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HomeMy WebLinkAboutzR-4056SetBOEING 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 SYMBOL 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 GENERAL DRAWING INDEX C6 N N DRAWING SEQ. O SHEET REV DRAWING TITLE NUMBER NO. J w w w Lw > w Lw m cn CD r� O cD CD m U L— GENERAL 05-APRON-C-GO GO GO C COVER SHEET • 05-APRON-C-GI G1 G1 C KEY SHEET (SITE CIVIL) • 05-APRON-C-G2 G2 G2 C DRAWING INDEX SHEET (SITE) • CIVIL 05-APRON-C-C2 C2 Cl C CIVIL NOTES • 05-APRON-C-C3 C3 C2 C CIVIL NOTES • 05-APRON-C-C80 C80 C3 C OVERALL SITE PLAN • 05-APRON-C-C82 C82 C4 C CIVIL SITE PLAN • 05-APRON-C-C223R C223R C5 C TESC PLAN • 05-APRON-C-C224R C224R C6 C TESC DETAILS • 05-APRON-C-C221 R C221 R C7 C PAVING REMOVAL PLAN • 05-APRON-C-C221 C221 C8 C PAVING PLAN • 05-APRON-C-C225 C225 C9 C PAVEMENT MARKING PLAN • 05-APRON-C-C292R C292R C10 C STORM DRAIN REMOVAL PLAN • 05-APRON-C-C471 R C471 R C1 1 C FENCING REMOVAL PLAN • 05-APRON-C-C471 C471 C12 C FENCING PLAN • 05-APRON-C-0502 C502 C13 C TYPICAL SECTION DETAILS • 05-APRON-C-0511 C511 C14 C STORM DRAINAGE DETAILS • 05-APRON-C-0514 C514 C15 C FENCING DETAILS • GENERAL DRAWING INDEX DRAWING NUMBER SHEET SEQ. NO. REV DRAWING TITLE w w � CD w w � O N � w Lw Q-1 CD C6 N O J Q m cn U LANDSCAPE STRUCTURAL 05-APRON-C-S281 S281 S1 C CB TYPE 2 - REINFORCED CONCRETE COVER 05-APRON-C-S282 S282 S2 C CB TYPE 1 L - REINFORCED COVER DETAILS 05-APRON-C-S283 S283 S3 C TWO CB TYPE 1 L - REINFORCED COVER DETAILS MECHANICAL 05-APRON-C-M113R M113R M1 B COMPRESSED AIR PIPING PLAN - REMOVAL • 05-APRON-C-M111 R M111 R M2 B COMPRESSED AIR PIPING PLAN - REMOVAL • 05-APRON-C-M261 R M261 R M3 C FIRE PROTECTION AND WATER REMOVAL PLAN • 05-APRON-C-M264R M264R M4 B SAFETY SHOWER TEPID WATER PIPING PLAN - REMOVAL • 05-APRON-C-M263R M263R M5 B SAFETY SHOWER TEPID WATER PIPING PLAN - REMOVAL • 05-APRON-C-M45OR M45OR M6 B ENLARGED PLUMBING PLAN - REMOVAL • 05-APRON-C-CM504R M504R M7 B PIPING DETAILS - REMOVAL • ELECTRICAL 05-APRON-C-EO-A EO-A E1 A INDEX • 05-APRON-C-EO-B EO-B E2 A ELECTRICAL LEGEND AND ABBREVIATIONS • 05-APRON-C-E4AR E4AR E3 A PARTIAL SITE PLAN -POWER DISTRIBUTION - REMOVAL • 05-APRON-C-E4-VC-1 R E4-VC-1 R E4 A SUBSTATION VC-1 ONE -LINE - REMOVAL • 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 Q� BOE/NG° C'— NAL wwv GENERAL DRAWING INDEX DRAWING NUMBER SHEET SEQ. NO. REV DRAWING TITLE I w Lw CD I w w CD N C*"] w w O C6 N o J Q m cn U 05-APRON-C-E9AR E9AR E5 A GROUNDING PLAN-C6 & C7 - REMOVAL • 05-APRON-C-E10R E10R E6 A LIGHTING PLAN -NORTH PARCEL - REMOVAL • 05-APRON-C-E60R E60R E7 A 208Y/120V POWER PLAN-056 & C7 - REMOVAL • 05-APRON-C-El1OR E11OR E8 A 480/277V POWER PLAN-056 & C7 - REMOVAL • 05-APRON-C-E36OR E360R E9 A PARTIAL DATA AND SECURITY PLAN - REMOVAL • 05-APRON-C-E50OR E50OR E10 A ELECTRICAL DETAILS -DUCT BANKS - REMOVAL • 05-APRON-C-E501 R E501 R E1 1 A ELECTRICAL DETAILS -MANHOLE BUTTERFLIES - REMOVAL • 05-APRON-C-E502R E502R E12 A ELECTRICAL DETAILS -MANHOLE BUTTERFLIES - REMOVAL • 05-APRON-C-E508R E508R E13 A ELECTRICAL DETAILS -POWER DISTRIBUTION STANDS - REMOVAL • 05-APRON-C-E508-C6R E508-C6R E14 A POWER STAND PSC6 DETAILS - REMOVAL • 05-APRON-C-E508-C7R E508-C7R E15 A POWER STAND PSC7 DETAILS - REMOVAL • 05-APRON-C-E51OR E51OR E16 A ELECTRICAL DETAILS-AMS AND SLIDING GATE - REMOVAL • 05-APRON-C-E526R E526R E17 A REMOVAL DETAILS • 05-APRON-C-E4A E4A E18 A PARTIAL SITE PLAN - POWER DISTRIBUTION • 05-APRON-C-E4-VC-1 E4-VC-1 El A SUBSTATION VC-1 ONE -LINE • 05-APRON-C-E9A E9A E20 A GROUNDING PLAN-C6 & C7 • 05-APRON-C-E10 E10 E21 A LIGHTING PLAN - NORTH PARCEL • 05-APRON-C-E60 E60 E22 A 208Y/120V POWER PLAN-C6 & C7 • 05-APRON-C-El10 E110 E23 A 480Y/277V POWER PLAN-C6 & C7 • 05-APRON-C-E360 E360 E24 A PARTIAL DATA AND SECURITY PLAN • 05-APRON-C-E500 E500 E25 A ELECTRICAL DETAILS -DUCT BANKS • 05-APRON-C-E501 E501 E26 A ELECTRICAL DETAILS -MANHOLE BUTTERFLIES • 05-APRON-C-E502 E502 E27 A ELECTRICAL DETAILS -MANHOLE BUTTERFLIES • 05-APRON-C-E505 E505 E28 A LIGHTING DETAILS • 05-APRON-C-E506 E506 E29 A LIGHTING DETAILS • 05-APRON-C-E508 E508 E30 A ELECTRICAL DETAILS -POWER DISTRIBUTION STANDS • 05-APRON -C-E508-C6 E508-C6 E31 A POWER STAND PSC6 DETAILS • 05-APRON -C-E508-C7 E508-C7 E32 A POWER STAND PSC7 DETAILS • 05-APRON-C-E510 E510 E33 A ELECTRICAL DETAILS - AMS AND SLIDING GATE • 05-APRON-C-E511 E511 E34 A ELECTRICAL DETAILS • 05-APRON-C-E513 E513 E35 A ELECTRICAL DETAILS • ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR CHECKED oG y SPECIFICATION IS APPROVED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA 4 APPROVED IN C IPLiAW: E WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING o% rnair 04/26/2019 Is IFIC SUBMITTAL FEBRUARY 8 2019 4TE SUBTITLE CURRENT 02.08.19 DRAWING INDEX SHEET 02.08.19 SHEET 02.08.19 TITLE BOEING APRON C PARCEL 820 PROJECT 02.08.19 SITE 05-YD JOB N0. --]CIVIL MASTER RENTON, WA DWG N0. LEGEND 0 0 w cn • —DOT INDICATES DRAWING IS INCLUDED IN SUBMITTAL NO DOT INDICATES DRAWING IS NOT INCLUDED IN SUBMITTAL I1[41mKolION oil]160111001411If] II FOR REFERENCE ONLY DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION R-405603 4fLrD_0WL REVISION SYMBOL DATE W3441886 G2 G2 COMP NO. W3441886 05-APRON-C-G2 GENERAL NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL WORK THAT MAY IMPACT UTILITIES, INCLUDING BUT NOT LIMITED TO SAWCUTTING, DEMOLITION, POTHOLING, AND TRENCHING, SHALL BE SUBJECT TO THE BOEING SHUTDOWN COMMITTEE PROCESS PRIOR TO ANY SITEWORK. CONTACT CONSTRUCTION MANAGER FOR SPECIFIC REQUIREMENTS. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY OR AIRPORT TAXIWAYS SHALL BE COORDINATED WITH RENTON AIRPORT MANAGER AND BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS, UNLESS OTHERWISE APPROVED IN WRITING BY THE AIRPORT MANAGER (425) 430-7471 AND DEPARTMENT OF PUBLIC WORKS AT (425) 430-7394. ALL STREETS CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE BOEING SHUTDOWN COMMITTEE, RENTON AIRPORT MANAGER, AND DEPARTMENT OF PUBLIC WORKS A MINIMUM OF 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, BOEING AND RENTON FIRE DEPARTMENTS, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. CONTRACTOR SHALL PROVIDE ALL FIELD UTILITY LOCATION SERVICES AND VERIFY ALL UTILITY LOCATIONS WITH THE PROPER BOEING FACILITIES PERSONNEL PRIOR TO THE START OF EXCAVATION WORK. FOR WORK LOCATED ON THE CITY OF RENTON PROPERTY, THE CONTRACTOR SHALL CONTACT UTILITY LOCATE AT 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. 24 HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 5. THE CONTRACTOR SHALL COORDINATE WITH BOEING TO VERIFY THAT ALL APPLICABLE LOCAL, STATE AND FEDERAL PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS UNLESS OTHERWISE DIRECTED BOEING. 6. THE CONTRACTOR SHALL PREPARE AND HAVE APPROVED ALL REQUIRED TRAFFIC CONTROL PLANS PRIOR TO IMPLEMENTING ANY TRAFFIC CONTROL. THE CONTRACTOR SHALL COORDINATE WITH BOEING REPRESENTATIVE FOR ALL TRAFFIC CONTROL REQUIREMENTS WITHIN BOEING PROPERTY, TRAFFIC CONTROL REQUIRED ON AIRPORT PROPERTY OR WITHIN CITY RIGHT OF WAY SHALL BE SUBMITTED AND APPROVED BY THE AIRPORT AND CITY OF RENTON PRIOR TO IMPLEMENTATION. 7. CONTRACTOR IS TO HAVE UTILITY LOCATOR SERVICE LOCATE UTILITIES AND SHOW THEM ON CONSTRUCTION DRAWINGS FOR REVIEW AND APPROVAL BY RENTON FACILITIES SHUTDOWN COMMITTEE PRIOR TO SAWCUTTING AND EXCAVATION. 8. ALL UNDERGROUND PIPING SHALL BE IDENTIFIED BY THE USE OF SURFACE LOCATED MARKERS, PER TYPICAL DETAIL ON SHEET C502. MARKERS SHALL BE LOCATED AT MAXIMUM INTERVALS OF 150 FT, AT ALL CHANGES OF DIRECTION, WITHIN 5 FT OF A WALL, AT ALL MANHOLES AND VALVE BOXES, AND ADJACENT TO ROADS. MARKERS SHOULD INDICATE SERVICE, PIPE SIZE, DIRECTION OF FLOW, PIPE MATERIAL AND PIPE DEPTH. MARKER INSTALLATION LOCATIONS SHALL BE INDICATED ON THE CONTRACTOR PROVIDED AS -BUILT INFORMATION IN THE FORM OF RED -MARKED DRAWINGS. 9. EXISTING MONITORING WELLS SHALL BE PROTECTED UNLESS NOTED ON THE DRAWINGS. DO NOT DISTURB MONITORING WELLS WITHOUT WRITTEN DIRECTION FROM BOEING ENVIRONMENTAL, HEALTH AND SAFETY (EHS). DISTURBED WELLS SHALL BE REPLACED AT THE DIRECTION OF BOEING PROJECT REPRESENTATIVE. ALL WELLS THAT WILL BE DISTURBED SHALL BE ABANDONED BY BOEING (EHS). TWO WEEKS NOTICE SHALL BE GIVEN TO BOEING (EHS) PRIOR TO DISTURBING THE WELL. BOEING EROSION CONTROL NOTES.-- 1. EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED AN ABSOLUTE MINIMUM, AND CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NEEDED. IN ADDITION TO MEASURES SHOWN, CONTRACTOR SHALL COVER DIRT PILES AND MAY REQUIRE BAKER TANK(S) FOR GROUND WATER. 2. ON -SITE EROSION MEASURES AND STORM WATER POLLUTION PREVENTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SEWER BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN IN THE DRAWINGS OR SPECIFIED IN THE NOTES NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL SILT FENCE OR ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 5. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SITE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY AND BOEING PROPERTY. 6. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITE'S CONSTRUCTION STORMWATER GENERAL PERMIT OR FOR CONSTRUCTION PROJECTS LESS THAN AN ACRE THE SITE'S INDUSTRIAL STORMWATER GENERAL PERMIT. 7. THE CONTRACTOR SHALL COORDINATE WITH BOEING EHS ON WHO WILL OBTAIN ANY REQUIRED STORMWATER SAMPLES. 8. THE CONTRACTOR SHALL COMPLETE AN EROSION CONTROL CHECKLIST, CAREFULLY REVIEW IT, AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. BOEING EROSION CONTROL NOTES (CONTINUED): 9. CONTRACTOR SHALL PROVIDE A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) TO MANAGE IMPLEMENTATION OF STORMWATER CONSTRUCTION PERMIT (IF APPLICABLE), INCLUDING INSPECTIONS, SAMPLING (COORDINATED WITH BOEING) AND BMP MANAGEMENT. 10. CONTRACTOR SHALL BE REQUIRED TO PREPARE FOREIGN OBJECT DEBRIS (FOD) PLAN. 11. CONTRACTOR TO COORDINATE WITH BOEING FOR DISPOSITION OF EXCAVATED DIRT. 12. CONTRACTOR SHALL COORDINATE DEWATERING WITH BOEING AND CITY OF RENTON. STOCKPILE NOTES: 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. CB PROTECTION NOTES: 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS TRIBUTARY TO AREA WHERE CONTRACTORS CONSTRUCTION ACTIVITIES OCCUR. 2. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. POLLUTION PREVENTION NOTES: 1. PREVENT OIL AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 2. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING OWNED STREET AND CITY STREET PAVEMENT. 3. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 4. THE CONTRACTOR SHALL CONDUCT DAILY STORMWATER/ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. CONSTRUCTION DEWATERING: IF NEEDED THE CONTRACTOR SHALL PREPARE AND SUBMIT A DEWATERING PLAN TO THE CITY OF RENTON PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. WORK SHALL NOT COMMENCE UNTIL THE PLAN IS APPROVED BY THE CITY. SHOULD DEWATERING OF EXCAVATION BECOME NECESSARY, CONTRACTOR SHALL PROVIDE DEWATERING PLAN, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH OWNER AND THEIR GEOTECHNICAL ENGINEER. BOEING SHALL TEST GROUNDWATER FOR CONTAMINANTS AND PROVIDE DIRECTION FOR DEWATERING. UNCONTAMINATED GROUNDWATER/STORMWATER WATER LESS THAN 25,000 GALLONS PER DAY MAY BE DISCHARGED TO THE SANITARY SEWER UNDER BOEING WASTE DISCHARGE PERMIT 7630 IF APPROVED BY BOEING ENVIRONMENTAL ENGINEERING. INITIAL AND DAILY SAMPLING WILL BE REQUIRED. DISCHARGES DIRECTLY INTO THE MUNICIPAL SEWER SYSTEM REQUIRE ADDITIONAL PERMITTING THROUGH THE CITY OF RENTON. DEWATERING VOLUMES GREATER THAN 25,000 GALLONS PER DAY WILL BE DISCHARGED AS FOLLOWS: a) UNCONTAMINATED WATER WILL BE TREATED THROUGH A CHITOSAN SYSTEM AND DISCHARGED TO THE STORM SEWER. BOEING WILL WORK WITH THE CONTRACTOR TO OBTAIN THE APPROPRIATE ECOLOGY APPROVAL TO DISCHARGE INTO THE STORM SEWER SYSTEM. b) CONTAMINATED WATER WILL BE TREATED DEPENDING ON CONTAMINANTS AND DISCHARGED TO THE SANITARY SEWER SYSTEM. A WASTE DISCHARGE AUTHORIZATION WILL BE OBTAINED BY BOEING ENVIRONMENTAL ENGINEERING FOR THIS TYPE OF DISCHARGE. 4-6 WEEKS ARE NECESSARY TO OBTAIN THIS PERMIT. THESE SYSTEMS WILL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND OPERATE. IN rrCr M ;D1.IAN L; F Vyl 1 A CITY OF RENTON $TANE)ARE)$ OPMENT ENGINEERINGir E 04/26/2019 WATER UTILITY NOTES AND SPECIFICATIONS:- 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. NOT APPLICABLE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. NOT APPLICABLE. 5. NOT APPLICABLE. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA Cl 10 AND Cl 11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1 /8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. SANITARY SEWER NOTES AND SPECIFICATIONS: ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 1. NOT APPLICABLE. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. NOT APPLICABLE. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. NOT APPLICABLE. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. NOT APPLICABLE. 10. NOT APPLICABLE. 11. NOT APPLICABLE. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, RELATED PERMITS PRIOR TO ANY CONSTRUCTION. SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTI LITY. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 15. NOT APPLICABLE. R-405604 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER IFIC SUBMITTAL CONSTRUCTION IS IN PROGRESS. FEBRUARY 8 2019 � 41"D SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® LA Z 5 W �, pg SNI 4 �� WA 4 4 �'�.���`'E(;ISTER��1$,�p\°� s.91ONALE� ��I ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO DATE 02.08.19 SUBTITLE CIVIL NOTES CURRENT REVISION W3441886 SYMBOL 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 CHECKED T. NEU 02.08.19 SHEET C2 cl - APRON C Cl PROJECT -SITE DCN-05 RT TWN 03.28.16 - APRON C Cl PROJECT -SITE DCN-10 RT TWN 06.06.16 ENGINEER T. NEU 02.08.19 TITLE BOEING APRON C PARCEL 820 PROJECT SITE 05-YD CIVIL MASTER RENTON, WA APPROVED BY DEPT. DATE - APRON C Cl PROJECT - SITE DCN-06 RT TWN 04.05.16 - - APRON C Cl PROJECT SITE DCN-11 RT TWN 07.05.16 CHECKED D. MURATA 02.08.19 JOB N0. W3441886 CO MP N0. - APRON C Cl PROJECT - SITE DCN-07 RT TWN 04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.17.16 APPROVED - - APRON C Cl PROJECT - SITE DCN-08 RT TWN 04.22.16 APRON C PARCEL 820 RT TWN 02.08.19 APPROVED DWG NO. 05-APRON-C-C2 -CITY OF RENTON EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. EROSION CONTROL CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND A PRE-COSNTRUCITON MEETING WITH REPRESENTATIVES FROM BOEING AND THE CITY OF RENTON. 2. PROVIDE AND INSTALL PERIMETER FENCING 3. PROVIDE AND INSTALL CATCH BASIN INSERTS INTO ALL EXISTING CATCH BASINS 4. MARK CONCRETE CLEARING LIMITS 5. PROVIDE AND INSTALL TRIANGULAR SEDIMENT FILTER DIKES. 6. CONTRACTOR IS TO COODRINATE WITH BOEING FOR DISPOSITION OF EXCAVATED DIRT. ANY FILL MATERIAL REQUIRED WILL BE SELECT MATERIAL IMPORTED TO THE SITE. 7. PROVIDE AND INSTALL TEMPORARY SEDIMENTATION TANKS FOR TREATMENT. LOCATION SHOWN ON PLANS IS APPROXIMATE AND CAN BE RELOCATED AS APPROPRIATE. 8. REMOVE EXISTING PAVEMENT AS NECESSARY TO INSTALL UTILITIES AND REPLACE PAVEMENT. 9. PROVIDE AND INSTALL CONSTRUCTION ENTRANCE, ONCE PAVEMENT AT ENTRANCE IS REMOVED. 10. PROVIDE AND INSTALL SANITARY SEWER. 11. PROVIDE AND INSTLALL THE STORM DRAIN COLLECTION SYSTEM: CATCH BASINS, SLOT DRAINS, DIVERSION STRUCTURES, VAULTS, STORMFILTERS, OIL WATER SEPARATORS AND CONVEYANCE LINES. PLACE APPROPRIATE INLET PROTECTION ONCE IN PLACE. 12. PROVIDE AND INSTALL WATER AND ALL OTHER UTILITIES. 13. POINT OF COMPLIANCE IS AT DISCHARGE FROM THE SITE TO THE EXISTING BOX CULVERT. ON THE NORTH AREA IT IS AT 857-16, IN THE SOUTH AREA IT IS AT 842-16. 14. PROVIDE AND INSTALL NEW PAVEMENT AND LANDSCAPING. 15. MAINTAIN ALL EROSION AND SEDIMENT CONTROL FACILITIES TO PROVIDE THE REQUIRED PROTECTION OF THE DOWNSTREAM WATER QUALITY. 16. EROSION CONTROL MEASURES ARE DEPENDENT UPON THE CONTRACTOR'S SCHEDULE AND CONSTRUCTION SEQUENCE. THE CONTRACTOR SHALL MAINTAIN AND UPDATE THE PROJECT EORSION CONTROL PLAN TO REFLECT CHANGING SITE CONDITIONS AND ADDITIONAL BMPS PLACED IN SERVICE DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH BOEING AND THE CITY OF RENTON REGARDING THE IMPLEMENTATION OF APPROPRIATE EROSION CONTROL MESURES NOT SHOWN IN THIS PLAN. 17. ALL STORMWATER STRUCTURES AND CONVEYANCES SHALL BE CLEANED UPON COMPLETION OF THE WORK AND STABILIZATION OF THE SITE. DISPOSE OF SEDIMENT AND DEBRIS IN THE APPROPRIATE MANNER. THE STORMWATER SYSTEM SHALL BE LEFT IN A CLEAN AND FULLY OPERATION CONDITION. DO NOT FLUSH CLEANING WATER DOWNSTREAM. 18. UPON COMPLETEION OF THE PROJECT, STABILIZATION OF ALL SURFACES AND ACCEPTANCE BY BOEING AND CITY OF RENTON INSPECTOR, ALL TESC MEASURES SHALL BE REMOVED FROM THE SITE. PROJECT SPECIFIC STORMWATER NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF THE ACCEPTED CONSTRUCTION DRAWINGS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 4. ALL STORM DRAIN LESS THAN 8" DIAMETER SHALL BE FUSION BUTT WELDED BLACK HIGH DENSITY POLYETHEYLENE (HDPE) (PE 3408) PIPE (SDR 17 MIN) CONFORMING TO WSDOT 9-05.23, ALL STORM DRAIN 8" OR GREATER IN DIAMETER SHALL BE DUCTILE IRON PIPE CLASS 52 CONFORMING TO WSDOT 9-05.13 EXCEPT FOR THE SLOT DRAINS WHICH ARE TO BE PROVIDED PER CONTECH'S RECOMMENDATIONS. 5. PIPE RUNS ARE MEASURED FROM THE CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR ALL CATCH BASINS AND STORMDRAIN MANHOLES. PIPE RUNS ARE MEASURED TO THE EDGE OF THE VAULT ON OIL WATER SEPARATORS, STORMFILTERS AND THE FUEL CONTAINMENT VAU LT. 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 CITY OF RENTON SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: a. 4 - 8 INCH ROCK / 40 - 70% PASSING; b. 2 - 4 INCH ROCK / 30 - 40% PASSING; AND c. LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. Q� BOE/NG° C'- NAL WWII ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED AIL SUBTITLE 02.08.19 02.08.19 TITLE 02.08.19 02.08.19 CITY OF RENTON SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS (CONTINUED) 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. b. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. c. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). IN 00 MPLIAN ll� E WITH CITY OF RENTON $TANDARD8 DEVELOPMENT ENGINEERING rnair 04/26/2019 IFIC SUBMITTAL FEBRUARY 8, 2019 CIVIL MASTER CIVIL NOTES BOEING APRON C PARCEL 820 PROJECT SITE 05-YD JOB NO. RENTON, WA DWG N0. R-405605 NTAMI::. C3 C2 W3441886 COMP No. 05-APRON-C-C3 e E D'O" T- -- --) ImIIiIIIIIIiii - - _ - TER • , , , jjvHcISv •,M1��i� =- — ---� � � - -III • N 11to, �►4:� r!II A, BUILDING -GA. BUILDING OVERHANG f -LIGHT AVIATION m BUILDING FE=20.88' A � II D ❑ Q 0 W. ;SHINGTON RIMETER RO D CN ON, 98055 zcli I SG SG Cn Lj.J cr) cr—Q I SG I C 1 J A. 314D 3SV71 M1308 wow N3dO.ZL --�� F- Fes---- FV�- W F�4�\ STS STS \ STS TOFA (E) TOFA (E) �\ -- T - - - - T - - - - T ---- ROUGH, BROKEN ASPHALT v e E \ \ ,(� 1 \` T cn w "o sis �� 30"ASH 10'MAP �i6'F'8 !� RAINIER AVE N 20'OAK m 20"OAK i E --- E 14"MAP r _ 18"MAP O t E sls Sls CC I E Gild - 3NIl 3dTd'1s sls PIP PERIMETER ROAD • ASPHALT E c\o3 9 o 15"OAK 0 ❑ ❑ o 0 o 20"OAK ❑ ❑ ❑ ❑ 1 16"OAK 8 H�3d1d / o cn 0 ❑ ❑ ❑ ❑ ❑ ®�� � 0 � w X I -BLDG 790 RE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ — — � °a I AIRPORT IPE '- ss o I MAINTENANCE BLDG 800 W RAINIER FLIGHT T e _ BUILDING 780 ❑ I _ ( IB C SS , N FFE=19.65' i� Q g SERVICE S RM ❑ `"'0 `"'� — — — cn ® Q N — -- 8 c o.e ❑ I TOOL FIRE HYDRA ❑ CABANA I Q O STS HAD W F-sl SG ISSO SG >s 1 m S — sr — �— SS---- SS --- SS---- S 0 � O I I O STS S1S V) _ J � SG A CONCRETE ❑ I I I SG 18"PLASTIC � -A SG L - J _---- E---- E- ST- STS - E---- E-#--- STS STS ..�j��� �p m E7o l ! E SG N AQ YIt SUMP D 12" DI �/1� ��/ " ov ¢ ~U•fCAO L--- T W - •E G A---- A - A w V-3 W -- - --- --- A E--- 1 FW m i m ST v F I. T-- E -- T _ O -si Sl mL ¢ o £mn11 Sly S S LLI W I . ' 11 0 a I L _ J L _ _ -J I s o p � < g� � �I I 820 W. P RIMETER OAD 1 m sTIRENTON r HINGTON 8055 I o� I m — ,, 1 m Q cn II Fmo ��< � F0 0 ELE WATER 1 ! - J `n I HEATER STORAGE Im W 70 W. PERIMETER ROAD Q SG I I 1 11 o I AM BUILDING (6 x6) ON, WASHINGTN 98 55 I � I no I IG a� 11 1 1 II E EE s o Sc IW m m ! I SG I i o 0 1 dWYtl �, m I, N IQH POLE SG LI Q L to �5 I D SG I I I AAA XEN 60 N 5° o I 3 J cn C4 I rn uRPORT LEASE uNE �— u LIN —BMW LEASE ulE 1 TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) o K I Z TAXIWAY A W I ICO I I N I INIOP N3d0"ZL wor N3dO.ZL (n - E-- E-- E----FW-�-- E-FW-- E E---- -- E- - F --- E E--# E---- - - - E FW FW FW W FW �W �W-- FW Fffi cn 9' TOFA (E) TOFA (E) TOFA (E) TOFA kE) TOFA (E TOFA (E) TOFA (E) TOFA TS T- - - - T - - - - --- -- ---- - - --- T ---- ---- T ---- --- ROUGH, BRO E4 A HALT ROUGH, BROKEN ASPHALT I T �FJ STS STS STS ► STS STS ABANDON AIR LINE IN EXISTING VAULT. SEE MECHANICAL PLANS. M \ \ M LE E T m F� ° cn F E_ E Tom J— E-#--- E---- E---- E STS STS STS STS S T oco STS STS — 1 01- -9 E) \ -- E---- 4E - - - - E---- - -- yNIp Tto.zl STS STS o ABANDON ELECTRICAL & DATA SERVICES IN EXISTING POWER & DATA MANHOLES. SEE MECHANICAL PLANS. L JAN UARY 23, 2019 SCALE: 1 " = 40' 40 20 0 20 40 80 SCALE: 1:40 IN CC) %IPLIAN � E WITH "'A I 'r 0 - �-ZFr%i-r ti -N :�TANDARE)$ DEVELOPMENT ENGINEERING rnair 04/26/2019 ' CONTROL POINT TABLE POINT DISCRIPTION NORTHING EASTING DESCRIPTION 61 183552.64 1298119.29 DHA 2434-61 70 183841.88 1297907.87 DHA 2434-70 71 183971.26 1298114.08 DHA 2434-71 72 184403.70 1298108.70 DHA72 X 3129 184367.54 1297777.89 112 LEGEND 0 EXISTING TREE BLDG 5-43o EXISTING BUILDING 0 0 0 0 EXISTING PARKING 0 EXISTING LIGHT POLE X EXISTING CHAINLINK FENCE OF 9� 'n 1 omm m m 0 0 m luma': PZ NO MON 11:E11 V, 7�7%%� Rim ■L9CI_MI�+�7r5E • �12 • I, 1 all� 9- ■ IN al� mmmmml �.�uu - i.i►..i1ic� I ���� COME It R-405606 1NIOP N3d0.. STS STS STS STS — IFIC SUBMITTAL KEY PLAN z SCALE: NONE FEBRUARY 8. 