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<br /> 5
<br /> GENERAL NOTES
<br /> 1. HIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2015 INTERNATIONAL BUILDING CODE SECTION 1103.29.THIS FACILITY IS Q., 11 A to,„
<br /> NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL THIS SPACE IS NOT FOR HUMAN OCCUPANCY. CND' q
<br /> 2. HE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID.ANY DISCREPANCIES, ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION t'L/A �'
<br /> CONFLICTS OR OMISSIONS SHALL BE REPORTED TO HE ENGINEER PRIOR TO SUBMITTING BIDS,AND PROCEEDING WITH ANY WORK Q
<br /> 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS.OMISSIONS,OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, A.B. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER(CABINET) I>,
<br /> SPECIFICATIONS,6 NOTES PRIOR TO STARTING CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE CONTRACTOR SHALL BE ABV. ABOVE F.F. FINISH FLOOR QTY. QUANTITY
<br /> •
<br /> RESPONSIBLE FOR CORRECTING ANY ERRORS,OMISSION,OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE NADIR) RADIUS
<br /> BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF / I , /
<br /> CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT. ADD'L ADDITIONAL FIN. FINISH(ED) REF. REFERENCE
<br /> A.F.F. ABOVE FINISHED FLOOR FLR, FLOOR REINF. REINFORCEMENT(ING)
<br /> 4. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES,WHETHER OR NOT A.F.G. ABOVE FINISHED GRADE EDN. FOUNDATION REQ'D. REQUIREDdir, /�
<br /> SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF ALUM. ALUMINUM F.O.C. FACE OF CONCRETE RCS. RIGID GALVANIZED STEEL .
<br /> REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT @ ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT
<br /> Epp-�-535 ANT. ANTENNA F.O.S. FACE OF STUD SCH. SCHEDULE •iOl p, 54777`, fQ+
<br /> APPRX APPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET lJ 'C �.�q�vV (,�V
<br /> 6. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SIM. SIMILAR OA, /STE
<br /> {.::1 y
<br /> CONSTRUCTION.ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR AWG. AMERICAN WIRE GAUGE FT.(') FOOT(FEET) SPEC. SPECIFICATION(S) CC
<br /> REP ACEDAMD TO THE
<br /> AREAS.SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING . BLLDDG. BUILDING FTG. FOOWTG(CABINET) E.S.Q. STAINLESS STEEL `S/OVAL 1---
<br /> ANY
<br /> BLKG. BLOCKING GA. GAUGE STD. STANDARD 18.14.17
<br /> 6. A COPY OF THE APPROVED PLANE SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY,AND BY LAW SHALL BE AVAILABLE FOR SM. BEAM GI. GALVANIZE(D) STL. STEEL
<br /> INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME B.N. BOUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STRUC. STRUCTURAL ITIS A VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY
<br /> INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANE AT THE SITE FOR THE PURPOSE OF BTCW. BARE TINNED COPPER WIRE OLB.(GLU-LAM) GLUE LAMINATED BEAM TEMP. TEMPORARY ARE ACTING UNDER THE DIRECTION OF A LICENSED
<br /> DOCUMENTING ALL AS-BUILT CHANGES,REVISIONS,ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE B.O.F. BOTTOM OF FOOTING OPE GLOBAL POSITIONING SYSTEM THK, THICK(NESS) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
<br /> AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. BA/ BACK-UP CABINET ORND. GROUND TMA TOWER MOUNTED AMPLIFIER
<br /> CAB. CABINET HDR. HEADER T.N. TOE NAIL
<br /> 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE 817E WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS CANT. CANTILEVER(ED) HCR. HANGER T.O.A. TOP OF ANTENNA •
<br /> COMPLETE. OLP. CAST IN PLACE HT. HEIGHT T.O.C. TOP OF CURB
<br /> CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS T.O.F. TOP OF FOUNDATION II ••■MObilee.
