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HomeMy WebLinkAboutPhase 2 Plans - CAG-25-098 - TaxiwayPAVED P A R K I N G ATCT CLEARANCEREQUIRED ATCT CLEARANCEREQUIRED ATCT CLEARANCEREQUIRED AHE A D LAN EONE AHE A D LAN E ON E MPH15 MPH15 MPH15 MPH15 MPH15 MPH15 AHE A D LAN E ON E STO P STO P AHE A D LAN EONE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 1 _ G 0 . 1 C O V E R S H E E T _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY COVER SHEET G0.1 1 OF 71 CITY OF RENTON RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS AIP #3-53-0055-032-2023 APRIL 2025 SITE MAP NO SCALE VICINITY MAP NO SCALE PROJECT LOCATION APPROXIMATE WORK AREA N N LEGEND RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA RUNWAY OBSTACLE FREE ZONE RUNWAY PROTECTION ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA EXISTING CHAIN LINK FENCE EXISTING STORM DRAIN LINE EXISTING UNDERDRAIN LINE EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN EXISTING CLEAN OUT EXISTING WATER LINE EXISTING WATER METER EXISTING GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER VAULT EXISTING WATER MANHOLE ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT AC ASBESTOS CONCRETE PIPE AOA AIRCRAFT OPERATIONS AREA B/N BETWEEN BO BLOWOFF CB CATCH BASIN CL CENTERLINE CO CLEANOUT CONC CONCRETE DI DUCTILE IRON DIA DIAMETER EA EACH EL ELEVATION EOP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL EX EXISTING EXST EXISTING FG FINISHED GRADE FO FIBER OPTIC FT FOOT/FEET HMA HOT MIX ASPHALT HYD HYDRANT IN INCHES MAX MAXIMUM MIN MINIMUM OC ON CENTER OFF OFFSET P POWER PACS PRIMARY AIRPORT CONTROL STATION T TELECOMMUNICATIONS TLN TAXILANE TW TAXIWAY TWY TAXIWAY PE PLAIN END PROP PROPOSED PVC POLY VINYL CHLORIDE RPR RESIDENT PROJECT REPRESENTATIVE RW RUNWAY RWY RUNWAY SACS SECONDARY AIRPORT CONTROL STATION SS SANITARY SEWER SD STORM DRAIN STA STATION TYP TYPICAL W WATER LEGEND CONT. EXISTING ELECTRICAL LINE EXISTING AIRFIELD LIGHT EXISTING ELECTRICAL VAULT EXISTING JUNCTION BOX EXISTING AIRFIELD GUIDANCE SIGN EXISTING COMMUNICATION LINE EXISTING COMMUNICATION VAULT EXISTING SEWER LINE EXISTING SEWER MANHOLE EXISTING COMPRESSED AIR LINE EXISTING COMPRESSED AIR VAULT EXISTING ELECTRICAL HANDHOLEP 4/14/2025 EROSION CONTROL SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 42 C5.1 EROSION CONTROL PLAN 1 OF 2 43 C5.2 EROSION CONTROL PLAN 2 OF 2 44 C5.3 EROSION CONTROL DETAILS 1 OF 3 45 C5.4 EROSION CONTROL DETAILS 2 OF 3 46 C5.5 EROSION CONTROL DETAILS 3 OF 3 PAVEMENT DEMOLITION SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 10 C0.1 PAVEMENT DEMOLITION PLAN 1 OF 2 11 C0.2 PAVEMENT DEMOLITION PLAN 2 OF 2 12 C0.3 PAVEMENT DEMOLITION DETAILS 1 OF 2 13 C0.4 PAVEMENT DEMOLITION DETAILS 2 OF 2 GENERAL SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 1 G0.1 COVER SHEET 2 G0.2 SHEET INDEX & BID SCHEDULE DESCRIPTIONS 3 G1.1 SITE & SURVEY CONTROL PLAN 4 G2.1 CONSTRUCTION SAFETY & PHASING OVERVIEW 5 G2.2 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 1 OF 2 6 G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 2 7 G2.4 CONSTRUCTION SAFETY & PHASING WORK AREA 6, R6 AND 7 8 G2.5 CONSTRUCTION SAFETY & PHASING WORK AREA 8, R8 AND R9 9 G2.6 CONSTRUCTION SAFETY & PHASING WORK AREA F2 & F3 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 1 _ G 0 . 