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HomeMy WebLinkAboutzR-3865Set737 MAX FLIGHTLINE UTILITIES - APRON B Cl PROJECT PROJECT LOCATION VICINITY MAP LEGAL DESCRIPTION GENERAL NOTES LAKE WASHINGTON /J 4-6 9� P 4-77 4-47 4-70 � 4-71 4-84 LOT 7 F`— 4-93 PUGET SOUND ENERGY 5=09 AIRFIELD NORTH L � �F N CV PROJECT 60 1 /% /1 A T I /'\ \ 1 PLAN VIEW SCALE 1 " = 600' SYM I REVISION BY APPROVED A 1737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECTW3441886 RT TWN DATE 11.11.15 SCALE: NONE N z O LR ci. TO EVERETT UKILTEO FN -ER -9-T] 2 LYNN OD DMOND o BOTHELL 2 99 DES / KIR LAND RE MOND o ti 2 TTLE 3 BE EVUE 90 BCS 90 5 ISSAQUAH �l W. ENTON 1� 65 \ N KENT PROJECT SITE _AUBURN OJECT SUMMARY BOEING COMMERCIAL AIRPLANE 1. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA; PARCEL _I_ 80 THIS DESIGN AND/OR SPECIFICATION IS APPROVED AND SECURITY REGULATIONS. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR CITY OF RENTON, KING COUNTY, WASHINGTON APPROVED BY OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS -------------------------------- �4 ��I �\� 0NAL �� \\I AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER . THE FOLLOWING DESCRIBED TRACT OF LAND IS THE RESULTANT CONSOLIDATION OF RECORD CHECKED R. GHIGLIANO TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION AND PUGET SOUND 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION, COVERED IN THE PIONEER TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE NATIONAL TITLE INSURANCE COMPANY, LIMITED LIABILITY REPORTS NUMBER A-253802, APPROVED R. GWINN ENGINEER OF RECORD HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR A-2538031 A-253804, UNIT 13, DATED JANUARY 11, THROUGH JANUARY 21, 1980. DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR Oki ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ENGINEER THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF GOVERNMENT LOTS OF RECORD HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY 11 2 AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN THE CITY OF RENTON, KING PERSONS AT THE PROJECT SITE. COUNTY, WASHINGTON; AND OF C.H. ADSIT'S LAKE WASHINGTON PLAT AS RECORDED IN VOLUME 8 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; AND OF BLOCK 3. SALVAGE REMOVED MATERIALS WHEREVER PRACTICAL. PROVIDE NEW MATERIALS FOR C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS, AS RECORDED UNDER CONSTRUCTION WHEREVER INSUFFICIENT SALVAGED MATERIAL HAS BEEN RETAINED. KING COUNTY AUDITOR'S FILE NUMBER 5927582; AND OF CERTAIN SHORE LANDS OF LAKE UNLESS NOTED OTHERWISE, ALL NEW WORK SHALL MATCH EXISTING IN LINE AND ELEVATION. SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY UDO NESSE UNDER SHOULD THESE LINES AND ELEVATIONS CONFLICT WITH THE LINES AND ELEVATIONS SHOWNWASHINGTON KING COUNTY SUPERIOR COURT CAUSE NUMBER 156371; AND OF VACATED LAKE ON THE DRAWINGS, CONTACT THE ENGINEER IMMEDIATELY. WASHINGTON BOULEVARD (FORMERLY PARK STREET); AND OF THE ABANDONED BURLINGTON NORTHERN INC. RAILWAY (FORMERLY NORTHERN PACIFIC RAILWAY) RIGHT— OF—WAY. 4. CONTRACTOR—INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES PARCEL II -80 SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. CITY OF RENTON, KING COUNTY, WASHINGTON_ 5. WORK SHALL CONFORM WITH ALL APPLICABLE CODES AND REGULATIONS. THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE ALL ACOUSTIC TILE CEILINGS AND SUSPENSION SYSTEMS SHALL BE INSTALLED IN BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE INSURANCE COMPANY, LIMITED LIABILITY REPORT A-253196, DATED JANUARY 21, 1980. (IBC) 2012 EDITION AS ADOPTED BY THE CITY OF RENTON. ALL OPENINGS, THROUGH—PENETRATIONS, AND MEMBRANE PENETRATIONS IN WALLS, ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON PARTITIONS, FLOOR OR CEILING ASSEMBLIES SHALL BE CAULKED OR SEALED UNLESS COORDINATE SYSTEM, NORTH ZONE. 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 THAT PORTION OF GOVERNMENT LOTS 11 2 AND 3 AND THE SOUTHEAST QUARTER OF APPROPRIATE, -LISTED, FIRE RESISTANCE RATED DESIGN. THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT SLAB OPENINGS REMAINING IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. AFTER INSTALLATION OF DUCTS, PIPING, AND CONDUITS HAVE BEEN FILLED TO THE THICKNESS OF THE SLAB PENETRATED WITH MATERIAL NECESSARY TO RETAIN THE FIRE PARCEL III -80 ------------- RATING OF THE FLOOR. CITY OF RENTON, KING COUNTY, WASHINGTON_ 6. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS SHALL INCLUDE THE DESIGNINGPROFESSIONAL THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY TH COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR INSURANCE COMPANY, LIMITED LIABILITY REPORT A-253195, DATED JANUARY 21, 1980. LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE OUT ON DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL SYSTEM NORTH ZONE. LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLI_ UPON REQUEST. THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUARTER OF Q SECTION 8, TOWNSHIP23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. 7 CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINAT 0 OF ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL WORK. ARCHITECTURAL, i STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. g. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER !WFS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN DESCRIPTION OF WORK: NEW CONSTRUCTION ON APRON B CONSISTS OF INSTALLATION OF ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. UTILITIES TO SUPPORT A NEW SUPER CREW AND CREW SHELTER. CODES.: 2012 IBC AS ADOPTED BY THE CITY OF RENTON -�� 2012 IFC AS ADOPTED BY THE CITY OF RENTON WORK INCLUDES RE—PAINTING EXISTING APRON B AIRPLANE 9. INFORMATION WHICH APPEAR AS BACKGROUNDS ON DRAWINGS ARE FOR THE PURPOSE ONLY • - 2012 NEPA AS ADOPTED BY THE CITY OF RENTON OF ILLUSTRATING GENERAL CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR DIRECTIONAL GUIDE LINES ON EXISTING CONCRETE PAVING IN PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. - -�- POSITIONS B-4 AND B-5. � OCCUPANCY GROUP: N/A REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. . PROJECT COST: TBD EXISTING CONDITIONS SHOWN ARE FROM CURRENT AVAILABLE INFORMATION INCLUDING CONSTRUCTION TYPE: N/A EXISTING DRAWINGS AND SOME ON—SITE INVESTIGATION. CONTRACTOR IS TO VERIFY CONTRACTOR: GLY- CONSTRUCTIONDIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR 200 11 TH AVE NE STE 300 LOCATION ON PROPERTY: N/A{'' THE JOINING OF THEIR WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON 2 , BELLEVUE, WA 98004-5878DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE PO BOX 6728 FLOOR AREA (ACTUAL): N/A CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY TO OBTAIN DIRECTION PRIOR TO BELLEVUE, WA 98008-0728 START OFA AFFECTED WORK. 451-8877 A V�VFf TM � O�(425) BUILDING HEIGHT. N/ STANDARDS 1 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS SITE ADDRESS: PERIMETER ROAD WEST, RENTON, WA. 98055 A ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, STORIES: N/ � . �_ �� ATE; R AILS F C RVA Y 45 SIMILAR DET 0 CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL L B OWNER: BOEING COMMERCIAL AIRPLANES, SEATTLE DISTRICT FIRE PROTECTION: N/A � .f. �,� � L THE ARCHITECT AND THE STRUCTURAL ENGINEER. REPETITIVE FEATURES NOT FULLY SHOWN P.O. BOX 3707, M/S: 1W-10 OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. SEATTLE, WA. 98124-2207 DESIGN LOADS: N/A A:_ DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE WALLS, METAL STUDS, .. ( SAT Sawl a a -- L5- AND TO THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. OWNER CONTACT: MARK CLEMENT 206 617-2944 HORIZONTAL DATUM: NAD 83/91 OWNER TO PROVIDE EXISTING SOILS REPORTS AND BORING DATA FOR USE BY THE GENERAL VERTICAL DATUM: NGVD 29 KING COUNTY PARCEL NO 0723059007 CONTRACTOR. RENTON ZONING CODE: MEDIUM INDUSTRIAL (IM), COMPREHENSIVE PLAN DESIGNATION URBAN CENTER—NORTH 2 (UC—N2) ISSUE FOR CO �lw 1 RL CTION SYM REVISION BY I APPROVED I DATE /�/.;orj a - z r '41 1.1 - Z s w ACCEPTABILITY A. BHAMRA w'Sh THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED P. TSCHERNEGA ENGINEER D. BALCH APPROVED BY DEPT. DATE �4 ��I �\� 0NAL �� \\I CHECKED R. GHIGLIANO �oCD CD A D D. BALCH �- 0 W APPROVED R. GWINN NOVEMBER 11, 2015 kTE SUBTITLE 11.03.08 COVER SHEET 11.04.08 11.04.08 TREE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECT 11.04.08 niTr nr vn DOWL CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET GO 11.04.08 011 E U5—YD 7863980 1 JOB NO. COMP NO. 01.06.09 CIVIL MASTER RENTON, WA DWG N0. RTN—APRON—B—GO 7 cn l • �m �Y z m z Z c m m L" 0 O Nn D N 0 { Nn �oCD CD �- 0 W Oki N c h ,R- - Z c � SYMBOL LEGEND d ABBREVIATIONS GENERAL NOTES DRAWN ON THIS SHEET r PERIMETER ROAD ASPHALT REPAIR & AND JT JOINT 1) THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CLOUD(S) MARKED WITH THE REVISION (REV) LETTER WHICH MATCHES THE ONE cn @ AT INDICATED IN THE LOWER RIGHT CORNER OF THE SHEET OR THE LATEST REV LETTER IN THE REVISION SECTION OF THE TITLE BLOCK. IF 4^X BUILDING, WALL SECTIONS A&E ARCHITECT AND ENGINEER K KIPS) 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 #X ox # AND DETAIL REFERENCES AIRFIELD ASPHALT REPAIR AB ANCHOR BOLT KO KNOCK OUT WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK EVEN WHEN THE ACTUAL DETAIL DRAWING IS NOT CLOUDED ON THE .DETAIL SHEET. ADJ ADJACENT L LENGTH LEGENDS AND GENERAL NOTES ALWAYS APPLY WHETHER CLOUDED OR NOT. CONSTRUCTION NOTES PERTAINING TO THIS JOB WILL BE CLOUDI=D DRAWN ON THIS SHEET AFF ABOVE FINISHED FLOOR LAG BOLT AND MARKED WITH THE MATCHING REV LETTER UNLESS ON A SHEET WHERE THERE ARE NO CLOUDS AT ALL, THEN ALL NOTES APPLY. FLAG CONCRETE APRON REPAIRLB AGG AGGREGATE LEN LENGTH NOTES POINT TO SPECIFIC INSTANCES OF THE CONSTRUCTION; NUMBERED NOTES APPLY TO THE ENTIRE CONSTRUCTION AREA. REFERENCED FROM THIS SHEET AL ALUMINUM �X CONCRETE ALT ALTERNATE LF LL LINEAL FEET LIVE LOAD 2) PROVIDE MEANS PURCHASE AND INSTALL TO COMPLETE WORKING ORDER, INTEGRATED WITH ADJACENT BUILDING ELEMENTS AND FINISH ITEMS, IN � I REFERENCE TO DETAIL ANCH ANCHOR, ANCHORAGE LWR LOWER FULL COMPLIANCE WITH DESIGN INTENT. INSTALL MEANS, OBTAIN ITEM(S) TO BE INSTALLED FROM OWNER AT LOCATION AS DIRECTED BY #X # X # �� PLAN APA AMERICAN PLYWOOD ASSOC. CONSTRUCTION MANAGER, AND INSTALL IN SAME MANNER AND COMPLIANCE AS IF PURCHASED. ---- CONCRETE CURB &GUTTER REPAIR APPD APPROVED MATL MATERIAL APPROX APPROXIMATE MAX MAXIMUM 3) KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND STORE CONSTRUCTION MATERIALS AND EQUIPMENT X DETAIL DESIGNATION ASTM AMERICAN SOCIETY MB MACHINE BOLT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. WALL TYPE: EXISTING OF TESTING MATERIALS MBR MEMBER XXXX DRAWN ON SHEET NUMBER BTWN BETWEEN MET MFR METAL MANUFACTURE(R) 4) VERIFY DIMENSIONS &CONDITIONS SHOWN ON THE DRAWINGS AND ON SITE AND ACCEPT RESPONSIBILITY FOR THE JOINING OF WORK AMONGST BLAST FENCEBLDG BUILDING MIN MINIMUM VARIOUS TRADES AND TO EXISTING CONDITIONS. BRING DISCREPA CIES ON DRAWINGS OR IN SPECIFICATIONS TO THE ATTENTION OF THE SECTION/DETAIL DESIGNATION X BLKG BOT BLOCKING BOTTOM MISC MISCELLANEOUS CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. i MT MOUNT(ED) (ING) XXXXX XXXXX DRAWN ON SHEET NUMBER C CHANNEL MTL METAL 5) STOP WORK IN AREA WHERE ASBESTOS &/OR LEAD PAINT IS SUSPECTED. IMMEDIATELY REPORT DISCOVERY TO CONSTRUCTION MANAGER FOR CB CATCH BASIN TESTING AND POSSIBLE REMEDIAL ACTIVITY BY BOEING. CC CENTER TO CENTER N NORTH (COORDINATE) REFERENCED ON SHEET NUMBER CEM CEMENT NF NEAR FACE 6) ENSURE ALL WORK CONFORMS TO APPLICABLE CODES AND REGULP,TIONS. CF CUBIC FEET NIC NOT IN CONTRACT N NORTH ARROW CJ CONTROL JOINT NO. NUMBER 7) COMPLY WITH THE CONSTRUCTION MANAGER (OR PROJECT ADMINISTRATOR) FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. CL CENTER LINE NOM NOMINAL CLR CLEARANCE) NTS NOT TO SCALE 8) PROVIDE ALL REPETITIVE FEATURES NOT FULLY SHOWN ON THE DRAWINGS AS IF DRAWN IN FULL SO THAT THE WORK COMPLETELY MEETS THE. COL COLUMN OVERALL INTENT OF THE CONTRACT DOCUMENTS. ------ ------------- CONSTRUCTION ABOVE OR BELOW,OA COMP COMPRESSED ( ) (ION) O/C ON CENTER BEYOND OR BEHIND CONC CONCRETE OD OUTSIDE DIAMETER g) DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE OR MASONRY WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUM�11S, CONN CONNECTION OF OUTSIDE FACE UNLESS NOTED OTHERWISE. DIMENSIONS ARE NOT SHOWN IN CONDITIONS WHERE NEW CONSTRUCTION IS TO ALIGN WITH EXISTING FACE OR FLAG NOTE FOR SPECIFIC CONST CONSTRUCTION OPG OPENING CENTERLINE. CONSTRUCTION DIRECTION CONT CONTINUOUS, CONTINUE OPP OPPOSITE CONTR CONTRACT(OR) 10) DOOR OPENINGS ARE 6" FROM ADJACENT WALLS OR CENTERED IN ROOM, UNLESS DIMENSIONED OTHERWISE. GENERAL "BOAT" NOTE FOR SPECIFIC CTSK CY COUNTERSUNK CUBIC YARD(S) P PAR PAINT PARALLEL 11) PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. OR EXIST. INFORMATION PCC PRECAST CONCRETE 0 DBL DIAMETER DOUBLE PCF POUNDS PER CUBIC FOOT 12) PATCH AND PAINT ALL EXISTING SURFACES DAMAGED DURING REMOVAL AND CONSTRUCTION (PAINT ENTIRE CONTINUOUS SURFACE). —x x x— CHAINLINK FENCE PERF PERFORATE(D) DEMOL DEP DEMOLISH, DEMOLITION DEPRESSED PERIM PERIMETER 13) PRIOR TO INSTALLING FINISHES, INSPECT, PATCH AND REPAIR ALL SUBSURFACE CONDITIONS TO PROVIDE A SMOOTH, FLAT FINISH THROUGHOUT. — — — — — AIRCRAFT CLEARANCE LINES DIA DIAMETER PL PLYWD PLATE PLYWOOD DIAG DIAGONAL PNL PANEL 14) PLANS WHICH APPEAR AS BACKGROUNDS ON MECHANICAL AND ELECTRICAL DRAWINGS, ARE ONLY FOR THE PURPOSE OF ILLUSTRATING GENERAL CMP SLOT DRAIN DIM DIMENSION PREST PRESTRESS(ED) PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT RELATED TO THE SPECIFIC DL DEAD LOAD PRF PREFORMED SYSTEMS SHOWN ON EACH SHEET AS INDICATED IN THE DRAWING SUB -TITLE. s,rs STORM SEWER DN DOWN PSF POUNDS PER SQUARE FOOT DS DOWNSPOUT PSI POUNDS PER SQUARE INCH 15) TAKE RESPONSIBILITY FOR COORDINATION OF ARCHITECTURAL, MECHANICAL, AND ELECTRICAL WORK. REFER TO ARCHITECTURAL, MECHANICAL END F FUEL SPILL LINE, DIP DWG DRAWING PT POINT ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. ■ TYPE 1 CATCH BASIN, E EAST (COORDINATE) PVC POLYVINYL CHLORIDE 16) WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THE COLUMNS SHALL BE ENCLOSED PER DETAILS AND RECEIVE SAME FINISH SOLID LID EA EACH R RADIUS (CURVATURE AS ROOM UNLESS NOTED OTHERWISE. EB EXPANSION BOLT R RISER � TYPE 1 CATCH BASIN, GRATE EF EACH FACE REF REFERENCE, REFER TO 17) WHERE FLUSH MOUNTED ITEMS OCCUR AT WALLS OF FIRE RESISTIVE CONSTRUCTION, ENSURE THAT CUTOUTS, REPAIRS &PATCHES DO NOT EJ EXPANSION JOINT REINF REINFORCED) (ING) COMPROMISE THE RATED CONSTRUCTION OF THE WALL ASSEMBLY. TYPE 2 CATCH BASIN, SOLID LID EL ELEVATION REQ REQUIRED) (ING) ELEV ELEVATION REV REVISION(S), REVISED 18) VERIFY LOCATION OF ALL UTILITIES PRIOR TO WORK BELOW INTERIOR FINISH FLOOR OR EXTERIOR PAVING. O TYPE 2 CATCH BASIN, GRATE EQ EQUAL RH RIGHT HAND EW EXIST EACH WAY RO ROUGH OPENING 19) OBTAIN &POST REQUIRED CONSTRUCTION PERMITS FROM THE AUTHORITY HAVING JURISDICITON PRIOR TO COMMENCING CONSTRUCTION. EXISTING TOFA (E) TAXIWAY OBJECT FREE AREA (EXISTING) EXP EXPOSED S SOUTH (COORDINATE) EXT EXTERIOR SECT SECTION 20) PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO THE BOEING PROJECT CONSTRUCTION MANAGER WHENEVER SUCH INSTRUCTIONS ARI. TOFA (U) TAXIWAY OBJECT FREE AREA (ULTIMATE) SF SQUARE FEET REFERENCED IN THE CONSTRUCTION NOTES. FAS FASTEN(ER) SHT SHEET FF FACTORY FINISH SIM SIMILAR 21) COORDINATE WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR STAGING AREAS WHERE CONTRACTOR MAY STORE SALVAGED MATERIALS TO ROFA (U) RUNWAY OBJECT FREE AREA (ULTIMATE) FF FINISHED FLOOR SQ SQUARE BE REUSED IN LATER PARTS OF THIS PROJECT AND WHERE