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Home My WebLink AboutLUA-07-065_Large Format----------- $ TOPOFPOLE 59'-11" AGL (P) T-MOBILE CHAIN MOUNT ANTENNAS ANDREW #TMBXX-6516-R2M (TYP OF 3; 1 PER SECTOR) (P) T-MOBILE CHAINMOUNT UMTSANTENNAS ANDREW #TMBX-6516-R2M (TYP OF 3; 1 PER SECTOR ) (E) ATTACHMENTS .------- (P) LANDSCAPING~ 2'± MAX ' / r, I , I , ; i ,/ I / L::.__ ____ _J r I -IT RADCENTER 0 57'-9" AGL RADCENTER 0 50'-6" AGL ·--------- -·------- ,_ -------- (P) (4 ) 4" PVC COAX CONDUITS MOUNTED ON 1-5/8 UNISTRUT STANDOFF (P) 8'-0" x 13'-4" CONC VAULT ------------------------------ (E) HOUSE GROUND LEVEL @SOUTH ELEVATION SCALE: NTS PAI NT NOTE: CONTRACTOR TO PAINT ALL EXPOSED AREAS OF CONCRETE VAULT GREEN. PAINT NOTE: ALL PROPOSED ANTENNAS & ATTACHMENTS TO BE PAINTING TO MATCH WOOD UTILITY POLE. STRUCTURAL NOTE: NEW POLE STRUCTURAL DESIGN BY OTHERS. -----------------------------------------1 ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398· 7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 ~ ISSUED FOR: ===========::::: [I BUILDING PERMIT 11 - ~ REVISION HISTORY• . No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: I I I -----------I --, -------~----- --f-----~-----------~----- --f----- - ffi 06/15/2007 MINOR RE vs. BJT LC --f----~-------- & 3122/2007 ISSUED FO R BPS BJT LC --~- & 2/26/2007 ISSUED DE SIGN REVIEW BJT LC PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206·85 E, WA 98270 1 ·1106 -- [ DRAWN BY, CHI<. BY•-,APPV. BY,~ I JL I BJT I AM ~ LICENSURE: ===================::::::: -EQUIPMENT:===========:::: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. = DRAWING INFORMATION:======:::::! DO NOT SCALE DRAWINGS. CONTRACTOR MUST VER IFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVIS ION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WH ICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ~ DRAWING TITLE:=========::::::: SITE ELEVATIONS DRAWING NUMBER: . VICINITY MAP NOTTO SCALE .... PARCEL NUMBER: 3211000830 LEGAL DESCRIP TION: LOT 1, B LOCK 4 . HEA THER DOWNS DIVISION NO. 1. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 62 OF PLATS, PAGE 28, IN KING COUNTY, WASHINGTON . tsi <-\. -.-,1~-/ o' r-- :'·,",I:· A 3."'h'AL T \ \ \ \ \ \ \ \ ./' ~7R EET OP ' ' ---; EL.=ilT1.50' \ \_.... < j";.:(: 4' 'i.l i -i,, ·:c,;-:-!//,' ;: :.'1;_·., __...,.,.,.., ././ ss ·/ ./' ./' ./' ./' ./' / ' /_,.-· ./' ./' ./' / ./' ./' ./' ./' ./' ./' ./' ./' OVERALL SITE PLAN 22x34 SCALE: 1" = 30' 11x17 SCALE: 1" = 60' C 15' 30' ./' ./' ./' ,o· ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 : PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -ISSUED FOR: =============::::: [I BUILDING PERMIT I I - .... REVISION HISTORY•=============::! . No. DATE: DESCRIP TION: CHK. APPV. BY: BY: ~-· ----. -------------'---------------- ---------- ---- ' I ' ------I ----------1--g 06/15/2007 MINOR REV i I BJT LC S. - IA 3/22/2007 ISSUED FO R BPS I BJT LC --- ~ 2/26/2007 , ISSUED DE i SIGN REVIEW BJT I LC PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851-1106 [ DRAWN BY, CHK. BY, =1APPV. BY,~ I JL I BJT i AM ~ LICENSURE: ================:::::: -EQUIPMENT:------------ WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE W ITH BTS EQUIPMENT IN AN U/G VAULT. . ;:: DRAWING INFORMATION:======::::; DO NOT SCALE DRAWINGS. CONTRACTOR MUST VER IFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISS IONS. ALL PREV IOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CON TAINED IN TH IS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROH IBITED. : DRAWING TITLE:==========: SITE PLAN -DRAWING NUMBER:==========::: A· '· • 3RD & ANACORTES PSE RO DRIVING DIRECTIONS FROM T-MOBILE BOTHELL 4 OFFICE: 1. MERGE ONTO 1-405 S VIA THE RAMP ON THE LEFT TOWARD RENTON. 19.7 MILES 2. TAKE THE WA-900 W EXIT-EXIT 4-TOWARD WA-169 S /RENTON/ ENUMCLAW. 0.3 MILES 3. STAY STRAIGHT TO GO ONTO SUNSET BLVD NE. 0.2 MILES 4. TURN LEFT ONTO N 3RD ST. 0.8 MILES 5. N 3RD ST BECOMES NE 4TH ST. 0.6 MILES 6. TURN RIGHT ONTO UNION AVE NE. 0.6 MILES 7. TURN LEFT ONTO SE 3RD PL. 0.1 MILES ARRIVE 4401 SE 3RD PLACE DISTANCE: 23.09 MILES APPROXIMATE TRAVEL TIME: 29 MINUTES 4401 SE 3RD PLACE RENTON, WA 98059 SITE NUMBER: SE04619H LATITUDE 47° 281 47.7 11 N LONGITUDE 122° 9 1 38.811 W PROJECT TEAM PROJECT INFORMATION PROJECT DESCRIPTION DRAWING INDEX CONTACT TITLE PROPERTY OWNER: PROGRAM MANAGER: CONSTRUCTION PROJECT MANAGER: CONSULTING ENGINEER: SITE ACQUISITION: ZONING: CONTACT INFORMATION CITY OF RENTON ROW T-MOBILE LIZ CARRASQUERO 19807 NORTH CREEK PKWY N BOTHELL. WA 98011 OFFICE /1: 206-351-8122 T-MOBILE TAI IRISH 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 425-273-6864 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 MOBILE#: 206-851-1106 REALCOM ASSOCIATES LYNDA DEPOE 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98007 PHONE#: 206-351-4019 REALCOM ASSOCIATES KATIE JOHNSON 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98007 PHONE#: 206-604-7760 THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. T-MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T-MOBILE EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY -HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDEDATTHIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. UTILITY PURVEYOR POWER: PSE TELCO: QWEST CODE COMPLIANCE T-MOBILE PROPOSES TO CONSTRUCT AN UNSTAFFED TELECOMMUNICATIONS FACILITY CONSISTING OF BTS EQUIPMENT LOCATED IN A NEW 13'-4" X 8-0" VAULT ON R.O.W. WITH ANTENNAS LOCATED ON A REPLACEMENT 59'-11" AGL WOOD UTILITY POLE IN THE R.O.W .. ZONING INFORMATION SITE NUMBER: SITE NAME: SITE ADDRESS: PARCEL#: SE04619H 3RD & ANACORTES/PSE/ROW 4401 SE 3RD PLACE RENTON. WA 98059 3211000830 CURRENT ZONING: TBD GOVERNING CODE: 2003 IBC BUILDING TYPE: SITE TYPE: UNSTAFFED TELECOM FACILITY DWG '·DRAVViNG DESCRIPTION T-1 TITLE S,,l;IEET A-1 SITE PLAN A-1.1 ENLARGED SITE PLAN A-2 PROPOSED SITE ELEVATION A-3/A-3.1 VAULT DETAILS A-4 BTS EQUIPMENT DETAILS A-5 GENERAL DETAILS A-6 ANTENNA MOUNT DETAILS A-7 ANTENNA ASSEMBLY DETAILS ' LS-1 LAND SURVEY (BY OTHERS) E-1 ELECTRICAL SITE PLAN E-2 ELECTRICAL GROUNDING PLAN ' \ ' E-3 ELECTRICAL GROUNDING DETAILS - E-4 ELECTRICAL DETAILS RF-1/RF-2 RF DETAILS L-1 LANDSCAPE DETAILS C1 T.E.S.C.PLAN (BY OTHERS) APPROVALS PROPERTY OWNER: DATE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ,__ _________ ·-------------------• T-MOBILE PGM: DATE: ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING 1--------------------------------1 1---------------------, CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. RF ENGINEER: DATE: RF ENGINEER: SURVEYOR: T-MOBILE DARRYL SALK NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT LEGAL DESCRIPTION WORK NOT CONFORMING TO THESE CODES: CONSTRUCTION: DATE: 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 2003 INTERNATIONAL BUILDING CODE 2003 INTERNATIONAL RESIDENTIAL CODE 2003 INTERNATIONAL MECHANICAL CODE _____ , 2003 INTERNATIONAL FUEL GAS CODE DUNCANSON COMPANY 2002 NFPA 54-NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS 145 SW 155TH STREET, SUITE 102 ONLY) SEA TILE, WA 98166 2001 NFPA 58-LIQUIEFIED PETROLEUM GAS CODE (PROPANE OFFICE ff: 206-244-4141 INSTALLATIONS ONLY) 2003 INTERNATIONAL FIRE CODE 2003 UNIFORM PLUMBING CODE 2003 NATIONAL ELECTRICAL CODE 2003 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI /TIA I EIA -222 -F NFPA-101 -LIFE SAFETY CODE ABBREVIATED PER ACCESSOR RECORDS: LOT 1, BLOCK 4, HEATHER DOWNS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 62 OF PLATS, PAGE 28, IN KING COUNTY, WASHINGTON. ZONING: LEASING: ENGINEERING: DATE: DATE: DATE: CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) ELECTRIC· RED SEWER· GREEN GJi.SJOIL-YELLOW SURVEY -PINK SAFETY PRECAUTION SH/\LL BE IMPLEMENTED 3y TEUCATV -ORANGE PROPOSED -WHITE WATER-[)LUE CONTRACTOR(S) AT A'_L TRENCHING l'J ~CCOROANCE WITH CURRENT OSHA STANC/\RDS ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398°7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -1ssUED FOR: ===========:::::: [I BUILDING PERMIT 11 - - REVISION HISTORY· . ION, CHK. APPV. BY, BY, No. DATE, DESCRIPT I I I - I ------------- i ' I vs. I BJT LC ji\l oe,~oo, I ""osec ----- & 3/22/2007 I ISSUED FO R BPS BJT LC SIGN REVIEW BJT LC . & 2/2612007 ISSUED DE PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1-1106 -- [ DRAWN BY, CHK. BY,-APPV. ev,~ I JL BJT AM ~ LICENSURE: =====================:::: EQUIPMENT:======:=:=:=:=:=:=:=~ WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. DRAWING INFORMATION:==========: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ,,.. DRAWING TITLE:===================: TITLE SHEET ~--~------------··-·-------------------- '· GENERAL NOTES: i, DRAWINGS ARE NOT TO BE SCALED, WRITIEN 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 HEQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. z. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED IJY, VOICESTREAM WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. :J. 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 CONTflACT. 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, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T-MOBILE f1EPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 12 WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. ------. ----------- CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318AND THE SPECIFICATION CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH -3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER .......................... 2 IN. #SAND SMALLER & WWF ......... 11/2 IN. 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTIING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WR I TIEN RECOMMENDED PROCEDURES. 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2::. TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. SITE WORK NOTES: 1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. 