<br /> 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER,AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY . CLR. CLEAR IN.(") INCH(ES) T.O.P. TOP OF PLATE(PARAPET)
<br /> OWNER OR GOVERNING AGENCY. COL COLUMN INT. INTERIOR T.O.S. TOP OF STEEL
<br /> AG BO
<br /> 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C.AND ALL OTHER GOVERNING CODES,INCLUDING THE CONC. CONCRETE LBO) POUND(S) T.O.W. TOP OF WALL
<br /> HE MOST RESTRICTIVE COOS SHALL GOVERN, CONN. CONNECTION(OR) L.B. LAG BOLTS TVP. TYPICAL 19807 NORTH CREEK PARKWAY NORTH
<br /> CONST. CONSTRUCTION L.F. LINEAR FEET(FOOT) U.G. UNDER GROUND BOTHELL,WA 98011
<br /> 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CONT. CONTINUOUS L. LONG(ITUDINAL) U.L. UNDERWRITERS LABORATORY
<br /> D PENNY(NAILS) MAS. MASONRY U.N.O. UNLESS NOTED OTHERWISE
<br /> 11, WHEN REQUIRED STORAGE OF MATERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO DBL. DOUBLE MAX. MAXIMUM V.I.F. VERIFY IN FIELD
<br /> EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE DEPT. DEPARTMENT M.H. MACHINE BOLT W WIDE(WIDTH)
<br /> OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. D.F. DOUGLAS FIR MECH. MECHANICAL W/ WITH
<br /> DIA. DIAMETER MFR, MANUFACTURER WD. WOOD Technology Associates
<br /> 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.HE IS SOLELY DIAG. DIAGONAL MIN. MINIMUM W.P. WEATHERPROOF
<br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL DIM. DIMENSION MISC. MISCELLANEOUS WT. WEIGHT
<br /> PORTIONS OF THE WORK UNDER THE PROJECT. DWG. DRAWINGS) MTI. METAL CENTERLINE PNW MARKET OFFICE
<br /> OWL. DOWEL(S) N) NEW
<br /> 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND INSPECTIONS WITH RESPECT TO THE EA. EACH I1d.(B) NUMBER C PLATE 650 SOUTH ORCAS STREET,STE.R-103
<br /> WORK TO COMPLETE THE PROJECT.BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT.CONTRACTOR EL ELEVATION N.T.S. NOT TO SCALE SEATTLE,WA 98108
<br /> SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. ELEC. ELECTRICAL O.C. ON CENTER
<br /> ELEV. ELEVATOR OPNG. OPENING
<br /> 14. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE.DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES. EMT. ELECTRICAL METALLIC TUBING PIC PRECAST CONCRETE
<br /> E.N. EDGE NAIL PCS PERSONAL COMMUNICATION SERVICES
<br /> 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,BACKING,FRAMING,HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS ENG. ENGINEER PLY. PLYWOOD
<br /> INDICATED ON THE DRAWINGS, EQ. EQUAL PPC POWER PROTECTION CABINET Technology ASSociates
<br /> EXP. EXPANSION PRC PRIMARY RADIO CABINET
<br /> 18. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED EXST.(E) EXISTING P.S.F. POUNDS PER SQUARE FOOT
<br /> ASSEMBLIES. EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH
<br /> 17. PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM,TEXTURE.MATERIAL AND PAINT COLOR P.T. PRESSURE TREATED ARCHITECTURE&ENGINEERING
<br /> EXCEPT AS NOTED IN THE PLANS. 3111 CAMINO DEL RIO NORTH,STE.400
<br /> SAN DIEGO,CA 92108
<br /> 113. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10.B:C RATING WITHIN 75FT.OF TRAVEL TO ALL
<br /> PORTIONS OFTHE CONSTRUCTION ARER.
<br /> (2015 INTERNATIONAL BUILDING CODE 506.1.1 AND SECTION 908.3.1) ABBREVIATIONS
<br /> TIONS r
<br /> 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR 2 11113016 ISSUED FOR Ioaw CD MOM
<br /> APPROVING THE RESULTS.
<br /> © 08/142017 REMOVED LANDSCAPE PLAN SPL
<br /> 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY Q NEW ANTENNA OX GRID REFERENCE © 08/22/1016 ADDED LANDSCAPE PLAN MOM
<br /> SHOWN OTHERWISE.
<br /> X DETAIL REFERENCE • Ai 0 50 512 015 ISSUED FOR CITY REVISIONS MGM
<br /> 27, ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT.PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL EXISTING ANTENNA
<br /> TIMES. 0 05/163016 ISSUED FOR 10096CD REVIEW MOM
<br /> 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS © 3 07/162017 RELOCATE LEASE AREA EPL
<br /> ®MANDATED BY THE GOVERNING AGENCY. GROUND ROD ® ELEVATION REFERENCE REV DATE DESCRIPTION BY
<br /> 23.ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION REGARDING
<br /> THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR CLARIFICATIONS. TT GROUND BUS BAR SECTION REFERENCE
<br /> 24.SITE CONTRACTOR TO CALL DIG ALERT(1.800-227.2600)TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ®GROUT OR PLASTER SE01845A
<br /> 25.ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. • MECHANICAL GRND.CONN.
