EXISTING GRADE BREAK /SCARIFY SIDES AND = BREAK /SCARIFY SIDES AND DELIVERY, STORAGE, AND HANDLING o BOTTOM OF PIT.� BorroM of PIT, 1. PROTECT PLANT FROM HARM AND DAMAGE AT ALL TIMES. PROTECT TREES DURING i�rnul�u�ll�ul IIIrIItIIII url °ri 6" COMPACTED PLANTING PIT TRANSPORT BY TYING IN BRANCHES AND COVERING ALL EXPOSED BRANCHES. q m Z 6" COMPACTED PLANTING PIT PLANTING PIT BACKFILL TO SUPPORT TREE 0 PLANTING PIT BACKFILL TO SUPPORT TREE 2 ROOTBALL SIZE EXISTING SUBSOIL JOB CONDITIONS N 2X ROOTBALL SIZE EXISTING SUBSOIL 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. WARRANTALL 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. TREE PLANTING /STAKING DETAIL NOT TO SCALE 2 PLANTING DETAIL L-2 NOT TO SCALE OPEN BURLAP AROUND TRUNK - FOLD BACK PLANT QUALITY AND UNDER A2/11/2008 8/21/2007 MINOR RE' MINOR RE' 1. PLANTS SHALL BE FRESH, WELL FOLIAGED, IN PRIME CONDITION WHEN IN LEAF, AND SPACING PER ISSUED FC ISSUED DE A PLANT AT SAME LEVEL AS EXHIBITING NORMAL HABIT OF GROWTH. ALL LEADERS AND BUDS INTACT, FREE PLAN TOP OF ROOTBALL AT GROWN IN NURSERY OR OF DISEASE, INJURY, AND ANY SIGN OF INSECTS. FREE OF SEEDS, WEED ROOTS AND OTHER TRUNK - LEVEL WITH SURROUNDING SOIL rc*� c SLIGHTLY HIGHER T ONE GALLON PLANT ,� a CONTAMINANTS. ,,+ TYP. 2. PLANTS ARE TO BE NURSERY GROWN. �- C,, ° `�- C,, WATER BASIN `^' 3 HOLD MULCH BACK FROM 3. PLANTS TO BE ACCLIMATED TO THE PROJECT SITE ENVIRONMENTAL CONDITIONS. NO FINISH GRADE � NON-IRRIGATED Po , FOLIAGE 2O ° 1O ° AREAS ONLY AREAS w e FINISH GRADE COLD STORAGE PLANTS. 4. BALL AND BURLAPPED (B &B) STOCK IS REQUIRED TO HAVE A ROOT STRUCTURE , >: 2" MULCH 2" MULCH --% �y•� s c+; Y: .4' �; a 7�,3�i+,t``'e �'•'wT .,. ., Gifs •. r y'��,t�. .. • ,t�y,.: ''F�• PREPARED PLANTING S�f1"��."L•° . . ~ ~ ° •il "'A �C SUFFICIENT TO INSURE SURVIVAL AND HEALTHY GROWTH. pt„ ,' 5. CONTAINER GROWN MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT TO HOLD THE ;Yi .^•.:;� : ° +✓' ° r , BED � THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND. ROTOTILL SUBGRADE ih a „ !� ,' ;, �,,��'� SHOVEL CUT SIDES OF PIT ROTOTILL SUBGRADE COMPACT NATIVE SOIL UNDER FERTILIZER PLANT TO AVOIDSETTLING 1. FORMULA 4 -2 -2 "TRANSPLANTER" AS MANUFACTURED BY PACIFIC AGRO CO., PLANTING HOLE TO BE 3X PREPARED LARGEFI THAN DIA. OF ROOTBALL APPLY AT RATE AS PER MANUFACTURER'S PRINTED INSTRUCTIONS. PLANTING BED 2. AGRIFORM TABLETS. 21 -GRAM SIZE, AS MANUFACTURED BY AGRIFORM INTERNATIONAL CHEMICALS, INC. 20 -10 -5 ANALYSIS. APPLY AT RATE OF: TREES: 4 TABLETS SHRUBS: 1 TABLET MULCH 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 HEALTHY. PREVENT SOIL EROSION. 3. PRUNE, CULTIVATE, FERTILIZE, SPRAY AND PERFORM OTHER NECESSARY OPERATIONS. r3_ SHRUB SPACING L -2 NOT TO SCALE 4 SHRUB PLANTING DETAIL L-2 NOT TO SCALE T • •Mobile• 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398.7600 rn%j%pcv i inruniviA i ivn: ILKENSON ROAD /RAILWAY SE05198D 16220 RAILWAY ROAD SE YELM, WA 98597 ISSUED FOR: L REVISION HISTORY: No. DATE: DESCRIP' PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: J AB, AAL BJT AM LICENSURE: EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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. Ll r DRAWING TITLE: LANDSCAPE PLAN L n0AWlUe__ Ul111RuQCQ. L -2 A2/11/2008 8/21/2007 MINOR RE' MINOR RE' A03/19/2007 02/27/2007 ISSUED FC ISSUED DE A PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSV 1 LLE, WA 98270 206 - 851 -1106 L DRAWN BY: CHIC. BY: = APPV. BY: J AB, AAL BJT AM LICENSURE: EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 150' 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. Ll r DRAWING TITLE: LANDSCAPE PLAN L n0AWlUe__ Ul111RuQCQ. L -2 UF25 c a3, 8' d"a BRUSH AND `- ?i_RA.SS 40' x 40' FENCE STEEL MONOPOLE PLANS AND DETAI 30' 0 30' SCALE: 1" = 30' RAILWAY RD SE DRY UTILITIES ROUTING PER ARCHITECTURAL PLANS & DETAILS Filter Fabric Fence Notes 1. Filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at the support post, with a minimum 6 -inch overlap, and securely fastened at both ends to post. 2. Post shall be spaced a maximum of 6 feet apart and driven securely into the ground (minimum of 30 inches). 3. A trench shall be excavated approximately 8 inches wide and 12 inches deep along the line of posts and upslope from the barrier. 