8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION SIEVE SIZE 3/8" NO. 4 MESH NO. 8 MESH NO. 16 MESH NO. 100 MESH NO. 200 MESH PERCENT PASSING 100 60-90 0-45 0-25 0-2 0-2 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. ABBREVIATIONS AC AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ Ci: CLG CLR CMU COL CONC CONST CONT CTR DIA/0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT AIR CONDITIONER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS oc OD OH OPNG OPP (P) PCS Ii'. PR PSI PSF PT RAD RD REINF REQ'D RM RIW SCHED SECT SF SIM SQ FT ss STD STL STRUC TEMP THK T.O. TOS TOC TYP U/G UNO VCT VERT WI WWM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PROPOSED PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WITH WELDED WIRE MESH LEGENDS & SYMBOLS CHAINLINK FENCE --X CEDAR FENCE -0 POWER p TELCO T POWERrrELCO --T/P OVERHEAD COAX --OHC COAX --COAX OVERHEAD POWER OH CENTERLINE REVISION BUG ELEVATION VIEW BUG ELEVATION DETAIL BUG SECTION BUG X X X .D-I D ' p p p T T T T/P T/P T/P OHC OHC OHC COAX COAX COAX OH OH OH DETAIL NUMBER SHEET NUMBER 0TOPOF ... EL 0'-0" @_-~. ___ DETAIL NUMBER ~ SHEET NUMBER DETAIL NUMBER SHEET NUMBER ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 ::: PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 '-ISSUED FOR: [I BUILDING PERMIT REVISION HISTORY• . - - . TION: CHK. APPV. BY: BY: No. DATE: DESCRIP I --I I --- ----- i ----I I ' VS. BJT Al 06/15/2007 MINOR RE -- & 3/22/2007 ISSUED FO R BPS BJT -------I SIGN REVIEW BJT • & 2126/2007 ISSUED DE PLANS PREPARED BY : B. J. THO 7607 SOT MARYSVILL 206-85 MAS, P.E. HAVE NE E, WA 98270 1-1106 LC LC -- LC -- [ DRAWN BY: cl HK 8 .JeTY: -IAPPAvM. ev: ~I I JL . ~ LICENSURE: ====================::::! -EQUIPMENT:------------ WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. =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 NOTES -DRAWING NUMBER:===============: ENT PL/\NN\NG \'RENTON U 292007 CEIVED G-1 VICINITY MAP NOTTO SCALE \ \ .. / PARCEL NUMBER: 3211000830 LEGAL DESCRIPTION: LOT 1, BLOCK 4, HEATHER DOWNS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 62 OF PLATS, PAGE 28. IN KING COUNTY, WASHINGTON. \ /_,.· _..,/ j i i I . --·11·,.-- / \ ' ' \/ ,' ,· ' ;,_' 1,:' ,:•,},', 1,·, r.-;x ,.r;,r :L·: . -.- ' (P) 8'-0" X 13'-4'' U/G CONCRETE EQUIPMENT VAULT r;i,, .. ;_c:r) _:.;_ ;:;,y_,(!)c' (SEE SHT. A-3 FOR VAULT DETAILS) ··-1x !_:)r ,,-, ..• /;'C;!, n-;,,·,,:, ,)L?t"!e';·.' L;iV .. ',1.l .. -· ·:,r, LJ. };'i ! '(,";_;:; \ \ \ \ \ \ \ \ \ \ \ \ _) ~--- \ \ --·-·Ti'.!.J'··')H[ :,l.~IT' \ \ -•.--:;-< .' .-_u \ \ \ './ \ ,._r·, \ \ \ \ ,-!, ;, ,.._ (_l ,' t- _;;, 1-;,'/)1.;,,, \ \..- < .. -- ;:;x !. t;; / • L'/1(t:c,;x· \ ' ;.,.--' \ \ \ OVERALL SITE PLAN 22x34 SCALE: 1" = 30' 11x17 SCALE: 1" = 60' 30' ----15' 30' ' \ \ \ ' \ 6C' ~ · ·Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (4251 398-7600 ;: PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 ~ ISSUED FOR: ===========:::::: [I BUILDING PERMIT 11 - ~ REVISION HISTORY• . TION: CHK. APPV. BY: BY: No. DATE: DESCRIP . ~- -· ------------ & 06/1512007 MINOR RE VS. BJT LC & 3/22/2007 ISSUED FO R BPS BJT LC & 2/26/2007 ISSUED DE SIGN REVIEW BJT LC PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1-1106 -- [ DRAWN BY, CHK, BY, -APPY, BY,~ I JL I BJT AM ~ LICENSURE: ===========::::: -EQUIPMENT:=====================: WIRELESS COMMUNICATIONS FACILITYW/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. ;: DRAWING INFORMATION:============::::: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ':: DRAWING TITLE:---------- SITE PLAN -DRAWING NUMBER:=========: EV ( pMF1'ff PL/\NN\NG I YOFRENTOM A-1 I i \ \ \ \ \ \ \ ' ' \ \ ' . \ \ \ \ \ \ \ \ \ \ \ \, \ \ \ ' ------· \ -----·· _,,,..-y· ' -, / \ I._ ,I \ I \/ ·._ / .. / \ I \ \ ' r-.. 0 \ \\ \ ' \ \ \ \ r-.. 0 ' \ \ \ \ /\ \ \ \ (P) 718" COAX TO BE ROUTED FROM BTS EQUIPMENT TO ANTENNAS IN ~ \ (4) 4" UIG PVC CONDUITS \ .\ (P) LANDSCAPE BUFFER (SEE SHT. L-1 FOR LANDSCAPE DETAILS) \ \ .. ' ' \ \ ' \, \ 10' (P) BTS EQUIPMENT ' --,\ (SEE SHT A-4 FOR DETAILS) -~ (E) CATCH BASIN o-" \ .-\ (P) 59'-11" AGL REPLACEMENT WOOD UTILITY POLE. (E) ATTACHMENTS TO REMAIN AT SAME HEIGHT (P) T-MOBILE CHAINMOUNT ANTENNAS ANDREW #ADFDP182-6565B-XDM (TYP OF 3: 1 PER SECTOR) ',_ I· I [[)'..J: .. T()FJ !:~; __ ,::c4:1_, 0,0 \-c\\\ iep· woesce=err oo,ccrr ~ cH, \ (P) 2" UIG PVC TELCO CONDUIT 40 L.F± \ (SEE SHT. A-5 FOR TRENCHING DETAISS) -' \-c \ \ \ (P) TELCO DEMARC ~--'L..-----(P) METER BASE PEDESTAL \ (MIDWEST OR EQUAL) \ 13'-4" \ \ (P) UTILITY EQUIPMENT \ \ CAi,PURT ' \ (P) 8'-0"x 13'-4"CONCVAULT . , . (SEE SHT A-3 FOR VAULT DETAILS) ~ \ I.\ \ \ \\ ' . \ \ \ ' · .. \_ \ \ ' 8' \ 1 '-6 1/2" \ \ \ \ \ 5' \ ENLARGED SITE PLAN 22x34 SCALE: 1/4" = 1' 11x17 SCALE: 118" = 1' - \ \ 1. ---·· . -.-"' .... ,_ HOUSE \ \ \ ·- ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -1ssUED FOR: ====================~ [I BUILDING PERMIT 11 -REVISION H ISTORY: DESCRIPTION: CHK. APPV. BY: BY: No. DATE: -··1 --I I ------ I - ! ~I 06/15/2007 I MINOR REVS. BJT LC & 3/2212007 ISSUED FOR BPS BJT LC --& 2/2612007 ISSUED DESIGN REVIEW BJT LC -,..PLANS PREP ARED BY: • THOMAS, P.E. 7 80TH AVE NE B.J 760 MARY 2 SVILLE, WA 98270 06-851-1106 CHK, BY:= APPV. BY: - [1DRAWN ·:~ BJT AM ~ LICENSURE: =::=:=:=:=:=:=:=:=:=::::::; -EQUIPMENT:------------ WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. ;:: 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:---------- ENLARGED SITE PLAN -DRAWING NUMBER:==============~ 1.1 ,,1,1.,,,, $ TOPOFPOLE 59'-11" AGL (P) T-MOBILE CHAINMOUNT ANTENNAS ANDREW #TMBXX-6516-R2M (TYP OF 3; 1 PER SECTOR) (P) T-MOBILE CHAINMOUNT UMTS ANTENNAS ANDREW #TMBX-6516-R2M (TYP OF 3; 1 PER SECTOR) (E) OVERHEAD LINES~------ (E) ATTACHMENTS (P) LANDSCAPING~ 2'± MAX I , , I' I C ---~ -, I / ,_ ,, RADCENTER 0 57'-9" AGL RADCENTER 0 50'-6" AGL >-<----(P) 59'-11" AGL REPLACEMENT WOOD UTILITY POLE • I / / ' ' / / / < . '! / ~ I ! 1~ ! V / r / . -_--__ --___ :~---.: . /, /' -·-" I/ r I/ I/ i/ C • ,_ ~~ C ' -' ------- (P) (4) 4" PVC COAX CONDUITS MOUNTED ON 1-518 UNISTRUT STANDOFF " ~(E)TREES I, ·, (P) 8'-0" x 13'-4" CONG VAULT GROUND LEVEL (E) HOUSE L 2___ ---_-_J PAINT NOTE; CONTRACTOR TO PAINT ALL EXPOSED AREAS OF CONCRETE VAULT GREEN. PAINT NOTE: ALL PROPOSED ANTENNAS & ATTACHMENTS TO BE PAINTING TO MATCH WOOD UTILITY POLE. STRUCTURAL NOTE: NEW POLE STRUCTURAL DESIGN BY OTHERS. . ---- ---------·- ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (4251 398•7600 =PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -1sSUED FOR: ===================~ [I BUILDING PERMIT 11 ~ ... REVISION HISTORY• . No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: I ! I I --~ -- I--·---- ------ ! & 06115/2007 MINOR RE vs. BJT LC - & 3/2212007 ISSUED FO R BPS BJT LC A 2126/2007 ISSUED DE SIGN REVIEW BJT LC PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 BOT MARYSVILL 206-85 E, WA 98270 1-1106 --[IDRAWN ·:~ ICH:.:Y• -,AP:~ BY, u LICENSURE: ==================: ~ -------------------------------·-1 EXPIR.E5 08125/07 I EQUIPMENT:=============::! WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT DRAWING INFORMATION• . DO NOT SCALE DRAWINGS_ CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. '=DRAWING TITLE: SITE ELEVATIONS = DRAWING NUMBER: L ~ E C lf MO:NT PL".NMING , OFRENTOM A-2 I ,U~292007 :ur.CEIVED i A -+---------------13'-1" ---------------"- ,IL--------------12'-2112" --------------+- B EXISTING \--~, -~ -/ L ---\.~ ---v-~.~ -J r------------------------------1 --+----'<--t-1'-4" T , 1,- GRADE\ -, I ,I I I i I __l I ·1 I I I I .J i ~ I ( _J_ -=''-·-~·-- METAL GRATE OVER DRAINAGE SUMP ~~~~1~~: ~ -~---1-: I l___ I I I- I I 7'-1 112" 5'-8"1 _I_ .. I I I A I_ 8' ,-----,, ,-----, B BTS VAULT PLAN N.T.S. PROVIDE HINGES AS NEEDED FOR A COMPLETE AND OPERATIONAL SYSTEM (TYP) ----- 1-112" x 1-112" SQUARE MESH, GREEN FIBERGRATE WITH APPLIED-GRIT SLIP-RESISTANT SURFACE. PROVIDE I-BEAM SUPPORT FOR ACCESS HATCH PROVIDE 4' x 3'-6" ACCESS HATCH .. . 4' '.. • .... ·· . ..,· •, . • ,,. 4' • .. .. •.• ,ll," • • ,: .... ' •,-.... -. ~ '~ ,', ... ·,' ·-""' : . '. -: .'· . ' . ~--.., ,I 4. :· ... . . . ·.! . ', "'." .., . ... . ...... . i .. :•. ~ ... ·. . . ... ','' ·• •• \ ------------------------- -ALL 4 CORNERS OF VAULT NOT TO EXTEND MORE THAN 30" ABOVE EXISTING GRADE 3" DYNA FORM ANGLE SUPPORTS TO BE INSTALLED AROUND THE PERIMETER OF THE VAULT ' ' ' ' • 1---------------------------------l.,1.'l-----l----l---- .: ,, • '• ~ "' . • •• <Iii' 4'-3" • 1· .· .. • . ' -CONTRACTOR SHALL GROUT ALL VAULT . ;; .... ,-., . .. ~ PENETRATIONS(TYP) :..,t------t----------------------------+'-JI·' ----'<'l- · ~ ' 8'-5 112" -.. • '. •. -.. ~ -: r11 ---,-r-' - L _j -------__ -_ _. _____ _. _______ .... -____ ,;" .. C---.-------------... -----.... -...... -;, ' __ J I -J • 1 . -:~ .. ·., .· .... ... . " -. ·. ' 4.,. .. . . .. ' .. SUMP FOR DRAINAGE COLLECTION -SEE CIVIL SHEETS FOR DETAILS • •• "<11 ,', ...... • ... , .... .d .... I I I I ,,-,1 • . I . .J • "'" . . . BTS VAULT SECTION A·A N.T.S. 3'-9" ' ' ' ' ' ' ' ' 5 112" - NOTE: .. . ", _) • •. .. ,· .. .. • • • :; ... ..,4 ,•· -· I . L - I ' ~ i -•. -,· L _J . ' ,, - ( \ -~ -. n-11 "" ~/ 1 ... /./·" I ', ~ "' C, .... " '' n SECTIONS OF VAULT THAT ARE EXPOSED ABOVE GRADE ARE TO BE PAINTED GREEN. MATCH COLOR TO FIBERGRATE. PROVIDE A MINIMUM OF TWO 3116" STAINLESS STEEL TETHERS FOR EACH SECTION OF FIBERGRATE, ATTACHED TO VAULT INNER WALL AND GRATE WITH U-BOLTS. PROVIDE ENOUGH LENGTH TO ALLOW A 1 O" TILT IN COVER WHEN FULLY OPENED. ' I I' ~-... • ·• ., ..,. ,ii • • 8' •. • .. - .. 1·---1 ' ' -,, ..... _L J [ ------------------------------.---.-----' l _J ----LJ ; I I I I I I -, l i i -, l . _L_ ~ L _J -L_ _J 1, _ .. ;.;. .·:·····------------------~--~--- ( ' f" -~----·: -------,---. -~---------~----~ -:--~~:~-~:~-:-: -1 :' ... --, ( "\ ~ 6'-11" ·-·· .. ' r ((~-.... ' i . ' ... " . .., . ::-'' '. • • ~ .. • .. ' ··~·~ .. .·•,· ' • .. ·-· •. .I m ~ ~ ~ ~ ~ • -~~ ' ' ~ ~ ~ • ~ ~ "' C ~, 'ft. §~ ~ ~ ~ ~ .. ~ ~ ~ ~ VAULT NOTES: 1: BTS VAULT MANUFACTURED BY OLDCASTLE PRE CAST MODEL 712-BL WIRISER OR EQUAL 2. STRUCTURAL DESIGN OF VAULT BY MANUFACTURER ~ DRAIN ROCK INFILTRATION BED ELOWVAULT. SEE CIVIL SHEETS FOR DETAILS. BTS VAULT SECTION B·B N.T_S_ -~. ..... .. , [ ~-ACCESS LADDER-SEE DETAIL 6 ON THIS SHEET BTS EQUIPMENT IN VAULT (SEE SHT. A-3 FOR EQUIPMENT DETAILS) ,, .4.. . -. ' ,, • . ' I . . ' I •,, .. .. I , .. ,;'I'·: · .. "·: ·· ... : .'·I ) ', .4 .'• . . • ' ' ' 1· 3" DYNAFORM I-BEAM SUPPORT TO TO BE INSTALLED THROUGH THE CENTER OF THE VAULT. FABRICATE I-BEAM SUPPORT PIECE FROM 3" STEEL ANGLE SUPPORTS AND SECURE TO VAULT. ANGLE SUPPORT FOR FIBERGRATE . 411. ' . . ... :a , ... · ... ,i · ... :·.,_ .. '_, '_. ~· .... ·.,· :. I-BEAM CROSS SUPPORT PROVIDE HEAVY DUTY, STAINLESS STEEL HINGE. SECURE HINGE TO VAULT SIDES AND FIBER GRATE WITH ~~:~~ ~i~wS:tt~iiN -----n--- HINGE AS SHOWN_ ---···· · ····--· /~ FIBERGRATE UNI I - 3" ANGLE SUPPORT VAULT SIDE HINGE DETAIL FACTORY APPLIED SLIP RESISTANT SURFACE FIBERGRATE VAULT COVER FIBERGRATE DETAIL BTS VAULT GRATE AND GRATE SUPPORT DETAIL N.T.S. I-BEAM SUPPORT DETAIL SLIDE PLATE -MINIMUM 1" OVERLAP REQUIRED --.,___ SET BOLT INTO VAULT TOP TO ALLOW FREE MOVEMENT OF SLIDE PLATE -----"'ls----- • . . VAULT EXTERIOR . . . '4, • .. . . .. .. • . • .. . . ' . . ' '• '• . . . • .. . •• • ' . ' .. 4 ., .. .. . ' • .. ' • a •' . . .. ~ 4 . . 