MATERIALS TO BE STAGED BY BOEING ARE TO BE LOCATED. FGR FINISH GRADE SST STAINLESS STEEL AIRPORT LEASE LINE FH FIRE HYDRANT ST STRUCTURAL TEE 22) SYMBOLS SHOWN ON MATERIALS LIST ARE NOT ALWAYS USED IN DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION NOTES FOR FIN FINISH(ED) STD STANDARD MATERIAL CALLOUTS. A COMPRESSED AIR FND FOUNDATION STL STEEL FOC FACE OF CONCRETE STIR STRUCTURAL 23) ARCHITECTURAL REFLECTED CEILING PLANS INDICATE THE FINAL LOCATIONS OF MECHANICAL AND ELECTRICAL COMPONENTS. SEE THE REFLECTED ss SANITARY SEWER FOF FACE OF FINISH SYM SYMMETRY,SYMMETRICAL CEILING PLANS FOR LOCATIONS OF ALL ITEMS IN CEILING; SEE DISCIPLINE SHEETS FOR ALL INFORMATION ABOUT THE MECHANICAL AND FDIC FURNISHED BY OWNER/ SYS SYSTEM ELECTRICAL COMPONENTS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS. INSTALLED BY CONTRACTOR SCO CLEANOUT FO FINISHED OPENING T&B TOP AND BOTTOM 24) PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION, BETWEEN ALL FIRE RESISTANCE RATED CONSTRUCTION FRO FOR REFERENCE ONLY T&G TONGUE AND GROOVE AT FLOORS, SHAFTS AND BUILDING PARTITIONS AND ALL PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. E ELECTRICAL FT FOOT TEMP TEMPORARY FTG FOOTING THK THICKNESS) 25) AT METAL STUD PARTITIONS, EXTEND STUDS FROM FLOOR TO FLOOR OR ROOF DECK ABOVE. WHERE THEY CANNOT DO S0, DUE TO cW DOMESTIC WATER FUT FUTURE TOC TOP OF CONCRETE INTERFERENCE WITH NEW OR EXISTING DUCTS, PIPING, ETC., PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT GA GAGE TOC TOP OF CURB OF PARTITION; SUBMIT EQUIVALENT SUPPPORT METHOD TO ARCHITECT FOR REVIEW. CONSTRUCT ALL FIRE -RESISTANCE RATED PARTITIONS TO FW FIRE WATER GALV GALVANIZED TOL TOLERANCE MAINTAIN THEIR RATING FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE, U.N.O. GC GENERAL CONTRACTOR TOS TOP OF STEEL TM' TEPID WATER GI GALVANIZED IRON TS STRUCTURAL TUBE 26) VERIFY WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. PROVIDE ACCESS FOR GR GRADE TYP TYPICAL ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGES, CONCEALED JUNCTION BOXES, AND ELECTRICAL DEVICES OR ACCESSORIES. �� GT GROUT UBC UNIFORM BUILDING CODE SUBMIT THE LOCATIONS, SIZES &TYPES OF EXPOSED ACCESS DOORS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF THE TEPID WATER COLLECTION HDNR HARDENER UL UNDERWRITERS' LABEL MECHANICAL AND ELECTRICAL EQUIPMENT. �X --0 AUTOMATED SLIDE GATE HDWD HARDWOOD UNO UPR UNLESS NOTED OTHERWISE UPPER 27) BOEING REQUIRES DEMOUNTABLE WALL SYSTEMS WHERE INDICATED, BE SUPPLIED BY CHASE CONTRACTORS, INC. (206 786-7443). HDWR HARDWARE (0) TURNSTILE HG HIGH GRADE VB VAPOR BARRIER 28) FINISH SCHEDULE INDICATES GENERAL DESIGN INTENT. FIAGNOTES, WHERE LOCATED ON PLAN DRAWINGS MAY INDICATE SPECIFIC EXCEPTION T0 HM HOLLOW METAL VERT VERTICAL GENERAL FINISH SCHEDULE. ADA ACCESSIBLE GATE HOR HORIZONTALHS HIGH STRENGTH W WEST (COORDINATE) � BOLLARD HT ID HEIGHT INSIDE DIAMETER W W WIDE FLANGE WIDTH, WIDE coMMID COMMUNICATIONS IF INSIDE DIMENSION INSIDE FACE WO W/ WHERE OCCURRING WITH � ISSUE FOR CONSTRUCTION R 386502 W/0 WITHOUT IN INCL INCH INCLUDED(D) (ING) WWF WELDED WIRE FABRIC NOVEMBER 11 2015 �p , O W L SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATEMAWN v 1 S w . �ds�i'`i' ACCEPTABILITY R. TEMPLADO DATE 11.11.15 SUBTITLE KEY SHEET CURRENT REVISION W3441886 SYMBOL A DATE 11.11.15 CHECKED A 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECTW3441886 RT TWN 11.11.15 JV�� Q,�d of � � % Iry G THIS DESIGN AND/OR SPECIFICATION IS APPROVED T. NEU 11.11.15 SHEET Gl T. NEU 1.11.15H TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECT SITE 05 -YD APPROVED BY DEPT. DATE K D D. MURATA 11.11.15 JOB N0. COMP N0. APPROVED eg�O""'�"� ��" CIVIL MASTER RENTON, WA W3441886 DWG NO. c h ,R- - Z c � d x r z r z m cn n w o v z A C <;n A CA -v D z °T z O N 0 R- CDo Uz m m D Ln N SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE""'„"" Z s w ACCEPTABILITY A. BHAMRA - APRON B REACTIVATION -RECORD DRAWING 7863980 HGI ROG 12.13.13 �.�� of WAsxt��'� THIS DESIGN AND/OR CHECKED co G SPECIFICATION IS APPROVED P. TSCHERNEGA A 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECTW3441886 RT TWN 11.11.15 ENGINEER APPROVED BY DEPT. DATE D. BALCH CHECKED R. GHIGLIANO •0 4 APPROVED ♦����ar�a��� D. BALCH CONAL A R. GWINN ISSUE FOR CONSTRUCTION NOVEMBER 11, 2015 kTE SUBTITLE DRAWING INDEX SHEET 11.04.08 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B ClPROJECT 11.04.08 LEGEND • DOT INDICATES DRAWING IS INCLUDED IN SUBMITTAL NO DOT INDICATES DRAWING IS NOT INCLUDED IN SUBMITTAL NOT FOR CONSTRUCTION FOR REFERENCE ONLY DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION R-386503 cD0WL CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET G2 01 TE 05 -YD JOB NO. COMP NO. 11.04.08 7863980 1 01.06.09 CIVIL MASTER RENTON, WA DWG N0. RTN-APRON-B-G1 M v• ! � D � 7rfi O � s ! 0 ruz r m . I � j D Dcn T 0 O DQ p Un �< D • > 0 C� x D A n uz Z m D CA D C=7 O N n 0 C17 CA D m O 0 0. 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 PRIORJO 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 C505. 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. 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. 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. STOCKPILE NOTES,-- 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. C13 PROTECTION NOTESO- 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 CIN 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 SEQUENCE: 1. UPON COMPLETION OF THE PROJECT, STABILIZE ANY REMAINING DISTURBED AREAS AND REMOVE BMPS (BEST MANAGEMENT PRACTICES) IF APPROPRIATE. 2. REMOVE TRAFFIC CONTROL AND REMAINING EROSION CONTROL AND POLLUTION PREVENTION MEASURES UPON APPROVAL BY BOEING. 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. Ill SYM REVISION BY APPROVED DATE REVISION BY APPROVED DATE SYM - APRON B REACTIVATON-RECORD DRAWING 1131966 HGI ROG 12.13.13 A 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECTW3441886 RT TWN 11.11.15 SPECIFICATION IS APPROVED 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 CIN 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 C110 AND C111 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 BE 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 N0. A2380 ORM & 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.0.) 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 CIN 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. APRE-CONSTRUCTION CONFERENCE ANDA 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 CIN 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. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 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 INCI- ES 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 0 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 PL, CED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E - 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, EXC`PT 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 ENGINEf=RS, 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 SYSTEMSSHACKLE RODS, NUTS, BOLTS, ETC. D ( ) SHALL BE AS MANUFACTURE 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 PROFESSIO 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 THI 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 L'`NGT$ 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. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D u034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 15. NOT APPLICABLE. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 15 .1,;I IF FnR rnh 5 1 Rl r.TinN DOWL _ CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET C2 4 APPROVED 01 1 C 05 -YD JOB N0. COMP NO. R. FOLEY 09.10.12 1131966 MAL0\APPROVED I ICIVIL MASTER RENTON, Wq DWG NO. RTN-APRON-B-C1 x_ D CD e D c < �O nr uz z m D D n 8 a � � Ln N NOVEM ER 11 2015 �'SkI ACCEPTABILITY DRAWN ICHECKED R. FOLEY DATE 09.10.12 SUBTITLE CIVIL GENERAL NOTES og THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. FOLEY 09.10.12 R. FOLEY 09.10.12 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECT .�ENGINEER _. APPROVED BY DEPT. DATE CHECKED DOWL _ CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET C2 4 APPROVED 01 1 C 05 -YD JOB N0. COMP NO. R. FOLEY 09.10.12 1131966 MAL0\APPROVED I ICIVIL MASTER RENTON, Wq DWG NO. RTN-APRON-B-C1 x_ D CD e D c < �O nr uz z m D D n 8 a � � Ln N GENERAL NOTES 1. PER IFC 2012, CHAPTER 20, 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 NIM) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 2. REPAIR OR REPLACE ANY AND ALL PAVEMENT DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH C221 AND THE SPECIFICATIONS. 3. ALL BUILDINGS INDICATED ON THIS PAGE ARE 14EW BUILDINGS BEING INSTALLED AS PART OF THIS PROJECT. CONSTRUCTION NOTES D:��NEW BLAST FENCE TO BE INSTALLED ON EXISTING FOUNDATION BY OTHERS (BLAST DEFLECTORS, INC.). BLAST FENCE PLANS TO BE INCLUDED WITH FINAL BUILDING PERMIT SUBMITTAL. [Z:�STORAGE CONTAINERS TO BE INSTALLED BY OTHERS (BOEING). D> -TOOL CABANA TO BE INSTALLED BY OTHERS (BOEING). R> -CREW SHELTER TO BE INSTALLED BY OTHERS (PACIFIC MOBILE). D�:�SUPER CREW SHELTER (12' X 56') TO BE INSTALLED BY OTHERS (PACIFIC MOBILE). B>,-STRIPIE 19'X9' PARKING STALL. INSTALL CURB STOP. STRIPE 12" "SVO" ON EACH PARKING STALL, BLACK LETTERS ON WHITE BACKGROUND. [�,_�PROPOSED SUPER CREW SHELTER UTILITY CONNECTIONS. SEE SHEET M111. [6�EXISTING TEMPORARY STORAGE CONTAINERS TO BE REMOVED BY OTHERS (BOEING). c-0 U-) td- r") N O M W � Q0 LO d- r7 N O N N N N N N N - � N_ T_ T_ •- V_ C..J U C...) U U U U U U U U U U U U C) U 3� rn A 1 1 I AXIWAY H I E F G I 20 10 0 10 20 40 6W!6�� I SCALE: 1:20 APRON B PLAN SCALE: 1 " - 20' SYM I REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 S �� of Ash , — APRON B REACTIVATION—RECORD DRAWING 1131966 HGI ROG 12.13.13 ���� A 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECTW3441886 RT TWN 11.11.15�,/I�E�/�//��CQ R-386505 ISSUE FOR CONSTRUCTION NOVEMBER 11 , 2015 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 1 UKAWN R. FOLEY UA I t 07.31.12 SUBTITLE CIVIL SITE PLAN R. FOLEY 07.31.12 ENGINEER FOLEY 07.31.12 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECT APPROVED BY DEPT. DATER. CHECKED -KEY SCALE: NON E z d�WL CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET cl 11 AP ROVED 011 C C5 -YD JOB NO. COMP NO. R. FOLEY 07.31.12 1131966 APPROVED CIVIL MASTER RENTON, WA DWG NO. RTN-APRON-B-C 111 c,t>-d --'s ";Z7,s,D 11 GENERAL NOTES 1. CONTRACTOR SHALL USE ALL NEW FENCING MATERIALS INCLUDING POLES, FENCE FABRIC & BARBED WIRE FOR REPAIR OF REMOVED SECURITY FENCE SECTION UNLESS OTHERWISE APPROVED BY OWNER. Q � LwEAEJaLmm a m milli LEGEND PERIMETER ROAD REMOVAL AIRFIELD ASPHALT REMOVAL ° . CONCRETE APRON REMOVAL CONCRETE CURB & GUTTER REMOVAL 20 10 0 10 20 40 APRON B PLAN SCALE: 1:20 SCALE: 1 " = 20' C SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 S jr A 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECTW3441886 RT TWN 11.11.15 ��.� °F WAsxl 4 �0�'tI3T `SOMAL t� R-386506 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED A. BHAMRA CHECKED P. TSCHERNEGA D. BALCH APPROVED BY DEPT. DATE CHECKED R. GHIGLIANO APPROVED D. BALCH APPROVED R. GWINN ■ _ ■ . ■ Milli - - - - - SAWCUT FULL DEPTH _X - SECURITY FENCE CD U") d- ff-) N — © M W � CO U) tet- r'7 N O N N N N N N N– U U U U U U U U U U U U U U V U U AP ON C AP TO a B 3 _ . a APR„ N ._\V C Q� 4 Z A RON „D,� 20 1 Q �p AN 81 /&2 - z 1 80,0-5 DMPI FY C, r. - Pyr UE UUMPLE J PAR ING 00K -Lo6 ,- 405 ISSUE FOR CONSTRUCTION NOVEMBER 11, 2015 ql L SUBTITLE D E F G H KEY PLAN z SCALE: NONE C)�WL CURRENT REVISION SYMBOL DATE 11.03.08 REMOVAL PLAN W3441886 A 11.11.15 11.04.08 SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECT C221 R 11.04.08 11.04.08 SITE 05 -YD W3441886 JOB N0. COMP N0. 01.06.09 CIVIL MASTER RENTON, WAI DWG N0. 05 -APRON -B -C221 R _ 1�1 } t �0 GENERAL NOTES 1. CONTRACTOR SHALL USE ALL NEW FENCING MATERIALS INCLUDING POLES, FENCE FABRIC & BARBED WIRE- FOR REPAIR OF REMOVED SECURITY FENCE SECTION UNLESS OTHERWISE APPROVED BY OWNER. CONSTRUCTION NOTES ),�, 1� STRIPE 6" YELLOW PAINT LINES. DO NOT APPLY GLASS BEADS. moo/ i F rF Nin /vu wv P�vu �vu o P __ U ROFA LFA (U} ROFA (U} ROFA (U} ROFA U U ROFA U RORA U ROF'A ROFA U RfR U ROTA __ A RflfA U RflFA......... U ROFA U ROFA U ROF U aOFA U f o0 0o PERIMETER ROAD ASPHALT REPAIR �\oJbEA�E I AIRFIELD ASPHALT REPAIR CONCRETE APRON REPAIR �o �o foo foo _ �o �o CONCRETE CURB & GUTTER REPAIR (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA E} TOFA (E) TOFA ( TOFA (E) TOFA (E) TOFA (E) TOFA (E) � TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TC – — — — – SAWCUT FULL DEPTH X SECURITY FENCE CO U-) � r'') N — O m M I` CU Ln d- ro N c N N N N N N N U U U U U U U U U U U U U U U U U SYM REVISION A 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECT BY APPROVED DATE RT TWN 11.11.15 SYM 20 10 0 10 20 40 SCALE: 1:20 REVISION BY APRON B PLAN. SCALE: 1 " = 20' APPROVED DATE z R-386501 1 S w ACCEPTABILITY A. BHAMRA w'SN c' :- THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED P. TSCHERNEGA rRMREER D. BALCH APPROVED BY DEPT. DATE �CD z CHECKED R. GHIGLIANO 0 MAL ��APPROVED I APPROVEE D. BALCH Z Z R. GWINN ISSUE FOR CONSTRUCTION NOVEMBER 11 , 2015 N I t SUBTITLE 11.03.08 PAVING PLAN 11.04.08 KEY PLAN Z SCALE: NONE 11 F —a G I J K 1-,k05 fD L _ CURRENT REVISIONSYMBOL DATE W34418861 A 11.11.15 Mai 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECT C221 11.04.08 11.04.08 SITE 05 -YD W3441886 JOB N0. COMP N0. 01.06.09 ICIVIL MASTER RENTON, WA DWG N0. 05 -APRON -B -C221 Cid' t2-33p4t;� D o to O z tQn �CD z O Z Z m cn O D D m C 19 Ln N REMOVAL NOTES D::� REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE MARKED IN FIELD &APPROVED PRIOR TO REMOVAL. 2� FULL DEPTH SAWCUT SHALL BE PROVIDED PRIOR TO A REMOVALS. IF FIELD CONDITIONS REQUIRE ADDITIONAL REMOVAL, A CLEAN FULL DEPTH SAWCUT SHALL BE PROVIDED PRIOR TO RECONSTRUCTION. SECTIONS OF FENCING REMOVED SHALL BE SECURED OUTSIDE OF WORK HOURS OR DURING TIMES WHEN WORK IS NOT OCCURRING WITHIN OR ADJACENT TO THE REMOVED AREA. R> -REMOVE 6.5 LF +/— CEMENT CONC TRAFFIC CURB & GUTTER. 5� SEE ARCHITECTURAL PLANS FOR BUILDING FOUNDATION DETAILS. 6.5' MIN. SYM REVISION A 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECTW3441886 BY APPROVED DATE RT TWN 11.11.15 C221RI C450 ENLARGED REMOVAL PLAN SCALE: 1" = 10' PAVING CONSTRUCTION NOTES DE�::�CONSTRUCT PERIMETER ROAD ASPHALT REPAIR 6" HMA PG 64-22 CLASS 1/2" OVER 6" CRUSHED SURFACING TOP COURSE. B> -CONSTRUCT 6.5 LF +/— CEMENT CONCRETE TRAFFIC CURB &GUTTER PER CIN OF RENTON STD PLAN 101. [�:�CONSTRUCT AIRFIELD ASPHALT REPAIR 4" HMA PG 64-22 CLASS 1 /2"3 OVER 6" CRUSHED SURFACING TOP COURSE. C450 C505 ®CONSTRUCT CONCRETE APRON REPAIR 12" REINFORCED CONCRETE DOWELED INTO SURROUNDING CONCRETE OVER 2" TOP COURSE AND 6450LC505 4" BASE COURSE. R9> -REMOVE & REINSTALL 7' BLACK VINYL COATED SECURITY FENCE AS NEEDED TO CONSTRUCT NEW UTILITY SERVICES. D:� SEE ARCHITECTURAL PLANS FOR BUILDING FOUNDATION DETAILS. 6.5' MIN. BLDG 5-425 SYM REVISION BY APPROVED DATE 1 S 11Asxl�,�, pw AA CONAL ,j 2 ENLARGED PAVING PLAN C227 C450 SCALE: 1" = 10' R-386508 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED JP. A. BHAMRA CHECKED TSCHERNEGA D. BALCH APPROVED BY DEPT. DATE CONCRETE CURB &GUTTER REPAIR CHECKED R. GHIGLIANO APPROVED D. BALCH R. GWINN GENERAL NOTES 1. CONTRACTOR SHALL USE ALL NEW FENCING MATERIALS INCLUDING POLES, FENCE FABRIC & BARBED WIRE FOR REPAIR OF REMOVED SECURITY FENCE SECTION UNLESS OTHERWISE APPROVED BY OWNER. 