1 C O V E R S H E E T _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY SHEET INDEX & BID SCHEDULE DESCRIPTIONS G0.2 2 OF 71 PLAN & PROFILE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 14 C1.1 TAXIWAY A & A7 PLAN & PROFILE STA 0+00 TO 11+40 15 C1.2 TAXIWAY A PLAN & PROFILE STA 11+40 TO 23+40 16 C1.3 TAXIWAY A6 PLAN & PROFILE 17 C1.4 PAVING DETAILS 1 OF 7 18 C1.5 PAVING DETAILS 2 OF 7 19 C1.6 PAVING DETAILS 3 OF 7 20 C1.7 PAVING DETAILS 4 OF 7 21 C1.8 PAVING DETAILS 5 OF 7 22 C1.9 PAVING DETAILS 6 OF 7 23 C1.10 PAVING DETAILS 7 OF 7 GRADING SHEET INDEX SHEET NUMBER DRAWING NUMBER DRAWING TITLE 24 C2.1 GRADING PLAN 1 OF 4 25 C2.2 GRADING PLAN 2 OF 4 26 C2.3 GRADING PLAN 3 OF 4 27 C2.4 GRADING PLAN 4 OF 4 28 C2.5 MILL AND OVERLAY PLAN 1 OF 5 WEST APRON 29 C2.6 MILL AND OVERLAY PLAN 2 OF 5 WEST APRON 30 C2.7 MILL AND OVERLAY PLAN 3 OF 5 WEST APRON 31 C2.8 MILL AND OVERLAY PLAN 4 OF 5 WEST APRON 32 C2.9 MILL AND OVERLAY PLAN 5 OF 5 SOUTH BYPASS APRON 33 C2.10 TAXIWAY A & A1 GRADING SECTIONS 34 C2.11 TAXIWAY A GRADING SECTIONS 35 C2.12 TAXIWAY A GRADING SECTIONS 36 C2.13 TAXIWAY A GRADING SECTIONS 37 C2.14 TAXIWAY A GRADING SECTIONS PAVEMENT MARKING SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 38 C3.1 PAVEMENT MARKING PLAN 1 OF 2 39 C3.2 PAVEMENT MARKING PLAN 2 OF 2 40 C3.3 PAVEMENT MARKING DETAILS 1 OF 2 41 C3.4 PAVEMENT MARKING DETAILS 2 OF 2 STORM DRAINAGE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 47 C6.0 STORM DRAINAGE GENERAL NOTES 1 OF 1 48 C6.1 STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 2 49 C6.2 STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 2 50 C6.3 UNDERDRAIN 1 OF 2 51 C6.4 UNDERDRAIN 2 OF 2 52 C6.5 STORM PLAN & PROFILE 1 OF 3 53 C6.6 STORM PLAN & PROFILE 2 OF 3 54 C6.7 STORM PLAN & PROFILE 3 OF 3 55 C6.8 STORM DETAILS 1 OF 2 56 C6.9 STORM DETAILS 2 OF 2 WATER SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 57 C7.1 WATER IMPROVEMENTS PLAN 1 OF 3 58 C7.2 WATER IMPROVEMENTS PLAN 2 OF 3 59 C7.3 WATER IMPROVEMENTS PLAN 3 OF 3 LIGHTING AND SIGNAGE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 60 E0.1 ELECTRICAL SCOPE OF WORK PLAN 61 E1.1 ELECTRICAL DEMOLITION PLAN 1 OF 2 62 E1.2 ELECTRICAL DEMOLITION PLAN 2 OF 2 63 E2.1 ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 2 64 E2.2 ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 2 65 E2.3 ELECTRICAL LIGHTING AND SIGNAGE TABLES 66 E3.1 ELECTRICAL DETAILS 1 OF 5 67 E3.2 ELECTRICAL DETAILS 2 OF 5 68 E3.3 ELECTRICAL DETAILS 3 OF 5 69 E3.4 ELECTRICAL DETAILS 4 OF 5 70 E3.5 ELECTRICAL DETAILS 5 OF 5 71 E4.1 TAXIWAY A CIRCUIT MAP BID SCHEDULE G - BASE BID: -TAXIWAY A, A6 AND A7 PAVEMENT REHABILITATION -INFIELD GRADING AND STORM