4,r 4~ U-BOL T SET INTO VAULT SIDE FOR LOCKING DEVICE SLOT IN SLIDING MECHANISM FOR U-BOL T. SLOT MUST ALLOW FREE MOVEMENT OF SLIDE PLATE. EPOXY U-BOL TINTO CONCRETE VAULT MIN. 2" DEEP HOLES VAULT LOCKING ASSEMBLY N.T.S. @ .. " . .;. . ' 3" X 318" STL PLATE SIDE RAILS 3" X 3/8" X 1'-0 1/2" BENT PLATE WALL ANCHOR 8 112 "L AT 4'-0" O.C. 4" 3/8" EXPANSION ANCHOR INTO CONCRETE MIN 3" EMBED WELD TO SIDE RAILS ---1" DIA. STEEL BAR RUNG AT 12" o.c_ MAX. WELD TO SIDE RAILS --'-1)-~~_._- • 1,, 0 3" X 318" X 1'-0 1/2" BENT PLATE WALL ANCHOR 8 112 "L AT LADDER BASE 4" BTS VAULT LADDER DETAIL N.T.S. DEV • ·Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 :: PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 '-ISSUED FOR: ====================~ [I BUILDING PERMIT 11 - - REVISION HISTORY• . No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: I ' I ! ' I ! ' ·-·- ~ 06/1512007 MINOR RE vs. BJT LC IA 3/2212007 ISSUED FO R BPS BJT LC &I 2/2612007 1 ISSUED DE SIGN REVIEW BJT LC . . PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 BOT MARYSVILL 206-85 E, WA 98270 1-1106 -- [ DRAWN BY, CHK. BY,-APPV. BY,~ I JL I BJT I AM ~ LICENSURE: ============: -EQUIPMENT:==========~ WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT . = DRAWING INFORMATION:======:::::! DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LA TEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED_ = DRAWING TITLE:===================: VAULT DETAILS -DRAWING NUMBER:================: 2 9 2007 El\JEO A·3 • .. · ... • • · ... ... . • •. • -.. ~: ,-1-.-- L _I I I I ,,-,- (P) EQUIPMENT VAULT (TYP) 11-1-1 _ -·--------------=-=-·---::::::::-== ----· ,--.-,.,-----·-··--···e1 L _J _ L J I I I -,-i-·1 (P) SUMP FOR DRAINAGE L_j __ _ COLLECTION \ -------------------- ................... _ -------·-· -( __ ~- ·• ~ .... ',,ii·· •.. ~··" .. .. . . ... ' ·. "· ., . ,a._', A • 1 (2) 10" 0 X 24" DEEP SLOTIED PVC PUMP ~ f1lY SUMP WI 2" WASHED GRAVEL AT BOTIOM _.,....,--~-- : <·Y.-,0;.,-:, @~T·~OBILE PUMP DRAINAGE DETAIL LittteGIANT® Big John Submersible Sump Pump ® Pump Company 6 SERIES Features 11 Cast iron pump housing with protective epoxy coating for corrosion resistance " Oil-filled motor housing for lifetime lubrication and rapid heat dissipation 11 1/3 HP Shaded Pole Motor " Stainless steel screws, bolts and handle to protect against corrosion " Mechanical seal (stainless steel spring, nitrile parts, carbon and ceramic faces) to assure maximum protection against pump failure " Bearings: Upper and lower sintered sleeve bearings for extended motor life 11 Thermal overload protection 11 Manual and automatic models 11 Automatic operation with pressure switch activates pump when water level is between 7" and 1 O". Pump shuts off when water level falls to between I" and 4" (Pressure switch is non-adjustable) " Automatic operation with piggyback mechanical float switch activates pump when water level is between 9" and 10-112". Pump shuts off when water level falls to between 2" and 3" (Pumping range is adjustable) " @~ ll5voltmodels Heavy Duty Power Cord OIMUled To l}lg"'IPflltl-Heal for Extended Pump ure Autom!IUc Operauon Wllh Ptessure SwHi:h Ci;i~t Jron HOU!ill'lg Wltft Protli!i;.tl:Ve Epoxy Coating To R&:':!l~t Corr011fon St.ilnless Steel Sc:re-.v!i= CRS Nan-CICl!J lmp11l~r 1inglr1e .. red To Enh;mce P~rfo1rmmce (Or With Piggyback 11em-0te Float SWlti:h•Na-t Shown) & Rellab!lity For residential and light commercial use, the Model 6 Series sump pumps provide efficient and reliable service . .For extended or continuous use in moving large volumes of water, these pumps fo1ture a 1-1/2" discharge with a maximum lift of 18', a polycarbonate cover and a polypropylene volute/base. A choice of manual or automatic versions with various switch configurations provides user with the right pump fortheir needs. . .. .. ,, ~ ', ,f' 1·. . . ~ ,· .. • -... ;.;. (P) LITTLE GIANT 113 HP SUMP ----PUMP MODEL 6-CIA (TYP OF 2) ---/ (E) CATCH BASIN ~--10'-0" x 6"0 SCHD 40 PVC FOR FLOW DISPERSION; CORE (E) CATCH BASIN AS REQUIRED; MATCH CROWNS OF (E) INVERTS 1-112" SCHD 40 PVC 1-114" PVC GLOBE VALVE 1-114" PVC CHECK VALVE 1-114" SCHD 40 PVC (P) SUMP FOR DRAINAGE COLLECTION : ._--·i_:_' ::_>'!' ·_._ ., ~-w_ ·_._,!i, Specifications MOOE;L ll•M ---1!9>,--. NO. LISTING 6·CIM•ll 506271 UL/CSA 6-CIM-R 506274 UUCSA 6•CIA 5D6125 UL/CSA '°6•CIA•RS 506267 UL/CSA 6-CIM 506266 6..CIA I 506158 Ul./CSA 6-CIA , 5'06168 UL/CSA L 6-CIA 1606166 -~~~·CIA-FiF$ 506171 UL/CSA HP 1/3 1/3 1/3 1/3 1i.l 11, 1/3 1/3 1/3 6 SERIES --,,. AMPS VOLTS ~ 115 9.0 115 9.0 115 9.0 115 9.0 230 4.5 115 9.0 115 9.0 230 4.5 115 9.0 6-CIM-A 1-1,'4' Fl,f'T:< 1-1:2" M~F'T ,',DAFTER 6-CIA FLOW (GPM<iHEAD) WATIS 5 10 15 720 46 .. 12.5 720 46 29 12.5 720 46 28 12.5 720 46 .. 12,5 720 46 29 12.s 720 46 29 12,5 720 46 ,. 12.5 7"0 46 29 12,5 720 46 29 12,5 SHUTOFF HEAD lFT.I ,a 18 18 18 18 18 18 18 18 PWR.CRD. WEIG~T DIMENSIONS P.S.I. tfT,l ILBS. IH XL X W)J.!fil_ 7.8 10 16.60 7,25lC9.50X7,25 7,8 26 18.00 7.25 X 9.50 X 7.2!1- 7.8 25 18.50 6.00 i.: !).GO x 8,1;50 7,8 10 17.60 7,25x9.50x7.25 7.8 12 18.75 6.00 X 9.50 X: 8.50 7,.0 8 18.00 6.QI) .X !;).(jl) X $,QQ I rn 10 17.75 6.00 X 9.50 X 8.50 7,B , • 16.GO 6.00 X 9.50 X 8.50 ,., I 10 17.5,0 7.25X9.50X7,25 ~----"""' All mae(!ls are 60 !-!z, CIM •• Manual CIA -AUl{lmatic "'Manual pump wllh RS·5 diaphragm switch ir.clu&c!' to co1w0t'l lo automatic operaliun. ~~Mam1al pump with piggyback rnwhanical lloai switch irn:11.t<:fod !or automel!c ope~lon. Con@uous Duty lb!OO -"Li!l!o Giarr! Wa$1Cwat~r ~unip:. are ra\ed continuous duty es lano asthi:;y are mn witl1in tlw puhlishad raUngs fo rthasa pomps.I' Fi .... ow-L.1TERS/U1NUlE 0 !CO 200 .WO .ID '"::i,,,~L -,1........._,_l ,..l.,,,t·-l .L .... J. L .... L ...L-_,:, ~ - ~ -~ ~s ----· ---+---+-~-+- ,o ~,t-+-+-+-;-t-+-+-+--+--,,-$ ~. ~ ~" ............. ., .. ,.. -r--·-i---i---1--; ..... 5 ~ ',,-s,--"l,,c-l-l---l--t--1--1·---l-t--+ ~ -r~.......... _-· ~ 11) 1 ~ . -!-"t: ... -+---1-1--+----3 :r ' _, "',l--+--+--+-t-t-+--+--+--+-,::-' ll """Cm..fm·<f,rrrr ffTT TT11 TITT nTTl1Tf n1TTTTT-Q 0 :l!ri 40 &O ao "" FL.OW-GALLONS/MINUTE #5 115V 60HZ A-KW5 www.LittleGiantFump.com "ftn~trueJLon Cover Motor Ho1,1sJ-;;;;--·-· ... 1m~ell111r Material lmDeller e Volute ~-·-··-""' Power Cord Machanlca-1 Shaft Seal Fafltf!"ners Shaft Bearings- -"-""~·~ Polvoarbonete Enoxv Coated Cast Iran ,J,!yfon ... _.,~ .. --~ Non-Cfo1:1 Palvotoov[ene 10/3SJOW·A Nltrile w/Curbon & Cerami~ Far,;e~ Stalnles151 §teel Cold Rolled Steal Upper: Sintered Iron/Copper, FranEJed Sleeve L.ower: Sintered lronrCopper, -Ffang_ed ShlttV6 Little Giant Pump Co. PO Ilox 12010 • Oldahoma City, OK 73157 Phone: 405,947,ZSll • Fax: 405.228.JS:SO E~m.ail: custnmnscn1ce@llttlcgiant.com ·~~~ fom,. No. 995201 • 07/03 T-MOBILE VAULT DRAINAGE PIPING DIAGRAM N.T.S. NOTES: 1. CONTRACTOR TO POTHOLE AS REQUIRED AT (E) U/G UTILITY CROSSINGS, ADJUST AS REQUIRED TO ELIMINATE CONFLICTS. 2. CONTRACTOR TELCO ROUTING SHALL MAINTAIN HORIZONTAL AND VERTICAL CLEARANCES FOR WATER, SEWER AND STORM PER KING COUNTY R.O.W. STANDARDS. @~~BMERSIBLE SUMP PUMP DETAILS ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE [425) 398-7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -ISSUED FOR: [I BUILDING PERMIT - - REVISION HISTORY• • No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: ' ~ _______ ! - I & 06115120071 MINOR REV S. BJT -- IA 3/2212007 ISSUED FO ----- & 2/2612007 ISSUED DE PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851-1106 LC [ DRAWN BY: ICHK.BJBTY: =l~PPAVM. BY:~, I JL ~ LICENSURE: ====================::::::: EXPIRES _EQUIPMENT:------------ WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. = 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:----------- VAULT DETAILS (CONTINUED) -DRAWING NUMBER:========::::: , N' pl !\NNING DEV~r i1·ranoN A-3 .1 J JN 2 9 2007 ·EC i \VED . --,/1/'-----2'-6" ____ /,,,/:___ ___ 2'-6" ----71/''-/ ___ 2'-6" ----71,'---/ ___ 2'-6" -------,/rt/ ....,I,_/ ___ 2'-5" ----,f-/ / / / 71/'------2'-5' ------,f-/ , f- I (P) PURCELL POWER CABINET \ \ 1, ' I I ' I I _J [ 7' ' I' i----------- I [ ...••..... ] I illlt -'""'-. . , .. I t ~ D ·- I (P) PURCELL POWER CABINET ' [[3] ! . .. ' I -~ I ·1 '!1 _ ----= 11 ---------·-···-· - I I (P) NOKIA ULTRASITE CABINET I~ 1; !~ I~ ~ I~ 1;== ;;;§_ I~ ,_ '= ~ ~ [DJ ' "---- ' C ·= = = -- '!~ !- (P) NOKIA UL TRASITE CABINET ·, 'I fi i; 'I I. 'I - I I I I I I I I ' I ' I I I I I ' ' ' I I I i r I I I I I I i I I I I I I I \ I I i I I I: I '. I I I I I ; I I I, I I ' d, r== _, = = === = '.ccr4' 1 I I (P) FUTURE SPACE FOR NOKIA FLEXI CABINET "UMTS" ' I' I' (Pl FUTURE SPACE FOR NOKIA FLEX! CABINET "UMTS" ' I' 6'-4" ' I' rn ----------- ~-I \, -- . (P) NOKIA ULTRASITE CABINET @ ~~UIPMENT CABINET ELEVATION EQUIPMENT WEIGHT (1) NOKIA UL TRASITE BTS: (1) NOKIA ULTRASITE BTS: (1) PURCELL CABINET: '740 LBS 740 LBS 2642 LBS 132.3 LBS 4254.3 LBS PLINTH ANCHOR 112" X 4-112" REDHEAD SLEEVE ANCHOR (TYP) (P) NOKIA UL TRASITE CABINET PLINTH (TYP) L (P) PURCELL POWER CAB INET PLINTH (TYP) .-,o,C----~---~o-Lr-:Lc~· ===~=======~===~~":::11!1[::::o~===~==:'.".'.:::===~====;oJi[.='i = =1 = = = = =1= =-;• I I I I I r-L_..1_ ___ _1___.....1-,r---.1...----'------'---''--)1 ' J __ -------' l. , ~J...__.__ __ __._ _ __.___., II IL r---:-----1---r _J " '-;,l:;fr/--t-112" II : 112" I I I 1-c,M-"-t-112· • , -*-t I I I r _L _ _JL ___ .....1-_--1:-,r--;:1----'------'--~11 -L --__ I ___ --------___ [ ___ -__ l --; 1;:::::;0~===~=======~===::'.::0:; L;o'.,__ _______ -"--, ~11,~o:....__ ________ c _I; I;'-__ _ _ .... __ -.. ----- (1) NOKIA FLEXI UMTS: TOTAL EQUIPMENT WEIGHT: . r -------------------------------------- i ,. tr __ J --1 I I I : [ I - ' - ' ; I I I I I I I I I I (P) PURCELL POWER CABINET V (P) NOKIA ULTRASITE CABINET (P) NOKIA UL TRASITE CABINET I/ / ,3 " / / ---,.,·1 ~========--I I I (P) FUTURE SPACE I NOKIA FLEXI 0 " --·· ---""t:AB1NET"UMfs•--__ ,, ..... -· I I I I I I L,-=====;==~L-..:'(r.:-----r)..L_-Cl._~========-=--J)--i:-:-:-: :-::-:_:-:_:-:---r-- -· '~·--·-·-~ '/ -----+/ --------,l<f-"----2'-6" -----7.l>i'------2'-6" -,I"--'---2'-6' -----,,.<151~/ ___ 2 '-6" , , , ' I I I I @ ~~ 8 S EQUIPMENT PLINTH DETAIL I I 2'-6" I I I I I _: _____________ _ ' REQUIRED MINIMUM I SERVICE CLEARANCE ----------1 I I I I -------------------------------------~ ® ~~~VICE CLEARANCE PLAN ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 =PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -ISSUED FOR: ====================~1 [I BUILDING PERMIT I ~ REVISION HISTORY: No. DATE: DESCRIPTION: CHK. APPV. BY: BY: I ! -·-------- ~-----··- I ~- & I 0611512007 MINOR REVS. BJT -- b 3/2212007 ISSUED FOR BPS BJT I I & 2/2612007 ISSUED DESIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851·1106 -- LC LC LC DRAWN BY• IC. HK.BJBTY: =1A·:~ BY,111 [1 ,~ ======· ==========~! I LICENSURE: EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. 