2. SEE ARCHITECTURAL PLANS FOR BUILDING FOUNDATION DETAILS. PAVING LEGEND ----- SAWCUT FULL DEPTH X SECURITY FENCE • • • • • • • • BUILDING FOUNDATION LIMITS co U-) 'fi � N � CD M 00 r- CD V) -d- � C,4 CD N N N N N CV N r •- t - U ►0 C -+ C Z owl ISSUE FOR CONSTRUCTION NOVEMBER 11 , 2015 qct SUBTITLE 11.03.08 ENLARGED PLAN 11.04.0 KEY PLAN z SCALE: NONE K )5 . [� 0 W L _ CURRENT REVISION SYMBOL DATE W3441886 A 11.11.1' SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECT 11.04.08 C450 11.04.08 SITE 05 -YD JOB NO. W3441886 COMP NO. 01.06.09 CIVIL MASTER RENTON, WA=- 05—APRON—B—C450 m CA D �mm y �n O m .:. N Z Z m cn 0 cn D m Cl O C Dcn D A �m 333 UZ m D o m N Z -� CD fD � �fDW� m Ul N Q. O c� 1 cn D n i p PERIMETER ROAD ASPHALT REPAIR AIRFIELD ASPHALT REPAIR . a CONCRETE APRON REPAIR CONCRETE CURB &GUTTER REPAIR ----- SAWCUT FULL DEPTH X SECURITY FENCE • • • • • • • • BUILDING FOUNDATION LIMITS co U-) 'fi � N � CD M 00 r- CD V) -d- � C,4 CD N N N N N CV N r •- t - U ►0 C -+ C Z owl ISSUE FOR CONSTRUCTION NOVEMBER 11 , 2015 qct SUBTITLE 11.03.08 ENLARGED PLAN 11.04.0 KEY PLAN z SCALE: NONE K )5 . [� 0 W L _ CURRENT REVISION SYMBOL DATE W3441886 A 11.11.1' SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECT 11.04.08 C450 11.04.08 SITE 05 -YD JOB NO. W3441886 COMP NO. 01.06.09 CIVIL MASTER RENTON, WA=- 05—APRON—B—C450 m CA D �mm y �n O m .:. N Z Z m cn 0 cn D m Cl O C Dcn D A �m 333 UZ m D o m N Z -� CD fD � �fDW� m Ul N Q. O c� 1 cn D n i p a €t CEMENT CONCRETE TRAFFIC CURB AND GLITTER 6 R. VARIES FR m �N. 61► TOO w...-..., (ARD �YAe3 b. t 2„ CEMENT CONCRETE =9 ate SIDEWALK RAMP OR LANDING 8" PR MOLDE ,JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB '6 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD FLAN 1G4.2 FACE OF ADJACENT CURE GLITTER SURFACE. FACE OF CURS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES- 1. See standard plans 102 and 101.1 for curd ex ansior and contraw tion joint spacing, 2. Not used. . For Depressed Monolithic Driveway Curb & Gutter Section; see Standard Plan 104.2 r PUBLIC WORKS DEPARTMENT SYM I REVISION A 1737 MAX FLIGHTLINE UTILITIES—APRON B CI PROJECTW3441886 CEMENT CONCRETIE CURDS BY APPROVED DATE RT 11NN 11.11.15 SYM REVISION D rks Administr BY I APPROVED DATE REINFORCEMENT, DOWEL SIZE AND SPACING SLAB DEPTH DOWEL TOTAL DOWEL DOWEL SPACING DRILLED SLAB "D" DIAMETER LENGTH CENTER TO CENTER HOLE SIZE REINFORCEMENT (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) 5-6 3/4 20 12 7/8 #3 @ 10" OC EW 7-8 1 20 12 1 1/8 #4 @ 12" OC EW 9-11 1 1/4 20 12 1 3/8 #4 @ 10" OC EW 12-16 1 1/4 20 12 1 3/8 #6 @ 12" OC EW (2) BARS CONTINUOUS CONCRETE PER STRUCTURAL NOTES. OVER SMOOTH DOWELS MATCH DEPTH OF EXISTING CONCRETE PAVING CUT EXISTING PANEL FULL DEPTH, WITH VERTICAL CUT. APPLY JOINT SEALANT PER TECHNICAL SPECIFICATIONS. STEEL REINFORCEMENT (SEE TABLE) r SMOOTH STEEL DOWEL (ASTM A615) EMBED ONE END INTO EXISTING SLAB WITH EPDXY, GREASE OTHER END D EXISTING JOINT EXIST CONC PAVING, VARIES a d a a a � ! a 44 E3 D a 4 Q BASE MATERIAL 2" TOP COURSE, 4" BASE COURSE PER � 2 / � MIN co SPECIFICATIONS COMPACTED TO 95% OF ITS MAX UNIT WEIGHT BACKFILL MATERIAL PER SPECIFICATIONS COMPACTED TO 95% OF ITS MAX UNIT WEIGHT TYPICAL CONC APRON REPAIR SECTION ri-N� SCALE: NONE C450 C505 *IF PROPOSED JOINT IS WITHIN 2 FEET OF EXISTING JOINT, REMOVE AND REPLACE PAVEMENT UP TO EXISTING JOINT. NEW 6" ASPHALT PAVING RUBBER ASP EXIST ASPHALT BACKFILL MATEF SPECIFICATIONS 95CV OF ITS MAA Uivi 1 VVLivn BASE MATERIAL 6" CRUSHED SURFACING TOP COURSE PER SPECIFICATIONS COMPACTED TO 95% OF ITS MAX UNIT WEIGHT TYPICAL APRON ASPHALT PAVEMENT DETAIL SCALE: NONE C4501 C505 R-386509 g� s ,4, � kl,�,� ,�, ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED A. BHAMRA CHECKED P. TSCHERNEGA D. BALCH APPROVED BY DEPT. DATE r� 1 > CH CK D R. GHIGLIANO MAL A � �� o zCD APPROVED4 D. BALCH APPROVED R. GWINN SEE C450 C505 FOR SECTION - GRAVEL BASE PER SPECIFICATIONS GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SPECIFICATIONS SAWCUT —EXISTING IPAVEMEN XISTING PAVEMENT 6" 0 D 6" MIN CONDUIT MIN PROPOSED ELECTRICAL CONDUIT ELECTRICAL CONDUIT TYPICAL TRENCH DETAIL SCALE: NONE ISSUE FOR CONSTRUCTION NOVEMBER 11 , 2015 11-03-08'SUBTITLEE CIVIL DETAILS 11.04.08 C2211 C505 4fDL WL _ CURRENT REVISION SYMBOL DATE W3441886 A SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B CI PROJECT C505 11.04.08 SITE 05 -YD JOB N0. COMP N0. 11.04.08 W3441886 01.06.09 CIVIL MASTER RENTON, WA DWG N0. 05—APRON—B—0505 CjD= /L-'?";, &rsSoq fS C i 1, D p i _f ]]� D SUBGRADE r� 1 > n 4m A � �� o zCD 0 D- r j � X/ ' Z ■ cn 9 J\ \� 6" MIN D 6" 0 D 6" MIN CONDUIT MIN PROPOSED ELECTRICAL CONDUIT ELECTRICAL CONDUIT TYPICAL TRENCH DETAIL SCALE: NONE ISSUE FOR CONSTRUCTION NOVEMBER 11 , 2015 11-03-08'SUBTITLEE CIVIL DETAILS 11.04.08 C2211 C505 4fDL WL _ CURRENT REVISION SYMBOL DATE W3441886 A SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B CI PROJECT C505 11.04.08 SITE 05 -YD JOB N0. COMP N0. 11.04.08 W3441886 01.06.09 CIVIL MASTER RENTON, WA DWG N0. 05—APRON—B—0505 CjD= /L-'?";, &rsSoq fS C i 1, D p i _f ]]� D j r� 1 > n 4m A � �� o zCD 0 D- r j � I ' Z ■ cn 9 D L0 N 0 3 Lo 0 C o m ]]� D N n r� 1 > n A � �� o zCD C o c � u D-3 L0 N 0 3 Lo 0 (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA () urcuur n ivrH kC./IIJIIIVbJ TAXIWAY � TAXIWAY A . ... ...... ..... . .. .. .... .......... . . . ...... 20 10 0 10 20 40 6m = I SCALE: 1:20 APRON B SCALE: 1 " = 20' PLAN 386510 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE1 yr. ACCEPTABILITY A.� BHAMRA A 737 MAX FLIGHTLINE UTILITIES -APRON of WAsxl THIS DESIGN AND/OR CHECKED B ClCI PROJECT W3441886 RT TWN 11.11.15 4' �� SPECIFICATION IS APPROVED P. TSCHERNEGA ® c' ENGINEER APPROVED BY DEPT. DATE D. BALCH CHECKED R. GHIGLIANO o� 4 APPROVED D . BALC H APPROVED R. GWINN - TOFA (E) TOFA (E) TC ____SS- SEWER SERVICE • CO SEWER CLEANOUT Olo- SEWER SERVICE REDUCER CO u) 4- rr) N — O M W I— CU uO d- PO N U N N N N N N N v— � � � � � r v -- C -) 'U U U U U U U U U U U U U U U U U E F G 18 .- PAS 11E H ROFA (E) ROFA (E) ROFA (E) C PLE PARKING, K COFA (E)_ __ TOFA _(E) TOFA_ _(E) __ ,_405 z ISSUE FOR CONSTRUCTION NOVEMBER 11 , 2015 4tt SUBTITLE MECHANICAL UTILITIES PLAN 11.04.08 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B Cl PROJECT 11.04.08 niTr nr yin KEY PLAN z SCALE: NONE 4f LCD 0WL CURRENT REVISION SYMBOL DATE W3441886 A 11.11,15 SHEET SITE 05 -YD JOB NO. 11.04.08 01.06.09 MECHANICAL MASTER rt) — klo, -s-/ 0, RENTON, WA I pM1G No. m 111 1131966 COMP No. RTN-APRON-B-M 111 a� z zm O m �m �> m Uz m m m cn O 9 D ' D UJ T C7 �O �O C 0cn 0 D • 0m O D m °Z z m cn O b N z �n �> ' -� CD -o o ID CDo Co ' N Z_ PROPERTY LINE Z 3'-0" o ' FUTURE 6" BUILDING SEWER PIPE I PIPING PIPING BUILDING SEWER Z a= w Z2"x -TEE WITH 6" SIDE OUTLET J 4" STUD MARKING POST PAINTED 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED >'SURFACE CLEANOUT WITH IN 3" HIGH BLACK LETTERS AND #6 WIRE Uj CAST IRON RING &COVER (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND cr_2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. PIPE. LATER COMPACTION IN AREA OF VALVE BOX o 12" LONG COPPER TAILPIECE o CL SPECIFY "SEWER" ON LID, COULD CAUSE THE BREAKAGE OF THE SERVICE. oc W SEE STD. PLAN 403.1 FOR 6" SIDE SEWER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN D LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH man • 9" MIN. •j • ��v 12" MAX. fit A NEW TEE USING FLEXIBLE COUPLINGS Z X X (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS M (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR 0 2 3 6 7 7 13 APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. VAULT. A 60" ALLOWABLE MAX. -A DRILL 2" DIA. HOLE FOR FOR CAST IRON PIPE OR DUCTILE IRON PIPE. Ov� 1:3:5 MIX tK CONCRETE -�• 2-1/2" MIN. FROM NEAREST NOTE: P�GOG���G BLOCKING AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS G� 2% MIN SLOPE THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN TYPICAL RIB SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. (DC*jZV,iy0-?e,STD. PLAN - 406.1 PUBLIC WORKS �TALLAT�OM DEPARTMENT TOY `�) JANUARY 2013 W-386501 SEE PAVING PLAN C505 FOR SECTION GRAVEL BASE PER SPECIFICATIONS GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SPECIFICATIONS an VARIES ----*--VARIES I IF L 6" MIN SAWC UT EXISTING PAVEMENT SUBGRADE \ 6" PROPOSED 1.5" WATER SERVICE 18" MIN PROPOSED 6" SS SERVICE SEWER AND WATER PIPE TYPICAL TRENCH DETAIL� SCALE NONE M502 S-386501 STANDARD PLAN -302.2 NOTES: 1. LAYOUT SHOWN IS SCHEMATIC ONLY. ACTUAL INSTALLATION WILL VARY, AS SHOWN IN PLAN & PROFILE. 