2019 I 411,61 .0 OWL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO DATE 02.08.19 SUBTITLE OVERALL SITE PLAN CURRENT REVISION W3441886 SYMBOL DATE - APRON C Cl PROJECT - SITE DCN-04 RT TWIN03.09.16 - APRON C Cl PROJECT - SITE DCN-09 RT TWIN05.11.16 CHECKED T. NEU 02.08.19 SHEET C80 �^-- APRON C CI PROJECT - SITE DCN-05 RT TWN 03.28.16 - APRON C CI PROJECT - SITE DCN-10 RT TWN 06.06.16 ENGINEER T. NEU 02.08.19BOEING TITLE APRON C PARCEL 820 PROJECTJl SITE 05- i CIVIL MASTER RENTON, WA APPROVED BY DEPT. DATE - APRON C Cl PROJECT SITE DCN-06 RT TWIN 04.05.16 - - APRON C Cl PROJECT SITE DCN-11 RT TWIN 07.05.16 CHECKED D. CHECKED 02.08.19 JOB No. W3441886 COMP No. - APRON C Cl PROJECT - SITE DCN-07 RT TWIN04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWIN10.17.16 APPROVED - APRON C Cl PROJECT - SITE DCN-08 RT TWIN 04.22.16 APRON C PARCEL 820 RT TWIN 02.08.19 APPROVED DWG NO. 05—APRON—C—C80 E ao N E— I I L — _ _ _ —-------- E --_— — — PSE EASEMENT E — — —_ o AFN 2010092100I966 S1 �— T _ T — E T —T= — — — --- -- 10 _ — — — — — — T Sls — n� — --— —= o €E — �— — I _ -- G --- G---- —— G 6 0 o E __ _ G--- G --- G---- — — — �2—co c _ I I PSE EASEMENT ❑ � E AFN 2010092100966 o U ❑ -n ❑ ❑ ❑ I ri o cn CD ❑ n — — E O STS ❑ ❑ ° a I 0 0 o Li D I 1 0 0 �, I N 6 = II I I PSE EASEMENT RAMPALT AFN 2010092100966 u cn 1 — — — T _- II I T — — T I c w�� ❑ ❑ ❑ El El El El ElI ElI BLDG 790 A D , I AIRPORT MAINTENANCE w — BLDG 800 X3 I RAINIER FLIGHT SERVICE , X ❑ I _SS TEMP TEMP _�� _ SS - -I RSTRMRSTRM C ❑ — _ E 1 w � _ —Ss I o D 7 7 I� ❑ I I I /c/� 5 OR 6 BLOCKS 6 X I 1 f GAP cn n0 I I o l $ �' II I I ,Z*z' cf) T� Ll x x x LL — STS I c�, 6'CLF GATE cn w W w W � 12' C (n --- S— -- S— SS-- — S---- SS---- SS---- 6 C w J' S r STS STS STS— STS 2—ROWS W 6� SS-�-- SS---- SS---- SS---- SS w S -- SS s --- STS—SS -- SS-- — SS-- - SS---- S I zo I m� � w o I B ,5 BLOCKS m o Q I 3 A A 2 OR 3 GAP D 00 z n , 's , D o- E Os,�p 6 iii D N z � / I E �C E E E r o O 12" DI I 12' DI �� ��/ < RAMP i O E� Lw �o 0 - o Z �o z -x D 1 2 N 8 s x x x E AF —€�N— EWE — — — RW --- A FW -- A--- A — A — w E — A --- --- A — — A — — — -- A 1 I w I w — — — EW FW Ev"v — E---- E --- E---- E — — E -- E---- E---- E---- E -- — — -- E _ — — ---- T --- T -- — T --- E—I 4 — 0 E� I D < D I I I CDD I � D -91 1II I o D I m �TS- STS i m I '� I II D I z 80' f GAF' 8 '� EQUAL SPACING D o II I I I — �° I II2 BLOCK 1 EQUAL .ci PAv 1 DI I m 6 I I II I 1 - IIF- FT6 II � 2 BLOCKS CONSTRUCTION NOTES R>-REMOVE TURNSTILE &CARD READERS. PROVIDE VINYL COATED FENCING. 2�REMOVE TOOL CABANA. D>-DISCONNECT ALL UTILITIES AND BUILDING ANCHORS TO ALLOW FOR THE REMOVAL OF THE CREW SHELTERS BY BOEING. 4�COVERED WORK AREA TO BE REMOVED. DEMOLISH TANK WATER HEATER BUILDING, INCLUDING FOUNDATION. B>-REMOVE BARRIERS. 7� TEMPORARY RESTROOM (SANI-CAN) TO BE REMOVED (BY OTHERS). R>-REMOVE POWER STAND. R>-REMOVE SAFETY SHOWERS &EYE WASH STATION. 1�REMOVE LIGHT POLE ASSEMBLY. P>-REMOVE AIR &WATER SERVICE STANDS. A P>-REMOVE STAINLESS STEEL SKYDROL INSERT. 1 REMOVE BOLLARDS. P>-REMOVE FIRE HYDRANT ASSEMBLY AND BOLLARDS. DELIVER FIRE HYDRANT ASSEMBLY TO THE CITY OF RENTON MAINTENANCE SHOP. 1�REMOVE EXISTING POWER OUTLETS. R>-REMOVE 6" GATE VALVE AT 12" TEE PROVIDE 6" MJ PLUG TO BE INSTALLED BY CITY OF RENTON FORCES THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND RESTORE FINAL SURFACE PAVING. GENERAL NOTES: 1. ALL ITEMS TO BE REMOVED SHALL BE DELIVERED TO BOEING TO A LOCATION AS DIRECTED BY BOEING CONSTRUCTION MANAGER. 2. AIRCRAFT WILL BE PARKED AT POSITION C-6 AND C-7 UNTIL 3-8-2019. BOEING MAY ADJUST THAT DATE AS NEEDED. 3. THE CONTRACTOR SHALL DISCONNECT THE ELECTRICAL AND DATA LINES FROM CREW SHELTERS. SEE ELECTRICAL AND DATA PLANS. 4. THE CONTRACTOR SHALL REMOVE ALL CREW SHELTER GROUT PADS ONCE BUILDING IS REMOVED. ALL REMAINING ANCHOR BOLTS SHALL BE CUT FLUSH WITH THE PAVEMENT. I z DI 5 II-, FTI = r, oNC I � � I I I E E cf) I II m 11 i m I Fr 1, 3 $ I 3 I AIR RTON CIPA B6 --- _ j l N I 2' OR 3' GAP o Ru P ,° I o C AX z RAM P o SG I �_ - - Z 1 0 FT-Q 2 `� o m I �� RO "p° Q o 77 20/ 1 a D T I I I - E rf:�oqAyN � D 1 u FT, I I 81/ 2 F 1 4 I IN CONIPLIAN aE 1NITN CI -I Y of RENTON $TAN❑)ARD� .F 1 -80 0-5 G I FTI9 I Fai 7- I DEVELOPMENT ENGINEERING 1 74 ❑ H I rnair 04/26/2019 I - m COMPLE � � I � AIRP RT LEASE LINE AIRPORT LEASE LINE I PAR I .. 1 LQ K I I z 1_405 I w W-405601 I KEY PLAN FA (E) TO FA (E) TOFA (E) TO FA (E) TOFA (E) TOFA (E) -TO FA TO FA (E) OFA �E) TO FA (E) — �rH TOFA (E) 7 � I I SCALE: NONE L ` 20 10 0 10 20 40MEMO I I IFC SUBMITTAL w APRON C PLAN R-405607 I o TAXIWAY A SCALE: 1:20 SCALE: 1" = 20' z I DRAIN PIPE EASEME M A RCH 2 2 2019 1 3 oOWL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE S W ACCEPTABILITY R. TEMPLADO 03.22.19 CIVIL SITE PLAN W3441886 - APRON C Cl PROJECT - SITE DCN-05 RT TWN 03.28.16 - APRON C Cl PROJECT - SITE DCN-10 RT TWN 06.06.16 �A� OF WASkI �THIS DESIGN AND/OR CHECKED coo G SPECIFICATION IS APPROVED T. NEU 03.22.19 SHEET ENGINEER TITLE C82 APRON C CI PROJECT - SITE DCN-06 RT TWN 04.05.16 - APRON C CI PROJECT - SITE DCN-11 RT TWN 07.05.16 ® APPROVED BY DEPT. DATE T. NEU 03.22.19 BOEING APRON C PARCEL 820 PROJECT C4 APRON C Cl PROJECT SITE DCN-07 RT TWN 04.12.16 RECORD DRAWING CHECKED 737 MAX FLIGHTLINE UTILITIES RT TWN 10.17.16 D. MURATA 03.22.19 SITE 05I D 45379 APPROVED JOB NO. COMP NO. cr - APRON C Cl PROJECT - SITE DCN-08 RT TWN 04.22.16 - APRON C PARCEL 820 RT TWN 02.08.19 �o Eo �� - - W3441886 �'sT� �ti� - APRON C Cl PROJECT - SITE DCN-09 RT TWN 05.11.16 A APRON C PARCEL 820 PERMIT COMMENT REVISION RT TWN 03.29.19 S70NAL E� 3/29/19 APPROVED CIVIL MASTER RENTON, WA DWG NO. 05-APRON-C-C82 0 0 0 0 0 ❑0 00 0 14 AIRPORT LMAINTENANCE I Ix �I c"41 cV cV U w w c=n I ❑ w1 w cn on QI Im z� 0 z o m U � — 12" DI N o Q LL x w w z >� D 0 =1 m m U � C� �o GI CD � 12" DI ----------- ) BLDG 800 RAINIER FLIGHT SERVICE ►E ,_, 0 ASPHAL RAMP P. 0 0 Z Fill DISCHARGE POINT/MONITORING LOCATION Q---------- ■— — — — — — — — — — — — x x 0 0 o x x � 0 0 0 0 0 0 0 ❑ o o < ❑,°1°1 ° ❑ ❑o ° ❑ ❑ U EJ C# x ❑ N H ❑❑❑ D w 0 CONSTRUCTION ACCESS ROUTE r -a x 0 El El El El El El I o 1 I x .� x xTF x x _x_ ❑ I I X T TEMPORARY CONSTRUCTION ACCESS X ❑ I X � ❑ J I i"I _TlEl x 1 CDI ❑-� � I � 0 j g I � 0 3 ❑ I 3 4 %E3 x Da 6'CLF GATE I 3 � I mI ❑ Lo U ) C2 v= 3 3 ASPHALT Jz O • ' n m IWM Io U �� G 3 m 3 m m CONTRACTOR LAYDOWN AND STAGING AREA PROVIDE FLASHING RED ARTICULA LIGHT AND PI OTOVOLT IC LIGHT ­ CONSTRUCTION NOTES 1�PROVIDE FOD FENCE PER DETAIL 2�SPRAY WHITE PAINT AROUND EDGE OF CONCRETE PANELS TO BE REMOVED AND REPLACED. 3�PROVIDE CATCH BASIN FILTER PER CIOF RENTON STANDARD PLAN 216.30. SEE DETAIL 2 224 3 R,_.�-PROVIDE ASPHALT SEDIMENT DAM PER DETAIL GENERAL NOTES: 1. SEE TESC PLAN NOTES AND CONSTRUCTION SEQUENCE ON SHEETS C2 & C3 2. LIGHTS SHALL BE MOUNTED ON FENCES PER MANUFACTURER'S SPECIFICATIONS. LIGHTS SHALL BE OPERATED BETWEEN SUNSET AND SUNRISE, AND DURING PERIODS OF LOW VISIBILITY. 3. LIGHTS SHALL BE PROVIDED ON ALL FENCES ADJACENT TO TAXIWAY A OR AS NEEDED BY BOEING CONSTRUCTION MANAGEMENT. 0 LEGEND z LF —13-13— ASPHALT SEDIMENT DAM TF TEMPORARY FOD FENCE ® CATCH BASIN FILTER IN C04APILIANCE W1 I P �;I I.7 011�- :I-N 1 1 AN I rARI)S DEVELOPMENT ENGINEERING ff % 4 IL rnair 04/26/2019 W)l �.❑■..., ��.. r7 wWE on most IN Nw- Egg • M_ ' _wj a IF, M4 �, M"Mr.-�� �� s0" 1111 Falls Li- F - III aI AYW 1�a O EM Alp,Slim �l��Y �110: 10 11111 - W_ �%laslxnm AIRP RT LEAK LINE AIRPORT LEASE LINE REM OVALJ KEY PLAN z SCALE: NONE -TOFA (E) TOFA (E) TOFA (E) � TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) 20TOFA 1(0) O TOFA 1 O (E) 2O OFA (E) TOFA ( APRON C PLAN IFIC SUBMITTAL R"4 O 5 6 O 8 D 65.5' SCALE: 1 " = 20' Z ❑ GROUP II TOFA (EXISTING) SCALE: 1:20 FEBRUARY 8 2019 7 BOWL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE z 5 w ACCEPTABILITY R. TEMPLADO 02.08.19 TESC PLAN W3441886 of sgl d' APRON C Cl PROJECT —SITE DCN-04 RT TWIN03.09.16 — APRON C Cl PROJECT —SITE DCN-09 RT TWIN05.11.16 ��� WATHIS DESIGN AND/OR CHECKED �' =1CATION IS APPROVED T. BURTON 02.08.19 SHEET G GINEER — APRON C Cl PROJECT — SITE DCN-05 RT TWIN03.28.16 — APRON C Cl PROJECT — SITE DCN-10 RT TWIN06.06.16 M® _ o� ED BY DEPT. DATE TN NEU 02.08.19 TITLE BOEING APRON C PARCEL 820 PROJECT CHECKED C223R C 5 APRON C Cl PROJECT SITE DCN-06 RT TWIN 04.05.16 APRON C Cl PROJECT SITE DCN-11 RT TWIN 07.05.16 D. MURATA 02.08.19 SITE 05- i - APRON C Cl PROJECT - SITE DCN-07 RT TWIN04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWIN10.17.16 "0� 4 �� APPROVED JOB NO. COMP No. �.t+ ISTE�'� t��' I- - APRON C Cl PROJECT - SITE DCN-08 RT TWIN04.22.16 APRON C PARCEL 820 RT TWIN 02.08.19 �sstONAL E�01 APPROVED ]CIVIL MASTER RENTON, WA DWG NO. 05-APRON-C-C223R 0) 0 t0) V .z 00 N Of RED FLASHING HAZARD WARNING LIGHT (REQUIRED) TOP RAIL MIN. 2" O.D. GALV. STEEL (TYP) CHAIN LINK FABRIC HT. FENCE POST INSERTS (TYP) — EXISTING GROUND CHAIN LINK FABRIC, FULL HEIGHT (TYP) BOTTOM RAIL MIN. 2" O.D. GALV. STEEL (TYP) ANCHOR FENCE TO PAVEMENT FOD FENCE DETAIL NTS #6 GAGE COATED STEEL FABRIC BANDS, 14" MAX. SPACING 10' MAX. (TYP) GEOTEXTILE FABRIC, 4' MIN. HEIGHT SECURED TO CHAINLINK FENCE (TYP) LINE POST MIN. 2-3/8" O.D. GALV. STEEL (TYP) X Q CV 7' MIN. 4' MIN. FENCE HT. FABRIC HT. C223RIC224R 5" MAX. _ DRAINAGE GRATE TRIM GRATEFRAME a d D SEDIMENT AND DEBRIS a OVERFLOW BYPASS 0 D v BELOW INLET GRATE DEVICE FILTERED WATER .o .o SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) 0 BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a bulltan high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). + e� PUBLIC WORKS CATCH BASIN FILTER STD. PLAN — 218.30 DEPARTMENT P�+N tp MARCH 2O08 CATCH BASIN FILTER NTS 1.50' NOTES:- 1 . ASPHALT BERMS SHALL BE CONTINUOUS FOR THE AREA SHOWN. 2. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL 0.50' EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED. 3. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 4" AND DISPOSED OF IN A MANNER WHICH WILL NOT IING ASPHAET/CONCRETE CAUSE ADDITIONAL SILTATION. FULL IASPHAET/CONCRETE �PAVEMENT 4. AFTER THE DEVELOPMENT SITE IS COMPLETELY STABILIZED, THE CONTACT PROPOSED COMPACTED BERMS AND ANY REMAINING SILT SHALL BE REMOVED. SILT SHALL HMA BERM BE DISPOSED OF AS CONTAMINATED EXCAVATION MATERIAL. ASPHALT SEDIMENT DAM NTS C223RIC224R C223RIC224R IN QO MPLIAN [�E VVITH OTY OF RENTON STANDARDS E PMENT ENGINEERING ir 04/26/2019 ' IFIC SUBMITTAL FEBRUARY 8,2019 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE s w f "�,� ACCEPTABILITY UKAWN J. CLOUD UAIL 02.08.19 SUBTITLE TESC DETAILS CECKED — APRON C CI PROJECT — SITE DCN-04 RT TWN 03.09.16 — APRON C CI PROJECT — SITE DCN-09 RT TWN 05.11.16 �� of 'it �, THIS DESIGN AND/OR TH BURTON G � ° SPECIFICATION IS APPROVED 02.08.19 ENGINEER — APRON C CI PROJECT —SITE DCN-05 RT TWN 03.28.16 — APRON C CI PROJECT —SITE DCN-10 RT TWN 06.06.16 ,�� ® __ c'4 �o �� �ISTER� �SSIONAL E�G� �I V T. NEU 02.08.19 TITLE BOEING APRON C PARCEL 820 PROJECT SITE 05- I�/ D CIVIL MASTER APPROVED BY DEPT. DATE — APRON C CI PROJECT — SITE DCN-06 RT TWN 04.05.16 — APRON C CI PROJECT — SITE DCN-11 RT TWN 07.05.16 CHECKED D. 02.08.19 — APRON C CI PROJECT — SITE DCN-07 RT TWN 04.12.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.17.16 ROVED APPROVED — APRON C CI PROJECT — SITE DCN-08 RT TWN 04.22.16 APRON C PARCEL 820 RT TWN 02.08.19 APPROVED R-405609 BOWL CURRENT REVISION SYMBOL DATE W3441886 SHEET C224R C6. JOB NO. COMP NO. W3441886 RENTON, WA °wc No. 05—APRON —C—C224R O O O o D 0 00 p BLDG 790 AIRPORT MAINTENANCE n-I of CN I CN U �I w W cn D = m U Q 12" DI � o W x 12" DI BLDG 800 RAINIER FLIGHT SERVICE 5 /1 PHAL MP 21 SF ASPHALT X iiiii Oil --- — — X x � 0 0 o X X � 0 0 0 0 0 � 0 0 0 0 0 0 o ° ❑ ❑ C# 0 0 0 0 0 0 ❑C* x ❑ 00 ❑0❑ D w O r —i x rr 7 El 0 El El El El El El El El I L�Jxo x I x xx x x x x ° 73 SF 2 ° 2 x I TEMP MP El RSTR RSTRM x ❑ I I 2 36 SF ° .'. X C7 7� r �I X O- I I I g �, • X i W ❑ I 2 87 SF X X x Da y� U 16'CLF GATE m = Q 2 36 D JI H�Im� Mai Alm . 48 SF ie ASPHALT 12 SF 177 SF 6j ." . � D m � m 0 o LL :�j 45 F z M Ln w N � P-19 J SG 12 I � Z I � I D r Ir I � 0 CONSTRUCTION NOTES SAWCUT AND REMOVE CONCRETE PAVEMENT, UNDERLYING BASE MATERIAL, AND UNDERLYING CONCRETE PAVEMENT. SAWCUT AND REMOVE ASPHALT PAVEMENT. IN COMPLIANt E VITH CITY OF FRENTOM ST,alti DARES [DEV7ELOPMENT ENGINEERING 4/26/2019 GENERAN NOTES 1. THE USE OF METAL TRACKED EQUIPMENT IS NOT ALLOWED FOR ANY WORK ONSITE. LEGEND ASPHALT REMOVAL CONCRETE APRON REMOVAL TOTAL REPLACED IMPERVIOUS ASPHALT 347 SF CONCRETE 635 SF TOTAL 982 SF .. 40 WE v� ���, � T 001-4 pit"= ��i1 :ay 1 • MEN/�aI ■ kai 1Gall�110-MIS. i.�ii .. T�'sra` 1_Mom.\,���\ _JM0EI 31 SF 1 5 FT, ' D 31 SF 1 REMOVAL K EY P LA N SCALE: NONE Z APRON C PLAN 20 10 0 10 20 40 IFC SUBMITTAL R"4 O 5 6 1 O SCALE: 1"= 20' z AIRPORT LEASE LINE FEBRUARY Q2019 SCALE:1:20 V 7 BOWL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE z s w ACCEPTABILITY R. TEMPLADO 02.08.19 PAVING REMOVAL PLAN W3441886 of WAsgl d' THIS DESIGN AND/OR CHECKED APRON C CI PROJECT -SITE DCN-04 RT TWIN 03.09.16 - APRON C CI PROJECT -SITE DCN-09 RT TWIN 05.11.16 ��� T. NEU 02.08.19 SHEET � � G SPECIFICATION IS APPROVED APRON C CI PROJECT —SITE DCN-05 RT TWIN 03.28.16 — APRON C CI PROJECT —SITE DCN-10 RT TWIN 06.06.16 ® °� _ °� ENGINEER TITLE BOEING APRON C PARCEL 820 PROJECT C221 R - - - - APPROVED BY DEPT. DATE T. NEU 02.08.19 APRON C CI PROJECT SITE DCN-06 RT TWIN 04.05.16 APRON C CI PROJECT SITE DCN-11 RT TWIN 07.05.16 CHECKED �/ I D. MURATA 02.08.19SITE 05- I— APRON C CI PROJECT — SITE DCN-07 RT TTWIN04.12.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TTWIN10.17.16 � �� APPROVED JOB NO. W3441886 1��P NO. — APRON C CI PROJECT — SITE DCN-08 RT TWIN 04.22.16 APRON C PARCEL 820 RT TWIN 02.08.19 oxAL E��l ��� APPROVED CIVIL MASTER RENTON, WA DWG NO. 05-APRON-C-C221 R Lo 0 I C) I r W >� ( r i ° o O O 0 O 0o O ASPHAL RAMP I BLDG 790 AIRPORT MAINTENANCE I I BLDG 800 RAINIER FLIGHT SERVICE 0 O O o — —mum--- — — 0 0 0 0 0 0 0 C* (C# °I°1❑1❑ 0 1 El 1 0 1 1 w IN I I I x x x .......x x x x � ❑ I 1 X 1 I 2 TEMP TEMP RSTR RSTR X ❑ i 1 X� ° I ❑ I cN Lo CD X I � 2 El C502 0 1 x x x Da U GATE 6'CLF I m� ©0tillm rwM • 91 im 0 0 m D N m r z m 0 z 0 D r r CONSTRUCTION NOTES 2 R>- CONSTRUCT ASPHALT PAVEMENT SECTION PER C5�2 2� CONSTRUCT TYPE I CEMENT CONCRETE PAVEMENT SECTION PER C502 TRANSFER DOWEL AT ALL CONSTRUCTION AND CONTRACTION JOINTS (lYP). >- RESTORE PAVEMENT AT WATER HEATER BUILDING PER C502 GENERAL NOTES 1. UNLESS OTHERWISE SHOWN ALL CONCRETE JOINTS ARE CONTRACTION JOINTS. 2. UPON COMPLETION OF UNDERGROUND CONSTRUCTION, BOEING ENGINEER AND AIRPORT ENGINEER (CITY) SHALL PAINT THE LIMITS OF CONCRETE PANEL REPLACEMENT, IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5380-6C, PRIOR TO CONCRETE PANEL CONSTRUCTION. 3. THE CONTRACTOR SHALL HAVE A GEOTECHNICAL TESTING COMPANY TO PROVIDE COMPACTION, SUBGRADE, AND PAVEMENT TESTING PER CONTRACT SPECIFICATIONS. LEGEND ^ ASPHALT PAVEMENT C502 TYPE I CEMENT ^ CONCRETE PAVEMENT C502 IN COP LIAICS VITH CITY Or RENTON STANDARDS DEVELOPMENT ENGINEERING o� rnair 04/26/2019 i co Lo � ro cV o m co I— co Ln � r7 cV o 0� • C14 c`V.� CN C14 C14 m II Ln _ ❑® R N A C502 2 l ° 2 3J RE TON MUN CIPA AIR g • RU s G\ 0- D C° RO „D" co 2JQ 20 1 I g g g oo � E 2 ►� 21 N IF�v ~ — 81/ 2 0 1 —80 0-5 G I H I � COMPLE AIRPORT LEASE LINE AIRPORT LEASE LINE PAR I K Z k-405 I KEY PLAN SCALE: NONE Z FA (E) TOFA (E) TOFA (E) - TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) --TC FA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) 65.5TAXIWAY A R-405 6 1 1 GROUP II TOFA (EXISTING) 20 10 0 10 20 40 APRON C PLAN IFC SUBMITTAL / 00 SCALE: 1:20 SCALE: 1 " = 20' Z FEBRUAR 8 2019 DOWL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE i s w ACCEPTABILITY R. TEMPLADO 02.08.19 PAVING PLAN W3441886 - APRON C Cl PROJECT - SITE DCN-04 RT TWIN 03.09.16 - APRON C Cl PROJECT - SITE DCN-09 RT TWIN 05.11.16 �4� pF WASl�rl�l1t� THIS DESIGN AND/OR CHECKED G SPECIFICATION IS APPROVED T. NEU 02.08.19 SHEET ENGINEER TITLE C221 APRON C Cl PROJECT - SITE DCN-05 RT TWIN03.28.16 = APRON C Cl PROJECT = SITE DCN-10 RT TWIN06.06.16 ""z ,�� ® APPROVED BY DEPT. DATE T. NEU 02.08.19 BOEING APRON C PARCEL 820 PROJECT Q APRON C Cl PROJECT SITE DCN-06 RT TWIN04.05.16 APRON C Cl PROJECT SITE DCN-11 RT TWIN07.05.16 CHECKED o APPROVEDROVED (�4-14 D. 02.08.19 SITE 05-YD JOB NO. COMP NO. - APRON C Cl PROJECT - SITE DCN-07 RT TWIN04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWIN10.17.16 W3441886 O��,S EGI STERti���J - APRON C Cl PROJECT - SITE DCN-08 RT TWIN 04.22.16 APRON C PARCEL 820 RT TWIN 02.08.19 SIONAL V, �I APPROVED CIVIL MASTER RENTON, WA DWG NO. 05—APRON—C—C221 &I 0 N /m ° O 0 0 0 0 00 0 0 0 12" DI I �k t x x x x O w O 12" DI BLDG 800 RAINIER FLIGHT SERVICE ILI 0 ASPHAL RAMP 0 0 o H- m U = UCn ry 1 1 -------------- ----________ °Li I°II° S°° ❑-EA 3 SFf ___ - ❑rrf 1 4-EA 3 SFf T/� F� II II ❑ ❑ ❑ a J 5-E 3 SFf 1 1 4-EA 3 SFf nI1-EA 3 SFt d� C X X X X X X x � I x TEMP TEMP I STR STR x � [ �Tj w 1 I I c Cj x TI 1 ❑ I I 0 I � I � CIEl Cn x x x .0 6'CLF I Q RAMP �z o K CD o� M �= Q 1 I I AIRPORT LEASE LINE I I FA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) T 1 \ 20 10 0 10 20 SCALE: 1:20 5 D 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 A (E) TOFA (E ❑m TOFA (E) TOFA (E) APRON C PLAN SCALE: 1 " = 20' G AIRPORT LEASE LINE TOFA (E) TOFA (E) TOFA (E) TO FA (E) O r m D N m r z m GATE CONSTRUCTION NOTES 1�REMOVE EXISTING PARKING STALL DESIGNATION MARKINGS IN COMPLIANCE WITH CITY OF RENT()N STANDARDS DEVELOPMENT ENGINEERING:00%]rnair 04/26/2019 E NO a---' MIN iUlfii INop a E 10- a WIN 0 wo m 0 rmw mm- m. ffims- 7 -ii-me R t wwl- WE i I Is lk WE POW l m Illo' Pro Is In l, @—" AM 0 L 01 0 IN-im —0 ■R�■ ■■IT111�,1�191�1��1�r�1 ■� itIll "Li'sEgow al"ffum irtiI A TOFA (E) TOFA (E) TOFA (E) TOFA (E) IFC SUBMITTAL FEBRUARY 8 2019 ff"A,w" ® L x S W. OF W,S ��� o�6 _ C4 50CHECKED 4 �0•��STER�1tt��v n `SSIONALs �JI✓" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN R. TEMPLADO UAIL 02.08.19 SUBTITLE TH CK D 02.08.19 ENGINEER T. 02.08.19 TITLE CIVIL MASTER APPROVED BY DEPT. DATE D. MURATA 02.08.19 APPROVED APPROVED PAVEMENT MARKING PLAN KEY PLAN SCALE: NONE Z R-40561 2 11DOWL RENT REVISION SYMBOL DATE W3441886 BOEING APRON C PARCEL 820 PROJECT C225 C9 SITE 05-YD JOB N0. COMP N0. W3441886 RENTON, WA DWG N0. 05-APRON-C-C225 D G G� D Z c D � D G � 20 10 0 10 20 40 SCALE: 1:20 SYM REVISION BY APPROVED DATE SYM REVISION BY — APRON C Cl PROJECT — SITE DCN-04 RT TWN 03.09.16 — APRON C Cl PROJECT — SITE DCN-09 RT — APRON C Cl PROJECT — SITE DCN-05 RT TWN 03.28.16 — APRON C Cl PROJECT — SITE DCN-10 RT — APRON C Cl PROJECT — SITE DCN-06 RT TWN 04.05.16 — APRON C Cl PROJECT — SITE DCN-11 RT — APRON C Cl PROJECT — SITE DCN-07 RT TWN 04.12.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT — APRON C Cl PROJECT — SITE DCN-08 RT TWN 04.22.16 APRON C PARCEL 820 RT APRON C PLAN SCALE: 1 " = 20' APPROVED DATE TWN 05.11.16 TWN 06.06.16 TWN 07.05.16 TWN 10.17.16 TWN 02.08.19 ® B Z S w of WAS IF, o�G 62 _ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN R. TEMPLADO UAIL 02.08.19 SUBTITLE TH CK D 02.08.19 ENGINEER T. NEU 02.08.19 TITLE APPROVED BY DEPT. DATE CHECKED C4 A 4 �o. R� D. MURATA 02.08.19 APPROVED r,nNIQTQl Ir-`TlnNi NInTF-C D�>-REMOVE SAFE DRAIN INSERT. SEE DETAILS—� C511 STAINLESS STEEL COVER TO REMAIN ON GRATE. 2�CLEAN AND RESEAL AREA BETWEEN LID AND SURROUNDING PAVEMENT AS NEEDED TO REMOVE INSERT. IN COMPLIANCE 1ITH CITY OF IRENTON STANDARaS DEVELOPMENT ENGINEERING(--+ rnair 04/26/2019 SAFE DRAIN Co Ln ro N O m m I\ CD Lo � 1-0 N � O N N N N N N N U U U U U U U U U U U U U U U U U IFIC SUBMITTAL FEBRUARY 8, 2019 NAL � " I I'"'1 ICIVIL MASTER STORM DRAIN REMOVAL PLAN BOEING APRON C PARCEL 820 PROJECT SITE 05-YD KEY PLAN z SCALE: NONE JOB NO. DWG NO. RENTON, WA R-405613 BOWL REVISION SYMBOL DATE W3441886 C292R C10 COMP NO. W3441886 05-APRON-C-C292R 81 i C D E F G H J K o I o 0 o O O r-4J 00 p BLDG 790 AIRPORT MAINTENANCE AIRP 12" DI LI N BLDG 800 RAINIER FLIGHT SERVICE a 0 A PHAL R MP 0 0 o v x x 0 0 o x x_ 0 0 0 0 0 ❑ ❑ ❑ 4 ❑ 1 ❑ - II ❑ x x IL___1I I ICI I • 1 0 74, x x�5x x x x x D X TEMP TEMP STR STR Q rn. -J z O 1 Q O 9�-4 ti I MT H. i 1 Ii�C��ID ASPHALT 04 ❑ I I El I El X J �I ❑ X cdI I � X ❑ �I x x x I D4 5'CLF GATE BID — D n O z 2 D r O � n 0 m Fri rm 0 D C:) � 1�t 0 �1 _01 w r = k�lz_ \ t\\ T C) m = m 1 AIRPORT LEASE LINE = m CONSTRUCTION NOTES [E>-REMOVE TURNSTILE AND MANUAL GATE. DELIVER TO OWNER. IN 008APLIANCE V1111TH CATY OF FRENTON ST,aNE)A 14 DEVELOPMENT ENGINEERING � rnair 04/26/2019 GENERAL NOTE: 1. ALL ITEMS TO BE REMOVED SHALL BE DELIVERED TO BOEING TO A LOCATION AS DIRECTED BY BOEING CONSTRUCTION MANAGER. LEGEND �N`TURNSTILE &GATE REMOVAL • ► i9iUlfii�^�'�) WE M09 mop- ,,_,q I�R Ml loals-loomm o-lodd;,N61 I Illooll—ro .I�!�! lI�i -0Im, 0 ll 19� l� I.■■�T7' �,1�191J�..