DRAINAGE IMPROVEMENTS -TEMPORARY EROSION AND SEDIMENT CONTROL -SUBDRAIN INSTALLATION -FIRE WATER IMPROVEMENTS -AIRFIELD LIGHTING AND SIGNAGE IMPROVEMENTS -AIRFIELD STRIPING BID SCHEDULE H - ADDITIVE PAVEMENT REHABILITATION (AIP-ELIGIBLE): -WEST APRON MILL AND INLAY REHABILITATION WITHIN TAXIWAY OBJECT FREE AREA -AIRFIELD STRIPING BID SCHEDULE I - ADDITIVE PAVEMENT REHABILITATION (NON AIP-ELIGIBLE): -WEST APRON MILL AND INLAY REHABILITATION OUTSIDE TAXIWAY OBJECT FREE AREA -AIRFIELD STRIPING -ISOLATED STORM DRAINAGE IMPROVEMENTS BID SCHEDULE J - ADDITIVE PAVEMENT REHABILITATION (BOEING NON AIP-ELIGIBLE): -WEST APRON PAVEMENT REHABILITATION WITHIN BOEING LEASE BOUNDARY OF APRON B -AIRFIELD STRIPING -STATIC GROUND RESTORATION BID SCHEDULE K - ELECTRICAL ADDITIVE (AIP-ELIGIBLE): -ADDITIVE REPLACEMENT OF AIRFIELD LIGHTING CONDUIT AND BASECANS PHASE 2 PROJECT BID SCHEDULES THE PROJECT IS COMPOSED OF SEVERAL ADDITIVE BID SCHEDULES WITH GENERAL SCOPE ITEMS LISTED BELOW. EXCEPT WHERE NOTED OTHERWISE, ALL PROJECT ELEMENTS SHALL BE INCLUDED IN BID SCHEDULE A. 4/14/2025 ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 MP H 15 MP H 15 MP H 15 MP H 15 ST O P 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 0 + 0 0 2+00 4 + 0 0 6+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+ 0 0 TW - A 3 S T A 0 + 0 0 . 0 0 E: 1 2 9 8 1 8 5 . 2 7 4 N: 1 8 3 4 6 1 . 5 3 3 TW - A 3 S T A 7 + 0 0 . 0 0 E: 1 2 9 8 6 3 6 . 9 3 9 N: 1 8 3 9 9 6 . 3 2 2 TW-A2 STA 6+00.00 E: 1298599.809 N: 184990.113 TW-A2 STA 0+00.00 E: 1298001.928 N: 184939.733 TW A 1 - A - A 7 S T A 5 3 + 3 0 . 8 6 E: 1 2 9 8 1 6 9 . 5 3 7 N: 1 8 5 3 3 2 . 5 4 0 TW A1-A-A7 STA 56+05.75 E: 1298329.225 N: 185521.616 R17 5 ' TW A1-A-A7 STA 58+00.00 E: 1298522.789 N: 185537.927 500 EL: 22.87 N: 185492.50 E: 1298139.39 FOUND 3" BRASS DISK "GPS-1" 501 EL: 22.75 N: 185108.23 E: 1298115.41 SET MAG MAIL W/ WASHER 512 EL: 24.77 N: 183481.01 E: 1298228.23 SET MAG NAIL W/ WASHER 513 EL: 23.88 N: 183807.41 E: 1298199.08 SET MAG NAIL W/ WASHER 514 EL: 23.98 N: 184126.15 E: 1298181.67 SET MAG NAIL W/ WASHER 515 EL: 23.42 N: 184492.60 E: 1298164.12 SET MAG NAIL W/ WASHER 516 EL: 21.99 N: 184820.77 E: 1298139.96 SET MAG NAIL W/ WASHER 517 EL: 24.11 N: 185628.33 E: 1298446.40 FOUND MONUMENT "300" 518 EL: 22.65 N: 185416.86 E: 1298290.03 SET SCRIBED "X" 519 EL: 21.50 N: 185095.22 E: 1298359.60 SET SCRIBED "X" 520 EL: 21.53 N: 184841.28 E: 1298381.07 SET SCRIBED "X" 521 EL: 22.56 N: 184551.26 E: 1298410.53 SET SPIKE W/ CAP 522 EL: 23.47 N: 184247.02 E: 1298429.15 SET SCRIBED "X" 523 EL: 23.20 N: 183758.98 E: 1298375.89 SET SCRIBED "X" 524 EL: 23.66 N: 183555.27 E: 1298495.26 SET SPIKE W/CAP 525 EL: 23.74 N: 183348.07 E: 1298504.51 SET SPIKE W/CAP 539 EL: 24.13 N: 185329.36 E: 1298471.84 FOUND MAG NAIL 540 EL: 22.28 N: 185177.34 E: 1298241.01 FOUND MONUMENT "1270" TW-A3 STA 2+00.00 = TW A1-A-A7 STA 36+06.56 TW-A2 STA 2+00.00 = TW A1-A-A7 STA 49+53.51 AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E ST O P TW A1-A-A7 STA 0+00.00 E: 1298990.001 N: 180379.657 TW A1-A-A7 STA 2+26.69 E: 1298764.114 N: 180360.622 R 1 7 5 ' TW A 6 S T A 0 + 0 0 . 