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I
<br /> GENERAL NOTES
<br /> 1. THIS OCU AISESPACE FROM HANDICAPP BY REQUIREMENTS PER PERSONNEL.
<br /> THIS SPACE
<br /> IS NOT FOR
<br /> NSECTION ANCY.9.THIS FACILITY IS �� O sATA ATi
<br /> NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL.THIS SPACE IS NOT FOR HUMAN OCCUPANCY. Y Yty7
<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 AY'. ��r,,
<br /> 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS.OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION �� l�-1 '`�' '�
<br /> SPECIFICATIONS.8 NOTES PRIOR TO STARTING CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOUTION,THE CONTRACTOR SHALL BE 414441 (P,4
<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 AB, ANCHOR BOLT EQ. EQUAL P/C PRECASTERSONLCOMM CONCRETE �S� .'
<br /> CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. ABV. ABOVE EXP. EXPANSION PCS PERSONAL COMMUNICATION SERVICES -
<br /> 4. PRIOR TO STARTING CONSTRUCTION.THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,ANETHER OR NOT ACCA ANTENNA CABLE COVER ASSEMBLY EXST.(E) EXISTING PLY. PLYWOOD / 1!1/
<br /> SHOWN ON THE PLANS,MD TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ADD'L ADDITIONAL EXT. EXTERIOR PPC POWER PROTECTION CABINET 1
<br /> REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK CONTACT USA DIG ALERT 6 AF.F. ABOVE FINISHED FLOOR FAB. FABRICATION(OR) PRC PRIMARY RADIO CABINET
<br /> 800-2272600 AF.G. ABOVE FINISHED GRADE F.F. FINISH FLOOR P.S.F. POUNDS PER SQUARE FOOT 41393
<br /> ALUM. ALUMINUM F.G. FINISH GRADE P.S.I. POUNDS PER SQUARE INCH T 7I
<br /> 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ALT. ALTERNATE FIN. FINISH(ED) P.T. PRESSURE TREATED CIVIL
<br /> CONSTRUCTION.ANY DAMAGE TO PROPOSED OR EXISTING SURFACES.STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR ANT. ANTENNA FLR. FLOOR POUR. POWER(CABINET)
<br /> REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING APPRX. APPROXIMATE(LY) FDN. FOUNDATION QTY. QUANTITY M Ip]�,i,
<br /> O
<br /> 20^
<br /> ANY DAMAGED AREAS. ARCH. ARCHITECT(URAL) F.O.C. FACE OF CONCRETE RAD.(R) RADIUS .��.
<br /> AWG. AMERICAN WIRE GAUGE F.O.M. FACE OF MASONRY REF. REFERENCE L
<br /> 8. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY.AND BY LAW SHALL BE AVAILABLE FOR BLDG. BUILDING F.O.S. FACE OF STUD REINF. REINFORCEMENT(ING)
<br /> INSPECTION AT ALL TIMES.IT IS THE CONTRACTORS RESPONSIBIUTY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME BLK BLOCK F.O.W. FACE OF WALL REGD. REQUIRED ITISAWOLATIONOF LAW FOR ANY PERSONUMESS THEY
<br /> INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF BLKG. BLOCKING F.S. FINISH SURFACE RGS. RIGID GALVANIZED STEEL ARE ACTING UNDER THE DIRECTION OF AUCENSED
<br /> DOCUMENTING ALL AS•BUILT CHANGES,REVISIONS,ADDENDA OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE BM. BEAM FT.(') FOOT(FEET) RRU. RADIO REMOTE UNIT PROFESSIONAL ENGINEER,TO ALTER INS DOCUMENT.
<br /> AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT, BN. BOUNDARY NAILING FTG. FOOTING SCH. SCHEDULE
<br /> BTCW. BARE TINNED COPPER WIRE G. GROWTH(CABINET) SHT. SHEET
<br /> 7. C CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE J08 IS B.O.F. BACKOMOFFOOTING C.A. GAUGE SIM. SIMILAR RE
<br /> T ••mobile.