�l ;Eglow p ■■■■®I IREN10 VAL 1 L F (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) FA (E TOFA (E) - KEY P LA N SCALE: NONE z / 65.5' TAX I WAY A IFIC SUBMITTAL R-405614 GROUP II TOFA (EXISTING) I 20 10 0 10 20 40 APRON C PLAN / 0 CALE: 1 �20 SCALE: 1 " = 20' Z FEBRUARY 8 2019 D� , DowL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE x s w ACCEPTABILITY R. TEMPLADO 02.08.19 FENCING REMOVAL PLAN W3441886 - APRON C Cl PROJECT - SITE DCN-04 RT TWN 03.09.16 - APRON C Cl PROJECT - SITE DCN-09 RT TWN 05.11.16 �� OF W;sTHIS DESIGN AND/OR TCHECKED 02.08.19 SHEET o BOEING APRON C PARCEL 820 PROJECT ENGINEER TITLE G SPECIFICATION IS APPROVED - APRON C Cl PROJECT - SITE DCN-05 RT TWN 03.28.16 - APRON C Cl PROJECT - SITE DCN-10 RT TWN 06.06.16 ® APPROVED BY DEPT. DATE T. NEU 02.08.19 - - APRON C Cl PROJECT SITE DCN- - - 06 RT TWN 04.05.16 APRON C Cl PROJECT SITE DCN- CHECKED C471 R Cll 11 RT TWN 07.05.16 D. MURATA 02.08.19 SITE 05I D ( v JOB NO. COMP NO. - APRON C Cl PROJECT - SITE DCN-07 RT TWN 04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.17.16 L� �4 APPROVED - �•��,5 is „ (1�� W3441886 - APRON C Cl PROJECT - SITE DCN-08 RT TWN 04.22.16 APRON C PARCEL 820 RT TWN 02.08.19 SIONAL s �I APPROVED CIVIL MASTER RENTON, WA. DWG NO. 05—APRON—C—C471 R 4" a #5 @ 16" O.C. CAP EX. UTILITY 6" BELOW BASE OF CONC. (TYP.) i 9" 4000 PSI PORTLAND CEMENT CONCRETE F ' CRUSHED AGGREGATE BASE COURSE TYP E NOT TO SCALE a �GKAUt & (;OMI'A(;I DISTURBED SUBGRADE CEMENT CONC PAVEMENT (9" YARD) CAP EX. UTILITY 6" BELOW --/ BASE OF CONC. (TYP.) F - 6" HMA CL 1 /2 PG 64-22 (2 LIFTS) 6" MIN. CRUSHED AGGREGATE BASE COURSE GRADE & COMPACT DISTURBED SUBGRADE NEW ASPHALT PAVEMENT SEE GRADING PLAN FOR PAVING LIMITS VARIES SAW CUT NEW CONCRETE l d D-- — — —— 4 — ROUGH FINISH CONCRETE d d ° AND TACK COAT -- — — — — —— ---- i i ------- - - - - -J PAVEMENT CUT SECTION NOT TO SCALE JOINT SEALANT PER SPEC. SECTION 321373 ASPHALT PAVEMENT SECTION 2 CONTRACTION JOINT NOT TO SCALE �O2 JOINT SEALANT PER 1 /4"f1 /16" 1 /2„+ SPEC. SECTION 321373 EXISTING CONCRETE NEW CONCRETE NEW CONCRETE EXISTING CONCRETE 7' 1 /2„ EX. WATER HEATER BUILDING #5 @ 16" O.C. 8 BACKER ROD D/2 EACH WAY I I C502 d d ° — --- I i D COMPRESSIBLE I I MATERIAL AT L-- °---�'=-�- EXPANSION JOINTS I I _ 6 p:o o p:o:o p:o:o po:o p:o:o p:.:o p:o:o 8 °a • • • • o, o, DOWEL o, o, o, o, .�o.o• o, .�o.o• o, .�o.o• o, .�o.o• .�o.o• o, .�o.o .�o��' °a �•o:o• o, .'o:o• o, O o...O.o. o...O:o...O.o...O.o...O.C) C502 �•o ...:pQ:o.....�Q•o ... . � :��.o. °�:o. °�:o °�'o ° o °� o °� o. °�'o. °�'o. °�'o. '�O:�oO:O:�o0:0:�� � '�0:��'�O�oO O�oO O�oO O�oO �00 0 00 •��PO:O:�oO:O:�oO:O:�o '� po:o�•po:o�•p 60 0 �o o �o 0 0 0 0 �o o � o•po:o'•p:'�o'•po: Od �•�:0• �e .'O:�• �e 4 0 0 4 0 0 4 �� 0 4 0 0 4 0 0 4 0 Q �e .•Q.0• �e .•QN � � � o 00 00 00 0 0 0O EXPANSION / CONSTRUCTION JOINT O O O O O O.. CAP EX. UTILITY 6" BELOW 11 " CRUSHED AGGREGATE BASE COURSE V9" BASE OF CONC. (TYP.) � � CONTROL JOINT DETAIL C J i 4000 PSI PORTLAND CEMENT CONCRETE - , NOT TO SCALE ------------ WATER HEATER BUILDING PAVEMENT RESTORATION NOT TO SCALE CONCFrTr r�n NEW DOS ADDITIONAL DOWEL TEMPLATE DOWEL TEMPLATE DETAIL NOT TO SCALE #5 @ 16" O.C. EAC H WAY 6 SEE JOINT DETAIL C502 d 4" (D=9 D � a d ° D/2r: 4 d a 1 "0 X 20" (D=9") A36 SMOOTH EPDXY COATED 3" 1 " DOWELS AT 15" OC ONE END PAINTED AND OILED EXPANSION CAP NON EXTRUDING PREMOLDED SLIP FIT COMPRESSIBLE MATERIAL EXPANSION JOINT DETAIL (EJ) NOT TO SCALE #5 @ 16" O.C. - EAC H WAY 4" (D=9") ° d d • D/2 ° 6 I�_ SEE JOINT DETAIL C502 a a D d d d ° a 1 "0 X 20" (D=9") A36 SMOOTH EPDXY COATED DOWELS AT 15" OC ONE END PAINTED AND OILED CONSTRUCTION JOINT DETAILg NOT TO SCALE 47 C502 #5 @ 16" O.C. EACH WAY 6 �•{ � SEE JOINT DETAIL C502 4" (D=9„) 4n • a• • a � D/2 d CONTRACTION JOINT DETAIL NOT TO SCALE a. a d ° D ° a a 1 "0 X 20" (D=9") A36 SMOOTH EPDXY COATED DOWELS AT 15" OC ONE END PAINTED AND OILED NEW CONCRETE EXISTING CONCRETE EJ WHERE INDICATED 4.5"f a d� 8„t a. a d a d 1 "0 X 20" (D=9") A36 SMOOTH EPDXY COATED DOWELS AT 15" OC ONE END PAINTED AND OILED EXISTING JOINT DETAIL 10 NOT TO SCALE E5O TOP, 3" CLR TYP BOTTOM, 3" CLR TYP _ONG @ 6" OC CORNER REINFORCING DETAIL (14 NOT TO SCALE C502 NEW CONCRETE I EXISTING CONCREI EJ WHERE INDICATED add . 6„+ a 3/4„ 0 X 18" (D=6"-7.5") A36 SMOOTH EPDXY COATED DOWELS AT 12" OC ONE END PAINTED AND OILED EXISTING JOINT DETAIL <8" EX CONC. 15 NOT TO SCALE C502 NEW CONCRETE I EXISTING CONCR EXPANSION JOINT da °d d EXISTING CONCRETE TOP SLAB 6"f BOND BREAKER "c oc 0� CI Cl O0�oC > O oc o tss ' G FILL 0 C�0c 0 C00S0 CoC Lo_0oL�LOo�< EXISTING CONCRETE BASE SLAB NOTE; THIS JOINT SHALL ONLY BE USED WERE DIRECTED BY ENGINEER. THE JOINT IS TO BE USED WHERE THE EXISTING CONCRETE WILL NOT SUPPORT DOWELS. EXISTING JOINT ALTERNATIVE DETAIL NOT TO SCALE 16 C502 IFC SUBMITTAL R-405616_] FEBRUARY 8. 2019 #�...... BOWL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ®°ENGINEER a,'01 � �, G �o �f4� ��� �'y�,s SISTER fit$ s10NAL E* �I v� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED- DRAWN R. TEMPLADO DATE 02.08.19 SUBTITLE TYPICAL SECTION DETAILSW3441886 CURRENT REVISION SYMBOL DATE - APRON C CI PROJECT - SITE DCN-04 03.09.16 - APRON C CI PROJECT - SITE DCN-09 05.11.16 TH NEUD 02.08.19 SHEET C502 C13 APRON C CI PROJECT -SITE DCN-05 03.28.16 - APRON C CI PROJECT -SITE DCN-10 06.06.16 T. NEU 02.08.19 TITLE BOEING APRON C PARCEL 820 PROJECT �/ SITE 05- I D CIVIL MASTER RENTON, WA APPROVED BY DEPT. DATE - - APRON C CI PROJECT SITE DCN-06 04.05.16 - - APRON C CI PROJECT SITE DCN-11 07.05.16 CHECKED D. MURATA 02.08.19 �06 No. W3441886 COMP N0. - APRON C CI PROJECT -SITE DCN-07 04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES 10.17.16 APPROVED - APRON C Cl PROJECT - SITE DCN-08 04.22.16 APRON C PARCEL 820 RT TWN 02.08.19 APPROVED DWc No. 05-APRON-C-0502 kl 00 N DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION — APRON C Cl PROJECT — SITE DCN-04 — APRON C Cl PROJECT — SITE DCN-05 — APRON C Cl PROJECT — SITE DCN-06 — APRON C Cl PROJECT — SITE DCN-07 — APRON C Cl PROJECT — SITE DCN-08 12" WIDE TRAFFIC YELLOW COLLAR TEXT 4" HIGH BLACK COVER EAST JORDAr WORKS 819i AND GRATE WITH LIETH VAULT No. 504-BL PSE #7663900 2,950 lbs. SAFE DRA UNIT TO BE REMO` CONTRACTOR UP BBBOB 1PBBBOPBBBP OB BB �� e° 0° B ULPL� el f I 1 ei� e O bbb e BOP D 9 B B BBB °ylbl{'0 0° 0 0 0 O 0 0l�l�b b090� bOBb b 0 dOP 9B B�0 0 088° ° 0 0B0 D 0 U 0bb OAP oBe�BOo b°0 b9 0004b0000b0bbb000b 0 0b 4' 8" �' 4'-8„ N N 4 8" 4'2" (4) 3/4" Dia. Lift Inserts w/ U.V. Caps ,OBBBBO OBBBBOBBBB BOBS �� BBB BBB \�L1 �1B8��LJB l-1�/d �O BOO d8 b 0 00 9 bBU BBB 0 B Q ADO b 0 0 DDbO�b bU9 * BBB Be �A rb . ri°e do°e°e°ey o e° N 00 b°841.�1j'09bb90°9bb BBB B8BB00 0Q ��� @9eB °8 0 9U0 BOO B B��BO B9 b°b o �B BOO B�A,�IOO o O b°b � o aooaaaoaaaaoa� �1; 09 0099b080b0b00b0b9 Vb00 b°0 PLAN VIEW EAST JORDAN IRON WORKS 8197 FRAVE AND GRATE WITH HINGE & LIFT ASSIST Galvanized "C" Channel, 3'-0" Lg 1 Each Side, 4 Sides 4 3/4" Dia. Knockout 8 Each Side, 4 Sides p D QD ,00 0 Optional Pulling Iron 1 E h C 4 C 8" Dia. Sump D 2 1/2" �Dia. Ground Rod Knockout 2 Places In FLoor SECTION AA N 1 1 /2" Dia. Lift Hole 1 Each Side, 2 Sides -8-1-�7'Jl 2'-2" ----�-7" END VIEW cc orner, orners Typical All Sides OLDCASTLE PRE —CAST VAULT 504—LA WITH EAST JORDAN IRON WORKS FRAME & GRATE ASSEMBLY NTS MANUAL SKYDROL CONTAINMENT W TH SAFE DRA N REMOVAL NTS BY APPROVED DATE SYM REVISION BY APPROVED DATE 03.09.16 — APRON C Cl PROJECT — SITE DCN-09 05.11.16 03.28.16 — APRON C Cl PROJECT — SITE DCN-10 06.06.16 04.05.16 — APRON C Cl PROJECT — SITE DCN-11 07.05.16 04.12.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES 10.17.16 04.22.16 APRON C PARCEL 820 RT TWIN 02.08.19 Q� ""AIIIISA&AW"° C'— NAL C292RIC511 ACCEPTABILITY R. TEMPLADO 02.08.19 THIS DESIGN AND/OR CHECKED oG SPECIFICATION IS APPROVED J. SHROPE 02.08.19 y ENGINEER APPROVED BY DEPT. DATE T. NEU 02.08.19 CHECKED D. MURATA 02.08.19 IFIC SUBMITTAL FEBRUARY 8, 2019 SUBTITLE STORM DRAINAGE DETAILS TITLE BOEING APRON C PARCEL 820 PROJECT CIVIL MASTER SITE 05-YD JOB NO. RENTON, WA I DWG No. R-405617 41tDowe C511 C14 COMP N0. W3441886 05—YD—APRC—0511 r 3 STRAND BARBED-WIRE APRON ON EXTENSION ARMS, VINYL COATED NON -GALVANIZED �� CORNER, END, \- TOP RAIL OR TENSION WIRE OR PULL POST1. TIE WIRES OR CLIPS, TYP — TRUSS ROD 1 (3/8" MIN DIA) z CONCRETE BASE C� 16" MIN DIA 1 n'-n" DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION - APRON C Cl PROJECT - SITE DCN-04 - APRON C Cl PROJECT - SITE DCN-05 - APRON C Cl PROJECT - SITE DCN-06 - APRON C Cl PROJECT - SITE DCN-07 - APRON C Cl PROJECT - SITE DCN-08 0 I BLACK VINYL COATED CHAIN -LINK FABRIC (9 GAGE, 2" MESH) BOTTOM OF FABRIC TENSION WIRE z a GRADE I c-'jco 1 cV 10'-0" OC MAX LINE POSTS TO BE EQUALLY SPACED CHAIN -LINK SECURITY FENCE DETAIL SCALE: NONE BLACK VINYL CODED CHAIN -LINK FABRIC (9 GAGE, 2" MESH) C514 TIE WIRES OR HOG RINGS, T LINE POST HOG RING$, TYP 0" MIN DIA CONIC TRUSS ROD, /Z /4" AJIKI n10 TRUSS ROD AND BAND TENSION BAND (15" OC MAX AND WITHIN 4" FROM TOP AND 30TTOM OF FABRIC) 1 /2" TYP TENSION BAND II\VJJ I\�D (3/8" MIN DIA) BRACE RAIL CLAMP TENSION BAR TO ENGAGE EACH FABRIC LINK TENSION BAR CARRIAGE BOLT oj'L='_ END OR GATE POST BARBED-WIRE OR TENSION WIRE LJL9 TENSION BAND FASTENING DETAILS � SCALE: NONE C514 GENERAL NOTES Q BARBED-WIRE, 1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL 9-GAGE STEEL �Q ,gyp TYP BE CONSTRUCTED ON THE SECURE SIDE OF TIE WIRES LOCK PIN, TYP �o THE FENCE ALIGNMENT. BLACK VINYL COATED � � (2'-0'$ OC MAX) 19-GAGE STEEL TIE WIRE CHAIN -LINK FABRIC SHALL BE PLACED ON THE (15" OC MAX AND o CDSIDE OPPOSITE THE SECURE AREA. WITHIN 4" FROM TOP AND BOTTOM OF FABRIC) TOP OR BRACE RAIL ROUND POST ATTACHMENT DETAILS SCALE: NONE C514 BY APPROVED DATE SYM REVISION BY APPROVED DATE RT TWN 03.09.16 - APRON C Cl PROJECT - SITE DCN-09 RT TWN 05.11.16 RT TWN 03.28.16 - APRON C Cl PROJECT - SITE DCN-10 RT TWN 06.06.16 RT TWN 04.05.16 - APRON C Cl PROJECT - SITE DCN-11 RT TWN 07.05.16 RT TWN 04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.17.16 RT TWN 04.22.16 APRON C PARCEL 820 RT TWN 02.08.19 L BOE/NG° C'— NAL WWI 3/8" PLAIN PIN RIVETED FLUSH, TYP LINE POST 3/8" PLAIN PIN RIVETED FLUSH, TYP CORNER POST EXTENSION ARM DETAILS SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED C514 IFIC SUBMITTAL STEEL POST SCHEDULE MINIMUM OUTSIDE DIMENSIONS (NOMINAL) USE AND SECTION FABRIC WIDTH 84" TO 96" CORNER, END AND POSTS TUBULAR - PULL ROUND 2.875" OD LINE POSTS TUBULAR - ROUND 2.375" OD TOP, BOTTOM AND RAILS TUBULAR - BRACE ROUND 1.66" OD FEBRUARY 8. 2019 AIL SUBTITLE 02.08.19 02.08.19 TITLE 02.08.19 02.08.19 CIVIL MASTER FENCING DETAILS BOEING APRON C PARCEL 820 PROJECT SITE 05-YD JOB NO. DWG NO. RENTON, WA R-405618 41"D REVISION SYMBOL DATE W3441886 C514 C15 WCOMP N0. 3441886 05-APRON-C-0514 CALE: 1:30 RAINIER AVE N — OTMH _ RIM 22.5 — � DENSE BRUSH O RAINIER AVE N DENSE RUSH I B ERTY LINE _ w AIRPORT PROP WDENSE TREES I IRPORT P OP LINE 18 i —M I I I TOFA —� A A TO FA FAIWF 65.5' IP II TOR (EXISTING) wx w wx w wx w . �cc, c ----nc ----c ----Qc --- gS----n--- nS ---- OFA�U� TOFA �TOFA TOFA I —TE)FA 10 E! FA :FeFA :FeFA —:Fe _L LFA —:FeFA—:FeF��-- TOFA — 17 0 HH -TOFA TOFA TOFA TOFA TOFA TOFA TOFA—TOFA —ITOFA TOFA TOFA TOFA TOFA —aS ----(IS U — aS Dj1— --(IS ----aS --- GRASS A A GRASS SIGN \ Tp 1 B❑p C19 GRASS TpFq \TOcq—\\\\ � ---- TL q=row aS QS ----QS I ---QS — — — ----cis— Tn \ TOFA — TOFA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA -RSA -RSA -RSA -RSA- RSA RSA RSA RSA -RSA -RSA -RSA- RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA —ww — — — — w3zw -- ---- --- —. wzw —aS — — — S ---� 8 50 25 0 25 50 100 SCALE: 1:50 SYM REVISION BY APPROVED DATE SYM - APRON C CI PROJECT W3441866 FSi AWL 12.14.15 A SITE DCN 02 W3341886 FSi AWL 01.26.16 B APRON C PARCEL 820 W5683710 FSi AWL 02.08.19 SIGN GENERAL NOTES 1. 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. REMOVAL NOTES CUT COMPRESSED AIR PIPING DOWNSTREAM FROM ISOLATION VALVE IN VALVE PIT. PROVIDE CAP AND LABEL ABANDONED PIPE. ABANDON PIPING IN PLACE. . Nam . - I I I I 'I ON.' wl MF N M7,0410 YIN wow wpnw rom .' m0w mump M MON.' MEM Wall MIXER,NO ' � I�ree.ma � � l Pm�� W, 1z' 10 ELIE � �6 (IS-- ---aS ---- --- -�3�zs - -- KEY PAN SCALE: NONE Z SIGN n I L GRASS R-405619 ISSUE FOR CONSTRUCTION FSi consulting engineers PROFESSIONAL STAMP & SIGNATURE p P K A n A I Seattle, Washington SCALE: 1" — 50' APPLIES TO WORK WITHIN THE CLOUDED FEBRUARY 8, 2019 REVISION AREAS ONLY AS INDICATED UM REVISION BY APPROVED DATE ACCEPTABILITY ADR 01 of WAsy� Nc THIS DESIGN AND/OR ® z ��� ��� o SPECIFICATION IS APPROVED AWL ENGI APPROVED BY DEPT. DATE AWL CHE( P 481890 0� F��STERE �`� APPf �S'N N A L ENG\ APRON C PLAN x —as Solutions & Service NIL SUBTITLE CURRENT REVISION SYMBOL DATE 02.08.19 COMPRESSED AIR PIPING PLAN W5683710 B 02.08.19 02.08.19 SHEET 02.08.19 TITLE APRON C PARCEL 820 M 113R m 1 SITE 05 - YD - APRON C JOB NO. COMP NO. 13726-01 MECHANICAL MASTER RENTON, NIA DWG NO. 05—APRON—C—M113R F G H J K L � f f t f f f f f . � I I ROFA (U) ROFA (U) I I ROFA (U) ROFA (U) 12" DI ROFA (U) ROFA (U) ROFA (U) PM ROFA (U) ROFA (U) u GENERAL NOTES 1. 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. 03AVd REMOVAL NOTES SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH BOEING. DEMO COMPRESSED AIR PIPING AND ISOLATION VALVE TO 6" BELOW BASE OF CONCRETE. PROVIDE CAP AND LABEL ABANDONED PIPE. B Gdd-1NI0f N3dO.Z l aS--- — 119 O m 00 r- CO LO � rO N CD� 00 r- CO CCU t N") N O � N N N N N N N N N N U U U U U U U U U U U U U U U U U U U U U R-405620 MATCH LINE - FOR CONTINUATION SEE SHEET M 113 20 10 0 10 20 40 ISSUE FOR CONSTRUCTION FSi consulting engineers APRON C P LAN PROFESSIONAL STAMP & SIGNATUREREMOVAL Seattle, Washington SCALE: 1" — 20' Z APPLIES TO WORK WITHIN THE CLOUDED FEBRUARY 8, 2019 SCALE: 1:20 REVISION AREAS ONLY AS INDICATED Solutions & Service SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION DATE — APRON C CI PROJECT W3441886 FSi AWL 12.14.15 <� q tiACCEPTABILITY ADR 02.08.19 W568371dSYMBOL � oWwny, c THIS DESIGN AND/OR CHECKED COMPRESSED AIR PIPING PLAN SPECIFICATION IS APPROVED AWL 02.08.19 SHEET ® ENGINEER TITLE A SITE DCN 02 W3341886 FSi AWL 01.26.16 APPROVED BY DEPT. DATE AWL 02.08.19 APRON C PARCEL 820 M111R M 2 D,n �FG�STEAPPROVED - JOB N0. B APRON C PARCEL 820 W5683710 FSi AWL 02.08.19 FS 4STE NG CHECKED SITE 05-YD APRON C 13726-01 �COMP NO. S/ONAL E 02.0 APPROVED MECHANICAL MASTER RENTON, WA °wc No. s��D 05—APRON—C—M111 R A B C D E F G H J K L -70 D N � D - - 0 lI - - ❑ 0 - 0 0 0 0 0 0 0 cV LiJ =1 cI wl w cn ►z� — � BLDG 800 RAINIER FLIGHT SERVICE 12" DIW x x x FW FW n 12 DI w FW FW AIRPORT LEASE LINE I I FW FW- ASPHAL RAMP 0 0 0 w � m� �_ Ln U � 1 JIM O � O � O 0 0 0 0 o n ❑ I ❑ I ° I ° I ❑ O J ❑ 1 ❑ I ° I ❑ ❑ ❑ I ❑ I ❑ I ❑ I ❑ C x x x x x x x 1 ° I X 1 TEMP TEMP RSTRM STRM X ❑ El 0 I X ° I I I A = �/ X ❑ x x x 6'CLF GATE I -Ti I � I I I I 71 '14 1:�� -1 -1. I RAMP w SG W// • a 3 m ]Elm n, °° Ln' 1 TOFA (E)T®FA ((E)T®IFA ((�)) T®IFA ((E)T®IFA ((E))T®IFA ((E))T®F-A (E) T®IFA ((E)—TOFA ((E))—TOFA ((Q) FA (�)) 20 10 0 10 20 40 SYM REVISION - APRON C CI PROJECT - SITE DCN-05 - APRON C CI PROJECT - SITE DCN-06 - APRON C CI PROJECT - SITE DCN-07 - APRON C CI PROJECT - SITE DCN-08 - APRON C CI PROJECT - SITE DCN-09 � SCALE: 1:20 BY APPROVED DATE SYM REVISION BY APPROVED DATE RT TWN 03.28.16 - APRON C CI PROJECT - SITE DCN-10 RT TWN 06.06.16 RT TWN 04.05.16 - APRON C CI PROJECT - SITE DCN-11 RT TWN 07.05.16 RT TWN 04.12.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.17.16 RT TWN 04.22.16 - APRON C PARCEL 820 RT TWN 02.08.19 RT TWN 05.11.16 A APRON C PARCEL 820 PERMIT COMMENT REVISION RT TWN 03.29.19 TOFA ((E) FW FW O D TOFA ((E) TOFA ((E)) - APRON C PLAN SCALE: 1 " = 20' L BOE/iVG° C'- J SG AIRPORT LEASE LINE TGFA (E) TOFA ((E) bF vrASk . �va� o;A� 45379 Z>�/ R� TOFA ((E) > m r TUFA ((E) TOFA ((E) FW CONSTRUCTION NOTES REMOVE FIRE HYDRANT ASSEMBLY AND BOLLARDS. DELIVER FIRE HYDRANT ASSEMBLY TO THE CITY OF RENTON MAINTENANCE SHOP. PLUG FIRE WATER MAIN WITH CONCRETE TO ABANDON IN PLACE PER WSDOT SPECIFICATION 7-08.3(4). REMOVE 6" GATE VALVE AT 12" TEE PROVIDE 6" MJ PLUG TO BE INSTALLED BY CITY OF RENTON FORCES THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND RESTORE FINAL SURFACE PAVING. ® REMOVE 2-2" REDUCED PRESSURE BACKFLOW PREVENTERS AND CAP REMAINING LINE IN VAULT. REMOVE 2" VALVE, CAP REMAINING LINE. ©REMOVE 1.5" VALVE, CAPE REMAINING LINE. v GENERAL NOTES 1. SEE CIVIL PLANS C220R - C223R FOR PAVEMENT REMOVAL ITEMS. 2. SEE MECHANICAL PLANS M111R & M113R FOR AIR REMOVAL ITEMS. 3. SEE ELECTRICAL PLANS E111R - E113R FOR ELECTRICAL REMOVAL ITEMS. 4. ALL REMOVED WATERLINE VALVES, HYDRANTS AND REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE RETURNED TO BOEING AND DELIVERED TO LOCATION DIRECTED BY BOEING CONSTRUCTION MANAGER. 5. ALL EXISTING AND PROPOSED UTILITY LINES EXPOSED FOR CONNECTION SHALL BE TEMPORARILY CAPPED AT ALL TIMES DURING CONSTRUCTION TO PREVENT CONTAMINATION. LEGEND 1IIIIIIHHH1RHIIIIIIHH+H 8" FIRE WATER MAIN ABANDONED X FIRE HYDRANT REMOVAL IN C PLI-I L; P 'ti 4 I H C1TY OF RENTON STANDARE)$ OPMENT ENGINEERING Ernair 04/26/2019 WATER UTILITY agafour 04/26/2019 WW ' I Masao � 1 os�_wwnmw. W� I��'1■JIIIR7 . � 11IN 11-3- UNIO oil low% w NNEI��Hi�ifiii_� !on���GTr7'Sy�,�''1 1 El00111`Koo0T-, 2 ' INe IFC SUBMITTAL R-405621 MARCH 22,2019 ��OWL DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY R. CHECKED W3441886 DO 03.22.19 FIRE PROTECTION AND WATER REMOVAL PLAN THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED T. NEU 03.22.19 SHEET ENGINEER TITLE BOEING APRON C PARCEL 820 PROJECT M261 R M APPROVED BY DEPT. DATE T. NEU 03.22.19 CHECKED �/ ,- 3 D. MURATA 03.22.19 SITE 05- I D APPROVED JOB N0. COMP N0. W3441886 APPROVED DWG N0. �g MECHANICAL MASTER RENTON, WA 05-APRON-C-M261 R AIRPORT PROPERTYILINE AIRPORT PROPERTY ENSE LINTREES E TLB g W W Mo rid — — — — — — — — — — — BLDG 5-429 E a;ru I 2-STORY OFFICE ■m TRAILER N � — — — — — — — — — ABAN X DIRT ------ 4r I I CI CREW —M MM„ M ® M I SHELTER I I L- — — — — — — — — — — DENSE BRUSH L WA—m 6 rI-ZJI�p���lp�C-A TO FA—� A A TO FA FA TOFA-1 TOFA�e��4F?LFiIkFA TOFA - TOFA TAO€A4UOFAFTOFF( TOFA- 65.5' IP II TOFA (aasw) I GRAS GRAss GENERAL NO T E S — 1. 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 T1 .......... . . - I COATED TO PREVENT EXPOSURE OF THE St° 5 Stalls III GALVANIZED/ZINC MATERIALS PRIOR TO 5 St°l,y INSTALLATION OR COMPLETION OF ® T s CONSTRUCTION. %aIsErBaE,rle eEAsTO�EA R OFA TOFATOFA 'OFA TOFA TOFA TOFA — �I I Tp� HH =A TOFA TOFA TOFA TOFA TOFA TOFA TOFA I �i TOFA—TOFA—TOFA--TOFA—TOFA—TOFA—TOFA—TOFA—TOFA—TOFA—ITOFA—TOFA—TOFA—TOFA—TOFA— S.10119 TpFq GRASS —QS — — — —QS axi — QS as — —as — — — —as----- T \ Tp,11 GRASS q oq 'v� T CA op lop, I GRASS G A A A A T A A A A X On j TOF GRASS p�q o�q \ SIGN v>® O m 00 r- O Ln `d- r7 N O m 00 O In r7 N O TOFq TOFq GRASS %Fq _ A • — „ wow wow wxw imwml -- s T��-� a T ALTO as mil' — as — — — —as---as---v----as--- 'Cs--- - ION „ o o rn ocq Q� RE ON MUN CIPA AIR y g TOFA RU „ , z _ TOFq o _ o o C RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RS, Z RO "D" / Q 20/ 1 D �_: � I p p a oo� to ANw �� E RUNWAY 16-34 - 81/ 2 F 0 1 —80 0-5 G ❑ H =I Fri I CO PLE J N PAR I K RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RS, 1�405 L Z LT ABA — — —U b — — — — — — — —U b — — — — U b — — — — — — — — Ub— — — • • —� �o — ° -- KEY PLAN wxw wxw wxw w w ° as — = , (IS — — — —as — — — — — — — 3 'Zas — z SCALE: NONE • � a ® SIGN SIGN �Z� I GRASS R-405622 4 � I 50 25 0 25 50 100 ISSUE FOR CONSTRUCTION FSi consulting engineers APRON C PLAN PROFESSIONAL STAMP & SIGNATUREREMOVAL Seattle, Washington SCALE: 1:50 SCALE: 1" = 50' APPLIES TO WORK WITHIN THE CLOUDED FEBRUARY 8, 2019 REVISION AREAS ONLY AS INDICATED Solutions & Service SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE W. tq ACCEPTABILITY ADR 02.08.19 W5683710 B 02.08.19 — APRON C CI PROJECT W3441866 FSi AWL 12.14.15 ��'��Of wasy,N'�c THIS DESIGN AND/OR CHECKED 02.08.19 SAFETY SHOWER TEPID WATER PIPING PLAN SHEET O �P �� SPECIFICATION IS APPROVED ENGINEER TITLE M264R A SITE DCN 02 W3441866 FSi AWL 01.26.16 y APPROVED BY DEPT. DATE AWL 02.08.19APRON C OARCEL 820M 4 CHECKED B APRON C PARCEL 820 W5683710 FSi AWL 02.08.19 A 48289 SITE 05 - YD -APRON C �0- ?FG�STERF�G\�`�� APPROVED JOB N0. COMP N0. SIGNAL EN 13726-01 02.08.19 APPROVED MECHANICAL MASTER RENTON, WA DWG NO. 05-APRON-C-M264R SICHD BLDG 790 AIRPORT MAINTENANCE 12" DI ROFA (U) ROFA (U) ROFA (U) ROFA (U) RAINIER FLIGHT SERVICE 12" DI ROFA (U) ROFA (U) ROFA (U) - PM 10 ROFA (U) 1 M263R M504R 1 ) - M263R M450R E E E E U STS ® aw ■ o U lid W F- I Ld L CD u m L E- X_ u b R J I J W Uj 01 -1wm 1" TW CD � o J m Ln L ROFA (U) Ld U J N 3 I� D ISM mm- EE EE EE EE III 0 W m S1S STS STS m U) E E U) U) E m -E EE S1S S1S E E E E0j� E E E M �D SG — RFA--(U) RaEA 4�- RQEA (L4— _ROFA_W) JRDEA_("RaEA. (LL�— __20EA (U) 8' CLEARANCE FROM BOEING LEASE LINE ROFA (U) (is a3AVd add-1NI0f N3d0„Z l GENERAL OTES 1. 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. 