0 0 E: 1 2 9 8 2 8 7 . 8 7 8 N: 1 8 1 8 5 7 . 9 0 1 TW A 6 S T A 6 + 0 0 . 0 0 E: 1 2 9 8 8 3 2 . 4 4 8 N: 1 8 1 6 0 6 . 0 2 2 2+ 0 0 4+ 0 0 TW A5 STA 7+00.00 E: 1298783.472 N: 182257.369 TW A5 STA 0+00.00 E: 1298248.683 N: 182709.034 2+ 0 0 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 2+ 0 0 4+ 0 0 TW A4 STA 6+00.00 E: 1298773.220 N: 182932.183 TW A4 STA 0+00.00 E: 1298175.339 N: 182881.802 2+ 0 0 4+0 0 6+ 0 0 502 EL: 30.01 N: 180241.27 E: 1298550.18 FOUND 1-3/4" BRASS DISK 503 EL: 28.77 N: 180577.63 E: 1298481.85 SET MAG NAIL W/ WASHER 505 EL: 27.86 N: 180964.29 E: 1298449.28 SET MAG NAIL W/ WASHER 506 EL: 27.18 N: 181310.36 E: 1298419.99 SET MAG NAIL W/ WASHER 507 EL: 26.03 N: 181584.91 E: 1298411.84 SET MAG NAIL W/ WASHER 508 EL: 25.41 N: 181982.90 E: 1298374.79 SET SCRIBED "X" 509 EL: 25.12 N: 182361.42 E: 1298331.73 SET MAG NAIL W/ WASHER 510 EL: 25.44 N: 182724.05 E: 1298301.66 SET MAG NAIL W/ WASHER 511 EL: 25.11 N: 183095.52 E: 1298261.23 SET MAG NAIL W/ WASHER 526 EL: 23.70 N: 183020.49 E: 1298534.27 SET SCRIBED "X" 527 EL: 23.13 N: 182841.63 E: 1298472.21 SET SCRIBED "X" 528 EL: 23.77 N: 182534.93 E: 1298531.10 SET SCRIBED "X" 529 EL: 24.33 N: 182327.98 E: 1298581.65 SET SPIKE W/CAP 530 EL: 24.62 N: 182115.78 E: 1298626.29 SET SPIKE W/CAP 531 EL: 24.67 N: 181875.59 E: 1298631.53 SET SCRIBED "X" 532 EL: 25.01 N: 181538.82 E: 1298659.62 SET SCRIBED "X" 533 EL: 25.87 N: 181256.01 E: 1298680.62 SET SPIKE W/CAP 534 EL: 27.99 N: 180936.32 E: 1298711.52 SET SPIKE W/CAP 535 EL: 29.58 N: 180521.17 E: 1298746.17 SET SCRIBED "X" 536 EL: 30.54 N: 180607.10 E: 1298870.34 FOUND MAG NAIL 537 EL: 32.28 N: 180268.63 E: 1298899.02 FOUND MAG NAIL W/ WASHER 538 EL: 29.07 N: 180757.80 E: 1298609.05 FOUND MONUMENT "1266" 600 EL: 26.82 N: 182345.49 E: 1298190.52 SET MAG NAIL W/ WASHER 601 EL: 27.32 N: 182661.28 E: 1298078.22 SET REBAR W/ CAP 602 EL: 24.69 N: 182958.56 E: 1298156.77 SET MAG NAIL W/ WASHER 1276 EL: 25.61 N: 182043.42 E: 1298249.54 FOUND LEAD & TACK "CP 1276" TW A6 STA 2+00.00 = TW A1-A-A7 STA 17+59.65 TW A5 STA 2+00.00 = TW A1-A-A7 STA 25+68.55 TW A4 STA 2+00.00 = TW A1-A-A7 STA 28+88.29 TW A 1 - A - A 7 S T A 5 + 0 1 . 5 8 E: 1 2 9 8 5 7 5 . 0 3 8 N: 1 8 0 5 2 0 . 3 1 0 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 2 _ G 1 . 0 S I T E & S U R V E Y C O N T R O L P L A N _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R 0 SCALE 1" = 100 200 100' N APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY SITE & SURVEY CONTROL PLAN G1.1 3 OF 71 SURVEY NOTES 1.SURVEY CONTROL PROVIDED HEREIN IS BASED ON TOPOGRAPHIC SURVEY COMPLETED BY 1 ALLIANCE GEOMATICS IN JUNE 2023. 