<br /> PRIOR
<br /> CONSTRUCTION PERMITS,
<br /> INCORPORATE CONSTRUCTION
<br /> IBEST �EMEN7
<br /> PRACTICESNECE ARYTTOCOMPLYLM HTHECITYSMUNICIPC0 INTO THE ONTTRUCTIONPLANSORSEFIICATIONS. • CADWELD I I (5)BRICK CASCADE HIGH
<br /> i
<br /> 27.PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP).THE MASONRY SCHOOL NI.
<br /> WPCP SHALL BE PREPARED IN ACCORDANCE WITH THEOUIDLINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS. [I..;] GROUND ACCESS WELL
<br /> I 28.THIS PROJECT PROPOSES NO DEVELOPEMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY CONCRETE WATER TANK
<br /> REVIEWAND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. 1
<br /> = 29.THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT, (] r•+`""�•' -••"7 ELECTRIC BOX 7410 OLYMPIC DRIVE
<br /> MEM
<br /> 30.THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY. TELEPHONE BOX EARTH
<br /> aEl EVERETT,WA 98203
<br /> S • Doo o55 GRAVEL
<br /> i STORM WATER QUALITY NOTES CONSTRUCTION BMPS: 0 LIGHT POLE WATERTANK
<br /> PLYWOOD
<br /> 1 THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT.
<br /> 0 END.MONUMENT
<br /> NOTES 1.6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 1r;?i?:?:ii i2u:'y+G SAND
<br /> 1.SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT,MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(8)OR STORM 41. SPOT ELEVATION I: WOOD CONT.
<br /> 1 WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED
<br /> CONSTRUCTION BMPS, � �WOOD BLOCKING
<br /> A
<br /> SET POINT
<br /> 2.ALL STOCK PILES OF UNCOMPACTED SOIL ANDIOR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN
<br /> ` CALENDER 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 /> BL OR GREATER. © REVISION -�_TIE 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 /> PLACE ON THE SITE. A COAXIAL CABLE
<br /> 4.ALLEROSION/SEDIMENT CONTROL DEVICES SHALL BEMAINTAINED IN WORKING ORDER AT ALL TIMES. ••••••••-...••••••••-... - - CENTERLINE
<br /> LLL; F FIBER
<br /> T.5/ 6.ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. pROPERNA.EA6E LINE �-P/F -POWER AND FIBER
<br /> r_ JURISDICTION APPROVAL STAMP
<br /> d 8.THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS AUTO THE ENVIRONMENT. X CHAIN LINK FENCING DEPARTMENT FOR LAND USE
<br /> gFOR BUILDING&CONSTRUCTION
<br /> iliii----- MATCH LINE CI ❑ WOOD FENCE DEPARTMENT
<br /> •-u,-w- OVERHEAD POWER UNE
<br /> SHEET TITLE
<br /> 52
<br /> GENERAL FIRE NOTES: S WORK POINT NOTES &
<br /> y, GOP- BURIED POWER LINE
<br /> Oy,
<br /> 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2O/S INTERNATIONAL BUILDING CODE AND ALL LEGEND
<br /> C GOVERNING CODES. GROUND CONDUCTOR OFR OVERHEAD TELEPHONE LINE
<br /> W 2. ADDRESS SHALL SE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR11GT BURIED TELEPHONE LINE
<br /> ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2) T TELEPHONE CONDUIT
<br /> .y3 3. DECORATIVE MATERIALS SHALL BE MAINTAINED INA FLAME-RETARDANT CONDITION.(2(115 INTERNATIONAL BUILDING CODE 806.1) -W-W- BURIED WATER LINE SHEET NUMBER
<br /> O 55 BURIED SANITARYDRAIN,U 4. PORTABLE FIRE EXTINGUISHERS:AT LEAST ONE FIRE EXTINGUISHER WITH MINIMUM RATING OF 2-A-ISB:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM E ELECTRICAL CONDUIT
<br /> S TRAVEL DISTANCE FOR EACH 6000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1) (POWER)
<br /> -SD BURIED STORMRMDRAIN
<br /> T-2
<br /> Iii
<br /> = GENERAL NOTES 4 LEGEND 3 NOT USED 2l
<br /> Cf.„../7/1-2?
<br />
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