12GALLON GOLD E R i E REMOVAL NOTES SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH BOEING. DEMO, DRAIN AND CAP PIPING BACK TO 6" BELOW BASE OF CONCRETE. ■ win 2011 Emml @0_w- nil sm mr, m a i �*_ �! - mp, 0 ' 116 11510 rm- MMER111-3 INININ oil -.ml' •� jml -��T �1 alIms, f■��i�T7r�a� Smil mmJm1m■mI 1I " ' KEY PLAN z SCALE: NONE TOFA TO A TOFA TOFA TOFA TOFA TOFA TOFA I � TOFA TOFA TOFA TOFA- TOFA TOFA- __ m __ __ __ __ 056LJ3 MATCH LINE — FOR CONTINUATION SEE SHEET M264 20 10 0 10 20 40 ISSUE FOR CONSTRUCTION FSi consulting engineers APRON C PLAN PROFESSIONAL STAMP & SIGNATUREREMOVAL Seattle, Washington SCALE: 1" - 20' Z APPLIES TO WORK WITHIN THE CLOUDED FEBRUARY 8, 2019 SCALE: 1:20 REVISION AREAS ONLY AS INDICATED Solutions 8c Service SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE APRON C CI PROJECT W3441886 FSi AWL 12.14.15 OW WA y4 THIS DESIGN B AND/OR CHECKED DR 02.08.19 W5683710 B 02.08.19 �, ti SAFETY SHOWER TEPID WATER PIPING PLAN tiP� Ncr 61 SPECIFICATION IS APPROVED AWL 02.08.19 SHEET A SITE DCN 02 W3441886 FSi AWL 01.26.16 ® co ENGINEER TITLE APRON C PARCEL 820 APPROVED BY DEPT. DATE AWL 02.08.19 M263R M 5 B APRON C PARCEL 820 S5683710 FSI AWL 02.08.19 A 48289 CHECKED PoSITE 05-YD - APRON C PROVED ,� �F��STERF'� �`�APJOB N0. COMP N0. `cSS,ONAL ENS` _ 13726-01 02.08.19 APPROVED MECHANICAL MASTER RENTON, WA DWG No. SIGNED 05-APRON-C-M263R 1 1 /4" NPT T MALE I N LET T� 3/4" NPT MALE INLET COMBINATION EW/SS/WH DETAIL SCALE: NONE 120 GALLON WATER HEATER, AO SMITH DVE— 120-36 ---- :[o11] .y9:/91111[aVIA I 2" I DCW FROM CIVIL IE T PROVIDE AT LEAST 3 CUBIC FEET OF POROUS FILL AROUND AND BELOW BLEED OUTLET FOR DRAINAGE M263RIM504R JVEXPANSION TANK, TACO PAX-30 POWERS CB "LFM432-40 �2" ,+51 l , CIRCULATING PUMP, GRUNFOS UP-15-29—SF 1" TWR A R MAN F0 LD DETAIL AND YARD HYDRANT SCALE: NONE 36„ 1/2" PARKER EZ MATE BRASS QD (FEMALE) 3/4" PARKER EZ MATE 3/4" A BRASS QD (FEMALE) J � 1" A M111RIM504R DIXON SCVS6 EXCESS FLOW VALVE '/p DIXON SCVS8 EXCESS FLOW VALVE I UNITSTRUT BRACK SAFETY SHOWER HOT WATER HEATER DETAIL AIR MANIFOLD DETAIL � SCALE: NONE M263R M504R SCALE: NONE M111RIM504R SYM REVISION BY APPROVED DATE SYM - APRON C CI PROJECT W3441886 FSi AWL 12.14.15 A SITE DCN 02 W3441886 GLS AWL 01.26.16 B APRON C PARCEL 820 W56837101 FSi 1 AWL 1 02.08.19 REVISION BY I APPROVED In PROFESSIONAL STAMP &SIGNATURE � REMOVAL APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED DATE D RA1 W. �q ACCEPTABILITY GLS _ OF WA THIS THIS DESIGN AND/OR CHE( o SPECIFICATION IS APPROVED AWL ENGI APPROVED BY DEPT. DATE AWL A 48289 �0 �FOISTEREO FSS/ONAL ENG\ 02.08.19 SIGNED GENERAL NOTES ����=y►m�z��:a�z���i�y:[yn►►a:�:s:��i:�aa►►a:�:ae�y[e�►� REMOVAL NOTES SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH BOEING. DEMO ALL SHOWER SAFETY EQUIPMENT AND PIPING BACK TO 6" BELOW BASE OF CONCRETE. SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH BOEING. DEMO COMPRESSED AIR PIPING BACK TO 6" BELOW BASE OF CONCRETE. DEMO BRACKET SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH BOEING. DEMO ALL COLD WATER TO 6" BELOW BASE OF CONCRETE. ® SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH BOEING. DEMO ALL EQUIPMENT AND PIPING TO 6" BELOW BASE OF CONCRETE. PROVIDE CAP. ISSUE FOR CONSTRUCTION FEBRUARY 8, 2019 41 L SUBTITLE 02.08.19 PIPING DETAILS 02.08.19 02.08.19 TITLE APRON C PARCEL 820 SITE 05-YD - APRON C MECHANICAL MASTER Im R-405625 1 FSi consulting engineers Seattle, Washington CURRENT REVISION ISYMBOL DATE W5683710 B 02.08.19 SHEET M504R M7 JOB NO. COMP NO. 13726-01 DWG N0. RENTON, WA 05—YD—APRC—M504R Ln O Lu a I 0 L I U Z O w IL Q I 0 rn c .3 0 L 0 I / O E 0 0 O N co N U L 0 a_ U c O L a Q a� O m J O N 0 I rn rn U N O L a_ / U) L / 0 c0 E Z) U O / 0 0 / SYM REVISION - APRON Cl Cl PROJECT W3441886 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 A APRON C PARCEL 820 BY APPROVED DATE CASNE CEC 12.14.15 CASNE DAT 12.19.16 CASNE CEC 02.08.19 SYM REVISION BY I APPROVED I DATE i L BOE/NG ' ✓�4� of W4 L��1 k 35276 'W� n2 ACCEPTABILITY CASNE THIS DESIGN AND/OR CHECK[ SPECIFICATION IS APPROVED RJJ N IN _ROVED BY DEPT. DATE JEA CHECK[ CEC qdL SUBTITLE 08.04.15 08.04.15 TITLE 08.04.15 08.04.15 ISSUE FOR CONSTRUCTION F E B RUARY 08, 2019 INDEX APRON C PARCEL 820 APRON C R-405626 CE CASNEEngineering J545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 EVISION SYMBOL DATE A 02.08.19 SHEET EO-A El JOB NO. COMP NO. W3441886 DWG N0. RENTON, WA 05-APRON-C-EO-A ELECTRICAL MASTER YARD m I 0 W I U Z 0 Q I u 0 3 0 I 0 E 0 0 0 N co 75 a U O a Q 0 m J 0 0 N 0 I 0 11:1111J11milm', GROUND CABLE CONNECTION GROUND ROD CONNECTION 1, GROUND CABLE PIGTAIL, THERMOWELD AT GROUND CABLE OR AT INSULATED GROUND BAR G GROUND CABLE (UNDERGROUND) OR INSULATED GROUND BUS BAR POWER ® PANELBOARD, 208Y/12OV, 3 PHASE, 4 WIRE ® PANELBOARD, 480V, 3 PHASE, 3 WIRE OR 480/277V, 30, 4 WIRE 1111111010009y1Mr_T410 k 120V, 15A, 1 PHASE, 2 POLE, 3 WIRE RECEPTACLE, NEMA 5-15R, HUBBELL #5262 321: 120V, 15A, 1 PHASE, 2 POLE, 3 WIRE, DUPLEX CORD DROP RECEPTACLE, NEMA 5-15R, HUBBELL #5262 p�20 120V, 20A, 1 PHASE, 2 POLE, 3 WIRE, RECEPTACLE, NEMA 5-20R, HUBBELL #5362 30 120V, 30A, 1 PHASE, 2 POLE, 3 WIRE, TWISTLOCK RECEPTACLE, NEMA L5-30R, HUBBELL #2610A p 120V, 15A, 1 PHASE, 2 POLE, 3 WIRE DOUBLE DUPLEX RECEPTACLE, NEMA 5-15R, HUBBELL #5262 o SPECIAL PANELBOARD, TYPE AS NOTED ❑J UNFUSED DISCONNECT SWITCH 30/NF SWITCH RATING IZ' FUSED DISCONNECT SWITCH 30/20 SWITCH RATING/FUSE RATING IZ' MOTOR STARTER (COMBINATION) ® CIRCUIT BREAKER IN ENCLOSURE - SIZE AS SHOWN ® MOTOR STARTER (MANUAL) T❑ TRANSFORMER (SIZE AS SHOWN, IN KVA) PB PULL BOX Q JUNCTION BOX O 460 VOLT MOTOR (SIZE AS NOTED) �O 208 VOLT OR 240 V MOTOR (SIZE AS NOTED) 115 VOLT MOTOR (SIZE AS NOTED) sV SOLENOID VALVE CONDUIT SURFACE MOUNTED OR CONCEALED. E CONDUIT IN WALL OR CEILING SPACE. CONTAINS ONE AWG #12 PHASE, AND ONE AWG #12 NEUTRAL CONDUCTOR UNLESS OTHERWISE NOTED. "E" INDICATES EMERGENCY CIRCUIT. --------- CONDUIT UNDERGROUND, UNDER FLOOR SLAB, OR IN CEILING SPACE OF FLOOR BELOW WITH CONDUCTORS AS ABOVE. \___C.O. CONDUIT ONLY. FLEXIBLE METAL CONDUIT. PROVIDE CIRCUIT CONDUCTORS REQUIRED BASED ON 60 DEGREE CELCIUS CONDUCTOR RATING. .a 30 208V, 30A, 1 PHASE, 2 WIRE, 3 POLE, CORD DROP WITH TWISTLOCK, NEMA L6-30R, HUBBELL #2623 m 30 480V, 30A, 3 PHASE, 4 POLE, 3 WIRE GROUND THROUGH EXTRA POLE. CROUSE HINDS #ARE 3423 VICE WP 15A, 125V, DUPLEX IN A WEATHERPROOF ENCLOSURE (NEMA 3R RAINTIGHT) I:1a GFI 15A, 125V, DUPLEX WITH BUILT IN GROUND FAULT CIRCUIT INTERRUPTER, HUBBELL GF52621 ® FLOOR BOX WITH 20A 120V FOURPLEX AND DATA COMPARTMENT HO 208V, 20A, 1 PHASE, 2 POLE, 3 WIRE, TWISTLOCK RECEPTACLE, NEMA L6-30R, HUBBELL #2320A 502 NEMA 14-50R STRAIGHT BLADE, 120/208V, 10, 3-POLE, 4-WIRE RECEPTACLE, 50A. COMMUNICATIONS i TELEPHONE OUTLET SZ DATA OUTLET DATA/TELEPHONE OUTLET iW WALL MOUNTED OUTLET SEE DETAIL 1 SHEET E549 �T TELEPHONE CONDUIT HOMERUN TO TELEPHONE BACKBOARD PA PUBLIC ADDRESS WIRE RACEWAY sO PAGING SPEAKER, CEILING MOUNTED vO VOLUME CONTROL sOV PAGING SPEAKER, CEILING MOUNTED WITH VOLUME CONTROL 04 SECURITY CAMERA FIRE DETECTION INDICATES PHASE CONDUCTOR (#12 OR SIZE AS NOTED) INDICATES NEUTRAL CONDUCTOR (#12 OR SIZE AS NOTED) \ INDICATES GROUND CONDUCTOR (#12 OR SIZE AS NOTED) INDICATES ISOLATED GREEN GROUND CONDUCTOR (#12 OR SIZE AS NOTED) #10 HOMERUN W/7#10 SHOWING CIRCUIT SOURCE (PANEL/PANEL POSITION) 1 D 6 - 1 /1,3,5,7 HOMERUN W/CIRCUIT SOURCE & CONDUIT & 1 B2-8/1,3,5 WIRE SIZE NOTED 1-1 /2"C,3#2+#2/ON+2#8G CONDUIT TURNS DOWN 0 CONDUIT TURNS UP EQUIPMENT OR MATERIALS TO BE DISCONNECTED AND REMOVED Q TAP BOX 0❑ MANHOLE © HEAT DETECTOR 0 SMOKE DETECTOR ® FIRE ALARM TRANSMITTER PANEL (ADT) pg PULL STATION A HORN/STROBE ANNUNCIATOR EK HORN ANNUNCIATOR LIGHTING REFER TO SHEET E500 FOR DETAILED FIXTURE SCHEDULE WITH SYMBOLS 0 LIGHT FIXTURE - SHADED CONNECTED TO EMERGENCY CIRCUIT I� EXIT SIGN, WALL MOUNTED. DIRECTIONAL ARROW SHOWN ® EXIT SIGN, CEILING MOUNTED. DIRECTIONAL ARROW SHOWN X FIXTURE IDENTIFICATION Y 'Y' DENOTES FIXTURE TYPE "Y" DENOTES WATTAGE OF FIXTURE SWITCH LEG IF USED a LCP RELAY IDENTIFICATION r (-) INDICATES FIXTURE WIRED TO "HOT" 1,R3 AND IS UNCONTROLLED BRANCH CIRCUIT GROUP FOR REFERENCE. USE EXISTING CIRCUITS AND GROUP AS SHOWN. AS -BUILT FINAL CIRCUIT NUMBERS. $ $ 3 $ 4 TOGGLE SWITCHES - LINE VOLTAGE, SINGLE POLE/ 3-WAY/ 4-WAY. NUMBER OF SWITCHES UNDER COMMON PLATE a,b,c LOWER CASE LETTER INDICATES SWITCHING GROUP R12,R13 LOW -VOLTAGE LIGHTING CONTROL "R12,R13" SWITCH. INDICATES ONE SWITCH $`� CONNECTED TO LCP RELAYS 12 AND 13 REFERENCE SHEET E503 AND E504, DETAIL 1. $m MOTION SENSOR SWITCH CONTROL SEE DETAIL 6 SHEET E502 $ ° INCANDESCENT DIMMER SWITCH Q CEILING MOUNTED MOTION SENSOR SEE DETAILS 3,4,AND 5 SHEET E502 © POWER PACK FOR CEILING MOUNTED SENSOR SEE DETAIL 4 AND 5 SHEET E502 PHOTOELECTRIC CELL EXISTING 1' BY 4' INDUSTRIAL FIXTURE ON © EMERGENCY CIRCUIT UNLESS OTHERWISE NOTED. EXISTING 1' BY 8' INDUSTRIAL FIXTURE ON E EMERGENCY CIRCUIT UNLESS OTHERWISE NOTED. 0 FIXTURE TYPE �o UNLESS OTHERWISE NOTED. ® FIXTURE TYPE 49 UNLESS OTHERWISE NOTED. FIXTURE TYPE 31 UNLESS OTHERWISE NOTED. ® FIXTURE TYPE 45 UNLESS OTHERWISE NOTED. b,& FIXTURE TYPE "b" INDICATES SWITCH CONTROL. a0 FIXTURE TYPE 10o a" INDICATES SWITCH CONTROL. SCHEMATIC I __o 0- -.0-1 ko- SINGE LINE DISCONNECT SWITCH CIRCUIT BREAKER TRANSFORMER GROUND CONNECTION PILOT LIGHT * INDICATES COLOR PUSHBUTTON MOMENTARY CONTACT NORMALLY OPEN PUSHBUTTON MOMENTARY CONTACT NORMALLY CLOSED SOLENOID VALVE RELAYS & COILS *=TYPE M=MOTOR STARTER CR=CONTROL RELAY C=CONTACTOR TR=TIME DELAY OR TIMING RELAY N.O. CONTACT N.C. CONTACT AMMETER AMMETER SWITCH VOLTMETER VOLTMETER SWITCH TEST BLOCK 15KV IN -LINE SPLICE FUSE (RATING, TYPE) 4V02-2H8 I50A M. BK . 3PH, 3W 2V02-2H8 IOOA M. BK . 3PH, 4W 3V02-1J8 225A BUS 100A MC TRANSFORMER (DASHED LINE INDICATES ELECTROSTATIC SHIELD) 480V, 3PH, 3W PANELBOARD (RATINGS AS NOTED) 208Y/12OV, 3PH, 4W PANELBOARD (RATINGS AS NOTED) 480Y/277V, 3PH, 4W LIGHTING PANELBOARD (RATINGS AS NOTED) COMBINATION STARTER 3A CONTROLLER OR MCC CUBICLE NUMBER T� 2 STARTER SIZE DISCONNECT SWITCH MOTOR HORSEPOWER GENERAL NOTES ❑� INSTANTANEOUS OVERCURRENT PROTECTION FUNCTION 1. LOW VOLTAGE CONDUCTORS SHALL BE THHN FOR INTERIOR LOCATIONS AND XHHW FOR OUTDOOR AND BELOW GRADE ST SHORT TIME OVERCURRENT PROTECTION INSTALLATIONS. UL LISTED. FUNCTION LT LONG TIME OVERCURRENT PROTECTION 2. MEDIUM VOLTAGE CONDUCTORS SHALL BE MV-105, 133%, FUNCTION EPR, SHIELDED. UL LISTED GF GROUND FAULT OVERCURRENT PROTECTION 3. ALL PRECAST MANHOLES AND HANDHOLES SHALL BE FUNCTION SUPPLIED BY UTILITY VAULT CO/OLDCASTLE, OR APPROVED EQUAL. �K KEY INTERLOCK 4. MEDIUM VOLTAGE SPLICES SHALL UTILIZE DEAD BREAK, OE ELECTRICAL OPERATOR SEPARABLE, WATERPROOF T-BODY CONNECTORS. ELASTIMOLD, OR APPROVED EQUAL. UL LISTED MI MAIN BUS &BREAKER MONITORING & CONTROL UNIT 5. UNDERGROUND CONDUIT FOR DIRECT BURIAL APPLICATIONS SHALL BE SHALL BE PVC SCHEDULE 80. PVC SCHEDULE M2 BREAKER MONITORING & CONTROL UNIT 40 SHALL BE USED FOR CONCRETE AND FTB ENCASED UNDERGROUND DUCTS. UL LISTED NETWORK TERMINATION 6. BORED UNDERGROUND CONDUIT SHALL BE HDPE TYPE, UL LISTED. CARLON, CANTEX OR APPROVED PAS/AF FUSE DISCONNECT SWITCH 7. REPAIR OR REPLACE ANY AND ALL PAVEMENT AND LANDSCAPING DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 8. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. 9. CONTRACTOR SHALL PROVIDE THROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 10. CONTRACTOR SHALL PERFORM TAN -DELTA CABLE TESTING, USING A KV LEVEL BETWEEN 1.5 AND 2 TIMES THE SYSTEM VOLTAGE, ON ALL EXISTING MEDIUM VOLTAGE FEEDER CABLES SECTIONS THAT HAVE BEEN MODIFIED AS PART OF THIS SCOPE OF WORK. ABBREVIATIONS A,AMP AMPERE M METER AC AIR COMPRESSOR, ALTERNATING MCC MOTOR CONTROL CENTER CURRENT AF AMPERE FRAME MCP MAIN CONTROL PANEL AFF ABOVE FINISHED FLOOR MFGR MANUFACTURER Al ANALOG INPUT POINT (PLC) MH MANHOLE AIC AMPERES INTERRUPTING CAPACITY MMU MOTOR MONITORING UNIT AIL AMBER INDICATING LIGHT MOV MOTOR OPERATED VALVE AL ALARM MS MOTOR STARTER MTS MANUAL TRANSFER SWITCH ALT ALTERNATOR N NEUTRAL AM AMMETER NC NORMALLY CLOSED AO ANALOG OUTPUT POINT (PLC) NF NON FUSED AOR HANDS OFF REMOTE NO NORMALLY OPEN AWC AMPERES WITHSTAND CAPACITY 01 OPERATOR INTERFACE AS AMPERE SWITCH OIT OPERATOR IN TROUBLE AT AMPERE TRIP OL OVERLOAD RELAY ATS AUTOMATIC TRANSFER SWITCH OT OVER TEMP BAT BATTERY P POWER, PUMP BC BATTERY CHARGER P.S. PUMP STATION BFV BUTTERFLY VALVE PB PUSH BUTTON - LIGHTED BH BLOCK HEATER PBL PUSH BUTTON - LIGHTED BIL BLUE INDICATING LIGHT PC PARTICLE COUNTER BP BYPASS CONTRACTOR PE PHOTO ELECTRIC RELAY C CONDUIT, CONTROL PFR PHASE FAILURE RELAY CAP CAPACITOR PCS POLYVINYL CHLORIDE CB CIRCUIT BREAKER COATED GRS (CONDUIT) CKT CIRCUIT PLC PROGRAMMABLE LOGIC CNT START COUNTER CONTROLLER CONT CONTINUED PMD POWER MONITORING DEVICE CP CONTROL PANEL PNL PANEL CPT CONTROL POWER TRANSFORMER POT POTENTIOMETER CR CONTROL RELAY PS PRESSURE SWITCH CT CURRENT TRANSFORMER PT POTENTIAL TRANSFORMER CV CHECK VALVE PVC POLYVINYL CHLORIDE (CONDUIT) DB DIRECT BURIED RCP REMOTE CONTROL PANEL DEM DEMAND RHP RADIANT HEAT PANEL DF DEMAND FACTOR RIL RED INDICATING LIGHT DI AC DIGITAL INPUT POINT (PLC) DO AC DIGITAL OUTPUT POINT (PLC) RO RUN - OFF RTD RESISTANCE TEMPERATURE DEVICE DWG DRAWING RTM RUN TIME METER E,EXIST EXISTING RTU REMOTE TELEMETRY UNIT EF EXHAUST FAN RV REDUCED VOLTAGE ES EMERGENCY STOP RVAT REDUCED VOLTAGE AUTO F FUSED FACP FIRE ALARM CONTROL PANEL TRANSFORMER STARTER FRP FIBERGLASS REINFORCED PLASTIC S SIGNAL FS FLOW SWITCH SA SURGE ARRESTOR FIT FLOW INDICATING TRANSMITTER SC START COUNTER FVNR FULL VOLTAGE NON -REVERSING SE SERVICE ENTRANCE FVR FULL VOLTAGE REVERSING SHT SHEET G,GND GROUND SS STAINLESS STEEL GEN GENERATOR SSS SOLID STATE STARTER GFI GROUND FAULT INTERRUPTER SV T SOLENOID VALVE THERMOSTAT GIL GREEN INDICATING LIGHT TB TERMINAL BOX GRS GALVANIZED RIGID STEEL CONDUIT (CONDUIT) TC TIME CLOCK H HOT, HIGH, HAND TDOD TIME DELAY ON DE-ENERGIZATION HH HAND HOLE TDOE TIME DELAY ON ENERGIZATION HID HIGH INTENSITY DISCHARGE TDR TIME DELAY RELAY HOA HAND OFF AUTO TEL TELEPHONE HT HEAT DETECTOR TNI TELEPHONE NETWORK INTERFACE HTR HEATER TR TRANSIENT REACTOR IS INTRUSION SWITCH TS TEMPERATURE SWITCH IC ISOLATION CONTRACTOR TSP TWISTED SHIELDED PAIR ISR INTRINSICALLY SAFE RELAY TST TWISTED SHIELDED THREE ISB KAIC INTRINSICALLY SAFE BARRIER THOUSAND AMPS INTERRUPTING CONDUCTOR (TRIAD) TRIAD CURRENT TYP TYPICAL KAWC THOUSAND AMP WITHSTAND CAPACITY UH UNIT HEATER KI KEY INTERLOCK UPS UNINTERRUPTIBLE POWER SUPPLY kVA KILO VOLT AMPS V VAULT kVAR KILO VOLT AMP REACTIVE VB VIBRATION RELAY kVARH KILOVAR HOUR VFD VARIABLE FREQUENCY DRIVE kW KILOWATT WFP WATER FILTRATION PLANT kWH KILOWATT HOUR WFR WATER FILTER PLANT L LOW WHM WATT HOUR METER LC LIGHTING CONTACTOR WIL WHITE INDICATING LIGHT LCP LOCAL CONTROL PANEL WP WEATHER PROOF LE LEVEL ELEMENT XFMR TRANSFORMER LK LEAK XP EXPLOSION PROOF LS LEVEL SWITCH, LIMIT SWITCH ZS POSITION SWITCH LT LEVEL TRANSMITTER LIT LEVEL INDICATING TRANSMITTER LPU LIGHTNING PROTECTION UNIT LTG LIGHTING R-405627 ISSUE FOR CONSTRUCTION CASNEEngineering CE F E B RUARY 08, 2019 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CA SNE. COM JOB NO. 191- 027 a SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE � L C of WAS�ACCEPTABILITY DRAWN CASNE DATE 08.04.15 SUBTITLE ELECTRICAL LEGEND, ABBREVIATIONS CURRENT REVISION SYMBOL A DATE o2.08.19 - APRON C CI PROJECT W3441886 CASNE CEC 12.14.15 CHECKED RJJ 08.04.15 (�) THIS DESIGN 0 v SPECIFICATION IS APPROVED SHEET o - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ® _ P OVED BY DEPT. DATE ENGINEER JEA 08.04.15 TITLE APRON C PARCEL 820 EO B E 2 CHECKED A APRON C PARCEL 820 CASNE CEC 02.08.19 35276 w�' CEC 08.04.15 APRON C JOB N0. COMP N0. APPROVED o, W3441886 SS10NAL� I ELECTRICAL MASTER YARD RENTON, WA APPROVED DWG NO. 05-APRON-C-EO-A 0) 3 Ld w I U Z 0 a I uJ 0 .3 0 0 I O E 0 0 N 00 U O CL U 0 a Q a� O m J 0 0 N O I U N O CL U) w .: E U O N 0 0 u_ N Lq rn 0 rn N v �, --- - - w i6'L1 __ SS - - - S"FlR 1 - I _ — — RAIN I ER AVE__-N- -- TMH - DENSE BRUSH � Ia•MAP — I6•Mgp ® � � � S1S S0 l�w- S1S j —ummur DENSE BRUSH S 1S ww °"""uE PANr srm > s —sue- — � G w _ AI ®I No I � o I RPORT PROPERTY � :. LINE X, TES o W W .,- - — — W J E cq esx = car »7 SUBSTATION VC —1 `� N } = S gar Key M —�-- o Pad e 9 y NNN / I m M - /� — w DISTRIBUTION aed ° I 0 4ALE5d2 of I I_ I 4A E5 OR RACK C7 2 Row o MH— 8 6"` — — — M rc�F-r ew cnle P-� Md I ® n o o M H —C9 - DIRT 8 0 1 ' £ c sc -Y ® $ Tr X W I= 11 _ r _ W LL C ET ENCASED BA K b 2) OM - S �. 4 I If ;., 4A E5 R . o ' E 0 0 P^ _ w = I n (0 cr�l Ll w — LLJ , cn121=3= — — — — — — — — � — — — � — — — — — — — C) �I z TAXIWAY — ~ 65.5' z �ROUk_il_�FA TIN n-I of I 65 5' W z M TOFA (EXISTING) M I =I U Q I SIGN 'E4A LE5dl I MH—C4 m HH—C4 (COMM) TO MH—B4 (VIA—C3,C2,C1) TAXIWAY A 0 —M M v/ CONCRETE ENCASED DUCTBANK —CIS ► ,� (1)4"C, 3#600, #2G (VC-1 /9)-480V (1)4"C—SPARE (1)4"C—FIBER (1)4"C—COMM SPARE 5 ol 2 HH—05 4ALE5d1(COMM) CONCRETE ENCASED DUCTBANK (1)5"C-3#4/0 MV-105, #2G (PSE #24) (1)5"C—SPARE (1)4"C—FIBER (1)4"C—COMM SPARE /5' RUNWAY SAFT \r ; /�' RUNWAY SAFETY ARFA (RSA) (1) 4"C — FIBRE (TYP ) (1) 4"C — SPARE CONCRETE ENCASED DUCT BANK (1)5"C-3#4/0 MV-105, #2G (PSE #24) (1)5"C—SPARE (1)4"C—FIBER (1)4"C—COMM SPARE RUNWAY 16-34 GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4.48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK -- OPENINGS ARE A MINIMUM OF IWENIY—FIVE FEEI (/620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. II I 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. ALL DIRECT BURIED CONDUIT SHALL BE SCHEDULE 80 C CONDUIT. SWEEPS WHICH ENTER THE EARTH SHALL BE PVC COATED RIGID STEEL. 5. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PAINTED RIGID GALVANIZED STEEL. PER THE SPECIFICATIONS LOW VOLTAGE. 6. CONTRACTOR SHALL PROVIDE DETAILED LOCATE SERVICE FOR ALL AREAS IN BORE OR TRENCH PATH. 7. PROVIDE NYLON PULL CORDS IN ALL SPARE CONDUITS. 8. CONCRETE ENCASED DUCTS SHALL BE SCHEDULE 40 PVC REFERENCE DRAWINGS A /� I F-1—\ nr,-OPPnNI-r-P_1 1 n I/ - '" , " -, '- 05—APRON—C—E360 REMOVAL NOTES BETWEEN SUBSTATION VC-1 AND DISTRIBUTION RACK C6, REMOVE THE EXISTING POWER CONDUCTORS AND FIBER OPTIC CABLES THAT SERVE PARCEL 820. PROVIDE PULL STRINGS IN THE CONDUITS. TERMINATE THE CONDUIT STUB UPS AS SHOWN IN DETAIL 3 ON DRAWING E526R. REMOVE EXISTING DISTRIBUTION RACKS C6 AND C7 AND ASSOCIATED HARDWARE. SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH THE BOEING CONSTRUCTION MANAGER. BETWEEN DISTRIBUTION RACK C6 AND DISTRIBUTION RACK C7, REMOVE THE EXISTING POWER CONDUCTORS AND FIBER OPTIC CABLES. PROVIDE PULL STRINGS IN THE CONDUITS. TERMINATE THE CONDUIT STUB UPS AS SHOWN IN DETAIL 3 ON DRAWING E526R. I�� • �O x Ad -..Md imp w OR fop ME I Sm I I Lo, N offilftlamOrm IPN l 0i r r lI M. 0- 110 MIKE !I LJ�I�■MENEM mmom R-40562§ KEY PLAN a 5K 2 SCALE: NONE z �'40 L 50 25 0 25 50 10o ISSUE FOR CONSTRUCTION CASNEEngineering APR 0 N C P LANREM VALCE J545 FACTORIA BOULEVARD SE., SUITE 200 SCALE: 1:50 SCALE: 1" = 50' z FEBRUARY 08 2019 BELLEVUE, WA 98006 f (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE i DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL A DATE 02.08.19 4 of WAS lr ACCEPTABILITY C. ALLISON 07.15.15 - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 ���� ��� THIS DESIGN AND/OR CHECKED PARTIAL SITE PLAN - POWER DISTRIBUTION SPECIFICATION IS APPROVED r-NIINEER SHEET RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 P OVED BY DEPT. DATE JEA07.16.15 TITLE APRON C PARCEL 820 E4AR E3 A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED °3527. 4 APPROVED APRON C JOB NO. COMP NO. •� ISTER� II W3441886 jONAL 2 `�I APPROVED DWGNO. ELECTRICAL MASTER DAT 05—APRON—C—E4AR 2 i U > I w 1 U Z 0 Q - I 0 1-1 v 0 I 0 E 0 0 0 N co N 0 U 0 Q 0 0 m J 0 0 N O 0 V 0 UNIT SUB VC-1- CIRCUIT BREAKER TRIP SETTINGS EATON MAGNUM DS WITH 1150 TRIP UNIT BREAKER NO. SENSOR RATING PLUG RATING LONG TIME SHORT TIME INST. PICKUP GROUND FAULT MAINTENANCE PICKUP DELAY PICKUP DELAY PICKUP DELAY MODE 1 3200A 3200A 0.75 6 4 0.15 (I2T IN) - 0.25 0.25 (12T OUT) 2.5 2 3200A 3200A 0.4 4.5 4 0.2 (I2T IN) 3 0.25 0.25 (12T OUT) 2.5 3 800A 800A 4 800A 800A 0.5 10 6 0.4 (I2T IN) 6 0.25 0.1 (I2T OUT) 2.5 5 800A 800A 0.5 10 6 0.4 (I2T IN) 6 0.25 0.1 (I2T OUT) 2.5 6 AISLE HEATER 7 PROVISION - 8 800A 800A 9 800A 800A 0.5 10 6 0.4 (I2T IN) 6 0.25 0.1 (I2T OUT) 2.5 10 800A 800A 0.5 10 6 0.4 (I2T IN) 6 0.25 0.1 (I2T OUT) 2.5 WALK-IN LOW VOLTAGE SECTI W✓w�,-�� 3200 AMP, 30, 4 SKAIC 9 800AF � LSI 800AT TR GF N NS� �Q! 3,649 SOLID STATE TRIP UNIT W/GROUND FAULT TRIP (TYP) DUCTBANK FROM MH-B4 PSE CKT 24 5"C, 3#4/0 MV-105 15 KV CABLE + #2G 10 8 7 6 5 n 800AF LSI 800AT C� GF R C v N INS DOUBLE LUGS - A 800AF LSI 800AT TR \� GF T �E 800AF /V TRI 800AT GF (2D) N �STATION INS HEATER MANHOLE MH-C8 2500' / LOAD BREAK SWITCH ARRESTERS ® NEMA 3R N SUBSTATION �C 1 (EENCLOSUR) 125E AT APRON C ( XFMR �° 10' 0 12,470V - 480V/277V, 1500/2000KVA ""r7 Z=5.81 %, DRY TYPE, NEMA 3R � 3200AF TR 3200AT LSI 0-3000A 4 CT'S Al Tg AS A 3000:5A 3 PT'S 0-600V EATON POWER MONITOR XPERT 6000 W/ ETHERNET 4 3 65,000 2 800AF � LSI 800AT TR GF N NS 800AF V LSI 800AT rGIFG N NS� 15 480V-120/240V 5 KVA STATION POWER 3200AF � LSI 3200AT �TR GF � N NS� 4� INTO MH-C8 - 4"C TO MH-C8 � 3 5 C',4"C INTO MH-C8� 2 345' 1200' 285' MH-C8 SPARE MH-C8 SPARE 3/4°C PORTABLE GENSET I]]CONNECTION MH-C7 50� MH-C8 BOX MH-C9 500 KW MH-C6 8� 70A CB 11 10 45 KVA- 18,000 C9 3,619 10,000 2,574 TO 120/21 LOADS SYM REVISION F7 APRON C Cl PROJECT - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES °' A APRON C PARCEL 820 N IIPA 110' 12 MH-C10 10,000 2,057 3 60' 17,955 LEGEND: 1600AF DRAWOUT INSULATED CASE CIRCUIT BREAKER 1200AT WITH FRAME AND TRIP RATING NOTED: LETTERS DENOTE TRIPS: L = LONG TIME S = SHORT TIME = INSTANTANEOUS GF = GROUND FAULT NS NEUTRAL SENSOR/CT PT POTENTIAL TRANSFORMER TR TRIP UNIT/RELAY QA AMMETER AS AMP/PHASE SELECTOR SWITCH V0 VOLTMETER VS VOLT/PHASE SELECTOR SWITCH XXXXXX > AVAILABLE FAULT CURRENT SHOWN XXX AIC RATING OF EQUIPMENT XXX FEEDER LENGTH IN FEET ❑• MANHOLE • TAP BOX K1 KIRK KEY INTERLOCK GENERAL NOTES: 1. TRIP MECHANISM FOR BREAKERS 2000AF AND ABOVE SHALL BE ELECTRICALLY OPERATED. 2. TRANSFORMERS DELTA-WYE UNLESS OTHERWISE NOTED. REFERENCE DRAWINGS: 05-APRONC-E4-1 SUBSTATION VC-1 ELEVATION AND LAYOUT CONSTRUCTION NOTES: A 1 TURN OFF BREAKER 9 IN SUBSTATION VC-1. REMOVE THE ABOVE -GROUND EQUIPMENT AT POSITIONS 6 & 7, INCLUDING POWER STANDS, PANELBOARDS, TRANSFORMERS, CREW SHELTERS. SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH THE BOEING CONSTRUCTION MANAGER. REMOVE THE CONDUCTORS FROM THE CONDUITS POWER DISTRIBUTION E4-VC-1 E521 BETWEEN SUBSTATION VC-1 AND THE C6 TAP BOX. STAND DSC2 PROVIDE PULL STRING IN THE CONDUITS. REFER TO C3 TAP BOX DETAIL 3 ON DRAWING E526R. C2 TAP BOX J - 25,974 POWER STAND C DI STAND DSCS 21,625 11.913 POWERDISTRIBUTION 1� 387 STAND DS SA � CB �100A CB OBOXIT n �� i3 MANREMOVE HOLETHE C6 TAOPDBOXORS ANDFROE CH TAP PROVIDE (1 C5 TAP BOX I 1 PULL STRING IN THE CONDUIT. REFER TO DETAIL 3 ON 10' 70A CB 12 11 10' 45KVA 9 g° C5 CREW ` 35,000 SHELTER 225A 17,165 480V PSCS 208/120V 208/120V PANEL PANEL 10,000 PSC5-1 05-435 3,347 40, 10,000 2,205 TO 120/208V LOADS 10 T95' TAP BOX 14,415 3,910 POWER DISTRIBUTION ( POWER STAND l;4 ICI STAND DSC4 � LJ gO' 125A CB ( C 70A CB 12' 10' 12 225A 480V PSC4 35,000 13,428 10,000 30 10 13,983 3,308 35,000 TO 120/208V LOADS 7,744 18,483 C4 TAP BOX 11 45KVA 10,000 BY APPROVED DATE SYM W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 6 O 9 SHELTER 2,399 g' 400HZ CONVTR. 