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 STR ICTLY PROHIBITE D. DRAWING TITLE: ==========i BTS EQUIPMENT DETAILS DRAWING NUMBER:=========::; A·4 4" FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING 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 @ ~T~ECTRICAL SERVICE TFIENCH r 24" MIN. 4" ' i'' 6 1/2" MIN. ~---FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING ~--UNDISTURBED NATIVE SOIL ~:t}i--.._ __ 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 ~-----(4) 4"0 PVC COAX CABLE CONDUITS ~-----(1) 2"0 PVC COAX CONTROLLER CABLE CONDUIT @ ~~AX CABLE TRENCH 4" ' ' ' ' FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING UTILITY WARNING TAPE --...___ __ 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 (Js) !~_LCO ~EFIVICE TRENCH IN CASE OF AN EMERGENCY CALL 1 ·888-662-4662 Site No: __ S;...E_4_6;...1_9;...A.;;__ __ _ Site Name: 3RD & ANACORTES '"'""""===--------=-~-, I @ ~Tl~E SIGNAGE DETAIL 4" 6 1/2" MIN ~---FINISH GRADE OR AC PAVING MATCH SLOPE THICKNESS OF EXISTING ~--UNDISTURBED NATIVE SOIL 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 BUFllED 4" PVC TELEPHONE CONDUIT (2) 6 PAIR DROP @ ~~WER/TELCO SERVICE TRENCH @ ~~sTENNA LAYOUT ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 ;:. PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -ISSUED FOR: ====================::: [1 BUILDING PERMIT 11 -REVISION HISTORY: No. DATE: DESCRIPTION: CHK. APPV. BY: BY: --------- -- ---- & 06/15/2007 MINOR REVS. BJT LC . ----------------- b 3/2212007 ISSUED FOR BPS BJT LC ! & 2/26/2007 ISSUED DESIGN REVIEW BJT LC -PLANS PREPARED BY: - B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851·1106 RAWN BY: CHK, BY:= APPV, BY: - [1° JL BJT AM u LICENSURE: ====================: -EQUIPMENT:------------ WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. = DRAWING INFORMATION:===========~ DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: ==================:::::: GENERAL DETAILS -DRAWING NUMBER:===============::! f ~ N1 PLANNING DEV Ii o -REMlOM Jl l'l 1 9 WO? R . E\\IEO A·S .___ ____________________________________________ __J WIRELESS STRUCTURES CONSULTING, PC Tom Palmq Andrew Corporation 154 Knotter Drive Chesire, CT 06410 April25,2005 Subject: MC-RM:1030-3 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: Desigo Standards: TIA/EIA 222 Rev F, South Florida Building Code, ASCE 7-98, and 2003 !BC Desigo Wind: Desigo Loading: Materials: 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 (12) -5' x I' Panel Antennas ( 4 antennas pet sector, 3 sectors total) Pipes: Tubes: Plates: Threaded Rods: Welds: ASTM A53 Gr. B (F,. <'. 35 ksi) ASTM A500 Gr. B (Fy <'. 46 ksi) ASTM A36 (Fy <'. 36 ksi) AS!M Al93 Gr. B (Fy <'. 105 ksi) E70:XX Electrodes per A WS D l. l Based on our analysis, we have determined that the ring mount is structurally adequate for the design lo:1ding listed ab9ve. The total Effective Projected Area (EPA) per TIA/ElA-222-F, of one platform with twelve antennas, is 61.6 square feet with no ice, and 68.7 square feet with Yz'' radial ice, If you have any questions or c:ol1)Illents relating to the above information, please contact me directly at (503) 587-0101. Sincerely, Adrian McJunkin, PE President . IQ 2735 Gilbert St. S • Salem, OR 97302 • 50).587.0101 • ,.nobile 503.871.7335 •fax 503.218 .. -··-·-·---· www.wscengineering.com @ ~~EC SHEET ] T-MOBILE ANTENNA, TYP MTS LOW-PROFILE CHAIN MOUNT (SIZE TO SUIT) (PART# MT-241-63) T-MOBILE LNA, TYP ANTENNA CLOSE MOUNT ISOMETRIC N.T.$. ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 '-ISSUED FOR: ====================: [I BUILDING PERMIT 11 ~ REVISION HI STORY: OESCRIPTION: CHK. APPV. BY: BY: No. DATE: r-------------------- ---- & 06/15/2007 MINOR REVS. BJT LC ----------------- & 3122/2007 ISSUED FOR BPS BJT LC -------------- b 2126/2007 ISSUED DESIGN REVIEW BJT LC -.-PLANS PREP ARED BY: . THOMAS, P.E. 7 BOTH AVE NE B.J 760 MARY 2 $VILLE, WA 98270 06-851-1106 CHK. BY:= APPV. BY: - [1DRAWN ·:~ BJT AM u LICENSURE: =====================: ,....EQUIPMENT:------------ WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. ':: DRAWING INFORMATION:------- DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LA TEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: =================::::: ANTENNA MOUNTING DETAILS .... DRAWING NUMBER:================::::: A·6 8:yleA @ 0 $\yle B TypeN: 1,7°2.3N·m (15-20 lb(1n) r,1sofft 25-30 N·m (220-265 lbf-in) ANTENNA DETAIL N.T.S. Attach top mpunt assell'Jb!y to top mounting plate o1itach;.q to !hi, antenna as shown. Firiger tighten. · ANTENNA ASSEMBLY· STEP 2 N.T.S. ----------------------·· ~----- Quantity· 2 2 2 2 1 4 14 2 6 4 6 2 8 8 4 1 Item Numtier (s~e illustrations, above) CD (?) G) @} ® ® 0 ® ® ® (i]l @ @J @ ® @. Attach antenna assembly to pdle. Fingertighteri. Andrew Parj: Number $01257. 601256 60123.5.'1 601235) 601258 '300679~;) 100525-24 sob4·1s,e 204b03-6 600419-10 204001.15 225244 600419-24 204001-21 600419-12 601584 D~scriptl\'.11'1 Ang!ewm Mciuntirig cl,unp Bracket Bracket Labetangla Spacertul:;le Me flat WMh~r (srninless steel) MB,x 1'.25 x :25 mm large carriageJmlt .(stainiess steel) MB loc,kw"!sher ($tai.nless sieelj M8.X1 :25 Xf10 rnm large ~exheadsc;rew (siainless steeQ MSx 1:2.5 hexnut(stainlesssteel) Olamp pla,te Uirge .loci, washer (~ainless steel) M12x J:1S·hex nut (stainli1ss ,.t.,etJ M 12 x L75 X 150 mrh large carriage bolt (stainless steeQ Molybdenum disulfide grease I -~ . I Arit8_r)i.ia.PiVQt _hol_e_ to p1yQt,.i10Je··diniensiQn. "f'·,,. __ , \iarie; by anterina. I ";_,__ : / "'II @ ~~TENNA ASSEMBLY· STEP 3 At\ach bottom mount assembly to bottom mounting plate attached toJhe antenna: as shown, Finger tighten, ® ,:lpply gmasetolhc,aas / / ANTENNA ASSEMBLY · STEP 1 N.T.S. ® Attach the label.thatmatches the pivot hole to pivi\thole length ofthe.ante.nnato .eithElrside ofarm. Use the pointerto setthedowntiltangle. J ' ·-.. ~)~·.· .. ( \' "CC' .·~ • . . ·· ·.\ ·v• ._.···.!O=:::._i)'Jffez \ ,', • ' .. ·' tl ti,~'.' • \'::fl" ?j/' ·,." ' .. ···.· .. ·.··•..• ·.•·.· .... ·· .:., tAC , .-_, .. . -'-,._~~ Tighten 'all hardwari1. ® ~~TENNA ASSEMBLY· STEP 4 Notice ~ ••• __________________ _ The in~taUatjon,.ma.interanc~, or rempval ofan ant.,nna riiqui(es qulllified, expf:irieripecJ personnel.And'.ew instailation insfrtictions are written-fo(such installation pilfsonnelAntenna system.~ shoul.d be inspected once a Y"'\f by qualified pensonnel to.,;erily proper install;,1tion, 111.<1.int~nance, and. co11dition of<lquipi:nent. Andrew Corporation. 10!'.iOO West153rd Street Orland Park, IL U.S.A. 150462 Telephbne,708-349-3300 FAX (U. S.A:) · 1-800°34 9-5444 Internet: http:JA,vwwandrew.com Customer Service, 2.4 hours: U.S.A. •Canad.a •.Mexico: 1-800°255-1479 Uk:: 0800 2.50055 Printed in U.8A. 05102 Other Europe!; +44 1592782612 Co~yn9nt ©2062 \lyAndrew Corpo,al,pn AilcfreW disclaims anyJiabilfy or resppnsit:,ility fort.he result~i\f im_prppli/r_or unsafe•installation. or rhajnten~:11,~~ pr.attite.s._.: · , ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 =PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -ISSUED FOR: ====================:::! [I BUILDING PERMIT 11 - - REVISION HISTORY· . TION: CHK. APPV. BY: BY: No. DATE: DESCRIP I I ----------- --··- I ~~ --. -- I -- ' vs. I BJT LC & I 0511512001 MINOR RE R BPS ! BJT LC -------· ~i 3/22/2007 ISSUED FD ··-& I 212612001 ISSUED DE SIGN REVIEW I BJT LC PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1·1106 -- [ DRAWN BY: CHK. BY: -APPV. BY:~ I JL I BJT I AM I 1 ~ LICENSURE: ==:=:=:=:==:=::==:=:==! = EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. = 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:==========:::! ANTENNA ASSEMBLY DETAILS = DRAWING NUMBER:================~ A-7 \ \\ \ \ GRAPHIC SCALF 20 20 " 80 I ~' I I (Jt, fEETJ l inch = 20 tl. .. ··• / \\\ \ \ \ \ \ TAX LOT# 3211000520 / -----', \ \ \ \ \ . • \ \ 10' WALKWAY EASEMENT~ \\\ PER PLAT ---\ ' \ LATITUDE/LONGITUDE POSITION TAX LOT# 3211000540 \ \ \ \ \ \ \ I .. FOUND 2" BRASS DISK WITH "X" IN CASE, DOWN 0.9' \ \ \ \ \ y SEWER MANHOLE RIM=394.4 IE=387.2 1 O" PVC(NE) UTILITY POLE WITH TRANSFORMER (# SLAJ2468) \ \ \\ \ •. \ \ \ I \ \ TAX LOT# 3211000810 \ .,-,/ .. TAX LOT# 3211100110 . \ \ • •. \ \ \ \ TAX LOT# 3211000530 \ \ \ \ \ ,\ \ CENTER OF SUBJECT POLE SEE DETAIL CATCH BASIN RIM=394.8 IE=393.5 6"(SW) \ \\ \ SITE BENCHMARK \ ELEVM~G3:~~ \ \\ \ STORM MANHOLE RIM=395.0 IE=390.1 10" RCP(SE) IE=390.0 10" RCP(NE) \ 1E=3B9.9 12" RCP(S) • \ \ \ MAILBOX (TYP.) SIGN (TYP.) FOUND 4" X 4" CONC. POST WITH 1 /2" COPPER PLUG AND PUNCH, IN CASE DOWN 0.55' \ \ \ \ TAX LOT# 3211100120 TAX LOT# 3211000820 H[A THER DOWNS DIV. NO. 1 \ \ \ \ ROOF PEAK EL.=410.5' \ \ H[A TH[R DOWNS DIV. NO. 2 TAX LOT# 3211100130 \ \ \ \ \ \ \ \ \ \ \ \ \ SITE DETAIL \ \ TAX LOT# 3211000510 \ \ \ I \ TAX LOT# 3211000500 \ \ \ \ \ \\ \ / CATCH BASIN RIM=395.1 .------~o TREETOP . El.=471.50" IE=393.5 10" RCP(N::2.,--- 2 MAILBOXES ON CONC. PAD \ \ TAX LOT# 3211000830 ~ o? _- _-UTILITY POLE WITH TRANSFORMER (# 13517) MAILBOX (TYP.) TAX LOT# 3211000840 ffi 5' UTILITY AND DRAINAGE EASEMENT\ TELEPHONE RISER ,,.,. TAX LOT# 3211100140 \ \ , \ TAX LOT# 3211100150 \ \ \ .. \ \ \ TAX LOT# 3211000490 -- \ \ \ \ -- \ \ \ \ _./' --/ --.--------------------, \. ~ / ~ sS / --SEWER MANHOLE RIM=399.9 IE=.392.7 10" PVC(SW) TAX LOT# 3211000850 / \ \ \ \ LEGAL DESCRIPTION \ \ \ \ HT.=23.6' HT.=20.6' HT.=39.2' ~HT.=38.4' HT.=27.4' HT.=25.1' HT.=21.5' ELEV.=395.6' LOT 1, BLOCK 4, HEATHER DOWNS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 62 OF PLATS, PAGE 28, IN KING COUNTY, WASHINGTON. EASEMENTS ffi CORRESPONDS WITH ITEM NUMBER IN 'RECORD MA HERS' 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. ffi NOTES COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS PER RECORDING NO. 5026835, RECORDS OF KING COUNTY, WASHINGTON. 1) TITLE INFORMATION PER ORDER NO. NCS-276479-WA3, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED JANUARY 19, 2007. 2) FIELD WORK CONDUCTED IN FEBRUARY, 2007. 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83). 4) 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. 5) UNABLE TO SHOW DETAIL ON ADJOINING LOT DUE TO RESTRICTED ACCESS. /',,. GENERAL SITE LOCATION NE 4TH ST SITE VICINITY MAP -NOT TO SCALE - LEGEND ----------SUBJECT BOUNDARY LINE ------RIGHT-OF-WAY CENTERLINE -RIGHT-OF-WAY LINE -ADJACENT BOUNDARY LINE --SECTIONAL BREAKDOWN LINE -----DP-----OVERHEAD POWER LINE -----UP BURIED POWER LINE -----G BURIED GAS LINE -----OT OVERHEAD TELEPHONE LINE -----UT BURIED TELEPHONE LINE -----W BURIED WATER LINE -----ss BURIED SANITARY SEWER -----SD BURIED STORM DRAIN -DITCH LINE/FLOW LINE · ROCK RETAINING WALL -VEGETATION LINE ----------CHAIN LINK FENCE -------WOOD FENCE ----------BARBED WIRE/WIRE FENCE ~ TRANSFORMER v FIRE HYDRANT P:: LIGHT STANDARD M GATE VALVE [EJ POWER VAULT EE WATER METER 12] UTILITY BOX A FIRE STAND PIPE p UTILITY POLE D CATCH BASIN, TYPE I E--POLE GUY WIRE @ CATCH BASIN, TYPE II m GAS VALVE _[]_ SIGN [Q] GAS METER 0 BOLLARD OJ TELEPHONE VAULT D MAIL BOX D TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM . 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE A CC URA TE TO ± 3 FEET OR ± 1 % OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE 0 AL12 -TRUNK DIAMETER (IN) AL=ALDER MP=MAPLE DS=DECIDUOUS MA=MADRONA OK=OAK CH=CHERRY '----TYPE EVERGREEN TREE * DF18 195.2 CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK Pl=PINE EVG=EVERGREEN '----HEIGHT AGL IF MEASURED NOTE: 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 SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA PROJECT AREA 3211000830 4401 SE 3RD PLACE RENTON, WA 98059 CHARLES GITCHEL 425-225-0077 R-8 (RENTON) 9,000± S.F.(0.21 ± AC.) TO BE DETERMINED LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF SUBJECT POLE: NAD 83 NAVO 88 LAT -47'28'47.45" N ELEV.= 395.6 FEET (GROUND) LONG -122"09'38.65" W BENCHMARK IS "SEAi" NGS GPS CORS STATION. ELEV = 66.17' ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. SURVEY REFERENCE THE PLATS OF HEATHER DOWNS DIVISIONS NO. 1 AND NO. 2, RECORDS OF KING 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 EXIST IN 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, lw:. 145 Sfr 155th Street. S11ire 102 Seartle, Wus!ii11gto11 98166 Pho11e 2()6.24./.4141 Fen 206.2-f.l. -1155 • ®<1) ~ ~ = ·---$ ~ ~ 0 . ?" ~ '> • ~ • ~ ~~ (f) w I-n:: 0 u <( z <( oes 0 a:: CV') X ,--- Wu w (,() FLD. CREW: JA/JE FLD. BOOK: 162/68 DRAWN BY: MAC JOB #: 01808. 193 DATE: 02/09/07 DEVELOPMF'~ff Pl . crry o '"' .!\NNING FRENTON /JUN 2 s 2~J7 RECEl\fi':D C1 1 OF 1 ·, -J>~. ·.o-·o. ',")7' ·,Y., (4) 4" U/G PVC CONDUITS FOR COAX ·. ·, ROUTING FfWM UTILITY POLE~\._ ', ci' (12) 7/8" COAX ROUTED FROM BTS ·._o·-. EQUIPMENT TO ANTENNAS~ '{}-_•, \ ~\ CIRCUIT DESCRIPTION PANEL SCHEDULE A B 60 20 CIRCUIT DESCRIPTION _P_U_R_C_E_LL ___ ~o--'+-+--o~RECEPTACLE ---------0 30 o--------- _TV_s_s ____ ~ 5 ~------ --------0 0-------- -----. 10 -----. --0 o-+-+--< o---------" " ---0 o--t--+--< --------o-+-+--< o---------u " --0 -'" '" ---0 o---------" '" ----0 o-+--t---< o-------- 4 • o-. .o· -.y:\ .,_,-. ' ' ·,_ \', \ ·. \o •.O\ )'-. ·-. __ \ ... . ' ', \ -~~--(P) U/G TELCO PVC CONDUIT & POWER PVC v\-----------CONDUIT ROUTED FROM SOURCE (TYP) ........ ·' .·,.· .. , • . . (P) TELCO DEMARC (P) METER BASE PEDESTAL ~~-----(MIDWEST OR EQUAL) \ \ PURCELL CABINET p (P) HOFFMAN TELCO (P) ELECTRICAL PANEL "t) j SERVICE PANEL, TVSS, APPLETON GENERATOR PLUG, & DUPLEX GFI RECEPTACLE MOUNTED ON VAULT WALL (P) GENPLUG 1" PVC FKOM TELCO BOX TO BTS 1" PVC FROM ELECTRICAL PANEL TO BTS ELECTRICAL SITE PLAN 22x34 SCALE: 1/2"=1' 11x17 SCALE: 114"=1' 3" PVC FROM TRANSITION TO ABOVE GRADE EXISTING TRANSFORMER ------~ ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL Bl: COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTFilCAL CODE AND ANY LOCAL, CITY OR COUNTY CODES THATMAYAPPLY. 2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 3. CONTRACTOR RESPONSIBLE FOR PERMITTING, FILINGS, INSPECTIONS AND TESTING AS REQUIRED BY THE PERMITTING AUTHORITY AND T-MOBILE. 4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT, SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651, MANUFACTURED BY WESTERN PLASTICS OR CARLON. ALL BENDS SHALL BE 30" MINIMUM RADIUS. 5. CONTRACTOR SHALL CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 6. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 7. CONTRACTOR SHALL PROVIDE AND INSTALL A 2" PVC CONDUIT WITH PULL ROPE FROM THE TELCO LINE BOX AND THE TELCO DEMARCATION POINT. 8. CONTRACTOR SHALL PROVIDE AND INSTALL A 2-1/2" PVC CONDUIT FROM PSE SERVICE/DEMARCATION POINT AND METER BASE OR SERVICE PANEL WHERE APPLICABLE. 9. CONDUIT USED INDOORS SHALL BE EMT AND RMC FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR EMT (SET SCREW FITTINGS ARE NOT PERMITTED). FOR ALL STUB-UPS, USE RMC. 10. WIRES AND CABLES SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITH NO SPLICES ALLOWED. 11. ALL JUNTION AND OUTLET BOXES SHALL BE LABELED WITH KROY TAPE OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. 12. THE DISTRIBUTION PANEL SHALL HAVE A TYPED LEGEND IDENTIFING THE LOADS AF ALL CIRCUIT BREAKERS. 13. CONTRACTOR TO INSTALL CONDUIT SEALING COMPOUND, BLACKBURN DX DUCT SEAL OR EQUAL, FOR ALL CONDUITS AFTER WIRING IS PULLED AND TERMINATED. ELECTRICAL DISTRIBUTION PANEL "PP1" 112" RMC WITH (2) #12 AND (1) #12 GND DUPLEX GFI RECPTACLE WITH WEATHERPROOF COVER 1--,,31,-4.,,'' R,.,M,--C_W_IT_H_~----TVSS (ACDATA SOLUTIONS) (5) #10 FURNISHED BY T-MOBILE 1--1,,,":-C::-:H,-A:-:S-,-;E,-N.,.,I P-:-P-:::L,-E=:,:---1--PU RC ELL CAB IN ET (3) #6 AND (1) #8 GND ELECTRICAL BLOCK DIAGRAM ELECTRICAL SERVICE PANEL "PP1" EYELANDER 200-28-1-200 200A, ~~) ;i~;~l~:21:2-40-V, 1_0,_m l GENERATOR RECEPTACLE APPLETON AJ20034-200RS 20012 -7 -WALKING BEAM INTERLOCK 200/2 20/1 60/2 30/2 ~ <+1--GROUND PER NEC -SPACE- ELECTRICAL ONE LINE LIGHTING PPC TVSS GFCI RECEPT. ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 ;:: PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 ~ ISSUED FOR: ================:::: [I BUILDING PERMIT 11 -REVISION H ISTORY: DESCRIPTION: CHK. APPV. BY: BY: No. DATE: -------- ' ' ~ ' ---- ~ 06/15/2007 MINOR REVS. BJT LC ---- ' ISSUED FOR BPS BJT LC b 3122/2007 &I 2/2612007 I ISSUED DESIGN REVIEW BJT LC -,....PLANS PREP ARED BY: . THOMAS, P.E. 7 BOTH AVE NE B.J 760 MARY 2 SVILLE, WA 98270 06-851-1106 CHK. BY:= APPV. BY: - [1DRAWN ·:~ BJT AM ~ LICENSURE: ====================~ EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. 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:=========:=:::: ELECTRICAL SITE PLAN -DRAWING NUMBER:==========: -111\NN\NG oEVEciii~ J~! N ON JUt 7. -UO? ·~, ED E-1 • BOND POLE TO GROUND RING -- ~"1-....J•,L---------AGB AT TOP OF POLE BELOW ANTENNA ARRAYS BOND ABG TO MGB NEAR BTS EQ UI PMEN T WI #2 GREEN STRA NDED THWN ---___\\\----~ \ \ I \ \ \ \ I I BOND ABG TO MGB NEAR BTS EQU IPMENT 1 \ I I \ \ \ . I I \ I \ I \ I \ \ \ \ \ \ \ \ WI #2 GREEN STRAND ED THWN ----_::\\,---~ \ \ \ \ I \ \ I I \ _.. .r" / ·-- MG B NEAR BTS EQUI PME NT TYPICAL CADWELD BOND (SEE GROUNDING NOTE 4 & SHT. E-4 FOR ADDITIONAL IN FORMAT ION ) I \ I I I \ \ I I \ I I I I I \ I I \ \ \ I \ BOND GROUND HALO TO WALL MOUNTED MGB BOND WA LL MOUNTED MGB TO GROUND RING I I I I I I I I I I I I I I I I \ I \ I \ I I I I #2 SOLID BARE TINNED CO PPER WIRE SITE GROUND RING ~ GRO UND ROD (TYPJ (SEE GROUN DING NOTE 7) \ \ I \ \ \ \ \ \ \ I \ I SITE GROUNDING PLAN 22x 34 SCALE: 112" = 1' 11x17 SCALE: 114" = 1' I \ \ BOND UTILITY EQUIPMEN T TO HAL O I I I I I _-4\ --I I I \ \ \ \ \ BOND BTS EQUIPMENT TO MGB WI #2 GREEN STRANDED THWN (SEE SHT. E-4 , DETAIL 5) I \ \ I \ \ \ \ I \ \ GROUNDING HALO AT TOP OF VAULT #2 THWN GREEN STRANDED \ I \ \ \ \ \ \ \ I \ \ \ \ MECHANICAL CONNECTION (TYP) (SE E GROUNDING NOTES 4 AND 6) GROUND INSPE CTION WE LL (SEE SHT E-4 , DETAIL 4) GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL E LECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CO NDUCTOR IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CL EAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BA C K TO BACK CONNECTIONS ON OPPOSITE S IDES OF THE GROUND BA R W ILL BE PER MI TTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO T HE MANUFACTURER'S S PECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6". 8. MAXIMUM RESISTANCE OF THE COMPL ETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND W IRES SHALL NOT BE INSTA LLED THROUGH HOLE S IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 10. GROUND BAR S SHALL NOT B E FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE 30". 12 . A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TE ST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUND ING SYSTEM WILL NOT EXCEED 5 O HMS RESISTANCE. THR EE DI STA NCES SHALL BE U SED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCE ARE SUBJECT TO A SI TE BY SITE BASI S . T-MOBILE -WTS SHALL BE GIVEN 24 HOURS NOTICE, BEFORE. TESTING IS TO BE DONE. THE COST ASSOCIATED WI T H GROUND TESTING WILL BE AT THE EX P ENSE OF THE CONTRACTOR SYMBOL LEGEND MGB Tr EGB Tr • • --•-- MASTER GROUND BAR 114"x4"x24" COPPER EQU IP M ENT GROUND BA R 114"x4"x 12" OR 114"x4"x20" COPPER EXPOSE D W IR ING UNDERGROUND WIRING CADWELD ME CHA NICA L CONNECTION 518"x8' COPPER CLAD STEEL GROUND ROD INSPECT ION PORT EXOTHERMIC (C ADWELD) BEL OW GR OUN D GROUND • ·Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 ::: PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 '-ISSUED FOR: ===========::: [I BUILDING PERMIT 11 REVISION HISTORY• JI R -. No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: I ' I ·---- I -,-- I ----- I ·-----I I & 0611512007 MINOR REV S. BJT I LC ' R BPS BJT I LC ---- & 312212007 ISS UED FO --· & 2126/2007 ISSUED DE SIGN REV IEW BJ T I LC : -PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 BOT MARYSVILL 206·85 E, WA 98270 1·1106 - [ DRAWN BY: I JL -LICENSURE: ~·"-~ .. ,, \ ,I_,t2 _1~, "• , 'q /o'i ''fl.Yr~~ <S' "-I l c,, ~/tfl ~' . ~ 1P -'(',,, (~1\ ... ,~ O' ~ iii v:i, . ~--~ , -...' I lnr .. ' ' i ~i 370 4.1 '' /<1:' :,,,"' ~ .. «tr,·r sr,s-:::?~,4 •.,'0,sri;N-·:e,,'-' ;.