<br /> HECOMPLETE. BM BOTT-UPOM F FOOT GI. GALVANIZE(D) SPEC. SPECIFICATION(S)A710N(S)
<br /> 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACIUTIES AS REQUIRED BY THE PROPERTY CAB. CABINET G.F.I. GROUNDELAMINATEDNATE CIRCUIT INTERRUPTER SQ. SQUNLE
<br /> CANT. CANTILEVERED) GLB.(GLU-LAM) GLUE BEAM S.S. STAINLESS STEEL
<br /> OWNER OR GOVERNING AGENCY. C.I.P. CAST IN PLACE GPS GLOBAL POSITIONING SYSTEM STD. STANDARD
<br /> 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATESTI.B.C.AND ALL OTHER GOVERNING CODES,INCLUDING THE CLG. CEILING GRID. GROUND ST STEEL
<br /> CLG. CLEAR HDR. HEADERSTL STRUCTURAL 19807 NORTH CREEK PARKWAY NORTH
<br /> THE MOST RESTRICTIVE CODE SHALL GOVERN. COL. COLUMN HGR. HANGER TEMP. TEMPORARY
<br /> CONC. CONCRETE HT. HEIGHT THK. THICKNESS) BOTHELL,WA 98011
<br /> 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CONN, CONNECTION(OR) ICGB. ISOLATED COPPER GROUND BUS TMA TOWER MOUNTED AMPLIFIER
<br /> 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO CONST. CONSTRUCTION IN.(") INCH(ES) T.N. TOE NAIL
<br /> CANT. CONTINUOUS INC. INTERIOR T,O.A TOP OF ANTENNA
<br /> EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE
<br /> OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT, d PENNY(NAILS) LBO) POUND(S) TOP OF CURB T,O.C.
<br /> DBL. DOUBLE L.B. LAG BOLTS T.O.F. TOP OF FOUNDATION Technology Associates
<br /> 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY DEPT. DEPARTMENT L.F. LINEAR FEET(FOOT) T.O.P. TOP OF PLATE(PARAPET)
<br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL D.F. DOUGLAS FIR L. LONG(ITUDINAL) T.O.S. TOP OF STEEL
<br /> PORTIONS OF THE WORK UNDER THE PROJECT. DIA. DIAMETER MAX. MASONRY T.O.W. TOP OF WALL PNW MARKET OFFICE
<br /> DIAG. DIAGONAL MAX MAXIMUM TYP. TYPICAL 97253RDAVENUENE,STE.410
<br /> 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS.LICENSES AND INSPECTIONS WITH RESPECT TO THE DIM. DIMENSION M.B. MACHINE BOLT U.G. UNDER GROUND
<br /> WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR DWG. DRAWING(S) MECH. MECHANICAL U.L UNDERWRITERS LABORATORY SEATTLE,WA 98115
<br /> SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. OWL. DOWEL(S) MFR. MANUFACTURER U.N.O. UNLESS NOTED OTHERWISE
<br /> EA. EACH MIN. MINIMUM V.I.F. VERIFY IN FIELD
<br /> 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. EL ELEVATION MISC. MISCELLANEOUS W WIDE(IMDTH)
<br /> ELEC. ELECTRICAL rMTL. METAL W/ WITH
<br /> 15. THE INDICATED CONTRACTOR
<br /> THE DRAWINGS.LVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS ELEV.EMT. ELEVATIORCAL METALLIC TUBING VINO.(#) NEWNUMBER WOOD
<br /> W.P. WEATHERPROOF
<br /> E.N. EDGE NAIL N.T.S. NOT TO SCALE WI. WEIGHT Technology Associates
<br /> 18. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ENG. ENGINEER O.C. ON CENTER CENTERLINE
<br /> ASSEMBLIES. OPNG. OPENING R PLATE
<br /> ARCHITECTURE&ENGINEERING
<br /> 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR 2687 CAMINO DEL RIO SOUTH,STE.205
<br /> EXCEPT AS NOTED IN THE PLANS. SAN DIEGO,CA 92108
<br /> 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2k1S'BC RATING WITHIN 75FF.OP TRAVEL TO ALL ABBREVIATIONS 7
<br /> PORTIONS OF THE CONSTRUCTION AREA. - - - - - - -
<br /> (2015 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
<br /> APPROVING THE RESULTS.
<br /> 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY -
<br /> NEW ANTENNA 0 GRID REFERENCE
<br /> SHOWN OTHERWISE. Allk
<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 Ci3 EXISTING ANTENNA ® DETAIL REFERENCE 0 10302020 ANCHOR+1.700 FOR tm%CD RKS
<br /> TIMES.