208/120V 208/120V 11 90 KVA PANEL PANEL 225A PSC4-1 05-434 480V PSC2-C3 ( 70A CB ( 100A CB 270' 20 75KVA DRAWING E526R. 12 1 p> 0 6 10' 16 40' 13 C2 CREW FEEDER SCHEDULE 9 J 5 45KVA 75KVA 10' C3 CREW 16 SHELTER 20' 208/120V 208/120V PANEL PANEL SHELTER 400HZ 208 120V 208 120V 208/120V CONVTR. / / 90KVA PANEL PANEL PANEL PSC2-1 05-432 05-430 10,000 145' 10,000 10,000 TYPE TYP. RATING VOLTS CONDUIT CONDUCTORS PER CONDUIT QTY SIZE PHASE NEUTRAL GND IG 10 200A 12,470 1 5" 3-4/0 (MV) #2 20 800A 480 2 4" 3-#600 #250 30 380A 480 1 3" 3-#500 #3 PSC3-1 05-433 1,279 3,450 3 ® 400A 480 1 4" 3-#600 #2 3 10,000 100' 10,000 75 5,073 10 60' 15 50 475 480 1 4" 3-#750 #2 260 5,071 10 1,683 0 7 179 - 3- 1 6 TO 120/208V LOADS 11 © 125 480 1 1 1/2 # # POWER DISTRIBUTION • POWER STAND 225A 35,000 70 175 480 1 2" 3-#2/0 #6 10,000 208/120V STAND DSC 1 Cl g7,068 ® 150 480 1 1-1 2" 3-# 1 /0 #6 2,925 PANEL 7,871 0 480V / ( ( ( PSC1 REVISION BY APPROVED DATE 05-438 Cl TAP BOX 70A CB 125A CB 7 90 150 208 1 1-1 /2" 3-# 1 /0 # 1 /0 #6 40' 10 60 208 1 1 " 3-#6 #6 #8 40' 6 14 112.5KVA 11 225 480 1 2" 3-#4/0 #4 10 12 10 10,0 00 12 70 480 1 1 " 3-#4 #8 VA ( 350A CB 0 7 882 Cl CREW 1 p, 9 175A CB 400HZ 4,802 2"C, 4#3/0, #6GND 13 100 480 1 1-1 /4" 3-#2 #8 SHELTER CONVTR. 14 30 BY MODULAR BLDG MFR. 90KVA 10,000 14 350 480 1 3" 3-#500 #500 #3 POWER STAND 10,000 12' 0 C2-C3 208/120V 2 999 208/120V 6,975 10,000 208/120V 0 208/120V 4,333 15 100 208 1 1-1 /2" PANEL PANEL PANEL PANEL 0 10,000 05-431 PSC1-1 4,503 > 05-lC4 05-2C4 R-405629 16 225 208 1 2-1/2" 3-#4/0 #4/0 #4 2,063 40 IN BLDG 05-429 IN BLDG 05-429 10 TO LOADS 8V ISSUE FOR CONSTRUCTION CE CASNEEngineering REM VAL 3545 FACTORIA BOULEVARD SE., SUITE 200 FE B R U A RY 08 2019 BELLEVUE, WA 98006 f (425) 522-1000 WWW.CASNE.COM JOB NO. 191-027 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE WA LU?, ACCEPTABILITY C08.18.15 SUBSTATION VC-1 ONE -LINE THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED RJJ 08.18.15 SHEET ® ENGINEER TITLE VED BY DEPT. DATE JEA 08.18.15 APRON C PARCEL 820 E4-VC-1 R E4�"tiCHECKED �� 35276 w� APPROVED APRON C JOB No. COMP NO. °� �SISTER� I W3441886 `SIONAL�� II APPROVED ELECTRICAL MASTER RENTON, WA DwG No. 05-APRONC-E4R 2 3 v Q rn Ld I U Z 0 Of a_ Q I Lo 0 v rn c_ 3 v I / 0 E N 0 0 CV 00 L O U c O a a a� O m J 0 0 CV 0 I i rn / Q U a� 0 L 0- U) w / E U O N v v / 0 0) cV PARTIAL LEGEND O SG STATIC GROUND WELL GROUND ROD, 30' COPPER STEEL II UNDERGROUND COPPER GROUND CABLE 5 Stalls 5 Stalls I — — CADWELD CONNECTION �� 5 Stalls Q I 30 Stalls + 2 ADA GROUNDING ELECTRODE PIGTAIL O _ M,, I TOTAL: 32 Stalls El I T1J s Z96 4 Stalls 5 Stalls 1 Stch II co NO BLDG 790 O OCDT iA OS 90909 ElZZ NOTES I� � I I O 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT I BEARING N4°48'53"W. a 3 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: ® �' (NP') AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH 9A E5 4 I THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY—FIVE FEET (7620 POWER DISTRIBUTION MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET RACK C7 2 \ BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR m� INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR 0 I ROOMS. w I I 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED w DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND C ' I RSTRMRSTRM THE SPECIFICATIONS. 1 I wlz 4 65.5' GROUP II TOFA (EXISTING) SYM REVISION BY APPROVED DATE SYM - APRON C CI PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 APRON C PLAN 20 10 0 10 20 40 SCALE: 1 " = 20' TAXIWAY A SCALE: 1:20 REVISION BY APPROVED DATE L-Aff"AiSFAV" rr- �4� of waste ltr�j 16 35276is w4 ONAL�����Q ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 'kROVED BY I DEPT. I DATE UNAWN UAIt I SUBTITLE C. ALLISON 07.15.15 11111112 .CONSTRUCTION NOTES AT EACH EXISTING AIRPLANE STATIC GROUND CONNECTION, FILL THE CAVITY WITH EPDXY AND PUT THE BRASS CAP BACK ON, ABANDON THE ASSOCIATED UNDERGROUND CONDUCTORS. SEE DETAIL 2 ON SHEET E526R. AT EACH EXISTING GROUND ROD, CUT THE ROD FLUSH AT GRADE LEVEL. ABANDON THE ASSOCIATED UNDERGROUND CONDUCTORS. AT GROUNDED EQUIPMENT, REMOVE THE GROUND CONNECTION BACK TO THE FIRST LOCATION AT WHICH IT GOES UNDERGROUND, THEN CUT IT FLUSH WITH THE SURFACE. O m m Il- co u") � r) N O m m I— co U") -�d- r7 N O N N N N N N U U U U U U U U U U U U U U U U U U U U U -- APRON „ CIPA AIR ORT TON MUN lk � RE � I— 0 RUNWAY APRON„„. — o RAN I �o D_ - RO "D" 5 20/ 1 a '0 AN vp cn 81 /E 12 H 9 Mmpi F PI 1 -80 _YLI El I � COMPLE PAR ING L01 6 �_405 Z _T_ KEY PLAN z SCALE: NONE ISSUE FOR CONSTRUCTION CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 FE B R U A RY 08 2019 BELLEVUE, WA 98006 f (425) 522-1000 WWW.CASNE.COM JOB NO. 191-027 GROUNDING PLAN - C6 & C7 CURRENT REVISION SYMBOL A DATE 02.08.19 SHEET APRON C PARCEL 820 E9AR E5_ APRON C JOB NO. COMP NO. W3441886 RENTON, WA DWG NO. 05—APRON—C—E9AR A B C D E F G H J K L ELECTRICAL MASTER Lf) O 0 Lu O m 00 N N I__ CD N N L0 -4- P7 N � N N N N N CD N 00 � cD � � P7 N O On APR N " 777 A ra AP OR_„B„`, o RE TON MUN -IPA AIRPORT m B o� Of o RU ?mc,4BLDG 790D T PRO „D„ Q 20/ 1 CD _ i Zt p AN E N ~ p 81/ 2 F � 0 . 0 1 -80 r �0-5)XG MPI cmu c ❑� H -pp ® COMPLE - J D v PAR I Q K o 00 \ 405 L w� i T w� w cr) 65.5' GROUP II TOFA (EXISTING) KEY PLAN SCALE: NONE SYM REVISION BY APPROVED DATE SYM - APRON C CI PROJECT W3441886 CASNE CEC 12.14.15 r - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 r A APRON C PARCEL 820 CASNE CEC 02.08.19 u -- Q O --—— — — — — -- -- --,------__—__— — — I ORANGE P — — 3 — AINT�STF�jp — — — a o 72 I o _ � F4 (TYP)` m I I 10E 5 230 o I I II I (TYP) 5 Stall I 5 Stalls I I 10G , 10 2, 4 3 "CI I / � 0 t + DA T A� : 2 s I II 4 Stalls 5 Stalls I 0 ° I 3/4"C, 2# 10, # 10G 3/4"C, 2# 10, # 10G + 3 0' (TYP) 3/4"C, 2# 10, # 10G I I 3/4"C, 2# 10, # 10G PHOTO -EYE & CONTACTOR STAND C7 DISTRIBUTION STAND C7 PANEL PSC7-1 - 101 E508-C7 PANEL PSC6-1 - PSC61-1 /8a,10b 1 "C, 4# 12, # 12G APRON C PLAN SCALE: 1 " = 20' 0 I'I APRON LIGHT BOEING STANDARD 1 /8" TEXT ASSEMBLY C7-1 � Q I Em 10E55 34"C 3 � /� T � C c6 3/4„C 20 CB 20 I uI I APRON LIGHT TEMP TEM RSTRMRST I II ASSEMBLY C7-2 I I I I ' E10 E5 (TYP) +16'-8" AFF (C7) LIGHTING CONTROLLER 10 E5 6(TYP) D � '0 DISTRIBUTION STAND C6 3/4"C, ,7 PORTABLE CB LI HT STAND 20 A �C-) 0092 (C6) LIGHTING o CONTROLLER U +14'-8" AFF APRON LIGHT ASSEMBLY C6-1 4 10 E5 TAXIWAY A f D I I I0 I I D I i i i � � V PORTABLE LIGHT STAND � 6 (TYP) 6-d I III Iy REVISION BY APPROVED DATE �4� OF WAs L�l� - "d� 35276 W� ISTER� 10NAL�1 Q REMOVAL UNAWN UAIL SUBTITLE ACCEPTABILITY C. ALLISON 07.15.15 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER TITLE 3I ROVED BY I DEPT. I DATE PARTIAL LEGEND 1-O LED, OUTDOOR RATED I-� LED, OUTDOOR RATED, SURFACE MOUNT, 208V, 1 �, WITH INTEGRAL PHOTOCELL • CONCRETE LIGHT POLE, 30' 1-0 LED, OUTDOOR, POLE MOUNT FIXTURE, 480V, 1 �, WITH INTEGRAL PHOTOCELL APRON LIGHT ASSEMBLY, 480V, 1 �, (5) FIXTURES PER POLE (AFF = DISTANCE TO BOTTOM OF LOWEST FIXTURE) UNDERGROUND CONDUIT C B 20 ENCLOSED CIRCUIT BREAKER, SIZE AS SHOWN. NEMA 4X *F❑m PORTABLE LIGHTS STAND GENERAL NOTES \ 2. 3. 4. 5. 6. 7. 8. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY—FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. ALL DIRECT BURIED CONDUIT SHALL BE SCHEDULE 80 CONDUIT. SWEEPS WHICH ENTER THE EARTH SHALL BE PVC COATED RIGID STEEL. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PAINTED RIGID GALVANIZED STEEL. PER THE SPECIFICATIONS LOW VOLTAGE. ALL POWER CONDUCTORS SHALL BE XHHW. CONSTRUCTION NOTES A DISCONNECT POWER FROM EXISTING LIGHT BASES AND LIGHTING POLES AND FIXTURES. RETURN THE BASES AND POLES TO BOEING. REMOVE CONDUCTORS FROM EXISTING UNDERGROUND CONDUITS SUPPLYING THE LIGHT BASES. TERMINATE THE STUB -UPS AS SHOWN ON DETAIL 3 ON DRAWING E526R, EXCEPT FOR THE STUB UP ON NOTE 3, BELOW. AT THE STUB -UP FOR THE PHOTO EYE AND CONTACTOR, LEAVE A STUB -UP 6" ABOVE GROUND WITH THE CONDUCTORS COILED. PROTECT THE CONDUIT STUB FROM T WATER INTRUSION. REMOVE LIGHTING CONTACTOR AND D ABOVE GROUND EQUIPMENT. Z 20 10 0 10 20 40 R-40563 1 SCALE: 1:20 ISSUE FOR CONSTRUCTION CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 F E B R UARY 08 2019 BELLEVUE, WA 98006 f 1 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 LIGHTING PLAN -NORTH PARCEL CURRENT REVISION SYMBOL A DATE 02.08.19 SHEET APRON C PARCEL 820 E10R E 6 APRON C JOB NO. COMP NO. ELECTRICAL MASTER W3441886 RENTON, WA DWG N0. 05-APRON-C-El0R Ln O Lu v 0 w I U Z O of tZ Q I 0 rn c 3 0 L I / O E (3) 0 O N 00 N U L 0 11 U c O a Q N O m J 0 0 N O I rn i U 0 L IL / Ld w / c E U O 1-11 0 0 / U- N N N rn N 65.5' GROUP II TOFA (EXISTING) SYM REVISION BY APPROVED DATE SYM - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 20 10 0 10 20 40 SCALE: 1:20 REVISION APRON C PLAN SCALE: 1 " = 20' BY I APPROVED I DATE L TAXIWAY A y�� of waste C) 116 35276is w� IONAL�����Q EQUIPMENT SCHEDULE NAME VOLTS HP FLA � 3A HWP-1 120 .5 3 GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR PARTIAL LEGEND ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED ❑J DISCONNECT SWITCH, NON -FUSED. AMPERAGE AS SHOWN. DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. ❑J ENCLOSED CIRCUIT BREAKER; BREAKER SIZE AS SHOWN 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND O JBOX PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. WP WEATHERPROOF 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 6. ALL BURIED CONDUIT NOT ENCASED IN CONCRETE SHALL BE PVC COATED RIGID. EXCEPTION: 400HZ CONDUIT SHALL BE RIGID ALUMINUM. D DEMOVAL W D DRAWN DATE SUBTITLE ACCEPTABILITY C. ALLISON 07.15.15 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER TITLE '. ROVED BY I DEPT. I DATE 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PVC COATED RIGID STEEL PER THE SPECIFICATIONS. 8. ALL POWER CONDUCTORS SHALL BE XHHW. 9. PROVIDE EXPLOSION PROOF SEALOFFS ON ALL CONDUITS A ENTERING OR EXITING THE EARTH. CONSTRUCTION NOTES REMOVE STRUT STAND AND RECEPTACLES, AND CAMERA CONTROLLERS, LEAVING ONLY THE CONDUIT STUB -UP. REMOVE CONDUCTORS FROM UNDERGROUND CONDUITS. PROVIDE PULL STRINGSIN THE CONDUITS. TERMINATE THE STUB -UPS AS SHOWN ON DETAIL 3 ON DRAWING E526R. REMOVE CONDUCTORS SUPPLYING TURNSTYLE ASSEMBLY, SO THAT IT MAY BE REMOVED BY OTHERS. PROVIDE PULL STRING IN THE CONDUIT. TERMINATE THE STUB -UPS AS SHOWN ON DETAIL 3 ON DRAWING E526R. ® REMOVE DISTRIBUTION STANDS C6 & C7, AND POWER STANDS C6 & C7. SALVAGE THE EQUIPMENT TO BOEING. COORDINATE WITH THE BOEING CONSTRUCTION MANAGER. REMOVE 120V OR 208V CONNECTIONS TO BATTERY CHARGERS (2 LOCATIONS), CREW SHELTERS (2 LOCATIONS), TOOL CABANAS (2 LOCATIONS), SHOWER HEAT TRACE, WATER HEATER CIRCULATION PUMP, VAULT HEAT TRACING (3 LOCATIONS), AND SHOWER HEAT TRACE. © REMOVE CONDUCTORS FROM UNDERGROUND CONDUIT. PROVIDE PULL STRINGS IN THE CONDUITS. TERMINATE THE STUB -UPS AS SHOWN ON DETAIL 3 ON DRAWING E526R. N N N N N N N N N N U U U U U U U U U U U U U U U U U U U U U - APRON „„ AV P al APRON ----- B TON MUN CIPA MR PORT -- RE N RUN- '� Z d p o RO »D» / 4 20/ � 1 � o ao 00 to qN AID 81/2 0-5 ff 0 1 -80 4, 6 r7 1 G -LJ COMPLE PAR I Q 00 z r'' R-405632=_ ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 208Y/120V POWER PLAN - C6 AND C7 APRON C PARCEL 820 n nnn� i n ELECTRICAL MASTER KEY PLAN z SCALE: NONE n C D E F G J K L CECA SNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CA SNE. COM JOB NO. 191- 027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET E60R E7_ APRON C JOB NO. COMP NO. W3441886 RENTON, WA DWG NO. 05-APRON-C-E60R a 0 w I U Z O a a I L O i W C 3 a 0 I 0 0 E a� 0 O N co N i O a- U 0 a a a� 0 m J O N O I i rn i Q U .21 a- U) w c E U O 0 4 65.5' GROUP II TOFA (EXISTING) SYM REVISION BY APPROVED DATE SYM - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 20 10 0 10 20 40 SCALE: 1:20 REVISION BY APRON C PLAN SCALE: 1 " = 20' APPROVED I DATE TAXIWAY A QL BOE/NG 0 c�— ✓,�4ti`� of waste ltr�j 16 35276 c�4 ois �,� S ONA�E'����,� 2 REMOVAL DRAWN DATE SUBTITLE ACCEPTABILITY C. ALLISON 07.15.15 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER TITLE 'kROVED BY I DEPT. I DATE 0 GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY—FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 6. ALL BURIED CONDUIT NOT ENCASED IN CONCRETE SHALL BE PVC COATED RIGID. EXCEPTION: 400HZ CONDUIT SHALL BE RIDIG ALUMINUM. 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PVC COATED RIGID STEAL. PER THE SPECIFICATIONS LOW VOLTAGE. 8. ALL POWER CONDUCTORS SHALL BE XHHW. 9. ALL CONDUITS ENTERING OR EXITING THE EARTH SHALL HAVE EXPLOSION PROOF SEALOFFS. 05—APRON—C—E4A .CONSTRUCTION NOTES REMOVE POWER STANDS AND DISTRIBUTION STANDS, LEAVING ONLY THE CONDUIT STUB —UPS. SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH THE BOEING CONSTRUCTION MANAGER. REMOVE CONDUCTORS FROM UNDERGROUND CONDUITS. PROVIDE PULL STRING IN THE CONDUITS. TERMINATE THE STUB —UPS AS SHOWN ON DETAIL 3 ON DRAWING E526R. REMOVE CONNECTION TO EXISTING WATER HEATER. ®REMOVE CONDUCTORS FROM UNDERGROUND CONDUITS. PROVIDE PULL STRING IN THE CONDUITS. TERMINATE THE STUB —UPS AS SHOWN ON DETAIL 3 ON DRAWING E526R. O m m r- GO Lo � rl-) N O m m r— CO Lo 'd- rl) N O N") N N N N N N N N N N - APR N "C" -14 TAXI A AR ORT Q _ RE TON MUN CIPA � Q z RU W = Ft1 CLI Q E - �o — A RON "D" co cj 20/ 1 a 'O AN - 81/ 2 0-5 - [ 1 -80 1 -18 —`� PARK MPI EX AVENUE N. I - COMPIL ' v' PARKING- LO 6Al� z co �_405 Z KEY PLAN z SCALE: NONE R-405633__] ISSUE FOR CONSTRUCTION CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 FE B R U A RY 08 2019 BELLEVUE, WA 98006 f 1 1 (425) 522-1000 WWW.CASNE.COM JOB NO. 191-027 480Y/277V POWER PLAN - C6 AND C7 CURRENT REVISION SYMBOL A DATE 02.08.19 SHEET APRON C PARCEL 820 E110R E8_ APRON C JOB NO. COMP NO. ELECTRICAL MASTER W3441886 RENTON, Wq DWG No. 05—APRON—C—El1OR A B C D E F G H J K L I wlz IL I 4 65.5' GROUP II TOFA (EXISTING) SYM REVISION BY APPROVED DATE SYM - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING-BOEING 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 REVISION TO HH—C10 IN MEDIAN - ED APRON C PLAN SCALE: 1 " = 20' BY I APPROVED DATE TAXIWAY A Q� BOE/NG CY- 7 j of waste llr�j 35276 ois ��10NAL�����Q TO OFFICE BLDG AT Cl �T PARTIAL LEGEND 0 JUNCTION BOX EDI CAMERA EDI PAN —TILT —ZOOM CAMERA PTZ — — UNDERGROUND CONDUIT El APRON LIGHT STAND GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY—FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. PROVIDE ALL SAW CUTTING, EXCAVATION, SHORING, BACKFILL AND SURFACE REPAIR PER CIVIL ENGINEERS SPECIFICATIONS. REFERENCE DRAWINGS 05—APRONC—E4A CONSTRUCTION NOTES A 1 REMOVE CAMERAS AND CAMERA CONTROLLERS. REMOVE DATA /FIBER OPTIC CONNECTIONS AT TWO EXISTING CREW SHELTERS. 20 10 0 10 20 40 SCALE: 1:20 REMOVAL DRAWN DATE SUBTITLE ACCEPTABILITY C. ALLISON 07.15.15 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER TITLE '. ROVED BY DEPT. I DATE REMOVE FIBER OPTIC CABLES, DATA CABLES, AND CONDUCTORS FROM UNDERGROUND CONDUITS. PROVIDE PULL STRINGS IN THE CONDUITS. TERMINATE' THE STUB —UPS AS SHOWN ON DETAIL 3 ON DRAWING E526R. O M W r- CO U-) r7 N O M W r- CD LO � 17 N O U U U U U U U U U U U U U U U U U U U U U N „ - Q AP ON 7 TON MON PA IPA, IPORT RE aRUNWAX APRON � Z r -- Z of � �.` APRON "D' 5 420/ 1 �Q. AA vp d 81/ 2 0 - 1 -80 0-5 - i 1 - -18 = AR AVENUE N. - i [COMPLE PARKING " .- L' L01 6 R-405634 co Z I ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 PARTIAL DATA AND SECURITY PLAN APRON C PARCEL 820 nnnn�i n ELECTRICAL MASTER KEY PLAN z SCALE: NONE CECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET E360R E9_ APRON C JOB NO. COMP NO. W3441886 RENTON, WA DWG NO. 05—APRON—C—E36OR A B C D E F G HI J K LI ................... .................................................. N 4" COMM SPARE / 4 Q a 4 4 d a ad 4a I d 4 I 5"C. SPARE a ° 4„d NON—METALLIC SPACER (TYP) d I ii 4 C FIBER REBAR 18" SPACING 5 c ( ) 4 4"C. FIBER 5 C. MV NONMETALLIC LEVELING BAR / 30" #4/0 BARE CU GROUND REINFORCED DUCT BANK —MEDIAN SCALE: 1-1 /2"=1 ' —O" #6 REBAR (TYP) E4A,E4Bj E500 a a a a a a a a a a CL z . 4 d a a a d a 5" C. SPARE a d. I 4 4"C. COMM SPARE I 4 4 d 4"C, SPARE a 4>> 4>> dl 4 II I� W ll FIBER REBAR 18 NG) 4" �a o 4" 4"C, FIBER ada � 4"C, 4 / I' NONMETALLIC LEVELING BAR 36" 5"C. MV #4/0 BARE CU GROUND ---/ REINFORCED DUCT BANK —APRON SCALE: 1-1 /2"=1 ' —0" 4A1 E50OR a a -------------------------- dffl OC Cl 7 z o 0 LO w I U Z O 4" SPARF LEGEND a a _W7( N GENERAL NOTES 1. ALL 5" CONDUITS ARE FOR MEDIUM VOLTAGE CIRCUITS. �, • d Q a 4" COMM SPARE 2. USE SCHEDULE 40 PVC CONDUIT FOR CONCRETE a 4 d O a 4 d l Id a a a I ENCASED DUCT BANKS. d 4 4 Q 1 Od G d d 3. PROVIDE PULL CORDS IN ALL CONDUITS. SPACE FOR SMALL CONDUIT 4„ d I� a d d NON—METALLIC 4. SEE CIVIL AND STRUCTURAL PLANS FOR DETAILED I d SPACER (TYP) CONSTRUCTION REQUIREMENTS. 4 v 4 O I FIBER REBAR (18" SPACIN 4" 4" 4" Ida 4"C, FIBER • REFERENCE DRAWINGS: 05—APRON—C—E4A PARTIAL SITE PLANS NONMETALLIC LEVELING BAR 05—APRON—C—E4B PARTIAL SITE PLAN 36" 05—APRON—C—SXXX STRUCTURAL DETAILS #4/0 BARE CU GROUND __z \— #6 REBAR (TYP) RE NFORCED DUCT BANK —MAN NORTH —SOUTH AREA E SCALE: 1-1 /2"=1 '-0" 1 1 1 LE5do LO Q d / r r r r r r r r r r r r r r r r r r r *4V� 3 d a a 4 a 4 Q Q CONSTRUCTION NOTES (2) 4„ COMM I a d a I a °a4 a I REMOVE THE 480V CONDUCTORS BETWEEN SUBSTATION 4I >> I a 5 ° a I VC-1/BREAKER 9 AND DISTRIBUTION RACK C7. 5 C. SPARE a 4 a I °I 4» 4>> L PROVIDE PULL STRING IN THE CONDUITS. a I° 5 C. SPARE a d d I d >> d NON—METALLIC d e ° d �d NON—METALLIC IL 5 (TYP) I SPACER (TYP) FIBER REBAR (18" SPACING) a a � 4" � SPACER TYP 5» ° #4 REBAR (18 SPACING) 1 I „ 4 4 C. FIBER „ � a 5 C. MV a D D L 5"C. MV .� o � 0 NONMETALLIC LEVELING BAR 0 30 NONMETALLIC LEVELING BAR 36„ EBAR (TYP) I ...... ...... '' IL\ #4/0 BARE CU GROUND #6 REBAR (TYP) 4"C. 48 /� #4/0 BARE CU GROUND O IL V) REINFORCED DUCT BANK C7 TO SUB VC-1 c REINFORCED DUCT BANK —TO C6 C7 w 4A E5 OR „ „ 4A[E5dOR c SCALE: 1-1 /2 =1 —0 SCALE: 1-1 /2 =1 —0 V O a R-405635 0 ISSUE FOR CONSTRUCTION CASNEEngineering CE REM VAL 3545 FACTORIA BOULEVARD SE., SUITE 200 FE B R UARY 08 2019 BELLEVUE, WA 98006 7 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL p DATE 02 08.19 � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE was�llr� ACCEPTABILITY CASNE 08.20.15 //�\ - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 �� � THIS DESIGN AND/OR CHECKED ELECTRICAL DETAILS -DUCT BANKS SPECIFICATION IS APPROVED CEC 08.20.15 SHEET 12 ® _ ENGINEER TITLE APRON C PARCEL 820 E50OR E10 - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 P VED BY DEPT. DATE JEA 08.20.15 A APRON C PARCEL 820 CASNE CEC 02.08.19 1 CHECKED °� 35276 w� APPROVED APRON C JOB NO. COMP NO. �SSis T � II W3441886 jONAL �1 �I APPROVED ELECTRICAL MASTER YARD RENTON, WA DWG NO. 05—APRON—C—E50OR N Ln O 0 Lu F_ N rn r 04 5"C-3#4/0 MV-105, #2G (TO VAULT MH-133) 5" SPARE FTT1 FTT1 0i:o iTl1 IIIIIIII LLLJ LLLJ PSE CKT#24 5"C-3#4/0 MV-105, #213 (TO VAULT MH-Cl) 5" SPARE (I 0 (�Z 0 — — � F—I —1 —1 xz 30'x3/4" GROUND ROD-/ CK FTT1 FTT IIIIIII F I I 1 0I _( LLLJ LPL OLDCASTLE 577-LA N 5"C-3#4/0 MV-105, #2G (FROM VAULT P131) 5" SPARE EXISTING MANHOLE MH-B4 BUTTERFLY SYM REVISION - APRON C Cl PROJECT - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES A APRON C PARCEL 820 BY APPROVED DATE SYM W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 FTT1 (2" 0 FTT1 I I I I (�� (�J I I I I IIII IIII LLlI Q, L _LI C 00 F__1-1-1 --1 �I—I- 5" SPARE � PSE CKT #24 5"C-3#4/0 MV-105, #2G (FROM NEXT VAULT TO SOUTH) 30'x3/4" GROUND ROD--// 00 FIT] [TT1 (� (� L l l 1 (�� (0 L l l 1 OLDCASTLE 577-LA MANHOLE MH-Cl THRU MH-05 BUTTERFLY 4BI E501 E4A,E4BI E501 REVISION BY I APPROVED I DATE i �BOE/NG'- pF WAS i k SIONAL�����Q �2 PSE CKT 24 5"C-3#4 0 MV-105, #2G (TO NEXT C VAULT TO NORTH)) 5" SPARE LEGEND GENERAL NOTES 1. OVERALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBSTITUTIONS MUST BE APPROVED BY BOEING ENGINEERING 2. ALL CONDUIIT ENTRIES AND PENETRATIONS SHALL BE GROUTED PER MANUFACTURER'S REQUIREMENTS TO BE WATERPROOF. 3, CONTRACTOR SHALL SWITCH FROM PVC TO PVC COATED RIGID FOR ALL CONDUIT ENTRIES INTO VAULTS. REFERENCE DRAWINGS: 05-APRONC-E4-VC-1 SUBSTATION VC-1 ONE -LINE 05-APRONC-E4A PARTIAL SITE PLAN - POWER DISTRIBUTION 05-APRONC-E4B PARTIAL SITE PLAN - POWER DISTRIBUTION 05-APRONC-E111 480/277V POWER DISTRIBUTION 05-APRONC-E110 480/277V POWER DISTRIBUTION CONSTRUCTION NOTES ISSUE FOR CONSTRUCTION REMOVAL FEBRUARY 08, 2019 DRAWN DATE SUBTITLE ACCEPTABILITY CASNE 08.20.15 THIS DESIGN AND/OR CHECKED ELECTRICAL DETAILS - MANHOLE BUTTERFLIES SPECIFICATION IS APPROVED CEC 08.20.15 ENGINEER TITLE APRON C PARCEL 820 ROVED BY DEPT. I DATE JEA 08.20.15 ELECTRICAL MASTER APRON C YARD REMOVE THE 480V CONDUCTORS BETWEEN SUBSTATION VC-1/13REAKER 9 AND DISTRIBUTION RACK C6. R-405636 fE"CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 E501 R Ell W3441886 __[COMP NO. 05-APRON-C-E501R SHEET JOB NO. RENTON, WA DWG N0. 4"C-3#750, #2G - 480V (VC-1/4 TO DISTR. STAND C3) 4" SPARE (TO DISTR. STAND C2) 4" SPARE (TO DISTR. STAND Cl) 4" SPARE (TO DISTR. STAND Cl) 30'x3/4" Grcuulvu muu 3"C-3#500, #213 - 480V (FROM SUB VC-1 /` 4"C-3#750, #2G - 4 (FROM SUB VC-1/4) 4"C-SPARE (FROM SUB VC-1) 4"C-SPARE (FROM SUB VC-1) r—I—I—F-, �I-I-ram F__I-1-1--1 �-1-I-I� 7� (2 0 (12 (l) F__I -1 -1 30'x3/4" GROUND RC 4"C-3#750, #2G (VC-1/4 TO MH-9) 3"C-3#500, #2G - 480V (VC-1/5 TO DIST. STAND MANHOLE MH—C8 BUTTERFLY FTTI (D C� FTTI I F I �% I I I I IIII EffI (D (��1 LlLJ STLE 577-LA -SPARE MH-C9) 4"C-SPARE (TO MH-C9) 1 E4A LE5d2 0 OLDCASTLE 577-LA -I -I --i �I -I CY0 F__1 -1 -1 --1 1-1- J I_id _10 FTTI FTTI I L L i (� ( L I I I I_I 1 1 1 1 1 1 L I I I (D- C� L I I I MANHOLE MH—C9 BUTTERFLY r SYM REVISION BY APPROVED DATE — APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 '? — RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 y A APRON C PARCEL 820 CASNE CEC 02.08.19 SYM 4AIE502 REVISION 4" SPARE (TO DISTRIBUTION STAND C6) FTTI 0 0 FTTO-f (o o IIII IIIdC� ELLJ (� (��1 L i9 CY0 ( C (I­yx 4" SPARE FROM MH-6 J 4"C- 4"C-3#750, #2G - 480V (VC-1/4 FROM MH-C8) 4" SPARE (FROM MH-C8) 4" SPARE (FROM MH-C8) 4" SPARE (FROM MH-C8) BY APPROVED DATE 30'x3/4" GROUND ROD FTTI FTTI I-L L i (� ( L I I I I I I I I I L I I I (� (�� LIII MANHOLE MH—C10 BUTTERFLY Q�BOE/NGm a'— y�� of waste l�� �16 * 3(Lim G 5 6�GIST �� ER� _ BSI ONAL ;� OLDCASTLE 577-LA O N LEGEND GENERAL NOTES 1. OVERALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBSTITUTIONS MUST BE APPROVED BY BOEING ENGINEERING 2. ALL CONDUIIT ENTRIES AND PENETRATIONS SHALL BE GROUTED PER MANUFACTURER'S REQUIREMENTS TO BE WATERPROOF. 