4. When standard strength filter fabric is used, a wire mesh support fench shall be fastened securely to the upslope side of the posts using heavy -duty wire staples at least 1 inch long, file wires or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend mroe than 36 inches above the original ground surface. 5. The standard strength filter fabric shall be stapled or wired to the fence, and 20 inches of the fabric shall be extended into the trench. The fabric shall not extend more than 36 inches above the original ground surface. Filter fabric shall not be stapled to the existing trees. 6. When extra - strength filter fabric and closer post spacing is used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is tapled or wired directly to the posts with all other provisions of above notes applying. 7. Filter fabric fences shall not be removed before the upslope area has been permanently stabilized. B. Filter fabric fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Rock Construction Entrance Notes 1. Material shall be 4" to 6" quarry spalls and may be top- dressed with 1" to 3" rock. (STANDARD SPECIFICATIONS) 2. The rock pad shall be at least 12" thick and 100 feet long. Width shall be the full wideth of the vehicle ingress and egress area. Smaller pads may be approved for single - family residential and small commercial sites. 3. Additional rock shall be added periodically to maintain proper function of the pod. 4. If the pad does not adequately remove the mud from the vehicle wheels, the wheels shall be hosed off before the vehicle enters a paved street. The washing shall be done on an area covered with crushed rock and wash water shall drain to a sediment retention facility or through silt fench. Mulching Notes 1. Mulch materials used shall be straw and shall be applied at the rate of 1lb /sy. 2. Mulches shall be applied in all areas with exposed slopes greater than 2:1. 3. Mulching shall be used immediately after seeding or in areas which cannot be seeded because of the season. 4. All areas needing mulch shall be covered by November 1. SEC. 19, 2OPERTY LINE IYP, T- MOBILE 50' x 50' LEASE\AREA TWN. 17N, RGE. 2E, W.M. 79. 79.8' F1118 12' WIDE GRAVEL ACCESS DRIVEWAY PER SECTION UTILF[Y POLE WITH /PO.VE.R METER NANSLORMER t! � S88'40' 52"E t 2" BY 14 Go. WIRE IIVALENT IF STANDAF IENGTH FABRIC USED. FILTER FABF 6' MAX � MINIMUM 4 "x4" TRENCH -� BACKFILL TRENCH WITH/ NATIVE SOIL OR 3/4 - -1.5" WASHED GRAVEL 2 "X 4' WOOD POST, STEEL FENCE - POSTS, REBAR, OR EQUIVALENT. NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL N. T. S. IT 15 RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 5�gG aor7J ENE 12' MIN. 4'- 8" QUARRY SPALLS ---- 44! . ok. 0lvk CF 1N� GRAVEL CONSTRUCTION ENTRANCE N.T.S. i i - - EROSION & SEDIMENT CONTROL NOTES 7. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS: PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC). 2. THE IMPLEMENTATION OF 774ESE ESC PLANS AND 774E CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF 714ESE ESC FACILITIES IS THE RESPONSIBILITY OF 774E APPLICANT/ESC SUPERVISOR UN77L ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF 774E CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENG774 OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND 774E CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY 774E APPLICANTASC SUPERVISOR FOR 774E DURAT70M OF CONSTRUCTION. A 774E ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION W17H ALL CLEARING AND GRADING SO AS TO ENSURE THAT 774E TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPER77ES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 61TE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACIL177ES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL SUMP PUMPS, RELOCA 77ON OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CON77NUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE 7ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING 774E DRY SEASON (MAY 1 TO SEPT. 30). Z ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING 774E WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIA7ELY STABILIZED WITH 774E APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIA7F AT7FNTION, SHALL BE ADDRESSED WITHIN F7F7FEN (15) DAYS 9. THE ESC FACILITIES ON INACTIVE 517ES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WTThNN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT 774E BEGINNING OF CO1VS7RUC77ON AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE 7HAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF 774E PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED W774 THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. 