2.HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83(2011), US SURVEY FOOT. 3.VERTICAL DATUM: NAVD88 4.BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83(2011), US SURVEY FOOT (GRID) N 01° 06' 13" W [FOUND MONUMENT (1 ALLIANCE #502) TO FOUND MONUMENT (1 ALLIANCE #517)] 5.PROJECT BENCHMARK: (CITY OF RENTON #1276) FOUND TACK IN LEAD (PUBLISHED ELEV = 25.61'). LEGEND CONTROL MONUMENT ADDITIONAL REFERENCE POINTS MA T C H L I N E , S E E B E L O W MA T C H L I N E , S E E A B O V E TAXIWAY A TAXIWAY A7 TAXIWAY A6 TAXIWAY A5 TAXIWAY A4 TAXIWAY A3 TAXIWAY A2 TAXIWAY A1 TAXIWAY A BOEING C RAMP BOEING B RAMP LAKE WASHINGTON RUNWAY 16-34 RUNWAY 16-34 SURVEY NOTES CONT. 6.FIELD WORK FOR THIS SURVEY WAS PERFORMED IN JUNE 2023. MONUMENTS AND CONTROL POINTS SHOWN HEREIN WERE VISITED AND/OR SET IN JUNE 2023. 7. CONTOURS SHOWN ARE DERIVED FROM DIRECT FIELD OBSERVATIONS. 8. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREIN ARE APPROXIMATE LOCATIONS ONLY BASED ON THE FIELD LOCATION OF UTILITY LOCATE PAINT MARKS AND PHYSICAL FEATURES VISIBLE ON OR ABOVE THE GROUND SURFACE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL UNDERGROUND UTILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS/HER FAILURE TO EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY FACILITIES. SURVEY NOTES CONT. 9. UTILITY LOCATES FOR THIS PROJECT WERE PERFORMED BY APPLIED PROFESSIONAL SERVICES (APS) 425-728-2719. 10. EXISTING SITE FEATURES PORTRAYED AS BACKGROUND INFORMATION ON ALL PLANS IN THIS DRAWING SET ARE BASED ON THE BEST INFORMATION AVAILABLE AND WERE COMPILED USING INFORMATION OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE AIRPORT, GIS, AND THE TOPOGRAPHIC SURVEY COMPLETED BY 1 ALLIANCE GEOMATICS. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD AND NOTIFY THE AIRPORT IMMEDIATELY IF THERE ARE DISCREPANCIES TO WHAT IS SHOWN ON THESE PLANS. 11. STATION OFFSET INFORMATION INDICATED FOR EXISTING MONUMEMNT LOCATIONS IS PROVIDED FOR REFERENCE ONLY AND IS TIED TO THE TAXIWAY A1-A-A7 ALIGNMENT. 4/14/2025 0+ 0 0 2+ 0 0 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 25 0 ' 50 0 ' 20 0 ' 40 0 ' 75 ' 15 0 ' LAT: N047° 29' 21.40" LONG: W122° 12' 54.50" LAT: N047° 29' 21.19" LONG: W122° 12' 57.47" LAT: N047° 29' 25.12" LONG: W122° 12' 58.07" LAT: N047° 29' 25.32" LONG: W122° 12' 55.10" LAT: N047° 29' 28.95" LONG: W122° 12' 58.64" LAT: N047° 29' 20.40" LONG: W122° 12' 57.35" LAT: N047° 29' 15.07" LONG: W122° 12' 56.55" LAT: N047° 29' 12.07" LONG: W122° 12' 53.09" LAT: N047° 29' 08.12" LONG: W122° 12' 52.50" LAT: N047° 29' 07.92" LONG: W122° 12' 55.46" LAT: N047° 29' 11.86" LONG: W122° 12' 56.06" LAT: N047° 29' 09.20" LONG: W122° 12' 48.29" LAT: N047° 29' 08.24" LONG: W122° 12' 48.09" LAT: N047° 29' 08.10" LONG: W122° 12' 50.71" LAT: N047° 29' 09.05" LONG: W122° 12' 51.14" LAT: N047° 29' 24.54" LONG: W122° 13' 00.63"LAT: N047° 29' 24.14" LONG: W122° 13' 00.57" LAT: N047° 29' 24.03" LONG: W122° 13' 02.39" LAT: N047° 29' 24.42" LONG: W122° 13' 02.33" LAT: N047° 29' 24.66" LONG: W122° 12' 51.03" LAT: N047° 29' 23.90" LONG: W122° 12' 50.81" LAT: N047° 29' 23.84" LONG: W122° 12' 51.83" LAT: N047° 29' 24.61" LONG: W122° 12' 51.99" LAT: N047° 29' 08.97" LONG: W122° 12' 57.97" LAT: N047° 29' 08.10" LONG: W122° 12' 57.19" LAT: N047° 29' 08.13" LONG: W122° 12' 59.22" LAT: N047° 29' 08.93" LONG: W122° 12' 59.25" SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 c: \ c e n t u r y w e s t d r o p b o x \ p u g e t s o u n d \ P r o j e c t s \ r e n t o n , c i t y o f \ ` t a x i w a y a r e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 3 _ G 2 . 