3. CONTRACTOR SHALL SWITCH FROM PVC TO PVC COATED RIGID FOR ALL CONDUIT ENTRIES INTO VAULTS. REFERENCE DRAWINGS: 05-APRONC-E4-VC-1 SUBSTATION VC-1 ONE -LINE 05-APRONC-E4A PARTIAL SITE PLAN -POWER DISTRIBUTION 05-APRONC-E4B PARTIAL SITE PLAN -POWER DISTRIBUTION 05-APRONC-E111 480/277V POWER DISTRIBUTION 05-APRONC-E110 480/277V POWER DISTRIBUTION A CONSTRUCTION NOTES REMOVE THE 480V CONDUCTORS BETWEEN SUBSTATION VC-1/9 AND DISTRIBUTION RACK C6. ISSUE FOR CONSTRUCTION REMOVAL FEBRUARY 081 2019 DRAWN DATE SUBTITLE ACCEPTABILITY CASNE 08.20.15 ELECTRICAL DETAILS -MANHOLE BUTTERFLIES THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED CEC 08.20.15 ENGINEER TITLE APRON C PARCEL 820 ;%OVED BY DEPT. I DATE JEA 08.20.15 BUILDING 40-51 R-405637 LrCASNEEngineefing 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET JOB NO. E502R E12 COMP N0. W3441886 05-APRON-C-E502R ELECTRICAL MASTER YARD RENTON, NIq Dwc No. a 00 0 Lo w I U Z 0 Q I 0 �3 v 0 I 0 E 0 O N 00 U v U c 0 a Q O m J 0 0 N O I i i U 0 w c m U O U v v ry 0 co N 8x8 W REWAY NONE-FUSEDNEMA , CS 30A[_NON-FUSED, NEMA 4D1 CS 200A, ENCLOSED EDMA 4X CIRCUIT NEMA 4X IS 60A8x8 W REWAY LNON-FUSED, NEMA 4D1 CS NONE-FUSEDNEMA , CS 30" LEGEND • BREAKER 0 1• 4" CONDUIT BODY Ir . r z ENCLOSED CIRCUIT BREAKER NEMA 4X IS 100 (SIZE AS NOTED) 200A 200A 200A ENCL ENCL ENCL 480V TAP BOX EQUIPMENT DISCONNECT BRKR O O BRKR BRKR O O GROUND NEMA 4X IS 0 0 120V, 20A DUPLEX (TYP) 0 0 120V, 20A DUPLEX (TYP) BONDING PLUG 60 (SIZE AS NOTED) 480V TAP BOX i 60A 60A 30A 30A 60A 60A 30A 30A O O 120V, 20A, XP RECEPTACLE O O 120V, 20A, XP RECEPTACLE �' �" '°" '°" PART � CP5152 PART � CPS152 NEMA 4X 480V PANELBOARD IS ENCLOSURE • z°� 225A, 3�, 4W, 30 CIRCUIT �°°" v 2 CU GND XP CONDUIT SEAL OFF - ALUMINUM ALUMINUM - XP CONDUIT SEAL OFF BACKPLANE CLASS 1, DIV 2 BACKPLANE ----------------------- - BOUNDARY 0 MARATHON GENERAL NOTES BLOCK MARATHON ALL DISTRIBUTION CENTER EQUIPMENT SHALL BE NEMA 1353708 00 00 00 00 00 00 00 00 BLOCK TYPE 3R EXCEPT AS NOTED. C2 C3 POWER ISLAND - SOUTH ELEVATION 1 C2 C3 POWER ISLAND - NORTH ELEVATION 2 (PHASE) 1451586 SCALE: 1 /2"=1'-0" E60,E61,E110,E111 E508 SCALE: 1 /2"=1'-0" E60,E61,E110,E111 E508 00000000 (GROUND) ALL CONDUITS PASSING THROUGH HAZARDOUS A B C G LOCATIONS TO HAVE SEAL OFFS INSTALLED NO LESS THAN 18" ABOVE GRADE. NON-CONDUCTIVE 400A, 480V, 30 2"C, 3#3/0, #6G BACK PLANE CIRCUIT a CD 4" CONDUIT c',l TAP BOX o CROUSE-HINDS BUSHING (TYP) 2 CD PART #ARL2042 CN E508 0 CD N 3 200A 200A 60A 30A 60A 30A \ 4" RGS E508 225A) 1 "C, 34,8G ALUMINUM (TYP) - CDSERIES1 C, 3#4, #8G / DRAIN PLUG a CD Q CROUSE-HINDS Lxj CD ALUMINUM CROUSE-HINDS Q PART #AR642 TAP BOX- STRUT SUPPORT 480V PANELBOARD PARTAR642 a 48 OV TAP B O X- DETAIL 3 BEFERENCE DRAWINGS 225A, 30, 4W, 30 CIRCUIT o `o a SCALE: 1 "=1'-0" E508 05-APRON-C-E60 GROUSE -HINDS � CROUSE-HINDS CD �� PART �AR342 200A, NEMA 4X IS 05-APRON-C-E61 � ENCLOSED CIRCUIT 05-APRON-C-El10 PART AR342 D o BREAKER NEMA 4X IS 30A, NEMA 4X IS 3OA, NEMA 4X IS 05-APRON-C-El (� o `1r' 8x8 WIREWAY NON -FUSED DISC NON -FUSED DISC 200A 60A 60A 30A 30A E508 `�' 3/4"C, 3 10, # 10G � 3/4"C, 3�10, �10G NEMA 4X IS 4" CONDUIT BODY A C2ZC3 POWER ISLAND - ENLARGED PLAN 4 PANELBOARD SCALE: 1 /2"=1'-0" E60,E61,E110,E111 E508 C 2 C 3 POWERISLAND - O N E L I N E DIAGRAM 5 ENCCL ENCL 0 0 120V 20A DUPLEX TYP BRKR BRKR O O (TYP) SCALE: 1/2"=1'-0" E508 480V TAP BOX-.--- 60A 60A 30A 30A am W, M, ou O O 1-120V, 20A, XP RECEPTACLE A 400A, 480V, 30 PART #CPS152 CIRCUIT 1-1 /2"C, 3#1, #6Gw 0 OIL 480V PANELBOARD 200A, NEMA 4X IS NEMA 4X IS 30A, NEMA 4X IS 30A, NEMA 4X IS �� XP SEAL OFF- ALUMINUM 150A, 30, 4W, 24 CIRCUIT ENCLOSED CIRCUIT 8x8 WIREWAY FNON-FUSED DISC NON -FUSED DISC TAP BOX i 400HZ CONVERTER BACKPLANE BREAKERI F I 125A (POWER ISLAND C4 ONLY) _ ______________________ _ _CLASS 1, DIV 2 BOUNDARY CONSTRUCTION NOTES 00 200A REMOVE POWER STANDS C6 & C7. SALVAGE I I � 2"C, 3�/0, #8G ALL EQUIPMENT TO BOEING. COORDINATE WITH 150A) 1 "C, 34,8G 1 THE BOEING CONSTRUCTION MANAGER. I ENCL I ENCCL O 0 120V, 20A DUPLEX (TYP) 480V TAP BOX i I BRKR I BRKR O O I C 5 POWER STAND ELEVATION 6 I 60A 60A 30A 30A �� O O 120V, 20A, XP RECEPTACLE 60A CROUSE-HINDS SCALE: 1/2"=1'-0" E508 I PART #CPS152 I �� PART AR642 I I 60A 400A, 480V, 30 XP SEAL OFF - I I ALUMINUM I 0 - CIRCUIT 2"C, 3#3/0, #6G I I BACKPLANE CLASS 1, DIV 2 30A CROUSE-HINDS -- - ------- I >------------------ -- PART AR342 BOUNDARY TAP BOX-1 GROUSE -HINDS 0 I I- POWER ISLAND L 30A 200A PART #ARL2042 I i C4 ONLY NEMA 4X IS 3/4"C, 3#10, #10G �� CROUSE-HINDS PANELBOARD 200A PART #ARL2042 C 1 C 4 POWERISLAND - ELEVATION 7 - 150A SCALE: 12"-) 1 "C, 3#4, #8G 1 ' -0" E508 C 1, C 4 POWER ISLAND ONE N E DIAGRAM g � / SCALE: 1 /2 =1 -0 E508 60A f CROUSE-HINDS PART #AR642 J� BATTERY CHARGER E508 480V PANELBOARD 3 1 60A � E� 150A, 30, 4W, 24 CIRCUIT POWER ISLAND E508 C4 ONLY ALUMINUM � ALUMINUM 30A GROUSE -HINDS SSTRUT UPPORT STRUT SUPPORT o PART AR342 480V - - 480V L 30A TAP BOX- TAP BOX- 480V PANELBOARD NEMA 4X IS 150A, 30, 4W, 24 CIRCUIT PANELBOARD 3/4"C, 3#10, #10G I 1 I 125A I 200 60 0 60 o 200 200 60 o '65 0 o C 5 ,� P 0 W E R ISLAND - O E I E DIAGRAM 11 - - - J 7 6 SCALE: 1/2"=1'-0" E508 E5081 E508 FI-405638 C1 C4 POWER ISLAND - ENLARGED PLAN g C5 , POWER STAND - ENLARGED PLAN 10 SCALE: 1/2"=1'-0" E60,E61,E110,E111 E508 SCALE: 1/2"=1'-0" E60,E61,E110,E111 E508 ISSUE FOR CONSTRUCTION CE CASNEEngineering REMOVAL3545 FACTORIA BOULEVARD SE., SUITE 200 FE B RUARY 08 2019 BELLEVUE, WA 98006 f (425) 522-1000 WWW.CASNE.COM JOB NO. 191-027 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL A DATE 02.08.19 _ c,�4� wastr�� THIS DESIGN BND R CASNE 01.20.16 ELECTRICAL DETAILS -POWER DISTRIBUTION _ APRON C CI PROJECT W3441886 CASNE CEC 12.14.15 CHECKED STANDS & RECEPTACLE ISLANDS SPECIFICATION IS APPROVED SHEET RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ""A ,�� ® ENGINEER TITLE APRON C PARCEL 820 E508R E13 P OVED BY DEPT. DATE DAT 01.20.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED "d� 35276 w� APRON C JOB NO. COMP NO. 0. ��IST �'^ APPROVED W3441886 'ONAL �� Y�I APPROVED ELECTRICAL MASTER RENTON, WA Dwc No.7 05-APRON-C-E508R 2 3 U I 00 0 Ln w I U Z O ry Q I ui 0 1-1 co .3 0 0 I 0 0 0 N 00 N U L n U 0 L a Q 0 0 m J O 0 r` N 0 I i 0 i U V) W V c E U O 0 0 XF SE D STR BUT ON STAND DSC6 — ENLARGED PLAN VIEW SCALE: 1"=1'-0" E10,E60,E61,E110,E111 E508—C6 7-7,77 1 14" r SYM REVISION - APRON C Cl PROJECT - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES A APRON C PARCEL 820 D STR BUT ON STAND DSC6 SCALE: 1 "=1'—O" BY APPROVED DATE SYM W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 REVISION SEE 120/208V PLANS E L EVAT 0 N 508—C BY I APPROVED I DATE Q� BOE/NG` c-- NEMA 4X ENCLOSUF MARATHOf BLOCK 1453282 (PHASE) CONDUIT BUSHING (TYF 4" RGS ALUMINU 4"C, 3#750, TAP BOX C2 LEGEND a ENCLOSED CIRCUIT BREAKER (SIZED AS SHOWN) 1ODA GENERAL NOTES iND ING LUG 1. ALL DISTRIBUTION CENTER EQUIPMENT SHALL BE NEMA TYPE 3R EXCEPT AS NOTED. {LLED ON Z 4.5" OFF 3ACKPLANE MARATHON BLOCK 1451282 (GROUND) MARATHON BLOCK 135X702 HINDS s DRAIN HLUG 480V TAP BOX - DETAIL r3� SCALE: 1-1/2"=1'-0" 508-C 400AT /7 3/4"C, 3#6, #8 GND 45KVA TRANFORMER 480: 208/ 120V 2"C, 4#1/0, #6 GND 150A 208/120V MCB Im 1 "C, 3#6, #10G —� EYEWASH WATER HEATER 5OA 3/4"C, 3# 10, # 10G --� STALL LIGHTS 20A DSTRBUTON STAND — DSC6 — ONELNE 4 SCALE: NONE 508—C REMOVAL DRAWN DATE SUBTITLE 4`S of WAS L� ACCEPTABILITY B.ARZADON 01.22.15 C) �`� G, �� THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED C. CLUTE 01.22.25 1(a ENGINEER TITLE K_*PkgOVED BY DEPT. DATE J.ARCHBOLD 01.22.15 35276 w� APPROVED o�� IOIVALR1�I APPROVED 2 ELECTRICAL MASTER REFERENCE DRAWINGS A) (A CONSTRUCTION NOTES REMOVE DISTRIBUTION STAND DSC6. SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH THE BOEING CONSTRUCTION MANAGER. ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 POWER STAND PSC6 DETAILS R-405639 CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET APRON C PARCEL 820 E508-C6R E14 APRON C JOB NO. COMP NO. W3441886 RENTON, WA DWG N0. 05—APRON—C—E508—C6R U 00 0 Lo W U Z 0 Q 0 XF SE D STR BUT ON STAND DSC7 - ENLARGED PLAN V EW SCALE: 1"=1'—O" E10,E11,E60,E61,E110,E111 E508—C7 1 14" �7 D STR BUT ON STAND DSC7 SCALE: 1 "=1'—O" REVISION BY APPROVED DATE SYM APRON B REACTIVATION - RECORD DRAWING 1131966 HGI ROG 12.13.13 RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 APRON C PARCEL 820 CASNE CEC 02.08.19 SEE 120/208V PLANS E LEVAT ON REVISION 508—C BY I APPROVED DATE zn" NEMA 4X SS ENCL( MARATHOI BLOCK 1353708 (PHASE) 4" CONDI BUSHING GROUND BONDING PLUG MARATHON BLOCK 1451586 (GROUND)CD NON—CONDUCTIVE BACK PLANE 4" RGS CROUSE—HINDS ALUMINUM (TYP) CD SERIES A DRAIN PLUG 480V TAP BOX - DETA L SCALE: 1 "=1'—O" 400AT 1 4"C, 3#750, TAP BOX C2 70A 3/4"C, 3#6, #8 GND iL 45KVA TRANFORMER ry 480: 208/ 120V 2"C, 4#1/0, #6 GND D STR BUT ON STAND SCALE: NONE of 11A.3 lU�j .v� 35276 w� oIST �� sIONAL���1�Q n2 150A 208/120V MCB DSC7 508—C d 3/4"C, 3# 10, # 10G --� PARKING LOT LIGHTS ?OA 3/4"C, 3# 10, # 10G —� STALL LIGHTING 20A ONELNE REMOVAL ACCEPTABILITY IJ.BAILEY THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED P.TSCHERNEGA ENGINEER 'ROVED BY DEPT. DATE T.SAVINO CHECKED J.HOUSEL APPROVED R.GWINN a,1L SUBTITLE 06.22.12 08.17.12 TITLE 08.17.12 08.14.12 08.17.12 508—C LEGEND a ENCLOSED CIRCUIT BREAKER (SIZED AS SHOWN) 100A GENERAL NOTES 1. ALL DISTRIBUTION CENTER EQUIPMENT SHALL BE NEMA TYPE 3R EXCEPT AS NOTED. REFERENCE DRAWINGS CONSTRUCTION NOTES ISSUE FOR CONSTRUCTION F E B RUARY 08, 2019 POWER STAND PSC7 DETAILS REMOVE DISTRIBUTION STAND DSC7. SALVAGE ALL EQUIPMENT TO BOEING. COORDINATE WITH THE BOEING CONSTRUCTION MANAGER. R-405640 CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET APRON C PARCEL 820 E508-C7R E15 APRON C JOB NO. COMP NO. W3441886 RENTON, WA DWG N0. 05—APRON—C—E508—C7R ELECTRICAL MASTER a 0 ul w I U Z 0 a I u 0 3 v 0 I 0 E 0 0 N co U a CL 0 c 0 a Q O m J 0 0 N 0 I i U 0 CL U) w U) ;_ U O (31 a 04 — G �------- _ - - - G - - LEGEND — _G—_ PEDESTAL MOUNTED PEDESTAL — — X _ _ _ G — — — +60" +60" I BADGE READER 1 _ _ — GE READER G _ _ — — G — ►I DATA DROP/BADGE READER TURNSTILE l 1 X _ i +18 G_-- ® OPERATOR + 172------„-----�_ —T _ N❑ PEDESTAL MOUNTED DATA DROP/BADGE READER XTURSTILE I _96G — — TROLLER I G I 1 "PVC, C.O. _ E E y 120V, 10 MOTOR ,,, G _+-42— I — x x x—fix (2)1 "C.O. � _ __ -- — X o x _ G—_— G __-- E 0� CAMERA Y T Y 1 C.O. ADA DOOR r E-- - -- ----- x I GENERAL NOTES I 1 ` -- -- -- -- — —------- OPERATOR �� _ _ E — — — — 1 0 1 1 1 "C.O. 'J" 72 — — — — E 3/4" LOOP CONDUIT #4/0 1 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL _x_x 1 I I ()1 "C.0 (2) "C.O. e o (2)1 C. o (2) "C.O. — — — —f--- i 1--- AND PERPENDICULAR TO EAST BOEING LEASE LINE AT f 1 1 f 1 BEARING N4°48'53"W. Il-----------------------------11 `--------— — — — — — — — — — — — -- --------— I I I I I I 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: ---------- ---------------- l — — — — 1 co I GROUND 1 I GROUND I AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH -- 05-430/3B i LOOP 4 400PI�-- 1 i �'--fT �! LOOP i THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK 3/4"C, 2#10, #10G I PEDESTAL MOUNTED I I I I I I II 1 OPENINGS ARE A MINIMUM OF TWENTY—FIVE FEET (7620 I BADG READER — � TO BUILDING I I I I I I I MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET < < I I BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR — 45-430 _ _ _ INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR 1 "PVC, C.O. I I I ROOMS. TURNSTILE SLIDING ENLARGED P A 760 PARCEL GATEII I 3/4" LOOP CONDUIT #4/0 1 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED SCALE: 1 " = 2' E61 E510 I I I DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND 1 I THE SPECIFICATIONS. I I (2) 3/4" LOOP CONDUIT #4/0 1 / A +18" I 1 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND BADGE BADGE I I PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO READER 1 READER 1 PEDESTAL MOUNTED PHOTO EYE + I I I MOBILIZING. + BADGE READER I I 1 0" +6 i X 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE 1/2" PHOTO EYE FOR ALL AREA'S IN BORE OR TRENCH PATH. TURNSTILE TURNS LE ADA DOOR / z 1 72 x CONDUIT 6. ALL DIRECT BURIED CONDUIT SHALL BE SHEDULE 80 CONTROLLER 1 OPERAT OPERATOR + I OPERATOR CONDUIT. SWEEPS WHICH ENTER THE EARTH SHALL BE x x X x x A,GATE x PVC COATED RIGID STEEL. x 1 S (2)1 "C.O. (2)1 "C.O. T I 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID —� 172„ X 1/2" PHOTO EYE ALUMINUM OR PAINTED RIGID GALVANIZED STEEL. PER L 2 1 "C.O. �1 "C.O. _I I I I CONDUIT THE SPECIFICATIONS. 1 " PVC, C.O. P�l I PHOTO EYE 1 X 1 I 1 8. ALL POWER CONDUCTORS SHALL BE XHHW. +18 1 "PVC, C.O. I 1 i 1 "PVC, C.O. 9. PROVIDE EXPLOSION PROOF SEAL —OFFS ON ALL CONDUIT (2)1 "PVC, C.O. II 1 I I ----------------�1 ---------------1— -- X 1 I I I PVC, C.O. THROUGH THE ENTERING OR EHAZARDOUS AREA.XITING THE EARTH IN, OR PASSING PSC7-1 /8a I 1 1 PEDESTAL MOUNTED I 1 1 I 10. ALL CONDUCTORS INSTALLED OUTDOORS SHALL BE 34"C, 2#12, #12 GND BADGE READER X 1 I j 1 XHHW. 1 1 1 1 "C. 2#12, X , I #12G REFERENCE DRAWINGS ENLARGED TUR ST �E PLAN 820 PARCEL 3 11 I , A SCALE: 1 " = 2' E360 E510 X ; I 1 1 CONSTRUCTION NOTES I 1 1 I x I I I AT THE PARCEL 820 TURNSTILE, DISCONNECT THE LIGHT POLE II 1 I TURNSTILE CONTROL CABINET AND ALL BADGE READER (BY OTHERS) I j EQUIPMENT, AND RETURN THE EQUIPMENT TO BOEING. SURFACE X ARMORED MOUNTED PHOTO EYE I I 1 TURNSTILE OPERATORS AND AUTO DOOR OPERATOR LOOP DOOR CONTACT 1 I 1 I 120V POWER (BY OTHERS) +18" 1 q (BY OTHERS) JUNCTION BOX X 1 11 I I 1 ' ONDUIT X 1 1 PEDASTAL MOUNTED I 1 BADGE READER I I 1 0 72" 1 +42" I j FIELD � — I I 1 " C.O. VERIFY ADA DOOR 1 I 1 "PVC, C.O. LOCATION +42" OPERATO — 1 I (3)1 "PVC, C.O. I r I I I I I 1 (2)1" C.O. I 11 I I 1 "PVC, C.O. 1 1 1 3'x3' ❑-------� HOFFMAN II ENCLOSURE II TURNSTILE CONTROLLER 1 " II ELECTRIC I TO DATA CA I ET II STRIKE II PNL 05-430/5c PNL 05-430/11c 1 11 11 3/4"C, 2# 12, # 12G 3/4"C, 2# 12, # 12G J -------- I 1 II II I I I I II II II II II II I II TO CARD READERS 11 A CONCRETE MANUFACTURER D ETA I E 2 1k y. L(L — ON UNSECURE SIDE-----------�� RECOMMENDED (102"X72"X4") = E6E5 1 10 TO POWER ----------------------- SCALE: 1" 2'-405641 SOURCE TURNSTILE ELEVATION VIEW 76 ARCEL 4 ISSUE FOR CONSTRUCTION CECASNEEngineering 545 FACTORIA BOULEVARD SE, SUITREMOVAL E 200 SCALE: NTS XXE510 FEBRUARY 08 2019 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL A DATE 02.08.19 t�4w° WAS�I��'' HSC ESIGNB D/ R CH CKEDDC. ON 07.15.15 ELECTRICAL DETAILS - AMS AND SLIDING GATE APRON C CI PROJECT W3441886 CASNE CEC 12.14.15 SPECIFICATION IS APPROVED SHEET — RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 �O�,H� ® _ P OVED BY DEPT. DATE ENGINEER TITLE APRON C PARCEL 820 E51 OR E16 A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED 35276 APPROVED APRON C JOB NO. COMP NO. °� ��rsTER�° �',^,II W3441886 �SS'(ONAL � 2 CAI APPROVED ELECTRICAL MASTER RENTON, WA�7GNO. 05—APRON—C—E51 OR 3 v O N Lo W I U Z 0 af D_ Q I Lo 0 rn c 3 a I O E a� 0 0 N 00 N U L O U c O L a Q N O m J 0 in r- N O 1 rn rn Q U 2 / w / U 04 SYM BLACK LETTERING 2-INCHES HIGH (TYPICAL) ___7 BLACK BAND, MINIMUM WIDTH 2-INCHES TRAFFIC YELLOW BAND 7-INCHES WIDE STATIC GROUND RECEPTACLE AT CENTER OF 4-INCH DIAMETER UNPAINTED AREA (SEE DETAIL 5) FLIGHT POSITION STATIC GROUND SCALE: 1 "=1 '4" APRON C PARCEL 820 REVISION BY APPROVED CASNE CEC DATE SYM 02.08.19 E9AR IE526R REVISION ERICO B165 AIRCRAFT GROUNDING RECEPTACLE 2-3/4" DIA 4/0 BARE CU (TYP.) 4-1 /2" -EPDXY FILL BALL 5/8" DIA GRADE LEVEL 1 /2" PIPE FOR TYPE RA AND RB CONNECTIONS AIRCRAFT GROUNDING RECEPTACLE SCALE: NONE BY I APPROVED I DATE E9AR E526R Q� BOE/NG C'— FINISH S' ^" (CONCRETE OR ASPH CONDUIT COUPL CONDUIT ELBOW LEGEND V PAVING GENERAL NOTES 1. EACH STATIC GROUND LEVEL TO BE TESTED PER BOEING STANDARD, PRINTED AND DATED. CONTACT BOEING PRIME POWER FOR TESTING. JDUIT PARCEL 820 CONDUIT STUB -UP TERMINATION ✓�4� of waste L��j 35276 oIST �� SIDNAL����� n2 ACCEPTABILITY CASNE THIS DESIGN AND/OR CHECK[ SPECIFICATION IS APPROVED CEC N IN *90VED BY DEPT. I DATE DAT E4AR,E10R,E60R,E11 OR,E36OR I E526R 4I L SUBTITLE 02.08.19 02.08.19 TITLE 02.08.19 ELECTRICAL MASTER REFERENCE DRAWINGS: 05-APRON-C-E9A 05-APRON-C-E9B CONSTRUCTION NOTES AT THE STATIC GROUND LOCATIONS INDICATED ON THE SHEET E9AR, REMOVE THE BRASS CAP, FILL THE SPACE WITH EPDXY, AND RE -ATTACH THE CAP. ISSUE FOR CONSTRUCTION F E B RUARY 08, 2019 REMOVAL DETAILS APRON C PARCEL 820 APRON C YARD R-405642 CECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 CURRENT REVISION SYMBOL DATE 02.08.19 E526R E17 JOB NO. COMP NO. W3441886 RENTON, WA DWG NO. 05-APRON-C-E526R 3 Q w I c� z O Q I Lo O .3 0 0 I O E Q) 0 O N 00 U O n u 0 a Q O m J 0 CD O I m U N O a_ w U) ~` E U O N 0 0 w GENERAL MOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND I GRASS PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING O'MAP _ls Pl \ _ GRASS N448 53 RAINIER AVE N TMH _ } -- ----- - - W. RIM'LL.S\- i6"MAP '.. •( DENSE BRUSH MAP 2 PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: ,6MAP ,ut.• • - AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620 ;ENSE TREES j!AIRPpRT PROPERTY FiL FIt ° ❑ ° i Tl,t LB 9.t; FIL FIL F W ` Y \N y. ' TLB o Wool g g W W--- -- -- -`_E m76"M=9 _ — SUBSTATION VC-1 ••• eaasx_ _ ISWALE � � � � d _— GATE V— SS— t _— — R Key -- a ° Pad nn RD— M M a3',ra b IN L N Rr 4A E5 0 LaaP o MH-C8 c° X ki c oR — o RE EaT A — BAN H o d 4 M MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE ® VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. Stalls O . 5 tos I I 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED 30 Stals + 2 AOA w DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND TfTTAL: 32 Is X a3nra 4 Stallsom% 5 Stalls _ _ T _ o THE SPECIFICATIONS. T I 4. ALL DIRECT BURIED CONDUIT SHALL BE SCHEDULE 80 dp- CONDUIT. SWEEPS WHICH ENTER THE EARTH SHALL BE PVC COATED RIGID STEEL. � y I 5. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ° o ALUMINUM OR PAINTED RIGID GALVANIZED STEEL. PER w THE SPECIFICATIONS LOW VOLTAGE. DIRT _ rI n - - S — — S A, , ` LF 1,0" N3aN.Tl A �Rr M M _ f �M —��' I S S T® S L S I _ -o �-n o l- o T-��-� W L O O w w - =1 _ cn l - o w W C1 2 AIRPORT LEASE IINE z 0 �I z TAXI WAY ~ 65.5' z ov SRO U2=1L=10 FATI N owf l 9 w M M z CROUP II TOFA (EXISTING) =I Q r SIGN 2 A E4A E5 1 E4A E507 I MH-C4 1 a 1 ill�ll�l■■ wool �.111111��'®II111'�� �a:►-�rwua�uiiiu _ 1► i � I I� ■I■■■■�I■I■IV��III ■i■■■■■■imi�■, mom - � 1 11 1 :±� �� 11 I)R— 1 3 C4 A. - TAXIWAY A M CONCRETE ENCASED DUCTBANK ��4"C-SPARE �(1)4"C, 3#600, #2G (VC-1/9)-480V/S1 r (1)4"C-FIBER (1)4"C-COMM SPARE 3 GRASS 2 E4A E50 1 HH-05 E4A E5 1 (COMM) '9� MH-C6 m m$ m °HH-C4 (COMM) LTO MH-B4 L (VIA-C3,C2,C1) CONCRETE ENCASED DUCT6/Al Nn 1 5"C-3 4 0 MV-105, (1)5"C-SPARE (1)4"C-FIBER RSA (174"C-COMM RARE RSA 75' RUNWAY SAFETY AREA (RSA) RSA IBRE s PARE o,1 ) CONCRETE ENCASED DUCT BANK — RSA RSA R(1)5"C-3#4/OA_MV-105, #R2G PSE #24) RSA (1)4"C-FIBER (1)4"C-COMM SPARE RUNWAY 16-34 m A r. — — — — s — — — — ss — s — — — U. CONTRACTOR SHALL PROVIDE DETAILED LOCATE SERVICE [ FOR ALL AREAS IN BORE OR TRENCH PATH. CONCRETE _L 12. 01 ' O Fw aaa- IorN3aN.z1 7. PROVIDE NYLON PULL CORDS IN ALL SPARE CONDUITS. S1S — L J 8. CONCRETE ENCASED DUCTS SHALL BE SCHEDULE 40 PVC ET CASED DU TBA K L J REFERENCE DRAWINGS YED 05-APRON-C-E110 D 05-APRON-C-E360 A 006 Epdo CONSTRUCTION NOTES o g ° g THIS DRAWING REFLECTS THE END RESULT OF THE C6 DEMOLITION PROCESSES OF DRAWING E4AR. F 3 AIRPORT LEASE UNE AIRPORT LEASE LINE Pm - +OFA TOFA TO 19T�� � � m �T A- I CONCRETE ENCASED DUCT BANK CONCRETE ENCASED DUCT BANK I (1)4"C-SPARE (1)5"C-3#4/0 MV-105, #2G (1)4"C-SPARE " - PARE (1)4"C SPARE (1)4"C-FIBER (1)4"C-COMM SPARE W41-COMM SPARE -(T)4-"& -SPARE- M (1)4"C-SPARE . � ro-A HH-C6 rD"'-'� CONCRETE ENCASED DUCTBANK (1)4"C-SPARE 4A E5 n (1)4"C-SPARE (1)4"C-SPARE MH-C10 (1)4"C-COMM SPARE mo HH-C10 � 3 E4A E5 2 log rc ozl an.zl � CONCRETE ENCASED DUCTBANK - To�1)4" C-SPARE RSA R RSA RSA RSA RSA RSA (1)4"C-FIBER (1)4"C-COMM SPARE 75' RUNWAY SAFETY AREA (RSA) I RSA RSA RSA RSA RSA RSA R A RSA RSA RSA RSA — RSA RSA RSA RSA RSA s s as -- zaS - - as C"r) as ° as TOFA TOFA • •• •gip• •• • WOMEN = . 0 m mom MO ' WSll1,51"ML—'1� OM � ]�>r - mammoi Mo IL 1011"S 80�d alm�d-ii MIEN 'T�l7�na�,�\ . II 0 a 0 \ FI-405643 KEY P LN zco Q 5 K 2 SCALE: NONE Z �-40 L 50 25 0 25 50 100 ISSUE FOR CONSTRUCTION APR0N C P�ANCCASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 SCALE: 1:50 SCALE: 1 " = 50' z F E B RUARY 08, 2019 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL A DATE 02.08.19 C�4�' 0F WAS �� ACCEPTABILITY THIS ND R CHECKED 07.15.15 PARTIAL SITE PLAN -POWER DISTRIBUTION - APRON C CI PROJECT W3441886 CASNE CEC 12.14.15 �' '� SPECIFICATION IS APPROVED SHEET ENGINEER TITLE E4A E18 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ® P OVED BY DEPT. DATE JEA 07.16.15 APRON C PARCEL 820 BO�,�� CHECKED A APRON C PARCEL 820 CASNE CEC 02.08.19 35276 w�' APRON C JOB NO. COMP NO. °'�' ��CISTER �� APPROVED W3441886 �sSjONAL E11�� �I APPROVED ELECTRICAL MASTER DAT DWG NO. 05-APRON-C-E4A 2 DUCTBANK FROM MH-B4 UNIT SUB VC-1. CIRCUIT BREAKER TRIP SETTINGS EATON MAGNUM DS WITH 1150 TRIP UNIT BREAKER NO. SENSOR RATING PLUG RATING LONG TIME SHORT TIME INST. PICKUP GROUND FAULT MAINTENANCE PICKUP DELAY PICKUP DELAY PICKUP DELAY MODE 1 3200A 3200A 0.75 6 4 0.15 (12T IN) - 0.25 0.25 (12T OUT) 2.5 2 3200A 3200A 0.4 4.5 4 0.2 (12T IN) 3 0.25 0.25 (12T OUT) 2.5 3 800A 800A 4 800A 800A 0.5 10 6 0.4 (12T IN) 6 0.25 0.1 (12T OUT) 2.5 5 800A 800A 0.5 10 6 0.4 (12T IN) 6 0.25 0.1 (12T OUT) 2.5 6 AISLE HEATER 7 PROVISION - 8 800A 800A 9 800A 800A 0.5 10 6 0.4 (12T IN) 6 0.25 0.1 (12T OUT) 2.5 10 800A 800A 0.5 10 6 0.4 (12T IN) 6 0.25 0.1 (12T OUT) 2.5 PSE CKT 24 5"C, 3#4/0 MV-105 15 KV CABLE + #2G MANHOLE MH-C8 (3) SURGE ARRESTERS (IN XFMR ENCLOSURE) SOLID STATE TRIP UNIT W/GROUND WALK-IN LOW VOLTAGE SECTION FAULT TRIP (TYP) 3200 AMP, 30, 4W BUS, 65KAIC 9 10 8 7 6 5 4 800AF� LSI 800AF � LSI 800AF � LSI T T LSI 800AT �800AT 800AT �GR 800AT GF G� �GF NS( NS� NS� STATR TION NS� � DOUBLE LUGS SPICE HEATER 1200 MH-C7 MH-C6 o E U 0 0 0 n 0 z SYM REVISION 1) F7 APRON C Cl PROJECT - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES A APRON C PARCEL 820 4"C SPARE MH-C10 -:--439 INTO MH-C8 D 1, MH-C8 50' 17,955 --�-- C3 TAP BOX POWER STAND 41 DISTRIBUTION C 21,625 11,913 C5 STAND DSC5 C5 TAP BOX ( 70A CB 10' 11 12 10' 45KVA 9 g' C5 CREW ` 35,000 SHELTER 225A 17,165 480V PSC5 208/120V 208/120V PANEL PANEL 10,000 PSC5-1 05-435 3,347 40, 10,000 2,205 TO 120/208V LOADS 95' 14,415 POWER STAND C4 POWER DISTRIBUTION STAND DSC4 g' 125A CB ( ( 70A CB 12' 10' 12 18,483 C4 TAP BOX 11 45KVA 10,000 �l I 6 O 9 SHELTER 2,399 g' 400HZ 2 5A CONVTR. 