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PLANS PREPARED FOR: <br /> GENERALNOTES <br /> 1. THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2018 INTERNATIONAL BUILDING CODE SECTION 1103.2.9.THIS FACILITY IS <br /> NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. Mobile <br /> 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, <br /> CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK. <br /> 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS,OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, <br /> SPECIFICATIONS,&NOTES PRIOR TO STARTING CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE CONTRACTOR SHALL BE LANDLORD SIGNATURE 19807 NORTH CREEK PKWY N <br /> RESPONSIBLE FOR CORRECTING ANY ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN <br /> BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF BOTHELL,WA 98011 <br /> CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. <br /> ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION <br /> 4. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR NOT <br /> SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF <br /> REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT @ <br /> 800-227-2600 AS ANCHOR BOLT EXP EXPANSION P/C PRECAST CONCRETE PLANS PREPARED BY: <br /> ABV ABOVE EXST(E) EXISTING PCS PERSONAL COMMUNICATION SERVICES <br /> 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ACCA ANTENNA CABLE COVER ASSEMBLY EXT EXTERIOR PLY PLYWOOD <br /> CONSTRUCTION.ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR ADD'L ADDITIONAL FAB FABRICATION(OR) PPC POWER PROTECTION CABINET <br /> REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING AFF ABOVE FINISHED FLOOR FF FINISH FLOOR PRC PRIMARY RADIO CABINET Technology Associates <br /> ANY DAMAGED AREAS. AFG ABOVE FNSHED GRADE FG FINISH GRADE PSF POUNDS PER SQUARE FOOT <br /> ALUM ALUMINUM FIN FINISH(ED) PSI POUNDS PER SQUARE INCH <br /> 6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY,AND BY LAW SHALL BE AVAILABLE FOR ALT ALTERNATE FLR FLOOR PT PRESSURE TREATED <br /> INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME ANT ANTENNA FDN FOUNDATION PWR POWER(CABINET) <br /> INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF APPRX APPROXIMATE(LY) FOC FACE OF CONCRETE QTY QUANTITY SEATTLE MARKET OFFICE <br /> DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS,ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE ARCH ARCHITECT(URAL) FOM FACE OF MASONRY RAD(R) RADIUS 9725 3RD AVENUE NE,STE.410 <br /> AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. AWG AMERICAN WIRE GAUGE FOS FACE OF STUD REF REFERENCE <br /> BLDG BUILDING FOW FACE OF WALL REINF REINFORCEMENT(ING) SEATTLE,WA 98115 <br /> 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS BLK BLOCK FS FINISH SURFACE REQ'D REQUIRED <br /> COMPLETE. BLKG BLOCKING FT(') FOOT(FEET) RGS RIGID GALVANIZED STEEL <br /> BM BEAM FTG FOOTING RRU RADIO REMOTE UNIT <br /> 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY BN BOUNDARY NAILING G GROWTH(CABINET) SCH SCHEDULE <br /> OWNER OR GOVERNING AGENCY. BTCW BARE TINNED COPPER WIRE GA GAUGE BHT SHEET JURISDICTION APPROVAL SEAL: <br /> 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C.AND ALL OTHER GOVERNING CODES,INCLUDING THE BOF BOTTOM OF FOOTING GI GALVANIZE(D) SIMSIMILAR <br /> THE MOST RESTRICTIVE CODE SHALL GOVERN. B/U BACK-UP CABINET GFI GROUND FAULT CIRCUIT INTERRUPTER SPEC SPECIFICATION(S) <br /> CAB CABINET GLB(GLU-LAM) GLUE LAMINATED BEAM SQ SQUARE <br /> 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CANT CANTILEVER(ED) GPS GLOBAL POSITIONING SYSTEM SS STAINLESS STEEL <br /> CIP CAST IN PLACE GRIND STD STANDARD <br /> 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO CLG CEILING HDR HEADER STL STEEL <br /> EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE CLR CLEAR HGR HANGER STRUC STRUCTURAL <br /> OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. COL COLUMN HT HEIGHT TEMP TEMPORARY <br /> CONC CONCRETE ICGB ISOLATED COPPER GROUND BUS THK THICK(NESS) <br /> 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY CONN CONNECTION(OR) IN(") INCH(ES) TMA TOWER MOUNTED AMPLIFIER <br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL CONST CONSTRUCTION INT INTERIOR TN TOE NAIL <br /> PORTIONS OF THE WORK UNDER THE PROJECT. CONT CONTINUOUS LB(#) POUND(S) TOA TOP OF ANTENNA <br /> d PENNY(NAILS) LB LAG BOLTS TOC TOP OF CURB <br /> 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE DBL DOUBLE LF LINEAR FEET(FOOT) TOF TOP OF FOUNDATION <br /> WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR DEPT DEPARTMENT L LONG(ITUDINAL) TOP TOP OF PLATE(PARAPET) <br /> SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. OF DOUGLAS FIR MAS MASONRY TOS TOP OF STEEL ENGINEERING SEAL: <br /> DIA DIAMETER MAX MAXIMUM TOW TOP OF WALL <br /> 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. DAG DAGONAL MB MACHINE BOLT TYP TYPICAL <br /> DIM DIMENSION MECH MECHANICAL UG UNDER GROUND <br /> 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS DWG DRAWING(S) MFR MANUFACTURER UL UNDERWRITERS LABORATORY <br /> INDICATED ON THE DRAWINGS. OWL DOWEL(S) MIN MINIMUM UNO UNLESS NOTED OTHERWISE <br /> EA EACH MISC MISCELLANEOUS VIF VERIFY IN FIELD <br /> 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED EL ELEVATION M(T)L METAL W WIDE(WIDTH) <br /> ASSEMBLIES. ELEC ELECTRICAL NN6(#) NNEW W1 WTH UMBER WD WOOD G�`0 <br /> 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR EELEVATOR <br /> EXCEPT AS NOTED IN THE PLANS. EMT <br /> ELECTRICAL METALLIC TUBING NTS NOTSCALE WP WEATHERPROOF ` <br /> EN EDGE NAIL OC ON CENTER <br /> TER WT WEIGHT <br /> C <br /> 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING MINIMUM 2A:10-B:C RATING WITHIN 75FT.OF TRAVEL TO ALL ENG ENGINEER OPNG OPENING CENTERLINE <br /> PORTIONS OF THE CONSTRUCTION AREA. EQ EQUAL IE PLATE a!