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Home My WebLink AboutR-405602SYMBOL LEGEND DRAWN ON THIS SHEET X BUILDING, WALL SECTIONS #x # x # AND DETAIL REFERENCES DRAWN ON THIS SHEET REFERENCED FROM THIS SHEET X REFERENCE TO DETAIL #x # x # I\ P LAN X DETAIL DESIGNATION XXXX DRAWN ON SHEET NUMBER x SECTION/DETAIL DESIGNATION XXXXX XXXXX DRAWN ON SHEET NUMBER REFERENCED ON SHEET NUMBER 0 sTs Q- D -TOFA - ROFA- A ss •c0 E cw FW Tw Twc 11 11� .:: all or, CONSTRUCTION ABOVE OR BELOW, BEYOND OR BEHIND FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION GENERAL "BOAT" NOTE FOR SPECIFIC OR EXIST. INFORMATION CHAINLINK FENCE AIRCRAFT CLEARANCE LINES CMP SLOT DRAIN STORM SEWER FUEL SPILL LINE, DIP TYPE 1 CATCH BASIN, SOLID LID TYPE 1 CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE TAXIWAY OBJECT FREE AREA RUNWAY OBJECT FREE AREA AIRPORT LEASE LINE CLEARANCE LINE COMPRESSED AIR SANITARY SEWER CLEANOUT ELECTRICAL DOMESTIC WATER FIRE WATER TEPID WATER TEPID WATER COLLECTION AUTOMATED SLIDE GATE TURNSTILE ADA ACCESSIBLE GATE BOLLARD ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PANEL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON C Cl PROJECT - SITE DCN-04 RT TWN 03.09.16 - APRON C Cl PROJECT - SITE DCN-09 RT TWN 05.11.16 - APRON C Cl PROJECT - SITE DCN-05 RT TWN 03.28.16 - APRON C Cl PROJECT - SITE DCN-10 RT TWN 06.06.16 - APRON C Cl PROJECT - SITE DCN-06 RT TWN 04.05.16 - APRON C Cl PROJECT - SITE DCN-11 RT TWN 07.05.16 - APRON C Cl PROJECT - SITE DCN-07 RT TWN 04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.17.16 - APRON C Cl PROJECT - SITE DCN-08 RT TWN 04.22.16 APRON C PARCEL 820 RT TWN 02.08.19 ABBREVIATIONS & AND INCL @ AT JT AB ANCHOR BOLT ADJ ADJACENT K AFF ABOVE FINISHED FLOOR KO AGG AGGREGATE L AL ALUMINUM LB ALT ALTERNATE LEN ANCH ANCHOR, ANCHORAGE LF APA AMERICAN PLYWOOD ASSOC. LL APPD APPROVED LWR APPROX APPROXIMATE ASTM AMERICAN SOCIETY MATL OF TESTING MATERIALS MAX BTWN BETWEEN MB BLDG BUILDING MBR BLKG BLOCKING MET BOT BOTTOM MFR MIN C CHANNEL MISC CB CATCH BASIN MT CC CENTER TO CENTER MTL CEM CEMENT CF CUBIC FEET N CJ CONTROL JOINT NF CL CENTER LINE NIC CLR CLEAR(ANCE) NO. CMP CORRUGATED METAL PIPE NOM COL COLUMN NTS COMP COMPRESS(ED) (ION) OA CONIC CONCRETE O/C CONN CONNECTION OD CONST CONSTRUCTION OF CONT CONTINUOUS, CONTINUE OPG CONTR CONTRACT(OR) OPP CTSK COUNTERSUNK CY CUBIC YARD(S) P PAR 0 DIAMETER PCC DBL DOUBLE PCF DEMOL DEMOLISH, DEMOLITION PERF DEP DEPRESSED PERIM DI DUCTILE IRON PL DIA DIAMETER PLYWD DIAL DIAGONAL PNL DIM DIMENSION PREST DL DEAD LOAD PRF DN DOWN PSF DS DOWNSPOUT PSI DWG DRAWING PT E EAST (COORDINATE) PVC EA EACH R EB EXPANSION BOLT R EF EACH FACE REF EJ EXPANSION JOINT REINF EL ELEVATION REQ ELEV ELEVATION REV EQ EQUAL RH EW EACH WAY RO EXIST EXISTING EXP EXPOSED S EXT EXTERIOR SECT SF FAS FASTEN(ER) SHT FF FACTORY FINISH SIM FF FINISHED FLOOR SQ FGR FINISH GRADE SST FH FIRE HYDRANT ST FIN FINISHED) STD FND FOUNDATION STL FOC FACE OF CONCRETE STR FOF FACE OF FINISH SYM FOIC FURNISHED BY OWNER/ SYS INSTALLED BY CONTRACTOR FO FINISHED OPENING T&B FRO FOR REFERENCE ONLY T&G FT FOOT TEMP FTG FOOTING THK FUT FUTURE TOC GA GAGE TOC TOL GALV GALVANIZED TOS GC GENERAL CONTRACTOR