• (I> I <\L ,> 't •irn• [ EXPIRES ·-------------·- 08/2 5/07 ;=EQUIPMENT: W IRE L ESS COMMUN IC ATIONS FAC ILITY WI ANTENNAS LO CATED ON A 59'-11" AG L WOOD UTILITY POLE WITH BT S EQUIPMENT IN AN UIG VAULT = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUS T V ER IFY A LL DIMENS ION S AND ADVISE CON S ULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THI S DRAWING ARE SUPERSEDED BY THE LAT ES T REV ISION . THE IN FORMATION CONTAINED IN THI S SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIB IT ED. ::: DRAWING TITLE: GROUNDING PLAN :: DRAWING NUMBER: M NT PLANNING C -HE.NfOM E·2 N 'l 9 2007 • "E\\IED : ,,. - -, TYPICAL ANTENNA -SEE SHEETS RF-1 AND RF-2 FOR ADDIT IONAL INFORMATION ~ #2 TW GREEN TO AN TENNA MOUNT ___ ___/ GROUND BAR (GB) MOUNTED DIRECTLY BELOW ANTENNAS #2 TW STRANDED 000000000 000000000 000000000 GREEN WIRE ROUTED ___,,,,- W/ANTENNA CABLES ~ EXISTING GRADE l ANTENNA JUMPER CABLE. SEE SHEETS RF-1 AND RF-2 FOR ADDITIONAL INFORMATION GROUND KIT WITH WEATHERPROOF KIT, LOCATED BELOW ANTENNAS (TYP.) , ---------(1) #2 TW STRANDED GREEN WIRE FROM GROUND KIT TO GB (TYP. EACH COAX CABLE) I I I I I I I I COAXIAL CABLE -SEE RF NEW BTS VAULT -SEE SHEET A-4 FOR ADDITIONAL INFORMATION . , #2 TW STRANDED GREEN WIRE ROUTED W/ANTENNA CABLES ~ ------ :a.z=--------- / / I I S HEETS FOR ADDITIONAL I l -\t-------_INFORMATION =--1----- ''--~------------------------1 __ _ --------------------'---~========-=--------------=~ (1) #2 TW STRANDED GREEN WIRE FRO M GROUND KIT TO MGB (TYP. EACH COAX CABL E) #2 TW STRANDED GREEN EQUIPMENT GROUND WIRE OUNT MASTER GROUND BAR M ( w MGB) TO BTS VAULT INTERIOR ALL AT COAX ENTRY POINT - @ ~-~TENNA GROUNDING RISER ' r , " , L -· ~ ' ,j " ' ,, . t-----.. ., . I r---... I ., d GROUND KIT W ITH WEATHERPROOF KIT, LOCATED NEAR EQUIPMENT (TYP. EACH COAX CABLE) -EQUIPMENT J UMPER CABLES - SEE SHEETS RF-1 AND RF-2 FOR ADDITIONAL INFORMATION --1-.. \ I I I II "" =-i .I " "'' ?J \ ~ I r 00 000 00 I 0 I 00 000000 0 0 000000 " . -, ----" ., , . ., ' ,· ., . _,; J_ -;-, -~-#2 SOLID BARE TINNED COPPER WIRE TO GROUND RING ., EX IS TING GRADE a ·, k _, ' ,-,_ -- -- . ._, ' ' ' ' " d ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398-7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 '-ISSUED FOR: ==========::! [I BUILDING PERMIT 11 - - REVISION HISTORY • . No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: I -·---,-----. i I I I ' I ------- I & 06/15/200 7 MINOR REV S. BJT LC & 3/22/2007-1 ISSU~D~ &I 2/26/2007 I ISSUED DE R BPS BJT r~ SIG N REVIEW BJT LC i PLANS PREPARED BY • • MAS, P.E. AVE NE B. J. THO 7607 BOTH MARYSVILLE 206-85 , WA 98270 1-1106 -- [ DRAWN BY: CHK. BY: -APPV. BY:~ I JL I BJT I AM I 1 LICENSURE: ============! EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMEN T IN AN U/G VAULT . DRAWING INFORMATION:===========~ DO NOT SCALE DRAWINGS. CON TRAC TO R MU ST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF TH IS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE IN FORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED . DRAWING TITLE:==============~ ELECTRICAL DETAILS DRAWING NUMBER:========~ oEV \~ M (RENTON • Ji t ?. 9 1\J\l"I _ (f pLANNING E 3 .___ __________________________________________________________________________ J f ..... t:c_e:_,'1_E_n _________ .....J ·, TYPE TA TYPEVN TYPE NC TYPE SS TYPEVV TYPE VS TYPE VB TYPE PT TYPE GT TYPEGY TYPE GR TYPE GL @ ~PICAL CADWELD CONNECTIONS G) MAIN CONDUCTOR, COPPER CABLE 0 5/8"x8' COPPER CLAD STEEL GROUND ROD 0 CADWELD TYPE "TA" 0 CADWELD TYPE "GT" @ ~~OUND ROD CONNECTION HARGER GROUNDING BAR #GB14824 OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN ------, ff2 INSULATED (GRN) COPPER WIRE TO CABLE TRAY ---------~ COAX CABLE GROUNDING KITS W/LONG BARREL COMPRESSION LUGS. ATTACH TO GROUND BAR & INSTALLED BY CONTRACTOR-----~ • 0 0 0 0 0 .,, 0 (j 0 0 0 .... =CADWELD WIRE TO GROUND RING COVER TOP OF GRADE --- MASTER GROUND BAR 11 I GROUND WELL, 12" 0 x 24" LONG CONG. PIPE WITH COVER (SEE ABOVE) =-..#2 BARE TINNED COPPER LOOPED IN TEST WELL. JI' '\ \ \.~ /// "-, ·, ..,___ ====::---:c-· / --·:::::__ ---_ _J PERIMITER GROUND RING 7 @ ~T~OUND INSPECTION WELL 0 0 0 0 0 0 --- ff2 SOLID BARE TINNED COPPER WIRE TO GROUND RING COAX CABLE GROUNDING KITS GROUND BAR DETAILS N.T.S. 1/4" S.S. HEXNUT ---<;. 114" S.S STAR WASHER (TYP.) ---" ff2 STRD. GREEN INSULATEDWIRE ----\ --- HARGER GROUNDING BAR ffGBl14412G OR EQUAL #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) AGB TOP OF UTILITY POLE BELOW ANTENNAS BUSS BAR OR FLAT SURFACE OF EQUIP. /WIREWAY 114" X 1" S.S HEXBOLT ~ 1/4" S.S LOCKWASHER (TYP.) 114" X 112" S.S FLAT WASHER (TYP.) 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. i-----TWO HOLE COMPRESSION CRIMP LUG (#2) DETAIL IS TYP. OF TWO NUTS& BOLTS TYPICAL CABINET GROUNDING DETAIL N.T.S. ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -ISSUED FOR: =======================: [I BUILDING PERMIT I I - - REVISION HISTORY• . ION: CHK. APPV. BY: BY: No. DATE: DESCRIPT ~-- i ---------- S. BJT LC I & 0611512007 MINOR REV IA 312212007 ISSUED FO R BPS BJT LC -t-------- SIGN REVIEW BJT LC A I 2126/20~- -------------- ISSUED DE PLANS PREPARED BY : MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1·1106 -- [ DRAWN BY: CHKB.JBTY: -IAPPAVM. BY, ~I I JL ~ LICENSURE: ====================:::::: -EQUIPMENT: ====================::::::! WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. ;:: 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: ==================:=: ELECTRICAL GROUNDING DETAILS ... DRAWING NUMBER:================: E-4 ' SITE LOADING CHART ANTENNA AZIMU'rH MECHANICAL RADIATION CABLE NUMBER OF ANTENNA SECTOR MODEL# VENDOR (TN) COAXIAL CABLE DOWNTILT CENTER TMBXX-6516-R2M 57'-9" AGL A-1 ALPHA ANDREW 30° oo TMBX-6516-R2M 50'-6" AGL TMBXX-6516-R2M 57'-9" AGL B-1 BETA ANDREW 100' O' TMBX-6516-R2M 50'-6" AGL TMBXX-6516-R2M 57'-9" AGL G-1 GAMMA ANDREW 310" O' TMBX-6516-R2M 50'-6" AGL GPS NIA 58532A SYMMETRICOM NIA NIA TBD 911 NIA BSDB18U8 COMTELCO NIA N/A TBD -.--1'' ELECTRICAL TAPE (1 LAYER) STEP2 STEP 1 GD ~~AXIAL CABLE WEATHERPROOFING LENGTH 105'± ANDREW 718" DIA. - 105'± ANDREW 718" DIA. 105'± ANDREW 718" DIA. TBD ANDREW 112" DIA. TBD ANDREW 112" DIA. CANUSA HEAVY WALL HEAT SHRINK ALL COAX CONNECTIONS INSTALL PER MANUFACTURERS INSTRUCTIONS STEP3 COAX RUNS 4 2 4 2 4 2 1 1 ~--4"---1 --¥--------1'-Q 7/8" ------IL / / 8 Ii rw. -'- -:~f--r:'.J__ TYPE "N" CONNECTOR 5118" l 7 314" (ANTENNA) ----+--(MOUNTING BASE) GPS ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER I HEIGHT I DIAMETER I WEIGHT 58532A I 6.42" (163mm) I 3.54"0 (90mm) I 15 oz (427 g) CONNECTORS I MOUNTING HARDWARE TYPE "N" I OPTION AUB MAST ELECTRICAL SPECIFICATIONS IN BASE OF ANTENNA FREQUENCY I POLARIZATION IGAIN I VSWR I POWER HANDLING 1565.42 -1585.42MHz I RIGHT-HAND CIRCULAR I >30 dBi I <2.5 I 250WATIS CW @~-~~ANTENNA SPECIFICATIONS 13.2" I/ / I I / LJ---\ ~ / ~, I /':/1 1 ,/,l:1, ru i - - .. ___ / \ n ---n-/ ---- l ' TYPE "N" CONNECTOR IN BASE OF ANTENNA 0 r-------------------4---i-t 1 3/8" L,__ __ __J-----------------1-4 +-----------------1'-3" -------------------? 911 ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT DIAMETER WEIGHT I CONNECTORS I BSDB18U8 15 in 1.35 in 4 lbs I (1) TYPE "N" I STANDARD MOUNTING HARDWARE I BSMNT1 I ELECTRICAL SPECIFICATIONS FREQUENCY IGAIN I VERTICAL B.W. I VSWR I POWER RATING 825-896, 1850-1990 MHz I UNITY I 75' I <2:1 I 250 WATTS @ ~~!.ANTENNA SPECIFICATIONS s;: TMA DATA MECHANICAL SPECIFICATIONS PART NUMBER LENGTH WIDTH DEPTH WEIGHT S20057A1 13.2 in 6.4 in 3.0 in 11 lbs 6.4" ' '- GD~~~ SPECIFICATIONS 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: ANTENNA DESIGNATION -COLOR CODING SECTOR 1ST SET 2ND SET ALPHA SECTOR A1 -1 RED BAND A5 -5 RED BAND 4. A3 -5 RED BANDS A6 -6 RED BANDS A4 -7 RED BANDS A2 -3 RED BANDS BETA SECTOR Bl -1 GREEN BAND B5 -5 GREEN BAND 83 -5 GREEN BANDS B6 -6 GREEN BANDS B4 -7 GREEN BANDS B2 -3 GREEN BANDS GAMMA SECTOR Gl -1 YELLOW BAND G5 -5 YELLOW BAND G3 -5 YELLOW BANDS G6 -6 YELLOW BANDS G4 -7 YELLOW BANDS G2 -3 YELLOW BANDS 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES; FOR OMNI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: #1 AT ANTENNA CONNECTION #2 AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK 12" FROM EDGE OF EQUIPMENT CABINETS, THROUGH PCV COAX CONDUITS, UP INTERIOR OF MONOPOLE AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE AND CABLE DIAMETER WITH PROJECT MANAGER. 6. COLOR CODE ANTENNA TILT CONTROL CABLE@ EACH END WI 1 BAND OF COLOR TAPE PER SECTOR. ,[ FIGURE 1 GROUNDING CLAMP SLOT FOR ADJUSTABLE BAND CLAMP c1===ri---114" 20 GROUNDING STRAP ASSEMBLY __ ___, FIGURE 2 HARDWARE ........ .--~#6GROUND LEAD FIGURE 3 PUTIYTAPE r--..::..... GROUNDING CLAMP _.---'fWO HOLE COMPRESSION CRIMP LUG (#6) TO GROUND BAR FIGURE 4 FIGURE 5 FIGURE 6 COAXIAL CABLE NOTES: @ ~~~~~~ CABLE GROUNDING 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: 3. 1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. 3.2 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING). 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. TYPE OF EQUIPMENT LENGTH OF CABLE RUN DIA. OF CABLES MIN. BENDING RADIUS CITYTALKI 3-0", 6'-0", AND 10'-0" ULTRASITES SUPERFLEX JUMPER RUNS 1/2" 1 1/4" CITYTALKI 3-0", 6'-0", AND 10'-0" ULTRASITES FLEX JUMPER RUNS 112' 4" ULTRASITES O" THRU 100'-0" 7/8" 10" UL TRASITES WILNA 101" THRU 150'-0" 7/8" 1 O" ULTRASITES 151'-0" AND GREATER 1 5/8" 20" CITYTALK O" THRU 170'-0" 718" 10" CITYTALK 131'-0" AND GREATER 1 5/8" 20' @ COAXIAL CABLE SPECIFICATIONS ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398·7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 '-ISSUED FOR: ===========~ [I BUILDING PERMIT 11 - - REVISION HISTORY• . ION, CHK. APPV. BY, BY, No. DATE, DESCRIPT I - i I -- --- ------- --.. S. BJT LC &i 0611512007 I MINOR REV ' -- ~! 312212007 ISSUED FO R BPS BJT LC ---- BJTF SIGN REVIEW -- 8 2/2612007 ISSUED DE . . PLANS PREPARED BY B. J. THO 7607 BOT MARYSVILL 206-85 MAS, P.E. HAVE NE E, WA 98270 1-1106 [ DRAWN BY: I JL --CHK. BY, -APPV. BY,~ I BJT • AM I -LICENSURE: •• _Iii Ill Al,IIJ" ~ 1 . C rT_Gil,; .. .lwl'J;;c\ v,/Jdol . /'!;>"' 1 ~ 11' 'f..s ·¢ • f"' I./' . r-::::.----' ' ,9111 .. I .a. ,,,-o\ :r 11 / ,llt ·• <?.-370>. c>) /,s;'<·· • -,-.-x; ~" __ • -Clfs .-,,~ -· '(' .. '.(·· ~ t ·~ .. / •"l:s'frJNALf-"c,_,. • ,, 1·1111 'll <J ---------- EXPIRES 08/25/0] 1 ---------------------------........ --_________ J = EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. = DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. = DRAWING TITLE: RF DETAILS = DRAWING NUMBER: n pUi-tiN\NG RF· 1 11 ,H\ON 'l 9 11llJ? . ;\!it'ED '. E.....I .• r ALPHA SECTOR 6'-0" SUPERFLEX 718" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' + JUMPER CABLE JUMPER CABLE TX/RX I DIN (F)I IDIN (F)I TMA I A-1 1 RED 1 6'-0" SUPERFLEX 718" COAXIAL JUMPER CABLE CABLE -105' + 6'-0" FLEX JUMPER CABLE TX IDIN(F)I I DIN (F)I I A-3 3 RED 3 6'-0" SUPERFLEX 718" COAXIAL JUMPER CABLE CABLE -105' ± 6'-0" FLEX JUMPER CABLE TX IDIN (F)I 1 DIN (F)• I A-4 4 RED 4 6'-0" SUPERFLEX 718" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE 2 RED TX/RX 2 IDIN(F)I I DIN (F)I TMA I A-2 TM BXX-6516-R2M ALPHA SECTOR 6'-0" SUPERFLEX 718" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE 5 RED TX/RX IDIN (F)I 1 I DIN (F)I TMA I A-5 7 RED 8 RED 6'-0" SUPERFLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE 6 RED TX/RX 2 •DIN (F)• I DIN (F)I TMA I A-6 TM BX-6516-R2M BETA SECTOR 6'-0" SUPERFLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE 1 GREEN TX/RX 1 •DIN(F)• I DIN (F)I TMA I B-1 6'-0" SLJPERFLEX 7/8" COAXIAL JUMPER CABLE CABLE -105' ± 6'-0" FLEX JUMPER CABLE TX I DIN (F)I I DIN (F)I I A-3 3 GREEN 3 6'-0" SUPERFLEX 718" COAXIAL JUMPER CABLE CABLE -105' ± 6'-0" FLEX JUMPER CABLE TX IDIN (F)I •DIN (F)• I A-4 4 GREEN 4 6'-0" SUPER FLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE -B-2 2 GREEN TX/RX IDIN (F)I IDIN(F)I TMA I 2 TMBXX-6516-R2M BETA SECTOR 6'-0" SUPERFLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE I DIN (F)I IDIN (F)I TMA I B-5 5 GREEN TX/RX 1 7 GREEN 8 GREEN 6'-0" SUPER FLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE IDIN (F)I I DIN (F)I TMA I B-6 6 GREEN TX/RX 2 TM BX-6516-R2M GAMMA SECTOR 6'-0" SUPERFLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE ~ IDIN (F)I I DIN (F)I G-1 1 YELLOW TX/RX TMA I 1 6'-0" SUPERFLEX 7/8" COAXIAL JUMPER CABLE CABLE -105' ± 6'-0" FLEX JUMPER CABLE TX IDIN (F)I I DIN (F)I I A-3 3 YELLOW 3 6'-0" SUPER FLEX 7/8" COAXIAL JUMPER CABLE CABLE -105' ± 6'-0" FLEX JUMPER CABLE IDIN (F)I IDIN (F) I I A-4 4 YELLOW TX 4 6'-0" SUPERFLEX 718" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' + JUMPER CABLE JUMPER CABLE I DIN (F\I 2YELLOW TX/RX 2 I DIN (F)I TMA I G-2 TMBXX-6516-R2M GAMMA SECTOR 6'-0" SUPERFLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE 5YELLOW TX/RX IDIN(F)I 1 I DIN (F)I TMA I G-5 7YELLOW 8 YELLOW 6'-0" SUPER FLEX 7/8" COAXIAL 3'-0" FLEX 3'-0" FLEX JUMPER CABLE CABLE -105' ± JUMPER CABLE JUMPER CABLE 6 YELLOW TX/RX 2 IDIN (F)I 1 DIN (F)• TMA I G-6 COAXIAL CABLE DIAGRAM TM BX-6516-R2M • @ N.T.S. SWEEP TEST PROCEDURE: THE FOLLOWING PROCEDURE DESCRIBES THE TEST AND ['AULT 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 AT LEAST 35dB DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTION OF BETTER THAN 0.2dB. A MATCHED 50 Ohm LOAD AND SHORT CIRCUIT TERMINATION ARE ALSO REQUIRED. 