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Home My WebLink AboutR-405601BOEING COMMERCIAL AIRPLANES 0) 0 0 APRON C PARCEL 820 PROJECT0 PROJECT LOCATION a c 10-337 O L5 n 10-20 10-469 N. 6TH STREET z 10-16 i W Z Z Z Z Z W 8 J m 3 LmIREET N. 4TH EET 7___� F AIRFIELD NORTH 5-02 w 54 0 O � �000N WORT WAY co N SCALE 1 •11 HORIZONTAL & VERTICAL DATUM HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM: NGVD 29 TO CONVERT TO NAVD 88, ADD 3.556' GALVANIZATION NOTE THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. VICINITY MAP TO EVERETT MUKILTEO EVERETT ® 26 0 LYNN OD DMOND 0 BOTHELL 2 99 KIR LAND RE MOND 5 0 o z 12 20 901 o S ATTLE co BE LEVUE 90 W O BCS g 90 B E ON 5 ISSAQUAH S. PAR Cl DUWAM SH CNT RENTON 09 RENTON 0 99 DES OIN ® 16 K SCALE: NONE KENT PROJECT N SITE 5 181 AUBURN TO TA MA AUBURN PROJECT SUMMARY. DESCRIPTION OF WORK: THIS PROJECT CONSISTS OF REMOVAL OF EXISTING FACILITIES AS NEEDED TO RETURN THE APRON TO THE LEASE HOLDER IN ACCORDANCE WITH BOEINGS LEASE. AND CONSISTS OF BOTH SITE AND BUILDING DEMOLITION WORK. SITE/CIVIL WORK: CONSTRUCTION CONSISTS OF REPLACEMENT OF ASPHALT AND CONCRETE PAVEMENT NEEDED TO REMOVE AND ABANDON THE EXISTING BOEING SPECIFIC UTILITIES AND RESTORE THE APRON AND PARKING LOT PAVEMENTS. BUILDING WORK: INCLUDES THE DEMOLITION OF THE EXISTING WATER HEATER STORAGE BUILDING AND THE REMOVAL OF THE 05-436 AND 05-437 CREW SHELTERS. CONTRACTOR: SITE ADDRESS: 820 PERIMETER ROAD WEST, RENTON, WA. 98055 OWNER: BOEING COMMERCIAL AIRPLANES, SEATTLE DISTRICT P.O. BOX 3707, M/S: 1 W-10 SEATTLE, WA. 98124-2207 111TAIIIGS911110911 KING COUNTY PARCEL NO RENTON ZONING CODE: SYM REVISION BY APPROVED DATE SYM REVISION — APRON C Cl PROJECT — SITE DCN-05 RT TWN 03.28.16 — APRON C Cl PROJECT — SITE DCN-10 — APRON C Cl PROJECT — SITE DCN-06 RT TWN 04.05.16 — APRON C Cl PROJECT — SITE DCN-11 — APRON C Cl PROJECT — SITE DCN-07 RT TWN 04.12.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES — APRON C Cl PROJECT — SITE DCN-08 RT TWN 04.22.16 APRON C PARCEL 820 — APRON C Cl PROJECT — SITE DCN-09 RT TWN 05.11.16 A APRON C PARCEL 820 PERMIT COMMENT REVISION MARK CLEMENT, (206) 617-2944 0723059007 MEDIUM INDUSTRIAL (IM) BY APPROVED DATE RT TWN 06.06.16 RT TWN 07.05.16 RT TWN 10.17.16 RT TWN 02.08.19 RT TWN 03.29.19 Q� ""AIECAINFAAW" 0 LEGAL DESCRIPTION PARCEL 820 CITY OF RENTON, KING COUNTY, WASHINGTON_ POR SECS 7 & 18-23-5 & POR TOBINS D C INCL POR PLATTED & VAC STS LY WILY OF COMM W W # 2 N OF N LN DIXIE AVE & ELY OF STATE HWAY # 5 & ELY & SLY OF FOLG LN BEG ON ELY MGN SD HWAY AT PT 5 FT S OF N LN OF LOT 8 BLK 18 BRYN MAWR TH E 89.23 FT TH N 05-16-51 E 438.90 FT TH N 40-09-47 E 188.55 FT TH N 60 FT TH N 29-00-40 W 197.07 FT TH S 88-27-28 E 90.83 FT TH N 01-32-32 W 40 FT TH S 88-27-28 E 234.53 FT TH S 35-00-00 E 142.41 FT TH E 403.70 FT LESS LOTS 19 TO 22 INCL BLK 4 RENTON REAL ESTATE COS 1ST ADD LESS PORTION FOR LANE HANGAR CONDOMINIUM. CODE SUMMARY CODES: 2015 IBC AS ADOPTED BY THE CITY OF RENTON 2015 IFC AS ADOPTED BY THE CITY OF