TS GI GALVANIZED IRON TYP GR GRADE GT GROUT UBC HDNR HARDENER UL HDPE HIGH DENSITY POLYETHYLENE UNO HDWD HARDWOOD UPR HDWR HARDWARE VB HG HIGH GRADE VERT HM HOLLOW METAL HOR HORIZONTAL W HS HIGH STRENGTH W HT HEIGHT W ID INSIDE DIAMETER WO W ID INSIDE DIMENSION W/0 IF INSIDE FACE WWF IN INCH Q� BOE/NG° C'— GENERAL NOTES INCLUDED(D) (ING) 1) THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CLOUD(S) MARKED WITH THE REVISION (REV) LETTER WHICH MATCHES THE ONE JOINT INDICATED IN THE LOWER RIGHT CORNER OF THE SHEET OR THE LATEST REV LETTER IN THE REVISION SECTION OF THE TITLE BLOCK. IF THERE IS NO CLOUD ON THE SHEET, THE ENTIRE SHEET IS IN THE SCOPE OF WORK, UNLESS IT'S A DETAIL SHEET. A DETAIL REFERENCED KIPS) WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK EVEN WHEN THE ACTUAL DETAIL DRAWING IS NOT CLOUDED ON THE DETAIL SHEET. KNOCK OUT LEGENDS AND GENERAL NOTES ALWAYS APPLY WHETHER CLOUDED OR NOT. CONSTRUCTION NOTES PERTAINING TO THIS JOB WILL BE CLOUDED LENGTH AND MARKED WITH THE MATCHING REV LETTER UNLESS ON A SHEET WHERE THERE ARE NO CLOUDS AT ALL, THEN ALL NOTES APPLY. FLAG LAG BOLT NOTES POINT TO SPECIFIC INSTANCES OF THE CONSTRUCTION; NUMBERED NOTES APPLY TO THE ENTIRE CONSTRUCTION AREA. LENGTH LINEAL FEET 2) PROVIDE MEANS PURCHASE AND INSTALL TO COMPLETE WORKING ORDER, INTEGRATED WITH ADJACENT BUILDING ELEMENTS AND FINISH ITEMS, IN LIVE LOAD FULL COMPLIANCE WITH DESIGN INTENT. INSTALL MEANS, OBTAIN ITEM(S) TO BE INSTALLED FROM OWNER AT LOCATION AS DIRECTED BY LOWER CONSTRUCTION MANAGER, AND INSTALL IN SAME MANNER AND COMPLIANCE AS IF PURCHASED. MATERIAL 3) KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND STORE CONSTRUCTION MATERIALS AND EQUIPMENT MAXIMUM IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. MACHINE BOLT MEMBER 4) VERIFY DIMENSIONS & CONDITIONS SHOWN ON THE DRAWINGS AND ON SITE AND ACCEPT RESPONSIBILITY FOR THE JOINING OF WORK AMONGST METAL MANUFACTURE(R) VARIOUS TRADES AND TO EXISTING CONDITIONS. BRING DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS TO THE ATTENTION OF THE MINIMUM CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. MISCELLANEOUS MOUNTED) (ING) 5) STOP WORK IN AREA WHERE ASBESTOS &/OR LEAD PAINT IS SUSPECTED. IMMEDIATELY REPORT DISCOVERY TO CONSTRUCTION MANAGER FOR TESTING AND POSSIBLE REMEDIAL ACTIVITY BY BOEING. M ETAL NORTH (COORDINATE) 6) ENSURE ALL WORK CONFORMS TO APPLICABLE CODES AND REGULATIONS. NEAR FACE NOT IN CONTRACT 7) COMPLY WITH THE CONSTRUCTION MANAGER (OR PROJECT ADMINISTRATOR) FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. NUMBER NOMINAL 8) PROVIDE ALL REPETITIVE FEATURES NOT FULLY SHOWN ON THE DRAWINGS AS IF DRAWN IN FULL SO THAT THE WORK COMPLETELY MEETS THE NOT TO SCALE INTENT OF THE CONTRACT DOCUMENTS. OVERALL 9) DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE OR MASONRY WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, ON CENTER UNLESS NOTED OTHERWISE. DIMENSION ARE NOT SHOWN IN CONDITIONS WHERE NEW CONST IS TO ALIGN WITH EXISTING FACE OR CENTER OUTSIDE DIAMETER LINE. OUTSIDE FACE OPENING OPPOSITE 10) PATCH AND PAINT ALL EXISTING SURFACES DAMAGED DURING REMOVAL AND CONSTRUCTION (PAINT ENTIRE CONTINUOUS SURFACE). PAINT 11) PRIOR