2. PROPOSED SERVICE CONNECTION IS TO 3 19BOEING APRON B SUPPLY LINE. MATERIAL DIST FOR 1.5" SERVICE (MOD): 1. 1.5" TAPPED TEE ON EXISTING 3" BOEING SUPPLY LINE. 2. 4" LONG X 1.5" BRASS NIPPLE WITH THREADED ENDS (MIPT). 3. 1.5" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING NUT, AND VALVE NUT EXTENSION, IF REQUIRED. 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. 5. 1.5" X 1.5" HEX BRASS BUSHING (MIPT X FIPT), 2 EACH 1.5 " BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1.5"-90° BRASS OR BRONZE ELBOWS (FIPT X FIPT). 6. 1.5" (MIPT) X COMPRESSION FITTING, FORD C84-66 OR EQUAL. 7. 1.5" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. NOT USED. 9. NOT USED. 10. NOT USED. 11. NOT USED. 12. NOT USED. 13. 1.5" COUPLING (COMPRESSION X FIPT) WTIH 1.5" PLUG (MIPT) FORD. R=386561 1 ISSUE FOR CONSTRUCTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE I. v � Z S w . ACCEPTABILITY AA.. BHAMRA CHECKED A 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECTW3441886 RT TWN 11.11.15 �.��, of w'sxl,�c �, THIS DESIGN AND/OR P. TSCHERNEGA o G SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D. BALCH CHECKED 4� 4 A . APPROVED - is �� ww D. BALCH ONALAPPROVED aloe R. GWINN INUVEAVI Mm I I, ZU 10 "SUBTITLE UTILITY PROFILE AND DETAILS ,, oa oa DOWL CURRENT REVISION SYMBOL DATE W3441886 A 1 11.11.15 SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECT M502 ,1.04.08 11.04.08 SITE 05=YD W3441886 JOB N0. COMP N0. 01.06.09 MECHANICAL MASTER RENTON, WA DWG N0. 05 -APRON -B -M502 CD a - Z14 I/ 39eb sV/ cCD d 1J Z 7 CITY PRIVATE PIPING PIPING Z 1-1/2" AND 2" WATER SERVICE DETAIL i ui C -' >- IN UNIMPROVED a M RIGHT-OF-WAY INSTALL METER CAUTION: VALVE BOX SHOULD NOT REST ON 10 11 12wa_ BOX AT PROPERTY LINE WITH a PIPE. LATER COMPACTION IN AREA OF VALVE BOX o 12" LONG COPPER TAILPIECE o M n COULD CAUSE THE BREAKAGE OF THE SERVICE. oc W a_ a- D man • 9" MIN. •j • ��v 12" MAX. fit Z X X 04 7 N LEAVE EXPOSED o o „ ►� N 12 M - BY PASS NOT ALLOWED c o FOR IRRIGATION METERS 0 0 2 3 6 7 7 13 1 5 s CRUSHED ROCK BASE TO SUPPORT VAULT. A -A DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF �- MORE THAN ONE RIB. TYPICAL RIB TERIAL LIST F VI R LOCATED IN PLA MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP N CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" ped tee, on new water main. 1. 2" tapped tee on new water main. 2. 4" Ion X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilie t seat gate valve with threaded ends, squ a operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and and valve t extension if required (see standard tail 330.1). valve nut extension if required (see standard detail 330.1). 4. Two piece ca iron valve box. Standard 8" t section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base base section. le th to fit, "lug" type cover. brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT). 5. 2" X 1-1/2* hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or 5. 2 each 2" brass or onze nipples 6" len h, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90' brass or bronze elbows (FIPT x pT. bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression . ting, Fn- equal. 6. 1-1 /2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing typeO 'PT x MIPT), length to 7. 1-1 /2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. � to fit. 8. 2" threaded bre- 8. 1-1 /2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 2 Customsett ori 86-128-11-77 (x 17-3/16 9. 1-1/2 Customsetter with by-pass Ford: VSH 86-12B-11-66 (x \ ), McDonald Br% /0 o Mueller B-1427-2", with flanged 13-3/16"), McDonald Brass: 300612WDFF665 or Mueller B-1427-1 1/2", angle ball valve ,..K wings on i t, and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check let, ball, valve o ass with padlock 'ngs. Customsetter shall valve outlet, ball valve on bypass with padlock wings. Customsetter shall e vertical inlet a outlet. have vertical inlet and outlet. id meter sprea r to be supplied and insto d in meter setter by 10. Rigid meter spreader to be supplied and installed in meter setter by tractor. contractor. er meter s II be supplied and installed by Cit of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon ment of related water meter fee and satisfac y pressure and payment of all related water meter fie and satisfactory pressure and ity test . purity tests. x30" astic meter box equal to Mid -States Plastics, c. BCF Series 12. 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series /3a CF 730-18 with 2" thick Ductile iron diamond plate co 18"x31" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31 to Mid -States Plastics, Inc. MSCBC-1730-R with 2" dril hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. touchread pit lid. coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14 6 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford l. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary on of water service. adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. ti PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 + + DEPARTMENT IN PLANTING STRIP MARCH 2010 S-386501 STANDARD PLAN -302.2 NOTES: 1. LAYOUT SHOWN IS SCHEMATIC ONLY. ACTUAL INSTALLATION WILL VARY, AS SHOWN IN PLAN & PROFILE. 2. PROPOSED SERVICE CONNECTION IS TO 3 19BOEING APRON B SUPPLY LINE. MATERIAL DIST FOR 1.5" SERVICE (MOD): 1. 1.5" TAPPED TEE ON EXISTING 3" BOEING SUPPLY LINE. 2. 4" LONG X 1.5" BRASS NIPPLE WITH THREADED ENDS (MIPT). 3. 1.5" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING NUT, AND VALVE NUT EXTENSION, IF REQUIRED. 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. 5. 1.5" X 1.5" HEX BRASS BUSHING (MIPT X FIPT), 2 EACH 1.5 " BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1.5"-90° BRASS OR BRONZE ELBOWS (FIPT X FIPT). 6. 1.5" (MIPT) X COMPRESSION FITTING, FORD C84-66 OR EQUAL. 7. 1.5" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. NOT USED. 9. NOT USED. 10. NOT USED. 11. NOT USED. 12. NOT USED. 13. 1.5" COUPLING (COMPRESSION X FIPT) WTIH 1.5" PLUG (MIPT) FORD. R=386561 1 ISSUE FOR CONSTRUCTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE I. v � Z S w . ACCEPTABILITY AA.. BHAMRA CHECKED A 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECTW3441886 RT TWN 11.11.15 �.��, of w'sxl,�c �, THIS DESIGN AND/OR P. TSCHERNEGA o G SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D. BALCH CHECKED 4� 4 A . APPROVED - is �� ww D. BALCH ONALAPPROVED aloe R. GWINN INUVEAVI Mm I I, ZU 10 "SUBTITLE UTILITY PROFILE AND DETAILS ,, oa oa DOWL CURRENT REVISION SYMBOL DATE W3441886 A 1 11.11.15 SHEET 11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES -APRON B CI PROJECT M502 ,1.04.08 11.04.08 SITE 05=YD W3441886 JOB N0. COMP N0. 01.06.09 MECHANICAL MASTER RENTON, WA DWG N0. 05 -APRON -B -M502 CD a - Z14 I/ 39eb sV/ cCD d 1J Z 7 Z L C a M M n D N O Z N � 'v CD C O CD m D I i SYM REVISION A 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECTW3441886 BY APPROVED RT TWN DATE SYM 11.11.15 REVISION 0 BY I APPROVED M1111M510 DATE ENLARGED MECHANICAL UTILITIES PLAN SCALE: 1 " = 10' R-3865 12 Z S W ACCEPTABILITY A. BHAMRA 0 � THIS DESIGN AND/OR ICHECKED o G SPECIFICATION IS APPROVED P. TSCHERNEGA APPROVED BY DEPT. DATE D. BALCH CHECKED R. GHIGLIANO APPROVED �o� D. BALCH `SOMAL AMID R. GWINN 0 GENERAL NOTES 1. SEWER AND WATER SERVICE LINES INSTALLED ABOVE GRADE FOR CONNECT TO THE SUPER CREW SHELTER SHALL BE INSULATED AND/OR HEAT TRACED AS REQUIRED BY THE CIN OF RENTON CODE AND UNIVERSAL PLUMBING CODE TO PROTECT FROM FREEZING. UTILITY CONSTRUCTION NOTES 1 -INSTALL 3"X1.5" TEE ON EXISTING 3" DOMESTIC WATERLINE WITH 1.5" WATER SERVICE WITHOUT METER OR SETTER PER CITY OF RENTON STD. PLAN 320.2 TO BLDG 5-425 (SUPER CREW SHELTER) WATER CONNECTION. 