1 C O N S T R U C T I O N S A F E T Y A N D P H A S I N G O V E R V I E W _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 100'200' 100' N MARCH 2025 35022.008.02 AS NOTED GJR SAS DMY CONSTRUCTION SAFETY & PHASING OVERVIEW G2.1 4 OF 71 G2.1 1 SCALE: 1" = 100' WORK AREA OVERVIEW PLAN PHASE 2 STAGING AREA 5 RUNWAY 16-34 WA 8 WA 7 WA 6 WA R8 WA R6 PHASE 2 STAGING AREA 4 WA F3 WA F2 TAXIWAY B6 TAXIWAY B5 TAXIWAY B4 TAXIWAY A5 TAXIWAY A4 TAXIWAY B7 TAXIWAY A7 WA R9 GATE V-7 GATE V-6 GATE V-8 PHASE 2 STAGING AREA 3 GATE V-5 AI R P O R T W A Y RAINIER AVE N W PERIMETER RD PLACE RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) SEE DETAIL G2.3 3 CLCLCL TAXIWAY A6 AI R P O R T W A Y RAINIER AVE N BUILDING 243/ AIRPORT OFFICE BUILDING 250/ CASCADIAN BUILDING 500/ LANE HANGARS BUILDING 520/ LANE HANGARS BUILDING 540/ RENTON HANGARS FUEL BOEING B RAMP BUILDING 600/ CITY HANGARS BUILDING 608/ NW SEAPLANES ATCT BUILDING 622/ PSE BUILDING 5-45/ BOEING FUEL LEGEND FOD BARRIER STAGING AREA WORK AREA BOUNDARY WORK AREA BOUNDRY (RUNWAY CLOSED) WORKING AREA LABEL WORKING AREA LABEL (RUNWAY CLOSED) LOW LEVEL BARRICADE SEE DETAIL TUBULAR MARKERS CONSTRUCTION ACCESS/ HAUL ROUTE (BADGE REQUIRED) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.3 1 G2.3 TEMPORARY CONSTRUCTION FENCE X X X GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION. 2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR. 3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 4/14/2025 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 c: \ c e n t u r y w e s t d r o p b o x \ p u g e t s o u n d \ P r o j e c t s \ r e n t o n , c i t y o f \ ` t a x i w a y a r e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 4 _ G 2 . 2 C O N S T R U C T I O N S A F E T Y A N D P H A S I N G N O T E S & D E T A I L S . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R GENERAL WORK AREA NOTES: 1.THE CONTRACTOR SHALL BE RESTRICTED TO USE THE ENTRANCE AND HAULING ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. NO PERSONAL VEHICLES SHALL BE ALLOWED OUTSIDE OF THE STAGING AREA. THE AIRPORT MAY IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROM THE SITE IN VIOLATION OF AIRPORT SAFETY PROCEDURES. 2.CONTRACTOR SHALL AVOID IMPACTS TO AIRFIELD LIGHTING AND PAVEMENTS OUTSIDE WORK AREA. CONTRACTOR SHALL PROVIDE TEMPORARY CONNECTIONS TO KEEP ELECTRICAL SYSTEMS ENERGIZED OUTSIDE OF THE WORK AREA AT NO COST TO AIRPORT. 3.LIMIT EQUIPMENT HEIGHT TO 12' FEET UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4.LIMIT STOCK PILES TO 10' IN HEIGHT AND AT LEAST 320' FROM RUNWAY CENTERLINE AND 62' FROM TAXIWAY CENTERLINE. STOCK PILES SHALL NOT PENETRATE PART 77 SURFACES AS SHOWN IN THESE PLANS. 