<br /> 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS ® GROUND ROD ® ELEVATION REFERENCE LANDLORD SIGNATURE A 08/052020 ANCHOR+L700 FOR HB%CD 06$
<br /> MANDATED BY THE GOVERNING AGENCY.
<br /> REV DATE DESCRIPTION
<br /> 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION TI GROUND BUS BAR irk
<br /> REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR SECTION REFERENCE
<br /> CLARIFICATIONS. SE01601 B
<br /> 24. SITE CONTRACTOR TO CALL DIG ALERT(1-ROD-227.2800)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. • MECHANICAL GRND.CONN.
<br /> y25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. I - -I (E)BRICK
<br /> 81 26. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT ■ CADWELD GRAND AWE/
<br /> CI PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS.
<br /> W (E)MASONRY y 27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THEAPPLCANT SHALL SUBMIT WATER POLLUTION CONTROL PLAN WPCP).THE � GROUND ACCESS CWELL �J N O-P U D/ KAN E
<br /> E. WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS.
<br /> 28. THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY I' CONCRETE
<br /> REVIEWAND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. OE ELECTRIC BOX 4330 BUCKER AVE
<br /> Et29. THIS PROJECT IS INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT. III.- TL1�l1 II EARTH
<br /> a ❑p TELEPHONE BOX EVERETT,WA 98203
<br /> Q 30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-0E-WAY. . GRAVEL
<br /> W WOOD POLE
<br /> ,'�� STORM WATER QUALITY NOTES CONSTRUCTION BAPS: LIGHT POLE ,,„„„„,,„„„I PLYWOOD
<br /> 2 THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT. 0
<br /> END.MONUMENT I :..;,.;1 SAND
<br /> p NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS.
<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 Y SPOT ELEVATION [' "] WOOD CONT.
<br /> N- WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> CLEANING ANY SUCH DEBRIS THAT MAYBE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED
<br /> Z CONSTRUCTION BMPS. I I WOOD BLOCKING
<br /> D. ® SET POINT
<br /> O 2.ALL STOCK PILES OF UN-COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN
<br /> Q 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% STEEL
<br /> K OR GREATER. A REVISION -T/E OVERHEAD SERVICE
<br /> 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN CONDUCTORS
<br /> u PLACE ON THE SITE. A COAXIAL CABLE
<br /> °/ 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. - - CENTERLINE
<br /> F FIBER
<br /> X 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.
<br /> >< -- - - PROPERTY/LEASE LINE PIP - POWER AND FIBER JURISDICTION APPROVAL STAMP
<br /> k 8. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. X CHAIN LINK FENCING DEPDEPARTMENT BUILDING USEERUCIION
<br /> = MATCH LINE ❑ ❑ ❑ WOOD FENCE
<br /> S GENERAL FIRE NOTES:o. SHEET TITLE
<br /> -O.-O.- OVERHEAD POWER LINE
<br /> 3 1. BUILDINGS UNDERGOING CONSTRUCTION.ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE IMTH 2015 INTERNATIONAL BUILDING CODE AND ALL WORK POINT
<br /> GOVERNING CODES. IS -UGP BURIED POWER LINE NOTES &
<br /> O
<br /> D 2. ADDRESS SHALL BE PROVIDED FOR ALL TERN PROPOSED AND EXISTING BUILDINGSGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR UHT OVERHEAD TELEPHONE LINE LEGEND
<br /> tl ROAD FRONTING THE PROPERTY.(2M5INTERNATIONAL BUILDING CODE 501.2) �j - GROUND CONDUCTOR
<br /> » UG BURIED TELEPHONE LINE
<br /> J 3. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 806.1) /T
<br /> S T TELEPHONE CONDUIT
<br /> 4. PORTABLE FIRE EXTINGUISHERS:AT LEAST ONE FIRE EXTINGUISHER WTHA MINIMUM RATING OF2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM -V-V- BURIED WATER LINE SHEET NUMBER
<br /> TRAVEL DISTANCE FOR EACH 6.000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1)
<br /> Q - E ELECTRICAL CONDUIT
<br /> SS BURIED SANITARYSEWER T 2
<br /> (POWER) SD BURIED STORORDRAIN
<br /> M DRAIN
<br /> GENERAL NOTES 4 LEGEND 3 NOT USED 2
<br />
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