1F THE FACILITY 1S TO FUNCT70N ULTIMATELY AS AN 1NFIL IRA 77ON SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT 774E BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TKO TO THREE INCHES. 14. PRIOR TO THE BEGINNING OF 774E WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE RENEWED TO IDEN77FY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED 07HIN ONE WEEK OF THE BEGINNING OF 774E WET SEASON. A SKETCH MAP OF 7740SE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL 9E SUBMITTED TO THE DOES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PR07ECT SURFACE WATERS, ADJACENT PROPER77ES, OR DRAINAGE FACILITIES. CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND A PRECONSTRUCTION MEETING WITH THURSTON COUNTY SITE INSPECTOR. 2. FLAG OR FENCE CLEARING LIMITS. 3. CALL ONE -CALL UTILITY LOCATE SERVICE PRIOR TO ANY EXCAVATION WORK. 4. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THURSTON COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 6. MAINTAIN ACCESS TO OFF -SITE ROADS AND DRIVEWAYS AT ALL TIMES DURING THE DURATION OF THE PROJECT. 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE THURSTON COUNTY TESC MINIMUM REQUIREMENTS. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE AFTER ACCEPTANCE BY INSPECTOR. PROJECT SCOPE OF WORK I HL PROJECT CONSIST OF THE INSTALLATION OF ANTENNAS ON AN PROPOSED STEEL MONOPOLE WITH BTS EQUIPMENT LOCATED IN A PROPOSED 1600 SO. FT. GRAVEL COVERED FENCED LEASE AREA. ACCESS TO THE SITE WILL BE PROVIDED BY A PROPOSED 12' WIDE GRAVEL DRIVEWAY CONECTING TO RAILWAY RD SE. GIVEN THE LIMITED SCOPE OF THE PROJECT LITTLE SITE IMPACT IS ANTICIPATED. THEREFORE MINIMAL T.E.S.C. MEASURES ARE REQUIRED. PROJECT CONTRACTOR SHALL EVALUATE SITE CONDITIONS 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 MINIMAL DEVELOPED DRAINAGE FROM THE PROJECT GRAVEL AREAS WILL SHEET FLOW AND DISPERSE TO THE ADJACENT AND DOWNSTREAM NATIVE VEGETATION. NO CHANGE IN THE EXISTING DRAINAGE PATTERNS, IMPACT TO EXISTING CONDITIONS, OR ADVERSE AFFECTS TO THE LOCAL SOIL AND /OR SURFACE WATER CONDITIONS IS EXPECTED OR ANTICIPATED TO RESULT FROM THE PROJECT. ALL EARTHWORK SPOILS TO BE DISPOSED OFF -SITE. 12' 6" MIN COMPACTED DEPTH CSBC P'* 2z 2' M 3 �'44 COMPACTED NATIVE SUBGRADE AOCM ROAD 8ECT10N (LOOKING NORTH) N.T.S. VICNffY MAP N.T.S. LEGAL DESCRIPTION (UNDERLYING PARCEL) ABBREVIATED PER ACCESSOR RECORDS: SECTION 19 TOWNSHIP 17 RANGE 2E QUARTER SW NE PLAT MCKENNA IRRIGATED TRACTS BLK 7 LT 5 SWLY 1OF & LT 6 DOCUMENT 099/044 PROJECT SITE DATA SITE MJfuBER: SE05918D SITE NAME: WILKENSON ROAD SITE ADDRESS: 16220 RAILWAY ROAD SE, YELM, WA 98597 OWNER'S NAME: RAILWAY ROAD PROJECTS LLC OWNER'S ADDRESS: 11710 VAIL RD SE, YELM, WA 98597 TAX ACCOUNT NO.: 64300700600 CONTACT LIST DEVELOPER: VOICESTREAM WIRELESS PROJECT CONTACT: TERESA VANSELOW (425) 770 -0020 CONSULTING ENGNEER BJ THOMAS (206) 851 -1106 CIVIL ENGINEER: LITCHFIELD ENGINEERING (425) 821 -5038 SURVEYOR DUNCANSON COMPANY (206) 244 -4141 LATITUDE /LONGITUDE POSITION COORDINATE DATA AT PROPOSED MONOPOLE LOCATION NAD 83 NAVD 88 ELEV = 342.0 FT LAT - 46' 56' 45.47" N LONG - 122' 35' 49.00" W BASIS OF BEARINGS BENCHMARK IS PUGET REFERENCE STATION NETWORK. VERTICAL DATUM & BENCH MARK ELEVATION DERIVED USING GPS. ADDITIONAL NOTES 1. THIS PLAN DOES NOT SHOW THE LOCATION OF ALL EXISTING UTILITIES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. 2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO DETAILS AND SPECIFICATIONS OF PIERCE COUNTY /CITY OF YELM STANDARDS, AS APPLICABLE. I / / `max 0, / 5 SITE TAX LOT #64300700600 } AREA = 14.5 ACRES f RAILWAY RD SE . -...... UNDERLYING PARCEL MAP 1" = 300' Call 2 Working Days Before You Dig 1 -800- 424 -5555 uti0ties Underground Location Center (ID,MT,ND,OR,WA) • - • mMobile -® 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 i ci H 0", M ,M 4 O O+ o N �~ of w I�x JOB No.