5.IN THE EVENT OF AN EMERGENCY, MOVE ALL EQUIPMENT AND PERSONNEL TO THE CONTRACTOR'S STAGING AREA UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6.ACCESS TO ANY WORK AREA MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO WORK IN THAT AREA. NOTIFY THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO BEGINNING WORK IN ANY AREA. 7.PLACE LOW LEVEL BARRICADES, FOD BARRIER, AND TUBULAR MARKERS AS SHOWN AND DESCRIBED IN SECTION C-103 OF THE SPECIFICATIONS. ADDITIONALLY, LOW LEVEL BARRICADES SHALL BE PLACED AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURES (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). 8.FOR RUNWAY CLOSURE, PLACE CONTRACTOR-PROVIDED ILLUMINATED CLOSURE CROSSES AS SHOWN. DISENGAGE LIGHTING SYSTEM, BEACON, REILS, RUNWAY 16 PAPI, RUNWAY 34 PAPI, AND WINDCONE DURING RUNWAY CLOSURE(S). 9.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORT RADIO CAPABLE OF MONITORING RENTON GROUND FREQUENCY (121.600) AND THE CTAF (124.7) DURING HOURS WHEN CONTROL TOWER IS CLOSED. 10.FOR ADDITIONAL REQUIREMENTS, REFER TO SECTION C-103, AIRPORT SAFETY, IN THE TECHNICAL SPECIFICATIONS. 11.MAINTAIN PUBLIC ACCESS TO ALL AIRPORT FACILITIES AND OPERATION AREAS, OUTSIDE OF CLOSED WORK AREAS, AT ALL TIMES. 12.THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AIRFIELD AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY AMBULANCE AND MEDI-VAC OPERATIONS. DURING MEDICAL EVACUATION EMERGENCIES CONTRACTOR SHALL MOVE ALL WORKERS AND EQUIPMENT TO THE STAGING AREA. 13.THE CONTRACTOR SHALL DISENGAGE LIGHTING CIRCUITS, DARKEN LIGHT FIXTURES, AND COVER GUIDANCE SIGNS AS DIRECTED BY THE AIRPORT OR ENGINEER TO PREVENT AIRCRAFT FROM TAXIING TOWARDS CLOSED WORK AREAS. 14.STAGING AREAS 3, 4 AND 5 WILL BE AVAILABLE FOR THE CONTRACTOR DURING PHASE 2 CONSTRUCTION. 15.AIRPORT WILL ISSUE NOTAMS FOR ALL RUNWAY CLOSURES AND OPERATIONAL IMPACTS. WORK IN SAFETY AREAS AND OBJECT FREE AREAS: 1.NO WORK IS ALLOWED IN ACTIVE RUNWAY AND TAXIWAY SAFETY AREAS. RUNWAY SAFETY AREA (RSA) AND TAXIWAY SAFETY AREA (TSA) ARE DEFINED AS AREAS THAT SHALL BE CLEARED AND GRADED AND HAVE NO RUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS. THE MAXIMUM SLOPE ANYWHERE WITHIN A RUNWAY OR TAXIWAY SAFETY AREA SHALL BE 5%. IN TRANSITIONS FROM PAVED TO UNPAVED AREAS, A 1.5 INCH VERTICAL DROP IS ALLOWED. THE RUNWAY AND TAXIWAY SAFETY AREAS SHALL BE MAINTAINED AT ALL TIMES WHEN THE RUNWAY AND TAXIWAY ARE OPEN TO AIR TRAFFIC. PERSONNEL, EQUIPMENT, OR MATERIAL WITHIN A RUNWAY SAFETY AREA AT ANY TIME REQUIRES A CLOSURE. SAFETY AREAS THAT ARE CLOSED FOR CONSTRUCTION MUST MEET THESE CRITERIA PRIOR TO REOPENING. 2.THE CONTRACTOR SHALL ANTICIPATE THE CONSTRUCTION OF TEMPORARY FILLS, COMPACTION, AND GRADING TO MEET THE REQUIREMENTS OF "WORK IN SAFETY AREAS AND OBJECT FREE AREAS", PRIOR TO REOPENING RUNWAYS AND TAXIWAYS. THIS WORK IS CONSIDERED INCIDENTAL TO VARIOUS WORK ITEMS AND SEPARATE PAYMENT WILL NOT BE MADE. 3.CONTRACTOR SHALL NOT ENTER ANY ACTIVE RSA OR TSA WITHOUT AUTHORIZATION FROM THE AIRPORT. ALL EQUIPMENT, TOOLS, AND MATERIALS SHALL BE MOVED TO STAGING AREAS PRIOR TO REOPENING A RUNWAY OR TAXIWAY. 