208/120V 208/120V 11 OV 90 KVA PANEL PANEL 225A C4 PSC4-1 05-434 480V ,000 13,428 10,000 uff7F��)PSC2-C3 13,983 3,308 35,000 TO 120/208V LOADS 7,744 BY APPROVED DATE SYM REVISION BY APPROVED W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 10,000 2,925 DATE 800AF � LSI 800AT TR GF N NS� 2500' LOAD BREAK SWITCH SUBSTATION VC-1 iEMA 3R 5E AT APRON C Q' 12,47OV - 480V/277V, 1500/2000KVA 77�DZ=5.81 %, DRY TYPE, NEMA 3R 3200AF TR 3200AT LSI Al 0-3000A 4 CT'S Tg AS A 3000:5A 3 PT'S _ 0-600V EATON POWER MONITOR XPERT 6000 W/ ETHERNET 3 65,000 2 800AF � LSI 800AT TR GF N NS� 4"C INTO MH-C8 285' POWER DISTRIBUTION MH-C9 SPARE STAND DSC3 C2 TAP BOX 11,387 POWER DISTRIBUTION STAND DSC3 STAND DSC2 ( 70A CB ( 100A CB 270' 11225A ( ( 100A CB 12 10' 13 10' 13 40D 20 75KVA 45KVA 75KVA 5 0 6 10' 16 9 16 10' C3 CREW 20' SHELTER 208/120V 208/120V PANEL PANEL PSC3-1 05-433 10,000 100' 10,O0c 5,071 1 p 1,683 TO 120/208V LOADS 208/120V 7,871 PANEL Cl TAP BOXr 05-438 15 480V-120/240V ryYy^ 5 KVA STATION POWER 3/4"C n 3200AF LSI 3200AT TR GF N NS� 2 PORTABLE GENSET CONNECTION BOX 500 KW C2 CREW SHELTER CONVTR. 208/120V 208/120V 208/120V NVTR 90KVA PANEL PANEL PANEL PSC2-1 05- 432 05-430 10,000 145 10,000 10,000 1,279 > 3,450 3 5,073 10 60' 15 75' 7,179 11 POWER DISTRIBUTION POWER STAND 35,000 STAND DSC1 Cl 225A 8' 480V 7,068 70A CB ( ( ( 125A CB PSC1 �z 10' 12 40' 7 45KVA 175A CB 40' Cl CREW O 9 6 112.5KVA 7,882 SHELTER 10 14 10' 10,000 350A CB POWER STAND 10,000 400HZ 4,802 ( 2"C, 4#3/0, #6GND C2-C3 208/120V 2 999 208/120V CONVTR. 14 30 BY MODULAR BLDG MFR. PANEL PANEL 90KVA 10,000 05-431 PSC1-1 10,000 2,063 40' 6,975 10,000 208/120V 12 208/120V 4,333 TO 120/208V 4,503 PANEL PANEL 10 LOADS 05-1C4 05-2C4 IN BLDG 05-429 IN BLDG 05-429 DRAWN DATE SUBTITLE was L�r ACCEPTABILITY CASNE 08.18.15 C) ��' THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED RJJ 08.18.15 r-01NEERTITLE ""A " ® P OVED BY I DEPT. DATE JEA 08.18.15 35276j ��' ISTER� IONAL�1 Q 2 J - 25,974 1 E4-V -1E5 1 LEGEND: 1600AF DRAWOUT INSULATED CASE CIRCUIT BREAKER 1200AT WITH FRAME AND TRIP RATING NOTED: LETTERS DENOTE TRIPS: L =LONG TIME S =SHORT TIME I =INSTANTANEOUS GF =GROUND FAULT NS NEUTRAL SENSOR/CT PT POTENTIAL TRANSFORMER TR TRIP UNIT/RELAY QA AMMETER AS AMP/PHASE SELECTOR SWITCH VQ VOLTMETER Q VOLT/PHASE SELECTOR SWITCH XXXXXX AVAILABLE FAULT CURRENT SHOWN XXX AIC RATING OF EQUIPMENT XXX FEEDER LENGTH IN FEET MANHOLE TAP BOX K1 KIRK KEY INTERLOCK GENERAL NOTES: 1, TRIP MECHANISM FOR BREAKERS 2000AF AND ABOVE SHALL BE ELECTRICALLY OPERATED. 2. TRANSFORMERS DELTA-WYE UNLESS OTHERWISE NOTED. REFERENCE DRAWINGS: 05-APRONC-E4-1 SUBSTATION VC-1 ELEVATION AND LAYOUT CONSTRUCTION NOTES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E4-VC-1 R. FEEDER SCHEDULE TYPE TyP• RATING VOLTS CONDUIT CONDUCTORS PER CONDUIT QTY SIZE PHASE NEUTRAL GND IG 10 200A 12,470 1 5" 3-4/0 (MV) #2 20 800A 480 2 4" 3-#600 #250 30 380A 480 1 3" 3-#500 #3 ® 400A 480 1 4" 3-#600 #2 O5 475 480 1 4" 3-#750 #2 © 125 480 1 1 -1/2" 3-#1 #6 O7 175 480 1 2" 3-#2/0 #6 ® 150 480 1 1-1 /2" 3-#1 /0 #6 90 150 208 1 1-1 /2" 3-# 1 /0 # 1 /0 #6 10 60 208 1 1 " 3-#6 #6 #8 11 225 480 1 2" 3-#4/0 #4 12 70 480 1 1 " 3-#4 #8 13 100 480 1 1-1 /4" 3-#2 #8 14 350 480 1 3" 3-#500 #500 #3 15 100 208 1 1-1/2" 3-#2 #2 #8 16 225 208 1 2-1/2" 3-#4/0 #4/0 #4 R-405644 ISSUE FOR CONSTRUCTION CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 F E B RUARY 08, 2019 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 CURRENT REVISION SYMBOL A DATE 02.08.19 SUBSTATION VC-1 ONE -LINE SHEET APRON C PARCEL 820 E4-VC-1 E19 APRON C JOB NO. COMP NO. ELECTRICAL MASTER W3441886 RENTON, WA DWG N0. 05-APRONC-E4 rn 3 Q rn Ld I U Z O Of Q I 0 / c rn c .3 O L I / 0 Q) 0 0 N 00 U 0 U c O a a N O m J O 0 N co I i rn / 0 U .21 L w / co E Z) U O / 0 0 / LL 00 N r7 N r` N 1 65.5' GROUP II TOFA (EXISTING) SYM REVISION BY APPROVED DATE SYM — APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 20 10 0 10 20 40 SCALE: 1:20 REVISION BY I APPROVED I DATE TAXIWAY A L-Aff"AFArw" ` c-- 35276 4i IST IONAL Il PARTAL LEGEND O SG STATIC GROUND WELL GROUND ROD, 30' COPPER STEEL UNDERGROUND COPPER GROUND CABLE - + - CADWELD CONNECTION GROUNDING ELECTRODE PIGTAIL GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. .CONSTRUCTION NOTES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E9AR. O M W I-- O U") r-) N O M W I- CO LO - rO N �_ O r7 N N U U U U U U U U U U U U U U U U U U U U U ._ APR N " "I Q RE TON_ MUN CIPA AIR OR T v N o RU APR — _ » o G RN 4 I o o A RON�"D» 4 20/ 1 < t0 0 N � 81/ 2 fl 0-5 ' 0 1 —80 I � COMPEL PAR I Q 00 z R-405645 ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 ACCEPTABILITY C. ALLISON U07.15.15 SUBTITLE THIS DESIGN AND/OR CHECKED GROUNDING PLAN - C6 & C7 SPECIFICATION IS APPROVED ENGINEER TITLE APRON C PARCEL 820 '�FjOVED BY DEPT. DATE CHECKED APPROVED APRON C ELECTRICAL MASTER KEY PLAN z SCALE: NONE CE CASNEEngineefing 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET E9A E20- JOB NO. COMP NO. W3441886 RENTON, WA DWG NO. 05-APRON-C-E9A A B C D E F G HI J K LI wlz R 65.5' GROUP II TOFA (EXISTING) SYM REVISION Y - APRON C CI PROJECT N - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES N A APRON C PARCEL 820 BY APPROVED DATE SYM W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 REVISION 10 E5 5 i (TYP) I 3/4"C, 2# 10, #10G I 3/4"C, 2# 10 APRON C PLAN SCALE: 1 " = 20' BY I APPROVED I DATE ORANGE PAINT STRIP 7 Ij I j 5 Stalls .5U Stalls + TOTAL: 32 3/4"C, 2# 10, # 10G TAXIWAY A L BOE/NG` c-- y4`� of WAS L�Th .d� 35276 IST IONA 3/4"C, 2# 10, # 10G n +30' (TYP) PARTIAL LEGEND IO LED, OUTDOOR RATED I-) LED, OUTDOOR RATED, SURFACE MOUNT, 208V, 1 �, WITH INTEGRAL PHOTOCELL • CONCRETE LIGHT POLE, 30' FO LED, OUTDOOR, POLE MOUNT FIXTURE, 480V, 1 �, WITH INTEGRAL PHOTOCELL IN APRON LIGHT ASSEMBLY, 480V, 1 �, (5) FIXTURES PER POLE (AFF = DISTANCE TO BOTTOM OF LOWEST FIXTURE) UNDERGROUND CONDUIT C B EP 20 ENCLOSED CIRCUIT BREAKER, SIZE AS SHOWN. NEMA 4X *�If'm PORTABLE LIGHTS STAND 3/4"C, 2# 10, # 10G GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 6. ALL DIRECT BURIED CONDUIT SHALL BE SCHEDULE 80 CONDUIT. SWEEPS WHICH ENTER THE EARTH SHALL BE PVC COATED RIGID STEEL. 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PAINTED RIGID GALVANIZED STEEL. PER THE SPECIFICATIONS LOW VOLTAGE. E:w_1I I1Pi9I:ZKl]I1ILola 0]som' 'i7/.11■:1WZI:IImF13 CONSTRUCTON NOTES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E10R. O M 00 r- Gfl Ln I- N7 N O On 00 I-, Gfl Ln � N7 N O N7 N N N N N N N N N U U U U U U U U U U U U U U U U U U U U U - „ =� R N CIPA AIRPORT RE ON MUN _ �— 0 RU W APRON — o - I o 0-— - 4= A— Z Q E 0 " APRON »D° 201 _ (n 81/ 2- 10-71 0-5 A, —alp, 1 —80 1 —18 — L PAR AVENUE N. I COMPLE , v' PARKING L01 6 00 _ 1-405 KEY PLAN z SCALE: NONE 20 10 0 10 20 40 R-405646 Em Em N�I Emm SCALE: 1 20 ISSUE rno A C D E F G W J K L CONSTRUCTION ISSUE FOR CONSTRUCTION LF CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 F E B RUARY 083 2019 BELLEVUE, WA 98006 (425) 522-1000 WWW CASNE COM JOB NO 191-027 UAWN ACCEPTABILITY CK ALLISON U07.15.15 SUBTITLE THIS DESIGN AND/OR CHECKED LIGHTING PLAN - NORTH PARCEL SPECIFICATION IS APPROVED ENGINEER TITLE APRON C PARCEL 820 ROVED BY DEPT. DATE CHECKED APPROVED I APRON C CURRENT REVISION SYMBOL A DATE 02.08.19 SHEET E10 E21- JOB NO. COMP NO. W3441886 RENTON, WA °wc No. 05-APRON-C-El0 ELECTRICAL MASTER EQUIPMENT SCHEDULE 3 O LJ I 0 Z O Q I U) 0 rn c 3 0 L 0 I / 0 E a) 0 0 N 00 U v m 0 c O Q Q 0 m J 0 0 r` N 0 I i i U 0 CL / W w / U) U O / 0 0 / 00 12 (N N 1 � — F 1 65.5' GROUP II TOFA (EXISTING) SYM REVISION - APRON C Cl PROJECT - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES A APRON C PARCEL 820 BY APPROVED DATE SYM W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 20 10 0 10 20 40 SCALE: 1:20 REVISION APRON C SCALE: 1 " = 20' BY I APPROVED I DATE L ""A,/NG` c-- 35276 y oIST �� `SIONAL����� n2 70 F, ➢ z D W z 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ROVED BY DEPT. DATE NAME VOLTS HP FL4 � 3A HWP-1 120 .5 3 PARTIAL LEGEND 30 EY DISCONNECT SWITCH, NON -FUSED. AMPERAGE AS SHOWN. CB ❑J ENCLOSED CIRCUIT BREAKER; BREAKER SIZE AS SHOWN 20 0 JBOX WP WEATHERPROOF GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 6. ALL BURIED CONDUIT NOT ENCASED IN CONCRETE SHALL BE PVC COATED RIGID. EXCEPTION: 400HZ CONDUIT SHALL BE RIGID ALUMINUM. 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PVC COATED RIGID STEEL PER THE SPECIFICATIONS. 8. ALL POWER CONDUCTORS SHALL BE XHHW. 9. PROVIDE EXPLOSION PROOF SEALOFFS ON ALL CONDUITS ENTERING OR EXITING THE EARTH. CONSTRUCTOR NOTES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E60R. O m 00 � O ul) � r7 N O m 00 � co � � r7 N O r-) N N N N N N N N N N _ -14 APRONAV "" P . AP RON"' -TON UN CIPA AIR OR i �{{ o l RU AP - Q _ ECL A RON "Dt' 5 20/ 1 Q - � AA 81/ 2 0-5' 1 -80 1 -18 PAR I AV NUE - N. COMPLE � PAR � V) 00 00 Z R-405647 ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 UNAWN UAIt- SUBTITLE C. ALLISON 07.15.15 CHECKED 208Y/120V POWER PLAN - CIS AND C7 ENGINEER TITLE APRON C PARCEL 820 CHECKED APPROVED APRON C scA E N of AN z CECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET E60 E22 JOB NO. COMP NO. W3441886 RENTON, WArWG No. 05-APRON-C-E60 A B C D E F G H J K L ELECTRICAL MASTER rn 3 v 0 w I U Z 0 Q I O 3 0 0 I 0 E 0 0 N 00 U v m U O L Q Q W 0 m J 0 0 N 0 I rn i rn i U N O L IL W w E U O N 0 U- 0) (p Lo N N N A n ro .m • In 65.5' GROUP II TOFA (EXISTING) SYM REVISION BY APPROVED DATE SYM - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 20 10 0 10 20 40 SCALE: 1:20 APRON C PLAN SCALE: 1 " = 20' TAXIWAY A GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 6. ALL BURIED CONDUIT NOT ENCASED IN CONCRETE SHALL BE PVC COATED RIGID. EXCEPTION: 400HZ CONDUIT SHALL BE RIDIG ALUMINUM. 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PVC COATED RIGID STEAL. PER THE SPECIFICATIONS LOW VOLTAGE. 8. ALL POWER CONDUCTORS SHALL BE XHHW. 9. ALL CONDUITS ENTERING OR EXITING THE EARTH SHALL HAVE EXPLOSION PROOF SEALOFFS. 05-APRON-C-E4A CONSTRUCTION NOTES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E110R. O m o0 I- co Ln r7 N O M 00 r- (.0Ln � n N O M) N N N N N N N N N N -14 _ APRON „ �� - RE - TON MUN CIPA AIR ORT F- a� RU W APR N G- IRE I o ,4 Z olak !!!!f A:lRON IV 20/ 1 0 a AQo _ ❑o _ '0 A � 81 12 co 0-5DIq, 6 1 -18 M PAR AV NUE N. -. i - COMPLE PAR ING L01 6 o-405 z ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 REVISION BY APPROVED DATE 1 " — (-"4 �4 of WAs�,I &_ ACCEPTABILITY THIS DESIGN AND/OR UNAWN C. ALLISON UAi t 07.15.15 SUBTITLE 480Y/277V POWER PLAN - C6 AND C7 CHECKED ® SPECIFICATION IS APPROVED ENGINEER TITLE APRON C PARCEL 820 ""A, ,AW" P OVED BY DEPT. DATE CHECKED 35276 APRON C APPROVED I STERN C1�' �SSjONAL ��1 I APPROVED ELECTRICAL MASTER KEY PLAN z SCALE: NONE rECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET E110 E23- JOB NO. COMP NO. W3441886 RENTON, WA DWG NO. 05-APRON-C-El10 A B C D E F G HI J K LI TO OFFICE BLDG AT Cl Ln O Lu (33 3 0 M W I U Z 0 ry n Q I U) 0 i rn c v 0 I i 0 E 0 0 0 N 00 0 a_ U c 0 a a (D 0 m J 0 0 N 0 I i i V N 0 V) W 65.5' GROUP II TOFA (EXISTING) SYM REVISION - APRON C Cl PROJECT - RECORD DRAWING-BOEING 737 MAX FLIGHTLINE UTILITIES A APRON C PARCEL 820 BY APPROVED DATE SYM W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 REVISION PM IN MEDIANI APRON C SCALE: 1 " = 20' 3NI1 3Sd31 ON1308 P LAN BY APPROVED DATE TAXIWAY A L BOE/NG` �r -A ✓�4� of WAs L�r� C) k 35276 �j �2 20 10 0 10 20 40 SCALE: 1:20 DAWN ACCEPTABILITY CR ATE ALLISON D07.15.15 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED —ENGINEER ROVED BY DEPT. I DATE SUBTITLE TITLE PARTIAL LEGEND 0 JUNCTION BOX CAMERA c3l PAN -TILT -ZOOM CAMERA PTZ — — UNDERGROUND CONDUIT APRON LIGHT STAND GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. PROVIDE ALL SAW CUTTING, EXCAVATION, SHORING, BACKFILL AND SURFACE REPAIR PER CIVIL ENGINEERS SPECIFICATIONS. REFERENCE DRAWINGS 05-APRONC-E4A CONSTRUCTOR NOTES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E360R. O O 00 r- co U-) � rn N O O CO � (.0 '-) '-) M7 N N N N N N N N n1 N U U U U U U U U U U U U U U U U U U U U U R N n' lJ r` Q -- ,, --� oo RE TON MUN - CIPA AIRPORT of � _ RUNWAY APRON r a Z APRON °D° co Q 20/ 1 l % 'O AAI fn p FO - 81 / ' 2 0-5 0 1 -80 1 � � Q I COMPLE I PAR N R-405649 2 C-0 Z ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 PARTIAL DATA AND SECURITY PLAN APRON C PARCEL 820 APRON C KEY PLAN z SCALE: NONE CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 E360 E24 COMP N0. W3441886 05-APRON-C-E360 A B C D E F G H J K L rn N ELECTRICAL MASTER JOB NO. RENTON, WA DWG N0. N � � Lr=_. L z � a Y' a 4" COMM SPARE 4 a a 5" �4 d � a dal aI 4„ l 5"C. SPARE NON—METALLIC ° SPACER (TYP) „ I FIBER REBAR (18" SPACING) 54" 4"C. FIBER I _ d „C. MI D�aI 5 V s NONMETALLIC LEVELING BAR 1 30" #4/0 BARE CU GROUND ----/ \_#6 REBAR (TYP) REINFORCED DUCT BANK —MEDIAN SCALE: 1-1 /2"=1 '-0" E4A,E4BI E500 Q a a 4 a a a a a a E.E. 5„C. SPARE a a a 4 4"C. COMM SPARE 4"C, SPARE a 4>> 4» I° a a III FIBER REBAR 1 G) 4 4" 4"C, FIBER I�a c 4"C, SPARE • 5"C. MV 36" #4/0 BARE CU GROUND ---/ REINFORCED DUCT BANK —APRON SCALE: 1-1 /2"=1'-0" LEGEND a a a N GENERAL NOTES 1. ALL 5" CONDUITS ARE FOR MEDIUM VOLTAGE ^ z CIRCUITS. a 4" COMM SPARE 2. USE SCHEDULE 40 PVC CONDUIT FOR CONCRETE ENCASED DUCT BANKS. ° aaI 3. PROVIDE PULL CORDS IN ALL CONDUITS. 41 a 4" 4$ 4" l SPACE FOR SMALL CONDUIT d NON—METALLIC 4. SEE CIVIL AND STRUCTURAL PLANS FOR DETAILED ° a a ° a SPACER (TYP) CONSTRUCTION REQUIREMENTS. a l FIBER REBAR (18" SPACIN 4" 4" 4" ° d 4"C, FIBER I Dx-cl�aa- �� I ,� , REFERENCE DRAW GSe 36" #4/0 BARE CU GROUND __z \-- #6 REBAR (TYP) B RE NFORCED DUCT BANK —MAN NORTH —SOUTH AREAT0 SCALE: 1-1/2"=1 '-0" 15 0 Oc z ;z CIJ n I 9 9 9 9 9 9 J Z A 1 4" '�PARF z N � as -� a° � (2) 4"C SPARE a . (2) 4" COMM I a 5 7 7 O N 4 5"C. SPARE ° p a a I, 5"C. SPARE NON—METALLIC NON—METALLIC FIBER REBAR 18" SPACING 5 SPACER (TYP) I " SPACER (TYP) O I d #4 REBAR (18" SPACING) 4 4" 4"C. FIBER a I I ° 5 C. MV L 5"C. MV O • NONMETALLIC LEVELING BAR 30" NONMETALLIC LEVELING BAR 366 REBAR (TYP) --I A 05—APRON—C—E4A PARTIAL SITE PLANS 05—APRON—C—E4B PARTIAL SITE PLAN 05—APRON—C—SXXX STRUCTURAL DETAILS � � 6 REBAR TYP �4/0 BARE CU GROUND � (TYP) 4"C. SPARE #4/0 BARE CU GROUND L Z co REINFORCED DUCT BANK C7 TO SUB VC1 RE NFORCED DUCT BANK —TO C6 C7 D E SCALE: 1-1 /2"=1 '-0" E4A E5 0 SCALE: 1-1 /2"=1 '-0" E4A E5 0 U O 0 R-405650 0 ISSUE FOR CONSTRUCTION CCASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 F E B R U A RY 08 2019 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 1X c DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL A DATE 02.08.19 r SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE WA s l� ACCEPTABILITY CASNE 08.20.15 v, - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 C��w ��� THIS DESIGN AND/OR CHECKED ELECTRICAL DETAILS — DUCT BANKS �' SPECIFICATION IS APPROVED CEC 08.20.15 SHEET - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ENGINEER TITLE APRON C PARCEL 820 E500 E25 P VED BY DEPT. DATE JEA 08.20.15 ~ A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED 35276 �v� APRON C JOB NO. COMP NO. ��'�, ��GIST� 1 ^ APPROVED W3441886 SSIONAL� Y�I APPROVED ELECTRICAL MASTER YARD RENTON, WA 11WI No. 05—APRON—C—E500 02 Lo O LEGEND Lo 5"C-3#4/0 MV-105, #2G (TO VAULT MH-133) 5" SPARE FTT1 FTT1 Qi:o iTT1 IIIIITII LLLJ LLLJ (Z)YO, (Z)YO, (2YD (NZ) PSE CKT#24 5"C-3#4/0 MV-105, #213 (TO VAULT MH-Cl) 5" SPARE I I I tit; �olpq' (1 (�� C, (�✓1 (�� (2-1 0 (2-1 0 0 \\Xz 30'x3/4" GROUND ROD-/ r y r�(� �� FTT1 FTT ITIIITT T T 1 aI x 1111 L11 OLDCASTLE 577-L4 N 5"C-3#4/0 MV-105, #2G (FROM VAULT P131) 5" SPARE EXISTING MANHOLE MH-B4 BUTTERFLY SYM REVISION — APRON C Cl PROJECT — RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES A APRON C PARCEL 820 BY APPROVED DATE SYM W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 REVISION FTT1 FTT1 I I T I (� o I I I I IIII IIII Ll_LI C2, Q, Ll_LI C L1 C 5" SPARE � PSE CKT #24 5"C-3#4/0 MV-105, #2G (FROM NEXT VAULT TO SOUTH) 30'x3/4" GROUND ROD-/ BY I APPROVED I DATE L'1L1 L',L1 FIT] (o Q� [TT] I-L L i (� (� L I I I L I I I (D-1 (D-1 L I I I OLDCASTLE 577-LA MANHOLE MH-Cl THRU MH-05 BUTTERFLY ° L BOE/NG �WA,34��<O'(&�� k35276 '�I� E4A,E4BI E501 ACCEPTABILITY ICASNE THIS DESIGN AND/OR CHECKI SPECIFICATION IS APPROVED CEC ENGINE ROVED BY DEPT. I DATE JEA O PSE CKT #24 5"C-3#4 0 MV-105, #2G (TO NEXT C VAULT TO NORTH)) 5" SPARE 08.20.15 08.20.15 08.20.15 GENERAL NOTES 1. OVERALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBSTITUTIONS MUST BE APPROVED BY BOEING ENGINEERING 2. ALL CONDUIIT ENTRIES AND PENETRATIONS SHALL BE GROUTED PER MANUFACTURER'S REQUIREMENTS TO BE WATERPROOF. 3. CONTRACTOR SHALL SWITCH FROM PVC TO PVC COATED RIGID FOR ALL CONDUIT ENTRIES INTO VAULTS. REFERENCE DRAWINGS: 05-APRONC-E4-VC-1 SUBSTATION VC-1 ONE -LINE 05-APRONC-E4A PARTIAL SITE PLAN - POWER DISTRIBUTION 05-APRONC-E4B PARTIAL SITE PLAN - POWER DISTRIBUTION 05-APRONC-E111 480/277V POWER DISTRIBUTION 05-APRONC-E110 480/277V POWER DISTRIBUTION CONSTRUCTION NOTES ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 SUBTITLE ELECTRICAL DETAILS - MANHOLE BUTTERFLIES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESS OF DRAWING E501 R. R-405651 rE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET TITLE APRON C PARCEL 820 E501 E26 APRON C JOB NO. COMP NO. W3441886 ELECTRICAL MASTER YARD RENTON, NIA DWG NO. 05-APRON-C-E501 R 4"C-3#750, #2G - 480V (VC-1/4 TO DISTR. STAND C3) 4" SPARE (TO DISTR. STAND 02) 4" SPARE (TO DISTR. STAND Cl) 4" SPARE (TO DISTR. STAND Cl) 30'x3/4" GNUUINU r\uu 3"C-3#500, #2G - 480V (FROM SUB VC-1 /c� 4"C-3#750, #2G - 4 (FROM SUB VC-1/4) 4"C-SPARE (FROM SUB VC-1) 4"C-SPARE (FROM SUB VC-1) 7 —1-1 (`� 02 62 Q, (2- (`� (D- II 1 (2 ( (22 112 L_ I_ I_ IJ 30'x3/4" GROUND RC 4"C-3#750, #213 (VC-1/4 TO MH-9) 3"C-3#500, #2G - 480V (VC-1/5 TO DIST. STAND MANHOLE MH-C8 BUTTERFLY F T T I �� 0 F T T I F I T 1 (o o I I I I I I I I r I I I [Ell � LllJ C L1 L1 C 0 -SPARE MH-C9) 4"C-SPARE (TO MH-C9) 1 E4A LE5d2 4" SPARE (TO DISTRIBUTION STAND C6) 4"C SPARE FTTI ��� C_' FTTOJ F I T I �- ��J I I I I I I 1 1 I I IQ CX I bII-10I' J 4" SPARE (FROM MH-6) N 4"C-3#750, #2G - 480V (VC-1/4 FROM MH-C8) OLDCASTLE 577-LA 4" SPARE (FROM MH-C8) F —I —I --i F__I —1-1 �I —1-1 � �I-1� I I a� xzI C, 00 �1�1 [TTI[TT] I_1 I I I I I I L I I I L I I I MANHOLE MH-C9 BUTTERFLY 4" SPARE (FROM MH-C8) 4" SPARE (FROM MH-C8) 4"C SPARE 30'x3/4" GRGuINu Nuu C fir, C �1 100 FTT] [TT] I I I I (2 I I I I I_I I I I I I L I I I (D- �`� L I I I MANHOLE MH-C10 BUTTERFLY OLDCASTLE 577-LA O N 4AIE502 LEGEND GENERAL NOTES 1. OVERALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBSTITUTIONS MUST BE APPROVED BY BOEING ENGINEERING 2. ALL CONDUIIT ENTRIES AND PENETRATIONS SHALL BE GROUTED PER MANUFACTURER'S REQUIREMENTS TO BE WATERPROOF. 3. CONTRACTOR SHALL SWITCH FROM PVC TO PVC COATED RIGID FOR ALL CONDUIT ENTRIES INTO VAULTS. REFERENCE DRAWINGS: 05-APRONC-E4-VC-1 SUBSTATION VC-1 ONE -LINE 05-APRONC-E4A PARTIAL SITE PLAN -POWER DISTRIBUTION 05-APRONC-E46 PARTIAL SITE PLAN -POWER DISTRIBUTION 05-APRONC-E111 480/277V POWER DISTRIBUTION 05-APRONC-El10 480/277V POWER DISTRIBUTION 1. THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E502R. ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 R-405652 CECASNEEngineering 3545 FACTORIA BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 Q SYM r REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 " C'L �4' of was�f �r� ACCEPTABILITY THIS DESIGN AND/OR UNAWN CASNE UAI t 08.20.15 SUBTITLE ELECTRICAL DETAILS -MANHOLE BUTTERFLIES CURRENT REVISION SYMBOL A DATE 02.08.19 CHECKED — APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 �G,�� CEC 08.20.15 SHEET E502 E27 BOE��� 1 L SPECIFICATION IS APPROVED P OVED BY DEPT. DATE "duo D 3 6� w� �� rsT — RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ENGINEER JEA 08.20.15 TITLE APRON C PARCEL 820 BUILDING 40-51 r A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED JOB NO. W3441886 COMP NO. 1 APPROVED0) ��'^ IONAL � Y�I ELECTRICAL MASTER YARD RENTON, NIA APPROVED DWG No. 05-APRON-C-E502 :v Ln O Lu LL Q N O N \ r N 1' N( CF ED LIGHT STANDARD WITH CONCRETE BASE SCALE: NTS 3/8" O.D E TENON Li ,LE LC r d FRONT VIEW 6.00" 7 P I /l K l /1 n 7 / fl » /l fl E10, E11I E505 co of? Ln TOP VIEW 00 4.50" m 0 N FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE WATTS LAMP TYPE/MFR LOCATION MOUNTING REMARKS SYMBOL F1 HIGH PRESSURE SODIUM FLOOD, 480 465 DOUBLE ARC —TUBE TYPE C40OS51/2 ED18/PHILIPS APRON C CROSS ARM TYPE A 1 LAMP 400 AKTRA AFS-400—A-480—FF2—TDB—PX1 F2 HIGH PRESSURE SODIUM FLOOD, 480 465 DOUBLE ARC —TUBE TYPE APRON C CROSS ARM TYPE B 400 AKTRA FS-400—B-480—FF2—TDB—PX1 C40OS51/2 ED18/PHILIPS 1 LAMP F3 RED, LED OBSTRUCTION LIGHT, DUAL DUAL FIXTURE 15 FIXTURE CROUSE—HINDS, L-810 SERIES, 120 2-7 LED APRON C POLE RTLDF/120-240 OWLFDR/120 F4 LED POLE LIGHT 280 VIPER VP—L-96NB-280-4K— 480 280 LED APRON C POLE I—❑ T5W-48OV—SP2—BZT F5 \L8j LED WALL PACK LITHONIA OLW14 208 18 LED APRON C WALL I—O F3 12° \L5j Fi a F3 F1 F1 400 15 40 400 F1 F2 LIGHTING 2 CONTACTOR I E506 ENCLOSURE � E51 r� LIGHTINGr2 S2� CONTACTOR 1 E506 ENCLOSURE 6'x6'x3' CONCRETE FOOTING CONCRETE CONCRETE — FOOTING FOOTING E505 FORKLIFT o FORKLIFT 2 EMBEDS EMBEDS E505 APRON STALL LIGHTING DETAIL — FRONT VIEW SCALE: N.T.S. LIVIC3LUJ 1 S283 APRON STALL LIGHTING DETAIL — SIDE VIEW SCALE: N.T.S. LIGHTING 2 CONTACTOR E506 ENCLOSURE CONCRETE FOOTING FORKLIFT EMBEDS 1 *oi Id 11 APRON STALL LIGHTING ENLARGED PLAN VIEW SCALE: N.T.S. 6'x6'x3' CONCRETE FOOTING E505 E505 FI CAP LIGHTING CC ENCLOSURE E10, E11 I E505 -X SECURITY CAMERA ENCLOSURE GENERAL NOTES STALL LIGHTING MOUNTING APRON STALL LIGHTING APRON STALL LIGHTING APRON STALL LIGHTING DETAIL — TYPICAL 5 DETAIL — FRONT VIEW 6 DETAIL — SIDE VIEW ENLARGED PLAN VIEW 8 SECURITY CAMERA DETAIL g SCALE: N.T.S. E505 SCALE: N.T.S. E505 SCALE: N.T.S. E565 SCALE: N.T.S. E10, E11 E505 SCALE: N.T.S. E360 E513 R-405653 ISSUE FOR CONSTRUCTION CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 REFERENCE F E B R U ARY 08 2019 BELLEVUE, WA 98006 7 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 ACCEPTABILITY CASNE08.20.1502.08.19 08.20.15 LIGHTING DETAILS THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED CEC 08.20.15 SHEET ENGINEER TITLE E505 E28 - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ® APPROVED BY DEPT. DATE PEA 08.20.15 APRON C PARCEL 820 CHECKED APPROVED APRON C JOB NO. COMP NO. W3441886 APPROVED ELECTRICAL MASTER YARD RENTON, WA DWG NO. 05—APRON—C—E505 0 w L) SYM Lq N L REVISION APRON C Cl PROJECT RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES * WIRING DIAGRAM SHOWN ON DRAWING 05-APRON-C-E524. TYPICAL STALL LIGHTING CONTROLLER PANEL LAYOUT SCALE: NONE 2 3/8" PIPE TENON AKTRA AF1000 SERIES, VERTICAL WALL MOUNT PART #: WB-1-TDB LEVITON 30A, 6 2-POLE, 10 SIN SWITCH, W/BOX PART # MS302 Ell0, 'Ell 1 E506 AKTRA AF1000 SERIES, 40OW, HIPS FLOODLIGHT, 480V, 10 PART #: AFS-400-A-480-FF2-TDB AKTRA AF1000 SERIES, WIRING BOX PART #: WB-5-TDB 12'-6" 3/4" ALUM CONDUIT 48" GRADE FIXTURE MOUNTING DETAIL SCALE: NONE BY APPROVED DATE W3441886 CASNE CEC 12.14.15 W3441886 CASNE DAT 12.19.16 SYM REVISION E 11 E506 SC5 VERTICAL SUPPORT 0RTHWEST LEG) EXTENDED. BY I APPROVED I DATE BILL OF MATERIALS ITEM MFG DESCRIPTION PART # O HOFFMAN 20"x20"x6", NEMA 4X STAINLESS STEEL ENCLOSURE W/CONT. HINGE A20H2OO6SS6LP O HOFFMAN 17"x17" STEEL PANEL BACKPLANE A20P20 O TORK 120V, SPST PHOTOEYE SWITCH IN DIE CAST ZINC HOUSING 2101 O EATON 480V:12OV, 500VA CONTROL POWER TRANSFORMER W/FUSE BLOCK C341JC O ALLEN- BRADLEY 50OLC MECHANICALLY HELD LIGHTING CONTACTOR 50OL-80093 C ALLEN- BRADLEY 800H, NEMA 4X TYPE 3-POSITION SELECTOR SWITCH (HOA) 800N-JR2A NAMEPLATE SCHEDULE ITEM LINE 1 LINE 2 LETTERING 1 CX STALL LIGHTING CONTROLLER WHITE CX=CORRESPONDS WITH SPECIFIC STALL (EXAMPLE: C1,C2) Q� BOE/NG C'- EATON CHAMP FM L-15 L, (2) 150W, LED CLASS 1, DIV 2 RATED FLOODLIGHT FAB-TECH LIGHT STAND (SEE SITE LI SPECIFICATIO CROUSE-H CPP516 XF EXPLOSION PROOF JUNCTION BOX PORTABLE CLASS 1, D V 2 LIGHT STAND SCALE: NONE REFERENCE ACCEPTABILITY CASNE THIS DESIGN AND/OR CHECK[ SPECIFICATION IS APPROVED CEC ENGINE APPROVED BY DEPT. I DATE JEA 41 L SUBTITLE 08.20.15 08.20.15 TITLE 08.20.15 ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 LIGHTING DETAILS APRON C PARCEL 820 11 C E10, E11 E506 R-405654 CE CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 02.08.19 SHEET E506 E29 JOB NO. COMP NO. W3441886 RENTON, WA DWG N0. 05-APRON-C-E506 Al ELECTRICAL MASTER APRON C YARD 0 0 14- NEMA 4X SS 60A, NEMA _30A, EMA 8x8 W REWAY NON-FUSED4D1 CS [_NON-FUSED, 30ANEMA4DISC ENCLOS DSS 200A,M CIRCUIT S 8x8 W REWAY LNON-FUSED4X NEMA 4X SS 60A, NEMAD1 CS NON-FUSED4D1 CS 30 LEGEND BREAKER , 4" CONDUIT BODY ENCLOSED CIRCUIT BREAKER 100 (SIZE AS NOTED) NEMA 4X SS 200A 200A 200A 480V TAP BOX ENCL ENCL ENCL EQUIPMENT DISCONNECT BRKR O O BRKR BRKR O O GROUND NEMA 4X SS 0 0 120V, 20A DUPLEX (TYP) o 0 120V, 20A DUPLEX (TYP) BONDING PLUG 60 (SIZE AS NOTED) 480V TAP BOX i JOA JOA 30A 30A 60A 60A 30A 30A O O 120V, 20A, XP RECEPTACLE am em 3m MA O O 120V, 20A, XP RECEPTACLE �" �" PART � CP5152 PART � CPS152 NEMA 4X 480V PANELBOARD SS ENCLOSURE • z°°" 225A, 30, 4W, 30 CIRCUIT 2 CU GND XP CONDUIT SEAL OFF - ALUMINUM ALUMINUM - XP CONDUIT SEAL OFF BACKPLANE CLASS 1, DIV 2 BACKPLANE IT ----------------------- ----------------------------------------------- - ------ BOUNDARY � MARATHON GENERAL NOTES BLOCK 06 MARATHON ALL DISTRIBUTION CENTER EQUIPMENT SHALL BE NEMA PHASE 8 00 00 00 00 00 00 00 000 BLOCK TYPE 3R EXCEPT AS NOTED. C2 C3 POWER ISLAND - SOUTH ELEVATION 1 C2 C3 POWER ISLAND - NORTH ELEVATION 2 (PHASE) 1451586 O O O O O O O O (GROUND) ALL CONDUITS PASSING THROUGH HAZARDOUS SCALE: 1/2"=1'-0" E60,E61,E110,E111 E508 SCALE: 1/2"=1'-0" E60,E61,E110,E111 E508 LOCATIONS TO HAVE SEAL OFFS INSTALLED NO LESS A B C G THAN 18" ABOVE GRADE. NON-CONDUCTIVE 400A, 480V, 30 2"C, 3#3/0, #6G BACK PLANE CIRCUIT Q 0 4" CONDUIT N TAP BOX CD GROUSE E-HINDS BUSHING (TYP) 2 o PART #ARL2042 E508 0 0 N 3 200A 200A 60A 30A 60A 30A \ 4" RGS _ E508 225A) 1 "C, 3#4, #8G ALUMINUM (TYP) CDSERIES1 C, 3#4, #8G / DRAIN PLUG CD a CROUSE-HINDS CD ALUMINUM CROUSE-HINDS a PART #AR642 TAP BOX- STRUT SUPPORT 480V PANELBOARD PART #AR642 Q 48 0� TAP BOX - D ETA L(aE90:8)REFERE CE DRAWINGS 225A, 30, 4W, 30 CIRCUIT oQ SCALE: 1"=1'-0" 05-APRON-C-E60 CROUSE-HINDS CROUSE-HINDS ao PART #AR342 200A, NEMA 4X SS 05-APRON-C-E61 ENCLOSED CIRCUIT 05-APRON-C-El10 PART #AR342 �� o BREAKER NEMA 4X SS 30A, NEMA 4X SS 30A, NEMA 4X SS 05-APRON-C-El o "' 8x8 WIREWAY NON -FUSED DISC NON -FUSED DISC 200A 60A 60A 30A 30A E508 �' 3/4"C, 3# 10, #10G 3/4"C, 3#10, #10G NEMA 4X SS 4" CONDUIT BODY A C 2/ C 3 POWERISLAND - ENLARGED PLAN 4 PANELBOARD SCALE: 1 /2"=1'-0" E60,E61,E110,E111 E508 C 2 C 3 POWER ISLAND - O N E L N E DIAGRAM 5 ENCCL ENCL 0 0 120V 20A DUPLEX TYP BRKR BRKR O O (TYP) SCALE: 1 /2"=1 '-O" E508 480V TAP BOX-.--- 60A 60A 30A 30A 120V, 20A, XP RECEPTACLE �, �, �, �, O 0-.- PART #CPS 152 A 400A, 480V, 3� imw CIRCUIT 1-1/2"C, 3#1, #6G 480V PANELBOARD 200A, NEMA 4X SS NEMA 4X SS 30A, NEMA 4X SS 30A, NEMA 4X SS XP SEAL OFF - ALUMINUM 150A, 30, 4W, 24 CIRCUIT ENCLOSED CIRCUIT 8x8 WIREWAY NON -FUSED DISC NON -FUSED DISC TAP BOX i �� 400HZ CONVERTER BACKPLANE_ _ _ _ _ _ _ _ _CLASS 1, DIV 2 BREAKER BOUNDARY CONSTRUCTION NOTES 125A POWER ISLAND C4 ONLY --- 00 200A 2"C, 3#/0, #8G 1. THIS DRAWING REFLECTS THE END RESULT OF I I � THE DEMOLITION PROCESS OF DRAWING E508R. 150A) 1 "C, 3#4, #8G I ENCL I ENCCL 0 0 120V, 20A DUPLEX (TYP) 480V TAP BOX i i BRKR i BRKR 60A 60A 30A 30A O O C 5 POWER STAND ELEVATION 6 I I O O 120V, 20A, XP RECEPTACLE 60A CROUSE-HINDS SCALE: 1/2"=1'-O" E508 I I �" �" �" �" PART #CPS152 �� PART #AR642 I 60A I 400A, 480V, 30 XP SEAL OFF - I I ALUMINUM 4­0CIRCUIT 2"C, 3#3/0, #6G I I BACKPLANE PART #AR342 - - CLASS 1, DIV 2 30A CROUSE-HINDS I - - - - - - - - BOUNDARY TAP BOX �I GROUSE -HINDS 0o I I� POWER ISLAND L 30A 200A PART #ARL2042 I I C4 ONLY NEMA 4X SS 3/4"C, 3#10, #10G �� CROUSE-HINDS PANELBOARD 200A PART #ARL2042 1 "C, 3#4, #8G C1 C4 POWER ISLAND - ELEVATION 7 - 1150A SCALE: 12"-1 ' -o" ) I E508 Cl , C 4 POWER SAND O N E L I N E DIAGRAM 8 / SCALE: 1 /2 =1 -0 E568 I 60A CROUSE-HINDS PART #AR642 3 BATTERY CHARGER l 0*f E508 E513 480V PANELBOARD 3 60A POWER ISLAND 150A, 30, 4W, 24 CIRCUIT E508 I C4 ONLY ALUMINUM ALUMINUM 30A I PART CROUS AR34 STRUT DS SUPPORT STRUT SUPPORT I �� # 480V - 480V L 30A TAP BOX- TAP BOX- 480V PANELBOARD 150A, 30, 4W, 24 CIRCUIT NEMA 4X SS 3/4"C, 3#10, #10G I PANELBOARD I 125A I 200 60 0 60 0 200 200 60 0 60 0 C 5 POWER SLAND- O N E L N E DIAGRAM 1 1 7 6 SCALE: 1/2"=1'-0" E508 E508 E508 0 R-405655 C1 C4 POWER ISLAND - ENLARGED PLAN g C5 POWER STAND - ENLARGED PLAN(To ISSUE FOR CONSTRUCTION SCALE: 1 /2"=1'-O" E60,E61,E110,E111 E508 SCALE: 1 /2"=1'-O" E60,E61,El 10,E111 E508 ffCASNEEngineering F E B R U A RY 0 8, 2 019 3545 FA BELL BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191- 027 DRAWN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �4� of WASL�l� ACCEPTABILITY CASNE D01.20.16 ATE SUBTITLE ELECTRICAL DETAILS - POWER DISTRIBUTION CURRENT REVISION - SYMBOL A DATE 02.08.19 - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 C) �� '���� THIS DESIGN AND/OR CHECKED STANDS & RECEPTACLE ISLANDS SPECIFICATION IS APPROVED SHEET - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 �� ® ENGINEER TITLE APRON C PARCEL 820 E508 E30 P OVED BY DEPT. DATE DAT 01.20.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED d� 35276 APPROVED APRON C JOB NO. COMP NO. 0 ISTER� W3441886 �SSIONAL 1 I APPROVED ELECTRICAL MASTER RENTON, WA r G NO. 05-APRON-C-E508 2 3 (D U I 00 O Lo w I U Z O w IL Q I U) O 1-11 U) rn c 3 v 0 I O E aD 0 O N 00 N U L O a_ U c O i a Q a� O m J O N O I rn rn / 0 U N O L a_ / co W / E U O 0 v / A .z LEGEND ZI ENCLOSED CIRCUIT BREAKER (SIZED AS SHOWN) 1ODA GENERAL NOTES 1. ALL DISTRIBUTION CENTER EQUIPMENT SHALL BE NEMA TYPE 3R EXCEPT AS NOTED. REFERENCE DRAWINGS CONSTRUCTON NOTES ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� LL of was�'r lr� ACCEPTABILITY C) �� ��� THIS DESIGN AND/OR UNAWN B.ARZADON UAit 01.22.15 SUBTITLE POWER STAND PSC6 DETAILS - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 CHECKED C. CLUTE 01.22.25 ® SPECIFICATION IS APPROVED P OVED BY DEPT. DATE ti 35276 I STERN - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ENGINEER ER 01.22.15 TITLE APRON C PARCEL 820 APRON C A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED APPROVED �SSIONAL ��1 II APPROVED 2 ELECTRICAL MASTER 1. DISTRIBUTION STAND DSC6 HAS BEEN REMOVED. R-405656: ECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET E508-C6 E31 JOB NO. COMP NO. W3441886 DWG N0. RENTON, WA 05—APRON—C—E508—C6 P CONDI EAL OFF 0 Q0 I_� XP CONDUIT SEAL OFF - 4" ALUMINUM 00 RIGID CONDUIT 2"C, 4#1/0, #6G STEEL SUPPORT STAND T 8x8 WIREWAY LVH LVH ENCLOSED CIRCUIT BREAKER '5-W409ON01 =walII WIN r,i\\1d=5ZWTM _)U-\LL. I —I —V L NEMA 4X SS WIREWAY PSC7-1 150A, 120/208, 3� F N I I AID(-`Fn DI ANI \/IFM E10,E11,E60,E61,E110,E111 I E508-C7 SEE 120/208V PLANS 45KVA NEMA 3R TRANSFORMER 3/4"C, 3#6, #8G 2 E508 _______CLASS 1 DIV 2 BOUNDARY zn" 480V TAP BOX SCALE: 1 "=1'-O" - DETAIL 400AT ) 4"C, 3#750, #2 GND 3/4"C, 3#6, #8 GND 45KVA TRANFORMER 480: 208/ 120V 2"C, 4#1/0, #6 GND LEGEND Z-I ENCLOSED CIRCUIT BREAKER (SIZED AS SHOWN) 1ODA GENERAL NOTES 1. ALL DISTRIBUTION CENTER EQUIPMENT SHALL BE UND NEMA TYPE 3R EXCEPT AS NOTED. DING PLUG 0 -CONDUCTIVE K PLANE 3/4"C, 3# 10, # 10G PARKING LOT LIGHTS 3/4"C, 3# 10, # 10G STALL LIGHTING Ilk REFERENCE DRAWINGS CONSTRUCTION NOTES 1. DISTRIBUTION STAND DSC7 HAS BEEN REMOVED. °' DISTRIBUTION STAND DSC7 - ELEVAT ON 2 DISTRIBUTION STAND - DSC7 ONES NE - 4 E „ SCALE: NONE 508-C SCALE: 1 - -1 -0 508-0 v R-405657 n n v Q ISSUE FOR CONSTRUCTION CASNEEngineering CE 3545 FACTORIA BOULEVARD SE., SUITE 200 F E B R UARY 08, 2019 BELLEVUE, WA 98006 (425) 522-1000 WWW. CASNE COM JOB NO. 191- 027 l DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE < SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE `� L Y was�,I �� ACCEPTABILITY J.BAILEY 06.22.12 POWER STAND P 7 A 02.08.19 APRON B REACTIVATION — RECORD DRAWING 1131966 HGI ROG 12.13.13 �`� � THIS DESIGN AND/ORRO CHECKED � — � � P.TSCHERNEGA 08.17.12 DETAILS SPECIFICATION IS APPROVED SHEET V — RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 ® P OVED BY DEPT. DATE T.SAVINO 08.17.12 TITLE APRON C PARCEL 820 E508-C7 E32 A APRON C PARCEL 820 CASNE CEC 02.08.19 CHECKED APRON C 35276 J.HOUSEL 08.14.12 �j APPROVED JOB N0. COMP N0. ��'�, ISTER� 1� R.GWINN 08.17.12 W3441886 SSjONAL E�� I APPROVED ELECTRICAL MASTER RENTON, Wq DWG No. 05-APRON-C-E508-C7 V 2 Li') O 0 3 0 w I U Z O cif Lo O U 0 0 I O E 0 0 N 00 L 0 U c O a Q O m J O 0 N 0 I i U 0 w E U O 0 0 X PEDESTAL MOUNTED BADGE READER +60 o TURNSTILE +60 I OPERATOR 72 co TURNSTILE CONTROLLER (2)1"C.0. O co E X Y I — — r1C.OADA DOOR Y OPERATOR —�—---- I72 " )"1„ (3)1"C.O. (2)1"C.O. (2(2)1C.0. co I I � � I Il - - - - - - -------------I--------1 I - - - - - - ------------ -- ------ 1 cl cn --------------------------- ------ 05-430/3B 3/4"C, 2#10, #10G I PEDESTAL MOUNTED I BADGE READER — TO BUILDING — — 05-430 co �71 "PVC, C.O. cn LIGHT POLE (BY OTHERS) FIELD VERIFY LOCATION ENLARGED TURNSTILE PLAN - 760 PARCEL �LLE: �-- = 2- -- -- -- -- -- -- — . -- -- _E61 I nTURNS I 72„ ADA DOOR OPERATOR A, x O O Y X Y (2)1'C.O. (2)1"C.O. r I I I 1(2)l 72„ "C.O. 1 "C.O. ---� C 1 " PVC, C.O. I �I j rt— 1 "PVC, C.O. (2)1 PVC, C.O. II (-----------------„ ---------------J— ---�� PSC7-1/8a I I I 34"C, 2#12, #12 GND ENLARGED TURNSTILE PLAN - 820 PARCEL SCALE: 1 " = 2' TURNSTILE OPERATORS AND 120V POWER (BY OTHERS) - MIK0610111111111 AUTO DOOR OPERATOR (BY OTHERS) JUNCTION BOX E3601 E51'0 ARMORED LOOP 3'x3' HOFFMAN II NEMA 1 II ENCLOSURE IT II II ELECTRIC STRIKE II I II II I I II II I I I I II II II II II II I II t I TO CARD READERS II A CONCRETE MANUFACTURER ON UNSECURE SIDE----------- II RECOMMENDED (102"X72"X41j) TO POWER — ----------- SOURCE TURNSTILE ELEVATION VIEW - 760 PARCEL' SCALE: NTS SYM REVISION BY APPROVED DATE SYM - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 A APRON C PARCEL 820 CASNE CEC 02.08.19 REVISION 4 XX E510 SURFACE MOUNTED DOOR CONTACT BY I APPROVED I DATE X --------------- _ — _ G _ _ _ PEDESTAL ISO — — x _ _ G — — — GE READER— I+18 E__-- G ----- 96„--- »_ G-- G I �1"PVC, C.O. E_-- E --- E- _ G -- _-- E E _- E - - - - E E 3/4" LOOP CONDUIT #4/0 1 II I I I I I GROUND I I I GROUND LOOP I I - T �� LOOP 6'X7'4" I I 6'X7'4" l 1 I l 1 II I SLIDING GATE I I I 3/4" LOOP CONDUIT #4/0 11 I I� I (2) 3/4" LOOP CONDUIT #4/0 +18" j PHOTO EYE + 1 /2" PHOTO EYE CONDUIT x x ' 1 /2" PHOTO EYE x I I I CONDUIT PHOTO EYE I I I x+ 18„I I i 1 "PVC, C.O. x ' 1 "PVC, C.O. I I x I 1 "C. 2# 12, x #12G I III I III 1x III 1 III I x III III 1 III I III I PHOTO EYE X 1 j I I + 18" 1 x PEDASTAL MOUNTED x BADGE READER 72 +42' I j ADA DOOR ll +42" OPERATO I I I I I 1 "PVC, C.O. TURNSTILE CONTROLLER I I PNL 05-430/5c PNL 05-430/11c 3/4"C, 2# 12, # 12G 3/4"C, 2# 12, # 12G -- — — — — - --- Q� BOE/NG` C'- 1 " C.O. 1 "PVC, C.O. (3)1 "PVC, C.O. (2)1„ C.O. DETAIL 2 SCALE: 1 " = 2' E61 E510 �4`� of UKAWN WAsk L�r?, ACCEPTABILITY C. ALLISON lc!�N THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED I D ► PkROVED BY DEPT.I DATE N IN 35276 cv`� oIST �� SjONAL�����Q 2 LEGEND ►I DATA DROP/BADGE READER a PEDESTAL MOUNTED DATA DROP/BADGE READER �O 120V, 10 MOTOR 0� CAMERA GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY—FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 6. ALL DIRECT BURIED CONDUIT SHALL BE SHEDULE 80 CONDUIT. SWEEPS WHICH ENTER THE EARTH SHALL BE PVC COATED RIGID STEEL. 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PAINTED RIGID GALVANIZED STEEL. PER THE SPECIFICATIONS. 8. ALL POWER CONDUCTORS SHALL BE XHHW. 9. PROVIDE EXPLOSION PROOF SEAL —OFFS ON ALL CONDUIT ENTERING OR EXITING THE EARTH IN, OR PASSING THROUGH THE HAZARDOUS AREA. 10. ALL CONDUCTORS INSTALLED OUTDOORS SHALL BE XHHW. A REFERENCE DRAWINGS .CONSTRUCTION NOTES THIS DRAWING REFLECTS THE END RESULT OF THE DEMOLITION PROCESSES OF DRAWING E510R. ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 4TE SUBTITLE 07.15.15 ELECTRICAL DETAILS - AMS AND SLIDING GATE TITLE APRON C PARCEL 820 R-405658 CECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98005 (425) 522-1000 WWW. CASNE. COM JOB NO. 191-027 CURRENT REVISION SYMBOL DATE A 02.08.19 SHEET E51 0 E33- I APRON C JOB NO. COMP NO. W3441886 ELECTRICAL MASTER RENTON, WA DWG NO. 05—APRON—C—E510 3 v w I U Z O Q I u) O cn 3 v 0 I 0 E 0 0 0 N 00 N v U 0 a Q a� 0 00 O N O I i i U -2 2' 1-1 .: 0 E U 0 0 0 v x n Lo N HEAT TRACE TO SHOWER PIPE 3/4" SEAL (AL) Fco LINE VOLTAGE C o ADJUSTABLE 0 0 SETPOINT TSTAT - EXP 0 PROOF JBOX 0 0 3/4" SEAL (AL) O O 4"" PVC COATED 18" RIGID CONDUIT (TYP) °Q ° 1° ° a ° ° a4 ° I i° ° m iI° s °1 °I 41 °I ° ° °I x 4 °I ly n ° °Q 1° I. ° 4 I 1 1 � FROM 120VAC PANEL �i� �� �� 4 � ° 4 4 ADJACENT MECH VAULT I00VNIIIIIIIFJ��1,\IIIIIIIIIIIIIIIIIIIN !I9NrIIIIIIIIIIIIIIIIIIINIOWN M!Ff1!ZOANMITS0FZ��MUM101NL�l Am!lal\wf1 SCALE: NONE n TO NEXT MECH VAULT APRON C HEAT TRACE WIRING (TYP SCALE: NONE E511 SYM REVISION BY APPROVED DATE SYM APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 CASNE CEC 02.08.19 (TYP) n E60, ' E61J E51' 1 REVISION MECHANICAL VAULT (TYP) 2 0 0 EXP J I PROOF JBOX O 0 0 3/4" SEAL (AL) END TERMINATION (TYP) MPER(S) REMOTE(S). BY I APPROVED I DATE 3/4" SEAL O �5 FOR MECH PIPES 3/4"LTF, 3# 6, # 1 I WATER (36KW) PSC6-1/8a 1 "C, 3#6, #1 CIRCULATING f Q� BOE/NG 101 Q m O ❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑ 1 /4" ALUMINUM PLATE BACK TO BACK ALUMINUM STRUT (TYP OF 4) 24" FLOOR BASE 3 1 /4" © 400HZ CONVERTER ELEVATION 3 SCALE. NONE t601 E51 1 TO DSC6 PVC, 3#6 #10G T T PSC6-1/8a,10b� 1 "C, 4# 12, # 12G (750W) ENLARGED PLAN 4 SCALE: 1" = 1'-0" E10, E60, E'l 101 E511 REFERENCE ACCEPTABILITY C. ALLISON THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. I DATE 41 t SUBTITLE 07.15.15 TITLE ELECTRICAL MASTER LEGEND EQUIPMENT CONNECTION $M MOTOR RATED SNAP SWITCH DISCONNECT $ LIGHTING SWITCH 9 HUBBELL 5262 DUPLEX RECEPTACLE LO 60A DISCONNECT SAFTEY SWITCH (SIZE AS NOTED) NF O 4x4 SQ. J—BOX ® 1 x4, 32W, T8, 2—LAMP FLUORESCENT STRIP LIGHT WITH INSTANT START BALLAST LITHONIA PART # 2AL-2-32—MVOLT—GEB101S LITHONIA OWL14 LED WALLPACK WITH PHOTOEYE GENERAL NOTES 1. ALL NEW STRUCTURES AND FACILITIES ARE PARALLEL AND PERPENDICULAR TO EAST BOEING LEASE LINE AT BEARING N4°48'53"W. 2. PER IFC 2009, CHAPTER 11, AVIATION FACILITIES: AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY—FIVE FEET (7620 MM) FROM BUILDINGS OR STRUCTURE OTHER THAN JET BRIDGES; AND FIFTY FEET (15,240 MM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C501 AND THE SPECIFICATIONS. 4. CONTRACTOR SHALL SUBMIT BORING PLANS AND PROFILES TO DESIGN TEAM FOR APPROVAL PRIOR TO MOBILIZING. 5. CONTRACTOR SHALL PROVIDE THOROUGH LOCATE SERVICE FOR ALL AREA'S IN BORE OR TRENCH PATH. 6. ALL DIRECT BURIED CONDUIT SHALL BE SHEDULE 80 CONDUIT. SWEEPS WHICH ENTER THE EARTH SHALL BE PVC COATED RIGID STEEL. 7. ABOVE GRADE EXPOSED CONDUIT SHALL BE EITHER RIGID ALUMINUM OR PAINTED RIGID GALVANIZED STEEL. PER THE SPECIFICATIONS. 8. ALL POWER CONDUCTORS SHALL BE XHHW. 9. PROVIDE EXPLOSION PROOF SEAL —OFFS ON ALL CONDUIT ENTERING OR EXITING THE EARTH IN, OR PASSING THROUGH THE HAZARDOUS AREA. CONSTRUCTION NOTES PROVIDE AND INSTALL 3/4" EXPLOSION PROOF SEAL —OFFS ON ALL CONDUITS. PROVIDE AND INSTALL FACTORY EXPLOSION PROOF JBOXES FROM HEAT TRACE MANUFACTURER. PROVIDE RAYCHEM ADJUSTABLE TSTATS. ® USE PVC —COATED RIGID CONDUIT FOR SWEEPS AND VAULT ENTRY. PROVIDE SELF REGULATING HEAT TRACE ON SHOWERS AND VAULT PIPES. © PROVIDE ELEVATED PLATFORM FOR 400HZ CONVERTER, AS SHOWN, TO ALLOW FOR INCOMING CONDUITS TO HAVE EXPLOSION PROOF SEALS AND TO KEEP THE UNIT ABOVE THE CLASSIFIED ELEVATION (18" ABOVE GRADE). PROVIDE NEMA 3R RATED, NON —FUSED EQUIPMENT DISCONNECT. MOUNT BOTTOM. ® PROVIDE LIGHTING FIXTURE. MOUNT CENTERED ABOVE DOORWAY. PROVIDE SURFACE MOUNTED FLOURESCENT LIGHTING FIXTURE AND LOCAL AREA LINE VOLTAGE SWITCHING. 10 PROVIDE ELECTRICAL CONNECTION TO MECHANICAL EQUIPMENT. 11. COORDINATE EXACT LOCATION OF EQUIPMENT WITH BOEING CONSTRUCTION MANAGER. R-405659= ISSUE FOR CONSTRUCTION ECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 F E B RUARY 08 2019 BELLEVUE, WA 98006 f (425) 522-1000 WWW. CA SNE. COM JOB NO. 191- 027 ELECTRICAL DETAILS APRON C PARCEL 820 APRON C CURRENT REVISION SYMBOL DATE 02.08.19 SHEEP JOB NO. DWG NO. RENTON, WA E51 1 E34 W3441886 COMP N0. 05-APRON-C-E511 3 Lo w I U Z 0 Q I 0 �3 v L I CO C O N 00 U v d U 0 L a Q 0 0 m J 0 0 N 0 I i rn i U N O Ld w 0 U 0 U m 0 v 0 r N SCISSOR LIFT CHARGING STATION SCALE: 1 1 /2"=1'-0" E60,E61 1 E513 HANGER E508 QTY ITEM NO. MANUFACTURER PART NUMBER DESCRIPTION MATERIAL CODE SOURCE 2-9 NOT USED - 1 SCISSOR LIFT CHARGING STATION 1 17 HOFFMAN A36P30 PANEL 1 16 HOFFMAN APWK138NF WINDOW 2 15 BUSSMAN KTK-15 FUSES, LIMITRON 600V 1 14 HOFFMAN A36R3012HCR ENCLOSURE, NEMA 3R 2 13 SUPER-TREX 55420 ENCLOSURE PENETRATION STRAIN RELIEF, CABLE MESH 1 2" KNOCKOUT KORD- GARD 2 12 TREX-ONICS 60634 15' RETRACTILE CORD, 16/3 ULTRA- COIL2 11 SKY JACK 116039 CONNECTORS EQUIPMENT ENGINEERING 2 10 QUICKCHARGE COREERING OBAE24V/40 ON BOARD BATT CHARGER 1 17VAC/10A ENGINMENT ER NG 2 9 ABB 1SNA892461R1500 DIN RAIL MOUNTED, 15A, 120V DUPLEX SYM REVISION BY APPROVED DATE SYM - APRON C Cl PROJECT W3441886 CASNE CEC 12.14.15 - RECORD DRAWING-737 MAX FLIGHTLINE UTILITIES W3441886 CASNE DAT 12.19.16 POP RIVET REVISION I BY I APPROVED I DATE NIr1TCC. 1. MAKE FROM AVAILABLE STAINLESS STEEL STOCK. 2. TOLERANCE = ±1/4" R3/4" 4 PLCS 13/16" PLCS 1/ ELECTRICAL CABLE HANGAR SCALE: 6"=1'-0" R 1 /4" E508IE508 HOFFMAN ENCLOSURES, INC. A36R3012HCR HOFFMAN 3R BOX SCALE: 6"=1'-0" Q� BOE/NG C'- E508IE508 I REFERENCE ACCEPTABILITY CASNE THIS DESIGN AND/OR CHECK[ SPECIFICATION IS APPROVED CEC N IN APPROVED BY DEPT. I DATE JEA OIL SUBTITLE 08.20.15 08.20.15 TITLE 08.20.15 ELECTRICAL MASTER LEGEND NOT USED. GENERAL NOTES THERE ARE 5 SCISSOR LIFT CHARGING STATION LOCATIONS ON RTN-F APRON B. LOCATIONS ARE ADJACENT TO DISTRIBUTION CENTER. REFERENCE DRAWINGS NOT USED. CONSTRUCTION NOTES ISSUE FOR CONSTRUCTION FEBRUARY 08, 2019 ELECTRICAL DETAILS APRON C PARCEL 820 APRON C YARD JOB NO. RENTON, WA DWG N0. R-405660 CECASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 191-027 02.08.19 E513 E35 COMP N0. W3441886 05-APRON-C-E513