2. SET UP THE RETURN LOSS MEASURING SET AS PER THE MANUFACTURERS INSTRUCTIONS AND CALIBRATE WITH THE SHORT (OdB RETURN LOSS VSWR = INFINITY.) 4. COMPOSITE RETURN LOSS: DISCONNECT THE BOTTOM JUMPER AT THE BTSAND CONNECT ITTO THE MAIN PORT OF THE BRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS, FEEDER AND ANTENNA SHOULD BE< -18dB ( VSWR > 1.5: 1) BETWEEN 1800 AND 2000 MHZ. 4. 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 BOTIOM JUMPER THE RETURN LOSS SHOULD NOT EXCEED -18dB ( VSWR > 1.3: 1 ) BETWEEN 1800 AND 2000MHZ. 5. FEEDER INSERTION LOSS: REPLACE THE LOAD WITH A SHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM AND MINIMUM RETURN LOSS BETWEEN 1800 AND 2000. ADD THIS TOGETHER AND DIVIDE BY 4 TO GIVE THE AVERAGE 1 WAY INSERTION LOSS WHICH SHOULD BE< 3 dB. 6. IF THE CONDITIONS IN 4, 5 AND 6 ARE MET THEN THE TEST IS COMPLETE. IF 4 IS BAD BUT 5 & 6 ARE OK THEN REPLACE THE ANTENNA AND RETEST. IF 5 & 6 ARE BAD THEN MEASURE RL OF MAIN FEEDER ONLY. IF RETURN LOSS IMPROVES T0-20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2dB THEN REPLACE OR RETERMINATE THE BOTTOM AND TOP JUMPER. OTHERWISE REPLACE THE MAIN FEEDER RUN. NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING OF ANY FAUL TY HARDWARE. 7. ALL TEST RESULTS SHOULD BE CLEARLY MARKED WITH SITE, FEEDER NUMBER, DATE, MEASURED TIME. -t6.6"f- • 51" • mm ,I C __)~5" f ANDREW ANTE"'iA QATA MECHANICAL SPECIFICATIONS PART NUMBER I HEIGHT I WIDTH I DEPTH I WEIGHT TMBX-6516-R2M I 51 in I 6.6 in I 3.s in I 9.4 lbs CONNECTORS I STANDARD MOUNTING HARDWARE I (4)7-16DIN I INCLUDED I ELECTRICAL SPECIFICATIONS FREQUENCY I POLARIZATION I GAIN I AZIMUTH B.W. I ELEVATION B.W. 1850-1990 MHz I ±45' 115.4 dBi I 17.5 dBi I 65' I r BEAM TILT VSWR POWER HANDLING 2% ~ 10% <1.35:1 250WATTS @ANTENNA SPECIFICATIONS N . T. S. ---,V J'.'.-- ,. I 13" 'I 51" • mm ,I ~ __)03.5" I" ANDREW ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER I HEIGHT I WIDTH I DEPTH I WEIGHT TMBXX-6516-R2M I 51 in I 13 in I 3.5 in I 18.s 1bs CONNECTORS I STANDARD MOUNTING HARDWARE I (4)7-16 DIN I INCLUDED I ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. ELEVATION B.W. 1710-1753 MHz ±45' 15.4 dBi I 17.5 dBi 65' r 1850-1990 MHz BEAM TILT I VSWR POWER HANDLING 2110-2155 MHz 2%-10% I <1.35:1 250 WATTS @ ~~:.ENNA SPECIFICATIONS ~··Mobile· 19807 NORTHCREEK PKWY N 80THELL, WA 98011 OFFICE (425) 398•7600 =PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -ISSUED FOR: ===========::::: [I BUILDING PERMIT I I - - REVISION HISTORY• . No. DATE: DESCRIPT ION: CHK. APPV. BY: BY: ' . ' ' -- i ~- & 06/15/2007 MINOR RE vs. BJT I LC R BPS BJT jlc ' IA 3/22/2007 ISSUED FO - ! SIGN REVIEW BJT I LC . ' & 2/2612007 ISSUED DE • • PLANS PREPARED BY MAS, P.E. HAVE NE B. J. THO 7607 SOT MARYSVILL 206-85 E, WA 98270 1 ·1106 -- [ DRAWN BY: I JL CHK. BY,-, APPV. BY, 11 BJT I AM I -LICENSURE: .... IU!. •• 11>,.'>·"'-'lfJr,r.•., ,• 1.£{ ~. \,[wlo1 • ;::::, 0 ... • If-; . ~\..,,_a---<A I L: Ill I . ·\, /1" ~ \ <?. :mm 0 / ,t: ,,," ·a··r-ef?:'""··'· iJa, r<i,'·.lf!f§_'IL-<~~~,-4 ••:ss,0 1\,\L ~~•• 4'> /Ir ll II' 111 'll I EXl'!RES - ---------------------i 08/25/07 ----I = EQUIPMENT: WIRELESS COMMUN !CATIONS FACILITY WI ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ;: DRAWING TITLE: RF DETAILS = DRAWING NUMBER: pl !INNING tW ON RF-2 JU~ 'l f,tE "t Ul'li ,io LEGEND SYMBOL _,,.~L---~----I -\ :,/;>-~~ ~--I,.__ / L--z____JG-· NOTES QTY. 9 TBD NAME EMERALD GREEN ARORVITAE (Thuha occidentalis) DWARF PERWINKLE (vinca minor) SIZE MIN.4'HT. 4"CONT. MIN. (3) VIGOROUS LEADERS 8' 10' LANDSCAPE PLAN 22x34 SCALE: 3/8" = 1' 11x17 SCALE: 3/16" ~ 1' COMMENTS SPACED OC 2'-6"± FROM BUILDING 18" O.C. TRIANGULAR SPACING ...J ...J <( Ill f- 0 0 O'. r, ~ ...J :,; ...J ::, <( :,; CD - f-£ 0:,; 0, O'. co ~~ NQ '? io PROPOSED (9) EMERALD GREEN ARBORVITAE 5' PLANTING PIT 2X ROOTBALL SIZE TYPICAL CONIFER @ ~~!TING DETAIL STAKING & GUYING REQ'D ON TREES 5' & TALLER: (3) BVC LODGEPOLE STAKES (HIGGINS CORP. - (453-836-4643) INSTALL VERTICAL SECURE TREE TRUNK TO STAKES WITH CHAINLOCK #2 BY LISTER B&B: REMOVE ALL STRINGS, SYNTHETIC WRAP & TWINE, FOLD NATURAL BURLAP UNDER OR REMOVE. REMOVE WIRE BASKET 2" MULCH -PER SPEC. CREATE WATERING RING PLANTING PIT BACKFILL AS PER SPECIFICATIONS COMPACT BY HAND METHODS AND WATER TO REMOVE ALL VOIDS EXISTING GRADE FEATHER FINISH GRADE INTO EXISTING GRADE BREAK/SCARIFY SIDES AND BOTIOM OF PIT. 6" COMPACTED PLANTING PIT BACKFILL TO SUPPORT TREE EXISTING SUBSOIL NOTES: TOPSOIL NOTES 1. OVEREXCAVATE SUBGRADEAS REQUIRED TO PROVIDE FOR 6" COMPACTED DEPTH IMPORTED TOPSOIL AND 2" COMPACTED DEPTH MULCH. SCARIFY OR ROTOTILL SUBGRADE TO A MIN. 4" DEPTH. REMOVE DEBRIS & STONE LARGER THAN 3/4" IN ANY DIMENSION REMAINING ON THE SURFACE AFTER TILLING. 2. PLACE IMPORTED SANDY LOAM TOPSOIL IN TWO LIFTS: (1) PLACE MIN 4" DEPTH TOPSOIL AND ROTOTILL TO A DEPTH OF 8 INCHES TO INCORPORATE NEW TOPSOIL WITH SUBSOIL. (2) FOLLOWING TILLING, PLACE MIN. 2-INCH DEPTH TOPSOIL AND COMPACT. PLANT STANDARDS 1. CONFORM TO WASHINGTON STATE DEPT. OF AGRICULTURE (WSDA): WASHINGTON STATE STANDARDS FOR NURSERY STOCK, ORDER NO. 1627 2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): ANSI-Z 60.1-1986 AMERICAN STANDARDS FOR NURSERY STOCK 3. AMERICAN JOINT COMMITIEE OF HORTICULTURE NOMENCLATURE: STANDARD PLANT NAMES, CURRENT EDITION DELIVERY, STORAGE, AND HANDLING 1. PROTECT PLANT FROM HARM AND DAMAGE AT ALL TIMES. PROTECT TREES DURING TRANSPORT BY TYING IN BRANCHES AND COVERING ALL EXPOSED BRANCHES. JOB CONDITIONS 1. PLANT DURING PERIODS NORMAL FOR OPTIMUM GROWTH, AS DETERMINED BY SEASON, WEATHER CONDITIONS, AND ACCEPTED PRACTICE. PLANTING OPERATIONS MAY BE CONDUCTED UNDER UNSEASONABLE CONDITIONS BY ACCEPTING FULL RESPONSIBILITY FOR ANY SUBSEQUENT, RESULTING LOSSES. UNDERGROUND CONDITIONS 1. BE FAMILIAR WITH UTILITY, MECHANICAL, AND ELECTRICAL PLANS SO THAT DIGGING OPERATIONS DO NOT DAMAGE LINES WARRANTY 1. WARRANT ALL PLANT MATERIAL FOR HEALTHY, THRIVING CONDITIONS FOR ONE YEAR FOLLOWING PLANT INSTALLATION. 2. DURING GUARANTEE PERIOD, IMMEDIATELY REMOVE AND REPLACE ALL DEAD, DISEASED, DYING, BROKEN OR DISAPPEARED PLANT MATERIALS (DUE TO ANY CAUSE, EXCEPT AS NOTED BELOW). USE SPECIFIED PLANTS AND PERFORM AT NO ADDITIONAL COST TO THE OWNER. 3. DURING GUARANTEE PERIOD, THE GUARANTOR IS NOT RESPONSIBLE FOR REPLACING PLANTS DESTROYED OR DAMAGED BY VANDALISM, ACCIDENTS CAUSED BY OTHERS, OR ACTS OF GOD. PLANT QUALITY 1. PLANTS SHALL BE FRESH, WELL FOLIAGED, IN PRIME CONDITION WHEN IN LEAF, AND EXHIBITING NORMAL HABIT OF GROWTH. ALL LEADERS AND BUDS INTACT, FREE OF DISEASE, INJURY, AND ANY SIGN OF INSECTS. FREE OF SEEDS, WEED ROOTS AND OTHER CONTAMINANTS. 2. PLANTS ARE TO BE NURSERY GROWN. 3. PLANTS TO BE ACCLIMATED TO THE PROJECT SITE ENVIRONMENTAL CONDITIONS. NO COLD STORAGE PLANTS. 4. BALL AND BURLAPPED (B&B) STOCK IS REQUIRED TO HAVE A ROOT STRUCTURE SUFFICIENT TO INSURE SURVIVAL AND HEAL THY GROWTH. 5. CONTAINER GROWN MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT TO HOLD THE THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND. FERTILIZER 1. FORMULA 4-2-2 "TRANSPLANTER" AS MANUFACTURED BY PACIFIC AGRO CO., APPLY AT RATE AS PER MANUFACTURER'S PRINTED INSTRUCTIONS. 2. AGRIFORM TABLETS. 21-GRAM SIZE, AS MANUFACTURED BY AGRIFORM INTERNATIONAL CHEMICALS, INC. 20-10-5ANALYSIS. APPLY AT RATE OF: MULCH TREES: 4 TABLETS SHRUBS: 1 TABLET STEERCO, GROCO, OR OTHER APPROVED COMMERCIALLY AVAILABLE FERTILE MULCH. PLANT INSTALLATION 1. EXCAVATE PLANTING HOLE. 2. PLACE PLANT IN UPRIGHT POSITION IN CENTER OF PIT, REMOVE ANY·ROOT COVERING AS DETAILED AND SPREAD ROOTS TO HAVE A NATURAL SPREAD AND DISTRIBUTION. 3. BACKFILL WITH EXCAVATED MATERIAL. TAKE CARE NOT TO INJURE ROOT SYSTEM. THOROUGHLY PACK AND PUDDLE SOIL AROUND ROOTS. 4. FERTILIZE AS SPECIFIED. 5. STAKE AND GUY AS SPECIFIED 6. IMMEDIATELY AFTER COMPLETION OF ALL PLANTING, THOROUGHLY 1/yATER 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. ~··Mobile· 19807 NORTHCREEK PKWY N BOTHELL, WA 98011 OFFICE (425) 398•7600 = PROJECT INFORMATION: 3RD & ANACORTES/ PSE/ROW SE04619H 4401 SE 3RD PLACE RENTON, WA 98059 -1sSUED FOR: :=:=:=:=:=:=:=:=:=:=:::; [I BUILDING PERMIT 11 REVISION H ISTORY: I ' ,.. DESCRIPTION: CHK. APPV. BY: BY: No. DATE: ~ - & 06/15/2007 MINOR REVS. BJT LC ~ & 3/22/2007 ISSUED FOR BPS BJT LC ~I 2/26/2007 ISSUED DESIGN REVIEW BJT LC --PLANS PREP ARED BY: • THOMAS, P.E. 7 80TH AVE NE B.J 760 MARY 2 $VILLE, WA 98270 06-851-1106 CHK. BY:= APPV. BY: - BJT AM -LICENSURE: = EQUIPMENT: WIRELESS COMMUNICATIONS FACILITY W/ ANTENNAS LOCATED ON A 59'-11" AGL WOOD UTILITY POLE WITH BTS EQUIPMENT IN AN U/G VAULT. = 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: LANDSCAPE PLAN = DRAWING NUMBER: 1, pLP-NN\NG L·1 ~;11,.N10N 1 9 ium c.E\\JEO /AX WT.¢ 321 /000540 \ \ \ \ \ \ \ \ \ IAX LOT!