TO INSTALLING FINISHES, INSPECT, PATCH AND REPAIR ALL SUBSURFACE CONDITIONS TO PROVIDE A SMOOTH, FLAT FINISH THROUGHOUT. PARALLEL PRECAST CONCRETE 12) PLANS WHICH APPEAR AS BACKGROUNDS ON MECHANICAL AND ELECTRICAL DRAWINGS, ARE ONLY FOR THE PURPOSE OF ILLUSTRATING GENERAL POUNDS PER CUBIC FOOT PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT RELATED TO THE SPECIFIC PERFORATE(D) SYSTEMS SHOWN ON EACH SHEET AS INDICATED IN THE DRAWING SUB —TITLE. PERIMETER PLATE 13) TAKE RESPONSIBILITY FOR COORDINATION OF ARCHITECTURAL, MECHANICAL, AND ELECTRICAL WORK. REFER TO ARCHITECTURAL, MECHANICAL AND PLYWOOD ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. PANEL PRESTRESS(ED) 14) VERIFY LOCATION OF ALL UTILITIES PRIOR TO WORK BELOW INTERIOR FINISH FLOOR OR EXTERIOR PAVING. PREFORMED POUNDS PER SQUARE FOOT 15) OBTAIN & POST REQUIRED CONSTRUCTION PERMITS FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO COMMENCING CONSTRUCTION. POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE 16) PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO THE BOEING PROJECT CONSTRUCTION MANAGER WHENEVER SUCH INSTRUCTIONS ARE REFERENCED IN THE CONSTRUCTION NOTES. RADIUS (CURVATURE) RISER 17) COORDINATE WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR STAGING AREAS WHERE CONTRACTOR MAY STORE SALVAGED MATERIALS TO REFERENCE, REFER TO BE REUSED IN LATER PARTS OF THIS PROJECT AND WHERE MATERIALS TO BE STAGED BY BOEING ARE TO BE LOCATED. REINFORCE(D) (ING) REQUIRED) (ING) 18) SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION NOTES FOR REVISION(S), REVISED MATERIAL CALLOUTS. RIGHT HAND ROUGH OPENING 19) PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION, BETWEEN ALL FIRE RESISTANCE RATED CONSTRUCTION SOUTH (COORDINATE) AT FLOORS, SHAFTS AND BUILDING PARTITIONS AND ALL PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. SECTION SQUARE FEET 20) VERIFY WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. PROVIDE ACCESS FOR SHEET ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGES, CONCEALED JUNCTION BOXES, AND ELECTRICAL DEVICES OR ACCESSORIES. SIMILAR SUBMIT THE LOCATIONS, SIZES & TYPES OF EXPOSED ACCESS DOORS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF THE SQUARE MECHANICAL AND ELECTRICAL EQUIPMENT. STAINLESS STEEL STRUCTURAL TEE STANDARD STEEL STRUCTURAL SYM M ETRY,SYM METRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TEMPORARY THICKNESS) TOP OF CONCRETE TOP OF CURB TOLERANCE TOP OF STEEL STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS' LABORATORY UNLESS NOTED OTHERWISE UPPER VAPOR BARRIER VERTICAL WEST (COORDINATE) WIDE FLANGE WIDTH, WIDE WHERE OCCURRING WITH WITHOUT WELDED WIRE FABRIC w ACCEPTABILITY DRAWN R. TEMPLADO SFij THIS DESIGN AND/OR CHECKED T. NEU o G SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED D. MURATA 4 APPROVED NAL ... IN COMPUA I C E Vyll I- %;I ry OF FRENTON $TANDARD$ DEVELOPMENT ENGINEERING rnair 04/26/2019 ' IFIC SUBMITTAL FEBRUARY 8, 2019 AIL SUBTITLE 02.08.19 02.08.19 TITLE 02.08.19 02.08.19 CIVIL MASTER KEY SHEET BOEING APRON C PARCEL 820 PROJECT SITE 05-YD JOB NO. RENTON, WA DWG N0. R-405602 41"D REVISION SYMBOL DATE W3441886 Gl Gl W3441886 COMP NO. 05—APRON—C—G1