2 INSTALL 6" SEWER SERVICE PER CITY OF RENTON STD. PLAN 406.1, WITH METER AND SETTER WITHIN CONTRACTOR PROVIDED METER BOX. D> --INSTALL 6" SEWER CLEANOUT. D>l-INSTALL 6" SEWER SERVICE PER THE UNIVERSAL PLUMBING CODE. CONNECT TO BLDG 5-425 (SUPER CREW SHELTER) SEWER CONNECTION. D>>CONFIRM EXACT SEWER AND WATER CONNECTION POINTS WITH PACIFIC MOBILE AND ADJUST C4QNNES'i�ION 90INTSnl1S NFEDEDA, A, A, UTILITY LEGEND W I WATER SERVICE IZI WATER/SEWER TEE N BALL VALVE W/ WATER BOX SS--- SEWER SERVICE * CO SEWER CLEANOUT CO LCA � r'') N - © M W I` CO U) -4rl-) N r' (D N N N N N N N r t - U U U U U U U U U U U U U U U U U ISSUE FOR CONSTRUCTION NOVEMBER 11, 2015 SUBTITLE 11.03.08 ENLARGED PLAN 11.04.08 11 0408 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B Cl PROJECT .. 11.04.08 SITE 05 -YD 11.04.08 01.06.09 MECHANICAL MASTER KEY PLAN z SCALE: NONE A B C D E F G H J K \,4vj f,CD,kl: 0 W L CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET JOB NO. RENTON, WAI DWG N0. M51 0 W3441886 COMP NO. 05—APRON—B—M510 �n N w w w z 0 z z 0 w 0 w z J -17 Q 1C 3SVI� ON1108 TOFA (E) TOFA (E) TOFA (E) TO FA (E) TOFA (E) TOFA (E) TO FA (E) TO FA (E) TO FA (E) TO FA (E) TO FA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TO FA (E) TO FA (E) TOFA (E) TO FA (E) TOFA (E) TO FA (E) TOFA (E) TOFA (E) I Ri BOEING MODEL 7`37— 900ER cpI -T, 00 zm O A �E) R FA (E) 0 FA (E) R 0 --A (E) ROFA (E) --4 ROFA E) F OFA (E) Rd FA (E) R 0 F� (E) OFA E) 4 FA ( ) R FA (E) R F (E) ROFA �(E) R0FA (E) ROFA (E) ROA (E) ROF (E) ROFA E) I �Ej R FA (E) TO FA TO FA SYM REVISION - APRON BREACTIVATION -RECORD DRAWING A APRON B CI PROJECT BY 1131966 HGI W3441886 CASNE/DAT APPROVED DATE ROG 12.13.13 11.11.15 SYM REVISION BY I APPROVED I DATE r4�, Wks- Al 25276 /1,49, , s is SI GNAL I i I R-386513 ACCEPTABILITY J.BAILEY THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED P.TSCHERNEGA rITUMEER IUOVED BY DEPT. DATE T.SAVINO CHECKED J.HOUSEL APPROVED R.GWINN ISSUE FOR CONSTRUCTION NOVEMBER 11, 2015 mit °62Z'2 PARTIAL GROUNDING PLAN 08.17.12 pg 17 12 TITLE APRON B CI PROJECT 08.14.12APRON B 08.17.12 1 ELECTRICAL MASTER %__1 &V"- - - LEGEND NOT USED GENERAL NOTES 1. SEE DRAWING E507 FOR GROUNDING DETAILS. 2. PER IFC 2012, 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 (7620mm) FROM BUILDINGS OR STRUCTURES OTHER THAN JET BRIDGES; AND FIFTY FEET (15 240mm) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 3. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. REFERENCE DRAWINGS nXX-XXX-XXX NOT USED i CONSTRUCTION NOTES [1::�:> EXPOSE EXISTING STATIC GROUND CABLE AND PREPARE FOR WELDING. [Z�� CADWELD NEW #4/0 BARE COPPER GROUND CONDUCTOR TO EXISTING STATIC GROUND CABLE. ROUTE TO METAL SUPPORT POST OF BLAST FENCE. UTILIZE DUAL BOLT MECHANICAL GROUNDING LUG. PROVIDE AND INSTALL #4/0 BARE BONDING JUMPERS WITH DUAL .HOLE MECHANICAL CONNECTORS BETWEEN EACH STRAIGHT SECTION AND EACH TURN SECTION POST. PROVIDE AND INSTALL #2/0 BARE BONDING JUMPERS WITH DUAL HOLE MECHANICAL CONNECTORS BETWEEN FRAME POST AND BLAST SHIELD SECTIONS, WHERE SHOWN. PROVIDE PVC COATED, RIGID STEEL CONDUIT WITH #1/0 BARE STRANDED COPPER CONDUCTOR. ROUTE CONDUIT ALONG GROUND AND OVER TO PORTABLE BUILDING. BOND CONDUCTOR TO EXISTING GROUNDING ELECTRODE CONDUCTOR USING AN APPROVED IRREVERSIBLE COMPRESSION FITTING. 6. REMOVE PAINT FROM BLAST FENCE AT GROUNDING LUG POINTS OF CONNECTION AND APPLY ANTI -CORROSION COMPOUND. irCASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 151-071 CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET E9B JOB NO. COMP NO. 1131966 RENTON, WA DWG NO. RTN-APRON-B-E9B C)IT- II w w =I w cnw a 0 Q Z H 0 0 w O w w (U) ROFA (U) ROFA (U) z_ J H H cQ G � rn 3 -v IcD W I m Z IO m 4 I z O / cn cp C 3 v 0 I m 0 L0 M I m r c O L CL / I a� c rn x v M N O m 3 O 0 0 A I Lo / cn U (D O L. V) ui SYM REVISION - APRON B REACTIVATION - RECORD DRAWING 0 A APRON B Cl PROJECT 0 Lo BY APPROVED 1131966 HGI ROG W3441886 I CASNE/DAT DATE 12.13.13 11.11.15 3NII 3SVT ON1308 / TO FA (E) TO FA (E) TOFA) TO FA (E) SYM I REVISION I BY I APPROVED DATE B5 TOOL CABANA EXISTING 3/411C A TO FA (E) 7 TQ A (E) ti O 25276 isTEg� 1tl SIONAL li) NVS "8 SAN 386514 ACCEPTABILITY J.BAILEY THIS DESIGN AND/OR CHECKED P.TSCHERNEGA SPECIFICATION IS APPROVED IENGINEER (UOVED BY DEPT. DATE T.SAVINO CHECKED J.HOUSEL APPROVED R.GWINN LEGEND NOT USED to ILLJo 10 m Lam, w 1 1 (U) ROF (U) ISSUE FOR CONSTRUCTION NOVEMBER 11, 2015 o7os is 208Y/120V PARTIAL POWER PLAN 08 .17.12 08.17.1.2 TITLE APRON B Cl PROJECT 08.17.12 APRON B 08.17.12 ELECTRICAL MASTER C1> ' (?,-- �toS/ GENERAL NOTES 1. PER IFC 2012, 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 (7620mm) FROM BUILDINGS OR STRUCTURES OTHER THAN JET BRIDGES; AND FIFTY FEET (15 240mm) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 2. ALL INTERIOR WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. ALL OUTDOOR WIRE TO BE XHHW. 3. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: 120 208V 277V 480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN PHASE ROTATION: CLOCKWISE 4. IDENTIFY ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. WITH CIRCUIT IDENTIFICATION. 5. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 7. COORDINATE ALL SHUTDOWNS WITH BOEING CONSTRUCTION MANAGER. PFFF_PF_Nir F_ nPMA/lNlr,c RTN—APRON—B—EO (HAZARDOUS CLASSIFICATION) RTN —APRON —B—E503 RTN —APRON —B—E514 cD Lo d' r') N © M M I� cD Lo d- rl-) 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 KEY PLAN. SCALE: NONE SCALE IN FEET CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 151-071 CURRENT REVISION SYMBOL DATE W3441886 A 11.11.15 SHEET E61 JOB NO. COMP NO. 1131966 RENTON, WA DWG NO. RTN—APRON—B—E61 I 1 "C22# 10,1 # 10G TOFA (U) C-) Ell S 41)C,3#500KCM,1 #2G 1 1-1 /4"C, 4# 1, # 6G~' PSB4-1/8,10,12 2 E110 E5 4 1 1/2 1) ,3#1,1 #2G--- l"C, 2#10)1#10G- TOFA (U) ZTOFf'It, TOFA ( ) ll�I SPARE 70 um. 0 EXISTING 1-1 /4"C 3#1, #6G i SHELTER SERVICE SERVICE � 5 \-4 I ,PANEL 120/208VCP � 05-425/15 �4 3/411c; 2#122 #1 _ D J 7 0 F (u) TOFA (u BATOOL 0 L /� s I NA c •�d s �:,->4# 1 1 #6G PSB5-1/8,1 OP 12 - I V RM EXI ING POWER ISLAND -EXISTING PANEL PS134-1 1 'C,2#10,1#10G C, 2#10, #10G PS64-1/1a TOFA c s qu) To cU 1 2#10, �� 1#10G c UTURE Xx Sis li 1 )PC # 1 1 ��NA EXISTING 1-1/411c EXISTING 3/411c 2 'L ---- • • 1 y � k ilk TJ I' k tW] j Idl 105-426 : t ■- - 1 PANEL PS135-1� �j B5 CREW 05-426/15SHELTER SERVICE \ SHELTER 3/41IC2 2#12, #12GND JBOX �16, 11 1 \\ ov 3/4"C, 2#102 COG 2 " PSBS-1 1 a \\ 1 C,2#10,1 1 / 1 1/2 C23# 111 #2G C, 2#10,1# I u A (U) TOFA (U) (U) TO U) TOFA (U) TOFA ( ) TO T) TOFA �P o CD I� 4 C,3#500KCM,1 #2G 11 0 4" C,3 500KCM 1 2G I ,�o�� " o - - / C� # I # / 4 C,3#500KCM,1 #2G c o LLI STS STS " IT# S �� STS STS c 1 / " ,2# 10,1 # 10G Q� ' 1 C, 2# 10,1 # 10G � 1 " C,2 10,1 10G I / # # 1 / Lu / Q C,2#10,1 #10G w / / cn Lu I z /I 3 C, 7#2/0 401)[1Z CABLE, 1 #2G 3 C, 7#2/0 400HZ BLE, 1 #2G 0 400 HZ ROUND 400 HZ GROUND P� / F- 1 C, 7# 14, 5 SPARE I POWER P T 1 C, 7# 14, 5+2 SPARE c I POWER PIT � _ 0 1' #10,1#10G U 0 L- SVO � (U) ROFA (U) ROFA (U) ROFA (U) OFA (U!!) J MEN Q TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) FA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) FUTURE G- C) v L o o° / P� SVO SVO '4 fL1AROFA (U) ROFA (U) ROF'A ROFA (U) RKA (U ROFA (U) /�\R EASE LEASE EINE 31 ON1308 TOFA (E) TOFA (E) TOFA) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TOFA (E) TQA (E) TOFA (E) 1 E111 E515 TOFA (U) TOFA (U) to z 0 to � w � z J V Q J 1 I ROFA (U) ROF (U) ROFA (U) A, d LEGEND GENERAL NOTES NOT USED 1. PER IFC 2006, CHAPTER 11, AVIATION FACILITIES: TOFA (E) TOFA (E) TOFA (E) TOFA (E) FOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) TOFA (U) AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF TWENTY-FIVE FEET (7620mm) FROM BUILDINGS OR STRUCTURES OTHER THAN JET BRIDGES; AND FIFTY FEET (15 240mm) FROM AIR INTAKE VENTS FOR BOILER, HEATER OR INCINERATOR ROOMS. 