RENTON 2017 NFPA AS ADOPTED BY THE CITY OF RENTON OCCUPANCY GROUP: B FOR BUILDINGS 05-436 & 05-437 CONSTRUCTION TYPE: TYPE V-B FOR ALL BUILDINGS LOCATION ON PROPERTY: MULTIPLE LOCATIONS BLDG # NAME SF STORIES ACTUAL HEIGHT 05-436 AND 05-437 CREW SHELTERS 360 1 14'-6" < 65' FIRE PROTECTION: 117111.y[aImK6L11I.y1 NAL G'� 3/29/19 NO AUTO SPRINKLER SYSTEM IN BUILDINGS 05-436 AND 05-437 N/A ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE ,f CHECKED D. MURATA APPROVED aIL SUBTITLE 02.08.19 02.08.19 TITLE 02.08.19 02.08.19 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE ENGINEER OF RECORD HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ENGINEER OF RECORD HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 3. SALVAGE REMOVED MATERIALS WHEREVER PRACTICAL. PROVIDE NEW MATERIALS FOR CONSTRUCTION WHEREVER INSUFFICIENT SALVAGED MATERIAL HAS BEEN RETAINED. UNLESS NOTED OTHERWISE, ALL NEW WORK SHALL MATCH EXISTING IN LINE AND ELEVATION. SHOULD THESE LINES AND ELEVATIONS CONFLICT WITH THE LINES AND ELEVATIONS SHOWN ON THE DRAWINGS, CONTACT THE ENGINEER IMMEDIATELY. 4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. WORK SHALL CONFORM WITH ALL APPLICABLE CODES AND REGULATIONS. ALL ACOUSTIC TILE CEILINGS AND SUSPENSION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC) 2012 EDITION AS ADOPTED BY THE CITY OF RENTON. ALL OPENINGS, THROUGH -PENETRATIONS, AND MEMBRANE PENETRATIONS IN WALLS, PARTITIONS, FLOOR OR CEILING ASSEMBLIES SHALL BE CAULKED OR SEALED UNLESS DISALLOWED BY LISTING (SUCH AS FOR CERTAIN SMOKE/FIRE DAMPERS). WHERE THE ASSEMBLY OR ASSEMBLY PORTION IS FIRE RESISTANCE RATED THE SEAL SHALL BE AN APPROPRIATE, LISTED, FIRE RESISTANCE RATED DESIGN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT SLAB OPENINGS REMAINING AFTER INSTALLATION OF DUCTS, PIPING, AND CONDUITS HAVE BEEN FILLED TO THE THICKNESS OF THE SLAB PENETRATED WITH MATERIAL NECESSARY TO RETAIN THE FIRE RATING OF THE FLOOR. 6. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 7. CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL WORK. ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. 8. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 9. INFORMATION WHICH APPEAR AS BACKGROUNDS ON DRAWINGS ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. EXISTING CONDITIONS SHOWN ARE FROM CURRENT AVAILABLE INFORMATION INCLUDING EXISTING DRAWINGS AND SOME ON -SITE INVESTIGATION. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF THEIR WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY TO OBTAIN DIRECTION PRIOR TO START OF AFFECTED WORK. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 11. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. 12. OWNER TO PROVIDE EXISTING SOILS REPORTS AND BORING DATA FOR USE BY THE GENERAL CONTRACTOR. IFIC SUBMITTAL FEBRUARY 8,2019 CIVIL MASTER COVER SHEET BOEING APRON C PARCEL 820 PROJECT SITE 05-YD R-405601 BOWL CURRENT REVISION SYMBOL DATE W3441886 SHEET GO GO JOB N0. COMP N0. W3441886 RENTON, WA DWG N0. 05-APRON-C-GO kl