9830 EVERGREEN WAY T MOBILE ANTENNAS 2018-10-30

ABBREVIATIONS GENERAL NOTES CONCRETE NOTES T 0 DIAMETER EW EACH WAY PCS PERSONAL COMMUNICATION SERVICES y • •Mobile • AT FAS FABRICATION PCU PRIMARY CONTROL BUTIONR 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF DOCUMENTS IS INTENDED TO BE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AGI 301,AC1318AND THE SPECIFICATION CAST-IN-PLACE c CENTERLINE FF FINISH FLOOR PDF POWER DISTRIBUTION FRAME AB ANCHOR FG FINISH GRADE PRC PRIMARY RADIO CABINET USED FOR DIAGRAMMATIC PURPOSED ONLY,UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK CONCRETE. 19807 N CREEK PARKWAY NORTH ABV ABOVE FlF FACILITY INTER FACE FRAME PP POLAR12INGPRESERVING SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO BOTHELL,WASHINGTON 98011 AC ALTERNATING CURRENT FIN FINISH(ED) PSF POUNDS PER SQUARE FOOT COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAY UNO. A/C AIR CONDITIONING FUR FLOOR PSI POUNDS PER SQUARE INCH AFF ADDITIONAL FDC FOUNDATION PT PROPOSE TREATED 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARD DETAILS THAT REQUIRE MODIFICATIONS DUE TO 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED AFF ABOVE FlNISHED FLOOR FOC FACE OF CONCRETE (P) PROPOSED AFG ABOVEFlNISHEDGRADE FOM FACEOFMASONRY PWR POWER CABINET ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY,T-MOBILE WIRELESS WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE,SPLICES AGL ABOVEGROUNDLEVEL Fos FaceoF sruD CITY QUANTITY REPRESENTATIVE PRIOR TO START OF WORK. CLASS"B"AND ALL HOOKS SHALL BE STANDARD UNO. AIC AMPERAGE INTERRUPTION CAPACITY FOW FACEOFWALL RAD RADIUS ALUM ALUMINUM F5 FINISH SURFACE RECT RECTIFIER 3. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UN LESS SHOWN ALT ALTERNATE FT FOOT REF REFERENCE arlr ANTENNA FTG FOOTING REINF REINFORCEMENT ALL CONDITIONS AFFECTING THE PROPOSED PROJECT.CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH OTHERWISE ON DRAWINGS:CONCRETE CAST AGAINST EARTH 3IN.CONCRETE EXPOSED TO EARTH OR WEATHER. APPROX A7 PPROXIMATE (F) FUTURE (R) RELOCATED CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE #6 AND LARGER......................2IN. ARCH ARCHITECTURAL GA GAUGE REO'D REQUIRED ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS,OMISSIONS,OR DISCREPANCIES #5 AND SMALLER 8 WWF.........1-1/2IN. ATS AUTOMATICTRANSFERSWITCH GEN GENERATOR RET REMOTE ELECTRIC TILT AWG AMERICAN WIRE GAUGE GFCI GROUND FAULT CIRCUIT INTERRUPTER RSHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGIN RADIOFREQUENCY EER VER BALLY AND I N WRITING. 9725 THIRD AVE NO SUITE 410 BATT BATTERY DUE GLUE LAMINATED BEAM RMC RIGID METALLIC CONDUIT 5. A1/2'TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO.HOLES TO RECEIVE SEARLE,WASHINGTON 98115 BLDG BUILDING GLV GALVANIZED RRH REMOTE RADIOHEAD 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO EXPANSION/WEDGE ANCHORS SHALL BE 1/8'LARGER IN DIAMETER THAT THE ANCHOR BOLT,DOWEL OR ROD AND BBLOCK GPs GLOBAL POSITIONING RRU RACEWAYADIOUNIT UK STARTINOWOR KONANY ITEM NOT CLEAR LYDEFINEDBYTHECON STRUCTIONDRAWINGS/CONTRACT DOCUMENTS. SHALL CON FOR M TO MANU FACTU R ER'S RECOMM EN DATION FOR EMSEDMENT DEPTH OR AS S HOWN ON TH E SM BLOCKING GNO GROUND RWY RACEWAY BM BEAM GSM GLOBAL SYSTEM FOR MOBILE SCH SCHEDULE DRAWINGS.AVOID CUTTING EXISTING REBARWHEN DRILLING HOLES INTHE ELEVATED SLAB. BTC BARE TINNED COPPER CONDUCTOR HOG HOT DIPPED GALVANIZED SHT SHEET 5. THE CONTRACT SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS.THE CONTRACTOR BTS BASE TRANSMISSION SYSTEM HDR HEADER SIAD SMART INTEGRATED ACCESS DEVICE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,SAFETY AND 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN BOF BOTTOM OF FOOTING HGR HANGER SIM SIMILAR PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. RECOMMENDATION. CAB CABINET HVAC HEAT/VENTILATION/AIR CONDITIONING SPEC SPECIFICATION CANT �� HT HEIGHT so SQUARE CHARGNGGfl NTERIORGROUNDRING SS ST CHGAINLESSSTEEL B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIAL ACCORDING TO THE MANUFACTURE'S/VENDORS 