2. ALL INTERIOR WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. ALL OUTDOOR WIRE TO BE XHHW. 3. COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS AS FOLLOWS: 120 208V 277V 480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN PHASE ROTATION: CLOCKWISE 4. IDENTIFY ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. WITH CIRCUIT IDENTIFICATION. 5. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. OFA (U) TOF 6. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. REFERENCE DRAWINGS RTN-APRON-B-EO (HAZARDOUS CLASSIFICATION) A RTN-APRON-B-E503 RTN-APRON-B-E514 CONSTRUCTION NOTES 11 PROVIDE AND INSTALL 1-1/4))C AND #1 WIRE FROM EXISTING JBOX TO WEST SIDE OF CREW SHELTER AND INTO SERVICE PANEL. PROVIDE SAWCUTTING, EXCAVATION AND SURFACE REPAIR PER THE CIVIL ENGINEER'S REQUIREMENTS. SEAL WALL PENETRATIONS PER ARCHITECT'S REQUIREMENTS. P:PROVIDE AND INSTALL 3/4" CONDUIT AND #10 WIRE FROM EXISTING JBOX TO TOOL CABANA FOR CONVENIENCE POWER AND LIGHTING. PROVIDE FA (U) k SAWCUTTING, EXCAVATION AND SURFACE REPAIR PER THE CIVIL ENGINEER'S REQUIREMENTS. 3 INSPECT & RE -TORQUE WIRE TERMINATIONS AT PANEL AND PROVIDE CONTINUITY TEST ON ALL CONDUCTORS. [4� PROVIDE CONDUIT AND CONDUCTORS FROM CREW TOFA (E) SHELTER PANELBOARD TO TOOL CABANA. 5 PROVIDE 4 -FLEX, GFCI PROTECTED, RECEPTACLE, BOX, AND FITTINGS. MOUNT RECEPTACLE INSIDE TOOL CABANA AT 18" AFF. 6 ' PROVIDE LOCAL AREA, LINE VOLTAGE, SWITCHING, BOX AND FITTINGS. [7 - PROVIDE SURFACE MOUNTED, 32W, T82 1X4 FLUORESCENT LIGHTING FIXTURE WITH GASKETED POLYCARBONATE LENS COVER AND ELECTRONIC, N STATNT START BALLAST. 8. COORDINATE ALL SHUTDOWNS WITH BOEING FA (U) TOFA CONSTRUCTION MANAGER. O M M I`- UD in � M " - O to w P� UD u") rt r7 N O M 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 "- A o a B - o D C� a _d E o p F 0 G H J n ' w Q K I V KEY PLAN SCALE : NONE L 20' 1 2 ' 40' SCALE IN FEET rj=300:) I 1 0 U C 1 -UK V I KU V I 1 U N NOVEMBER11 2015 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 151-071 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L ��' �� � �' ® _ROVED 'O 25276 �y 1�s ISTEg� 1�' SIGNAL � � � IIh II ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED W J.BAILEY A 07.05.12 SUBTITLE 480Y/277V PARTIAL POWER PLAN CURRENT REVISION W3441886 SYMBOL A DATE 11.11.15 - APRON B REACTIVATION - RECORD DRAWING 1131966 HGI ROG 12.13.13 C � C L CHECKED P.TSCHERNEGA 08.17.12 SHEET E 111 A APRON B CI PROJECT W3441886 CASNE DAT 11.11.15 T.SAVINO 08.17.12 TITLE APRON B CI PROJECT APRON B ELECTRICAL MASTER RENTON, WA BY DEPT. DATE CHECKED J.HOUSEL 08.14.12 A V R.GWINN 08.17.12 JOB N0. 1131966 COMP N0. APPROVED DWG N0. RTN-APRON-B-E111 13 • 4z Viz*,c m= L cn N z z m 0 D D 60 0 c cn 13 • D m o 0 n n 3z m O D 0 Nz �> uq z _ CD O CD o� I O C, rn n C � C L LEGEND NOT USED ❑ GENERAL NOTES cn OSP FIBER OPTICA 1. PER IFC 2012, CHAPTER 11, AVIATION FACILITIES: I PEDESTAL [] AIRCRAFT BEING FUELED SHALL BE POSITIONED SUCH THAT ANY FUEL SYSTEM VENTS AND OTHER FUEL TANK OPENINGS ARE A MINIMUM OF 1 "C FROM OSP FIBER 1 "C FROM OSP FIBER TWENTY-FIVE FEET (7620mm) FROM BUILDINGS OR OPTIC PEDESTAL FOR PEDES STRUCTURES OTHER THAN JET BRIDGES; AND FIFTY �? 1� 1-1 /2"C, C.O. SECURITY CAMERA EXISTING JBOX EXIS NG 1-1/211C SEC ITY CAMERA -1 -- FEET (15 240mm) FROM AIR INTAKE VENTS FOR 4 C TELE DATA r 4 C TELE DATA _ EXISTING 1-1 /2 C NETWORK DROP / FRO D5 PED. NET RK DROP SAN BOILER, HEATER OR INCINERATOR ROOMS. USED. 2. ALL INTERIOR WIRE TO BE #12 THHN/THWN UNLESS IL OTHERWISE NOTED. ALL OUTDOOR WIRE TO BE EXIT JBOX 0 5-1 I XHHW. OLE 131+7 - 05-426 3. COLOR CODING OF CONDUCTORS SHALL BE 05-425Ll OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS OROWSNETWR NETWORK 100 � E I G B4 POWER ISLAND I 2 CAM- CAM -15 OWS AS FOLLOWS: (OIL-WATEF1SEPARATOR) M-1 EXISTING B4 TELECOMM 2 EXISTING B4 TELECOMM 2 120/208V 277V 480V 1-1 /2 C, C.O. 1 PEDESTAL 1 C FRON�OSP FIBE "A" PHASE(LEFT BUS IN PANEL BLACK BROWN PEDESTAL � �. ) SHELTER TEL/DATA PANEL OPTIC PEASTAL FO » �SECURITYMERA „B„ PHASE (CENTER BUS IN PANEL) RED ORANGE SHELTER TEL/DATA 2-� 1 C PHASE (RIGHT BUS IN PANEL) BLUE YELLOW o SERVICE NETWORK DROP NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN I � N C11 ❑ �r PHASE ROTATION: CLOCKWISE C) / z B4 TOOL �� ��P z� -��_ 4. IDENTIFY ALL RECEPTACLES, JUNCTION BOXES, ��/ I ��/ a o CABA o -SWITCHES, ETC. WITH CIRCUIT IDENTIFICATION. �❑ OM OSP FIBER 1 M OSP FIBER 5. INSTALL REVISED PANEL SCHEDULES UPON OPTIC PEDESTAL. ORQ F COMPLETION OF JOB. o o� OPTIC PEDESTAL FOR I '�i o� � z w SECURITY CAME I C> SECURITY CAMERA Ln 1c) w NETWORK DROP ��� NETWORK DROP ���`' 6. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED w z ABOVE GRADE ON APRON. PVC COATED OR PAINTED z ' CAM-1 -� RIGID STEEL IS ACCEPTABLE. co �'1 / CA 11 / / CAM w wcf) 0H ° Q / / A �� I REFERENCE DRAWINGS 0 B3 -3 �� / B4/B5 / �� 1 / Q z�, / / r- o P�- CONSTRUCTION NOTES z 0 C) �� » ❑'� [�:�PROVIDE AND INSTALL 1-1/2" PVC COATED RGS 0 UL Q)1 FROM EXISTING TEL/COMM JBOX TO WEST SIDE OF u� L z 1 CREW SHELTER AND INTO BUILDING'S DATA PANEL. SVO SVO SVO SVO a �o� o� PROVIDE SAWCUTTING, EXCAVATION AND SURFACE 0 o P o �P� (u) ROFA U ROFA U ROFA u OFA u OFA u REPAIR PER THE CIVIL ENGINEERS REQUIREMENTS. I— ( ) ( ) ( ) ( ( ) a ROFA (U) RORA (U) ROF'A R0FA (U) FA (U ROFA (U) �aROFA (U) ROFA (U) RO (U) OFA (U) R �\77 Not--=�-��Q LEASE LINJ_ A\?, _ Z:: PROVIDE PULL CORD FROM PEDESTAL TO INTERIOR - - �� � �-� ..-� SEAS E LINE �� -�-�-� DATA PANEL. COORDINATE WITH NETVERSANT TO Ao� PULL NEW CAT 5 CABLES. 3W 3Sd3� �N1308 �� C`� 3. COORDINATE WITH BOEING NETWORK PERSONNEL o /o FOR PEDESTAL AND INTERIOR TERMINATIONS AND TUFA (E) TUFA (E) TOFA (E) TUFA (E) TUFA (E) TUFA (E) TOFA (E) TOFA (E) TO FA) TUFA (E) TUFA (E) TO FA (E) TUFA (E) TUFA (E) TUFA (E) TUFA (E) T A (E) TOFA (E) TUFA (E) TOFA (E) TO FA (E) TOFA (E) TOFA (E) SYSTEM STARTUP. I CO Ln d' In N O cn 00 I'- (.0 Ln � I0 N O N N N N N N N •- r- U U U U U U U U U U U U U U U U U Ap ON C" - A a a D Q� B 3 i 0 or 2 RO „D►, s 420/ 1 D 00 � AN BOEING MODEL 7,37- 900ER 81/ 2 F L1 -80 0_5 )T _ G 1\IF CaMaEX IC -MAL El H- 77— _P ; D T' O � s O Z _ 5 ILI .. � aas.... s...:-.... w.}.n. - reps:-s.,... •r:-.-,:v, 1 [A E) R FA (E) OFA E RO A E ROFA E ROFA E OFA E R FA E ROF E OFA E 4 FA R EA E R F E ROFA E ROFA E OFA E R FA E ROF ROFA E ROFA R FA E O O ( ) ) O O ( ) ) O O O ( ) ) ( ( ) (E) O O ( ) EY SCALE: NONE TO FA ( TO FA ( q(E) -TO EA I(L' OLA (E) (E)l TOldA OFA (E� 20' 1 ' 0 20' 40' SCALE IN FEET ISSUE FOR CONSTRUCTION CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS NOVEMBER 11 2015 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 1 (425) 522-1000 WWW. CA SNE. COM JOB NO. 151-071 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L SUBTITLE CURRENT REVISION SYMBOL DATE �� of WAs�r �� ACCEPTABILITY J.BAILEY 07.09.12 W3441886 A 11.11.15 APRON B REACTIVATION - RECORD DRAWING 1131966 HGI ROG 12.13.13 ��' �� THIS DESIGN AND/OR CHECKED DATA & TELECOMMUNICATIONS PLAN SPECIFICATION IS APPROVED P.TSCHERNEGA 08.17.12 SHEET A APRON B CI PROJECT W3441886 CASNE DAT 11.11.15® ENGINEER TITLE APRON B CI PROJECT _ OVED BY DEPT. DATE T.SAVINO 08.17.12 CHECKED E361 25276 J.HAP OEL 08.14.12 JOB NO. COMP NO. 01 USAPRON B �sjsT� 1� R.GWINN 08.17.12 11319 66 sI4NAL � I I (I�A OV DWG N0. II ELECTRICAL MASTER RENTON, WA RTN-APRON-B-E361 CA k a- 3 4'�* qt; --1 A