� <br /> (2018 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) <br /> 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR GO <br /> APPROVING THE RESULTS. ABBREVIATIONS <br /> 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY <br /> SHOWN OTHERWISE. <br /> 21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT.PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL \O <br /> TIMES. [;� NEW ANTENNA O GRID REFERENCE <br /> 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS <br /> MANDATED BY THE GOVERNING AGENCY. EXISTING ANTENNA x% DETAIL REFERENCE <br /> 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION <br /> REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR GROUND ROD ELEVATION REFERENCE <br /> CLARIFICATIONS. ® X-X <br /> DRAWING NOTICE: <br /> 24. SITE CONTRACTOR TO CALL DIG ALERT(1-800-227-2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. <br /> rr GROUND BUS BAR X SECTION REFERENCE THESE DOCUMENTS ARE CONFIDENTIAL <br /> 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BV THIS PROJECT. X-X <br /> AND ARE THE SOLE PROPERTY OF <br /> y 26. PRIORT THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT MECHANICAL GRIND.CONN. El GROUT OR PLASTER T-MOBILE AND MAY NOT BE REPRODUCED, <br /> N PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. DISSEMINATED OR REDISTRIBUTED <br /> 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE O (E)BRICK <br /> W WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. ■ CADWELD WITHOUT THE EXPRESS WRITTEN <br /> CONSENT OF T-MOBILE. <br /> ul 28. THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY (E)MASONRY <br /> REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. <br /> w ❑® GROUND ACCESS WELL <br /> O 29. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAV. REVISIONS: <br /> a <br /> CONCRETE DESCRIPTION DATE BY REV <br /> �E ELECTRIC BOX <br /> W ISSUED FOR 90%DAS CD 08/31/2023 EL A <br /> 0 EARTH <br /> ISSUED FOR 100%DAS CD 09/07/2023 MGM 0 <br /> °w STORM WATER QUALITY NOTES CONSTRUCTION BMPS: ❑T TELEPHONE BOX <br /> U <br /> GRAVEL <br /> O THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. 0 0 0 0 0 0 <br /> W LIGHT POLE <br /> NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS. ® PLYWOOD <br /> O <br /> 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORM <br /> WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR O FND.MONUMENT <br /> Q <br /> CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY DRAFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED SAND <br /> > CONSTRUCTION BMPS. <br /> 0 ® SITE NAME: <br /> 2.ALL STOCKPILES OF UN-COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN SPOT ELEVATION WOOD CONT. <br /> y CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS,SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% ANGEL O F THE <br /> OR GREATER. <br /> SET POINT <br /> p WOOD BLOCKING <br /> Q 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN WINDS ARENA <br /> a: PLACE ON THE SITE. STEEL <br /> W <br /> G 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. Al REVISION T/E OVERHEAD SERVICE <br /> Q CONDUCTORS SITE NUMBER: <br /> u! <br /> S. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. <br /> A COAXIAL CABLE <br /> 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. CENTERLINE F FIBER <br /> X S EY H 102A <br /> r <br /> - - - PROPERTY/LEASE LINE PIF POWER ANDFlBER <br /> w <br /> X CHAIN LINK FENCING <br /> j SITE ADDRESS: <br /> GENERAL FIRE NOTES: MATCH LINE w�� WOOD FENCE <br /> 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE AND ALL -OHP-OHP- OVERHEAD POWER LINE 2000 HEWITT AVE <br /> GOVERNING CODES. WORK POINT <br /> UGP BURIED POWER LINE EVERETT,WA 98201 <br /> W 2. ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS INA POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR <br /> N ROAD FRONTING THE PROPERTY.(2018 INTERNATIONAL BUILDING CODE 501.2) OHT OVERHEAD TELEPHONE LINE <br /> J 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN AFLAME-RETARDANT CONDITION.(20181NTERNATIONAL BUILDING CODE 806.1) G GROUND CONDUCTOR SHEET DESCRIPTION: <br /> Z UG/T BURIED TELEPHONE LINE <br /> 4. PORTABLE FIRE EXTINGUISHERS:AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM NOTES Sc LEGEND <br /> rere TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2018 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) T TELEPHONE CONDUIT _W_W <br /> BURIED WATER LINE <br /> O <br /> W SS BURIED SANITARY SEWER <br /> = E ELECTRICAL CONDUIT <br /> r <br /> (POWER) SD BURIED STORM DRAIN SHEET NUMBER: <br /> r <br /> T-2 <br /> GENERAL NOTES 4 LEGEND 3 NOT USED 2 <br />