7. FLOAT SURFACE SHALL BE SMOOTH FINISH.SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS.SURFACE SHALL CLG CEIUNG IN INCH STD STANDARD SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. BE SLOPED AT 2%TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. DESIGN CLR CLEAR INT INTERIOR STL STEEL COL COLUMN LB(s) POUNDS) TEMP TEMPORARYComm COMMON FEET THK THICKNESS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 8. RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED CONI CONCRETE LTE LONGRTERM EVOLUTION TMA TOWER MOUNTED AMPLIFIER CODES,REGULATIONS AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES, OF LEGALLY. Architectural CONSTR CONSTRUCTION Mas MASONRY TN TOENAIL RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY.MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, Solutions Group DBL DOUBLE MAX MAXIMUM TOA TOPOFANTENNA AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 9. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT,TOWER AREAS DC DIRECTCURRENT MB MACHINE BOLT TOC TOPOFCURB AND ADJACENT BUILDINGS. 7200 SOUTH ALTON WAY,3-270 DEPT DEPARTMENT MECH MECHANICAL TOF TOP OF FOUNDATION CENTENNIAL CO BOI12 OF DOUGLAS FIR MFR MANUFACTURER TOP TOP OF PLATE(PARAPET) 8. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE DIA DIAMETER MGS MASTER GROUND BAR TOS TOP OF STEEL LATEST REVISIONS INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS 10. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND,FROZEN MATERIALS,SNOW OR ICE DIAL DIAGONAL MIN MINIMUM TOW TOP OF WALL STAMFED INREDINK"FO RCONSTRUCTION"ANDEACH SUCCESSIVE SHEET BEARS THEARCH ITECT`SENOINEERSSIG NEDWET SHALL NOT BEPLACEDINANY FILLOREMBANKMENT. DIM DIMENSION MISC MISCELLANEOUS TVSs TRANSIENT VOLTAGE SURGE SUPPRESSION / 1303)a2a+#41 DWG DRAWING MTL METAL TYP TYPICAL STAMP. -ho*prapmc.cam DWL DOWEL MTS MANUAL TRANSFER SWITCH UG UNDERGROUND 11. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED EA EACH MW MICROWAVE UL UNDERWRITERS LABORATORY 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION STONE APPLICATION. o EC ELECTRICAL CONDUCTOR NEC NATIONAL ELECTRIC CODE LINO UNLESS NOTED OTHERWISE AGAINST DAMAGE,BREAKAGE,COLLAPSE,ETC.ACCORDING TO APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION W E EL ELEVATION NM NEWTON METERS UMTS UNIVERSAL MOBILE F ELEC ELECTRICAL # NUMBER PRACTICES. 12. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, EMT ELECTRICAL METALLIC TUBING NO NUMBER UPS UNITER UPT BILE POWER SYSTEM M(DC SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE u ENG ENGINEER Nis NOT TO SCALE POWER PLANT) 10. THE CONTRACTOR SHALL MEETALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN ED EQUAL DC OWCENTER WF VERIFIED IN FIELD EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE EXP EXPANSION OSHA OCCUPATIONAL SAFETY AND HEALTH W WIDE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO WORKING CREW. EXIST EXISTING ADMINISTRATION W/ WITH (E) EXISTING OPNG OPENING WD WOOD BETTER THAN NEW CONSTRUCTION.THE CONTRACTOR SHALL NOTIFYTHE CONSULTANT OF ANY DAMAGE TO THE BUILDING EXT EXTERIOR P/c PRECAST CONCRETE WP WEATHERPROOF SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT.THE T-MONILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE 13. THE AREAS OF THE CUSTOMERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, V/r WEIGHT AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE AT THE DRIVEWAY OR CRUSHED STONE,SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND COVERED WITH CONTRACTORS EXPENSE. MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. SYMBOLS 12. WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION THE CONTRACTOR SHALL MATCH THE 14. BEDDING MATERIAL FOR UTILITY LINES,CULVERTS AND PIPING,CLEAN SAND,MEDIUM TP COARSE,SUB ROUNDED EXISTING PITCH,GRADE AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. NATURAL RIVER OR BANK SAND,WASHED FREE OF SILT OR CLAY,LOAM,FRIABLE OR SOLUBLE MATERIALS,AND CHAIN LINK FENCE x x x X ORGANIC MATER;GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING OR OTHER CONSTRUCTION AS