/ 32Ji000530 \ \ \ \ \ Jr')) 2" GR ,\SS DISK VVITH "x'' CASE, DOW~J 0.9 ' \ \ \ \ \ \ \ \ /AX LOT# 3211000810 PROJECT SCOPE THE PROJECT CONSISTS OF THE INSTALLATION OF A CELLULAR COMMUNICATION SITE WrTH ANTE NN AS MOUNTED ON A REPLACED WODD UTILJTY POLE. BTS EQU IPMENT WILL BE LOCATED IN A 90 SF BELOW GRADE CONCRETE EQ UIPMENT VAULT PER ARCH ITECTURA L PLANS AND DETAILS. ACCESS TO THE SITE WILL BE PROVIDED FROM ANACORTES AVENUE (TELCOM TECHNICIAN VISrTS EXPECTED TO BE 1-2 TIMES PER MONTH). UTI LE SITE IMPAC T IS ANTICIPATED ANO THEREFORE MINIMAL T.E.S.C. MEASURES ARE REQUIRED. PROJECT CONTRACTOR SHALL EVALUATE SITE CON,DITIONS AS WEATHER CHANGES OCCUR ANO THE PROJECT PROGRESSES TO COMPLETION. COMPLETE FAMILARITY WITH TH.E NOTES CONTAINED IN THIS PLAN SET IS REQUIRED PRIOR TO BEGINNING WORK. IT IS ANTICIPATED THAT THE MINIMAL DEVELOPED DRAINAGE THAT RESULTS FROM THE PROJECT WILL SAFELY SHEET FLOW ANO DISPERSE INTO THE VEGETATION THAT SURROUNDS THE PROJECT SITE. NO IMPACT ON EXISTING CONDITIONS OR ADVERSE AFFECTS TO THE LOCAL SOIL AND/OR SURFACE WATER CONDITIONS IS ANTICIPATED. ALL EARTHWORK SPOILS SHALL BE REMOVED FROM THE SITE. JOINTS IN ALTER FABRIC MAlERIAL SHAU BE SPLICED Ii. T POS15 . USE STAPLES, WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO POSTS. STRENGTH FABRIC USED. SIi T F£NC£ MAINTfNANCf STANDARDS' 1. ANY DAMAGE. SHALL BE REPAIRED IMMEDIATELY. (:i ~F ,. MAX. 2")( 2" BY 14 Ga. WIRE OR\ EQUIVALENT, IF STANDARD FILlER FABRI~ ~~ 2. IF CONCENTRA TEO FLOWS AR£ EVIDENT UPHILL OF TH£ FENCE, THEY MUST 8£ INTERCEPTED AND C0NVE:Y£D TO A SWIMVIT TRAP OR POND. 3. IT IS IMPORTANT TO CH£CJ< THE UPHILJ. SID£ OF TH£ FENCE FOR SIGNS OF 7HE FENCE CLOGGING AND ACTTNG AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZA TJON OF FLOWS PARALLa TO TH£ FENCE. IF THIS OCCURS. REPLACE THE FENCE OR REMOVE: THE TRAPPED SEDIMENT. u,------'~=---1 , ~MINIMUM 4•x4• lRENCH BACKFILL fflENCH 'MTI-i NATIVE SO IL OR .3/4•-1.s• WASHED GRAVEL 2•x 4• WOOD POST, STEEL FENCE POSTS, REBAR, OR EQU IVA LENT. NOTE: FILTER FA BRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL N.T.S. ~~~ z " ls 4. SEDIMENT MUST BE RD.IOVW KHEN TH£ S£D/UENT IS 6 INCHES HIGH. 5. IF TH£ Ffl'lFR FABRIC (G£0TEXTILE) HAS DETER/ORA TED DUE TO ULTRA VIOLET BR£Al<OOWN, IT SHALL BE' REPLACED. SEC. 15, TWN. 23N, RGE. 5E, W.M. I \ \ I \ \ \ ..> _,,.- ---;:;::.\ TREETOP (,> EL.=471.50' \ \ 20' \ a SCALE: 1" = 20' 5 ' U TILITY Ar~D . Dr·;. I'· A ('f. l'A'"··,rN ·1 \ --- , /'\ \ l'i,"".<)._ -· .,J\'..111tJ \ _.,, __. ,.-_.,, ~ - \ \ \ TAX LOT# 32117001_1'50 \ \ NEW M"ERVIOUS APEA BELOW GRADE EQUIPMENT VAULT -90 SQ.FT. TOTAL 90 SQ.FT. ± EARlllWORK QUANTrl'Y ESTMATE THE PRO JEC T EARTHWORK IS THAT ASSOCIATED WITH INSTALLATION OF THE CELL TOWER EQUIPMENT VAULT AND REPLACEMENT OF THE EXISTING POWER POLE. QUANTITY ESTIMATE: 32 CY's ± (BANK) IE=3 S \ \ 20' GENERAL NOTES 1. ALL WORK PERTA INING TO THIS PRO..ECT SHALL BE SUBJECT TO INSPECTION BY THE COUNTY INSPECTOR OR H!S DESIGNATEO REPRESENTATIVE. 2. A PRECONSTUCTION CONFERENCE IS AVAILABLE SHOULD SITE CONDITIONS WARRANT. CONTACT THE COUNTY INSPECTOR TO SCHEDULE THE MEETING. 3. ALL GRADING SHALL COMPLY WlTH SNOHOMISH COUNTY CODE (CURRENT EDITIDN), TITLE 17, AND TITLE 24. EROSION & SEDIMENT CONTROL NOTES 1. TEMPORARY EROSION/S IL TATION CONTROL (TESC) MEASURES SHA LL BE IN STALLED PRIOR TO ANY SITE WORK . THESE FACIUTIES MUST BE SATISFACTORIL Y MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIA L fOR ON-SITE EROSION HAS PASSED. 2. ALL PERSONS ENGAGING IN DEV1LMENT ACTIVlllES SHA LL PREVENT OF MINIMIZE EROSION AND SEDIMENTATION ON-SITE AND SHALL PROTECT PROPERTIES ANO WATER COURSES DOWNSTREAM FROM THE SITE [SC 2U0.020(1)(b)]. 3. ALL STREETS SHALL BE KEPT CLEAR OF DIRT ANO DEBRIS. STREETS SHALL BE SWEPT IMMEDIATELY v.HEN DIRT HAS BEEN TRACKED ONTO THE PAVED SURFACES. +. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS. WATER QUALITY REQUIREMENTS, AND/OR CLEARING LIMITS MAY RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES. 5. FROM OCTOBER 1 TO MARCH 31 GRADING WlLL NOT BE PERMITIED WlTHOUT APPROVAL FROM THE DIRECTOR , INCLUSION OF APPROPRIATE NOTES ON THE PLANS, OR APPROVAL OF A WAIVER [11 .os.14s(2n 6, FROM MAY 1 THROUGH SEPTEMBER 20, NO SOIL SHALL BE EXPOSED FOR A MORE THAN 7 DAYS. GROUND COVER BMP'S SHALL BE USED TO STABILIZE THE SOIL. USE STRAW MULCH AT A RATE OF 1# PER SQUARE FOOT OR 4• DEPTH WHATEVER IS GREATER. 7. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS . WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE , STABILJZATION SHALL OCCUR AT THE END OF EACH WORKDAY. B. SILTATION BARRIERS AND ALL OTHER TESC MEASURES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL EVENT GREATER THAN 0.1" RAlNFAL.1.., AND AT LEAST DAILY DURING PROLONGED RA INFALL EVENTS. 9. MAINTENANCE AND REPAIR OF TESC FAC ILJTIES AND STRUCTURES SHALL BE CONDUCTED IMMED IATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED . 10. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL TEMPORARY DRAINA GE FAaLITIES ANO STRUCTURES UPON REACHING A DEPTH OF 6 INCHES. 11. SUFFICIENT TESC BMP MATERIALS AND SUPPLIES TO PROTECT THE ENTIRE SITE SHALL BE STOCKPILES ON-SITE. 12. ALL SITE WORK SHALL COMPLY WlTH THESE PLANS AND THE CONDITIONS AND RECOMMENDATIONS OF THE SUPPLEMENTAL GEOTECHNICAL REPORT. 13. CONSTRUCTION ACCEPTANCE WlLL BE SUBJECT TO A WELL ES TAB LISHED I GROUND COVER AND FULFLLS THE REQUIREMENT OF THE APPROVED PLANS ANO TITLE 24, S'JOHOMISH COUNTY DRAI NAGE rnotNANCE. 14. ALL DISTURBED AREAS SUCH AS RETENTION FACILITIES, ROADWAY BACK -SLOPES , ETC. SHALL BE SEEDED WI TH A PERENNIAL GROUND COVER GRASS TO MINIM IZE EROSION. GRASS SEEDING WILL BE DONE US ING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED BY SNOHOMISH COUNTY. 15. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE COUNTY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISKING, RAKING, HARROWlNG, OR OTHER ACCEPTABLE MEANS. PER FORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. IF NECESSARY, SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES/SWALES, LEVEL SPREADERS, AND SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO SEEDING. 16. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION (CONS ISTING OF RAPID, PERS ISTENT ANO LEGUME) WILL BE APPLIED AT A MINIMUM OF BON PER ACRE. THIS IS TO INCLUDE THE FOLL0\\1NC 20,C ANNUAL, PERENN IAL OR HYBRID RYE GRASS, 40" CREEPING RED FESCUE, 40" v.HITE CLOVER, OR AS OTHER\\1SE APPROVED BY IBE COUNTY. HYOROSEED REQUIRED. 17 . FERTILIZER SHALL BE APPLIED AT 4-00# PER ACRE OF 10-20-20 (10 LBS PER 1100 SQUARE FEET) OR EQUIVALENT. DEVELOPMENTS ADJACENT TO WATER BODIES SHALL USE NON-PHOSPHORUS FERTILIZER. 16 . FROM OCTOBER 1 TO APRIL 30, NO SOIL MAY REMAIN EXPOSED FOR MORE THAT 2 DAYS. GROUND COVER BMP'S SHALL BE USED TO STABILIZE THE SOIL. USE STRAW MULCH AT A RATE OF 1.5tl' PER SQUARE FOOT OR 5• DEPlH \.\/HATEVER IS GREATER. 19. EXCESS EXCAVATION MATERIALS OR ORGANIC DEBRIS SHALL BE DISPOSED OF AT AN APPROVED PERMITTED SITE OFF-SITE OF AT A COMMEROAL TOPSOIL COMPANY. CONSTRUCTION SEQUENCE 1. ARRANGE ANO ATIENO A PRECONSTRUCTION MEETING WlTH THE CITY OF RENTON SITE INSPECTOR. 2. FLAG OR FENCE CLEARING LIMITS. 3. CALL ONE-CALL UTILITY LOCATE SERVICE PRIOR TO ANY EXCAVATION WORK. 4. CONSTRUCT ROCK CONSTRUCTION ENTRANCE, IF NECESSARY (NOT ANTICIPA1ED). 5. INSTA LL PERIMETER PROTECTION {SILT FENCE, BRUSH BARRIER, ETC.) v.HEN, AND IF, NECESSARY. 6. MAINTA IN EROSION CONTROL MEASURES IN ACCORDANCE WI TH KING COUNTY STANDARDS ANO MANU FAC TURER'S RECOMMENDATIONS . 7. MAINTAIN ACCESS TO OFF-SITE ROADS AND DRIVEWAYS AT ALL TIMES DURING THE DURATION OF THE PROJECT. 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROS10N AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WlTH THE KING COUNTY TESC MINIMUM REQUIREMENTS. 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WlTH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 10. STABILJZE ALL AREAS THAT REACH FINAL GRADE WlTHIN SEVEN DAYS. 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE AFTER ACCEPTANCE BY INSPECTOR. SPECIAL NOTE TO CONTRACTOR ANY SITE DEVELOPMENT OTHER THAN THE CONSTRUCTION OF THE CELLULAR COMMUN ICA TIDl'IIS PRO JECT SHALL BE ADDRESSED BY OTHERS. lHIS DRAINAGE AND TEMPORARY EROSION ANO SEDIMENT CONTROL PLAN ADDRESSES THE CONSTRUCTION WORK AND ACTIY1TIES ASSOCIATED WlTH THE CELLULAR COMMUNICATIONS PROJECT ONLY. ' "' __.,,__,,_,.,,,...,...-.• -.... _,-,'-,.-"..--.-.t,.'C,,,.t.,.,,,,~.1--- Call 2 Working Days Before You Dig 1 ·800·424·5555 LJlilitias Underground Location Cente (ID,MT,ND,OR,WA) LEGAL DESCRIPTION VICINITY MAP NO SCALE ABBREVIATED PER ACCESSOR RECORDS: LOT 1, BLOCK 4, HEATHER DOWNS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 62 OF PLATS, PAGE 28, IN KING COUNTY, WASHINGTON. PROJECT SITE DATA 8IIE IIINIEft SE04619H 8IIE NAME: 3RD & ANACORTES 8IIE ADDAE&a 4401 SE 3RD PLACE, RENTON, WA 96059 OWIEl'8 NAME: RENTON ROW OWIEl'8 ADDRE88: 4401 SE 3RD PLACE, RENTON, WA 98029 TAX ACCOUIT NO.: 3211000830 CONTACT LIST llE1IB.OPER: VOICESlREAM WIRELESS (425) 770-0020 CXJNIIIL'INI -B.J. THOMAS, P.E. (206) 851-1106 QYI. -LITCHFIELD ENGINEERING PH. ( 425) 821-5038 8UIVEYOR DUNCANSON COMPANY (206) 244-4141 CENTER OF SITE (PROPOSED MONOPOLE) LAT: 47' 28' 4 7.7" N LONG; 122· 9' 38. B" W NAO 83 SITE 0 WORK NOTES 1. IT IS SOLE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO LOCATE THE EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES SHOWN ARE APPROXIMATE AND PROVIDED AS A COURTESY. 2. EXISTING ACTIVE UTILITIES (I.E. SEWER, WATER, GAS, ELECTRIC, ETC.) ENCOUNTERED DURING WORK SHALL BE PROTECTED WHERE REQU IR ED ~~~06'1~16:\l;H~LLE~~c~~o~IR~~:OE B~o~~Gl~~E~~ES tx~~~tG CAUTION SHOULD BE USED BY THE CON1RACTOR WHEN EXCAVATING OR DRILLING ; PIERS AROUND OR NEAR UTI LITIES . CONTRACTOR SHALL PRO'v1DE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE DESIGN AND CONSTRUCTION SPECIFICATIONS. 4. ALL RUBBISH, STUMPS, AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. 5. F IN ISH SITE GRADES SHALL BE SUCH THAT SUR F ACE WATER FLOWS AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. 6. THE SUB GRADE SHALL BE COMPACTED TO A FIRM NON-YIELDING CONDITION AND UNIFORM GRADE PRIOR TO PLACEMENT OF BASE ROCK ANO/OR ASPHALT PAVEMENT. 7. EXISTING INACTIVE UTILITIES (SEWER, GAS, WATER, ELEC1RIC, ETC.), WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHER'MSE DISCONTINUED AT POINTS WHICH 'MLL NOT INTERFERE WITH THE EXECUTION OF THE WORK. ALL U TILITY ABANDONMENT SHALL BE SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCA L UTILITIES. B. ALL LANDSCAPE AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED TO PRE-EXISTING GRADE AND CONDITION. ANY DAMAGED LANDSCAPING PLANTS, TREES. AND/DR SHRUBS SHALL BE REPLACED WITH LIKE KIND AND SIZE. 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE TO THE MAXIMUM EXTENT POSSIBLE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED, SHALL BE IN ACCORDANCE TO THIS PLAN AND ANY AND ALL LOCAL GUIDELINES FOR EROSION AND SEDIMEN T CON TROL. 19807 NORTH CREEK PARKWAY N, BOTHELL, WA 98011 DEVELOPMENT PL~NNIN CITY OF REN rOM V) le 0 z le "' 0 ,.. OJ 0 "' :,: u ,.. OJ z 3' " t-- 15 :::, u ~ 0 I"! t--:a CD :::, en r-, 0 I r-, I L() _J <( "' _J <( "' CJ z m "' ,_. t'-~ ID I µ:) w ~ ~ z fil z "-fi..l Cf) Lr:l · ON ,_. ;:) 00 "' Cl Zm-z ~ ~ >< > ~ a: ~ ~ :SC 'CJ] I-< -0 "' Q ~ .§ ~ ,-..::i 00 ~ ~ ~ 0 ·= C\I " :,:: 00 ,_. 00 -µ.; N ID ~ N ::i:: ~ u " E--, I-< ,_. ,-..::i ~ SHEET 1 of 1 JOB No. ..; • 1 • • ~ . L .g' as 0 .s ., -~ • .5 ~ ' w ~ o3 i JJ '.:J C 0 0 N @) -L S!' '-~ 0 u