REQUIRED TO GAIN WOOD/WROUGHT IRON FENCE 0 ❑ ff G Cl- O ACCESS TO AREAS FOR ALL MECHANICAL,PLUMBING,ELECTRICAL OR STRUCTURAL MODIFICATIONS WHERE THE EXISTING SIEVE SIZE PERCENT PASSING: CONSTRUCTION DOORS,PARTITIONS,CEILING,ETC.ARE TO BE REMOVED,MODIFIED OR REARRANGED OR WHERE THE 3/8' 100 WALLSTRUCTURE EXPOSED OR HIDDEN MECHANICAL,ELECTRICAL SYSTEMS ARE ADDED OR MODIFIED.THE GENERAL CONTRACTOR SHALL NO.4MESH 60-90 LEASE AREA -- ---------- - REPAIR,PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS,WALLS AND CEILINGS.WHERE NO.8 MESH 045 0 CONSTRUCTION MASONRY CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO NO.16 MESH 0-25 U MATCH THE EXISTING BIND.WHERE CONCRETE CONSTRUCTION IS MODIFIED THE CONTRACTOR SHALL VERIFY THE EXACT NO.100 MESH 0-2 R PROPERTY LINE(PL) DETAILS TO BE USED FOR CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. NO.200 MESH 0-2 'O V SETBACKS ------------------------- 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS,THEN IT IS THE 15. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL,CITY OR COUNTY ^ ICE BRIDGE CONTRACTOR'S AND THE SUBCONTRACTOR's RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE GUIDELINES AND PER PLAN IF APPLICABLE. o R PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE CONTRACTOR AND A GABLE TRAY SUBCONTRACTOR'S SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUBCONTRACTOR'S SHALL BE < o WATER LINE - W W W W w - RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. UNDERGROUND POWER E E E E 15, CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET UNDERGROUND TELCO T T T T TRAVEL DISTANCE TO ALL PORTIONS OFTHE PROJECT AREA DURING CONSTRUCTION. OVERHEAD POWER OHP OHP OHP-OHP- 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. ' REGISTERED ARCHITECT OVERHEADTELCO OHT oHr OHT OHT 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK ACTIVITIES WITH OTHER DISCIPLINES. UNDERGROUND TELCO/POWER - UG7/P - UG7/P - UGT/P - UGT/P MC 18, ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT,EXPERIENCED WORKMEN IN ACCORDANCE WITH KENNETH STATE OF WASHINGTSHINGT N ON ABOVE GROUND POWER -AGP-AGP-AGP-AGP-AGP- APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 211412019, ABOVE GROUND TELCO AGT AGT AG7 AGT AGT - 19. SEAL PENETRATIONS THROUGH FIRE RATED AREAS,SHALL BE MADE WITH UL LISTED MATERIALS,APPROVED BY THE LOCAL sea I,... ABOVE GROUND TELCO/POWER -AGT/P -AG7/P -AGT/P -AGT/P JURISDICTION.CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE,AND DISPOSE OF ALL DEBRIS DAILY. 20. THECONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR WE;,l.,,,E, FIBER F F F F F ISALSORESPONSIBLE FORTHENOTIFICATION OFTIER-TWOFACILITY/UTILITY OWNERS. CASINO CORNER DCPOWER - DC DC DC -DC DC - 21. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE SNO-PUD COAX COAX COAX COAX AND OR BUILDING. SE01693B HYBRIDCABLE HYBRID HYBRID 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITYOF THESITE FOR THE DURATION OF CONSTRUCTION UNTIL SITE ADDRESS: JOB COMPLETION. 9830 EVERGREEN WAY LEVEL: EVERETT,WA 98204 RECTANGULAR DETAILCALLOUr NI X ELEVATION MARK LE X'-X' 23. ALLEXISTING INACTIVESEWER,WATER,GAS ELECTRICAND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTIONOFTHE x-X . WORK SHALL BE REMOVED.CAPPED,PLUGGED OR OTHERWISE DISCONNECTED AT POINT WHICH WILL NOT INTERFERE WITH �� 1 J THE EXECUTION OF THE WORK,AS DIRECTED BY THE RESPONSIBLE ENGINEER,AND SUBJECT TO THE APPROVAL OF THE OWNER TM O 16055.0 ELEVATION CALL OUT xxx REVISION CALL OUT ® AND/OR LOCAL UTILITIES. Sheet N- 24. ALL BROCHURES,OPERATION MANUALS,MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS AND OTHER DOCUMENTS ABBREVIATIONS, SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR TO COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. X SYMBOLS AND NOTES SECTION CALL OUT 25. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE APPROVED. x-x Sheet Nunber 26. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION.IF NORTHARROW ./Ir THE CONTRACTOR CANNOT OBTAIN A PERMIT,THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. KEYNOTE ® T-2 IL rl