4.SAFETY AREA LIMITS TAXIWAY - 39.5' FROM RUNWAY 16-34 - 75' FROM 5.RUNWAY AND TAXIWAY OBJECT FREE ZONES ARE DEFINED AS AREAS THAT SHALL BE CLEAR OF FIXED OR MOVABLE OBJECTS. NO WORK MAY OCCUR IN TAXIWAY OBJECT OBJECT FREE AREAS UNLESS THE TAXIWAY IS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE OF EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED WITHIN TAXIWAY OBJECT FREE AREAS. 6.OBJECT FREE AREA LIMITS TAXIWAYS - 62' FROM RUNWAY 16-34 - 250' FROM 7.RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND TAXIWAY OBJECT FREE AREA CRITERIA MUST BOTH BE MET PRIOR TO OPENING AN IMPACTED RUNWAY OR TAXIWAY. CL CL WORK AREA DESCRIPTIONS: WORK SCHEDULES: ·SCHEDULE G: BASE BID - PHASE 2 (AIP ELIGIBLE) ·SCHEDULE H: ADDITIVE PAVEMENT REHABILITATION - PHASE 2 (AIP ELIGIBLE) ·SCHEDULE I: ADDITIVE PAVEMENT REHABILITATION - PHASE 2 (NON-AIP ELIGIBLE) ·SCHEDULE J: ADDITIVE PAVEMENT REHABILITATION - PHASE 2 (BOEING NON-AIP ELIGIBLE) ·SCHEDULE K: ELECTRICAL ADDITIVE (AIP ELIGIBLE) 1. WORK AREA #6 - SCHEDULE G, SCHEDULE H, SCHEDULE I, SCHEDULE J, & SCHEDULE K 2. WORK AREA #7 - SCHEDULE G, SCHEDULE H, SCHEDULE I, SCHEDULE J, & SCHEDULE K 3. WORK AREA #8 - SCHEDULE G, SCHEDULE H, SCHEDULE I, SCHEDULE J, & SCHEDULE K 4. WORK AREA #R6 - SCHEDULE G & SCHEDULE K 5. WORK AREA #R8 - SCHEDULE G & SCHEDULE K 6. WORK AREA #R9 - SCHEDULE G 7. WORK AREA #F2 - SCHEDULE G 8. WORK AREA #F3 - SCHEDULE G 2 G2.2 CONSTRUCTION TIMELINE NO SCALE NOTES: 1.THE WORD "DAYS" IN THIS DETAIL REFERS TO CONTINUOUS CALENDAR DAYS. 2.WA F2 SHALL BE PERFORMED IN 5 CONTINUOUS CALENDAR DAYS AT ANY POINT CONCURRENTLY WITHIN THE CONSTRUCTION TIME OF WA 6 (35 DAYS). 3.A CONTINUOUS 2-CALENDAR DAY PERIOD SHALL BE ALLOWED AT THE CONCLUSION OF THE WORK, 30 DAYS AFTER FINAL PAVING, TO ALLOW FOR THE FINAL PAVEMENT MARKING APPLICATION AND FINAL SEEDING. DUE TO WEATHER CONDITIONS, THIS APPLICATION MAY BE DELAYED UNTIL FALL 2027. THE CONTRACTOR SHALL ANTICIPATE PERFORMING THIS WORK AT NO ADDITIONAL COST TO THE OWNER, REGARDLESS OF THE TIMING OF APPLICATION, WITHIN THE 2-CALENDAR DAY PERIOD, THE RUNWAY WILL BE CLOSED FOR (1) PERIOD FROM 12:00PM TO 10:00PM. 4.WA R9 AND WA F3 SHALL BE PERFORMED CONCURRENT WITH ANY OTHER WORK AREAS THAT REQUIRE A RUNWAY CLOSURE. TOTAL CONSTRUCTION TIME = 79 DAYS (SEE NOTE 3) WA #6 = 35 DAYS BE G I N W O R K 2 0 2 7 EN D W O R K 2 0 2 7 WA #7 = 21 DAYS WA #8 = 21 DAYS WA #R6 = 14 DAYS WA #R8 = 14 DAYS TR A N S I T I O N A L SU R F A C E S = 7 : 1 T R A N S I T I O N A L S U R F A C E S = 7 : 1 CL CL PART 77 SURFACE EXISTING GROUND PROFILE GRADE AT RUNWAY CENTERLINE CONTRACTOR STOCKPILED MATERIAL AND EQUIPMENT SHALL NOT PENETRATE PART 77 SURFACE, NOR SHALL IT BE LEFT UNATTENDED WITHIN OBJECT FREE ZONES. RUNWAY 16-34 (250') 1 G2.2 TYPICAL CROSS SECTION PART 77 SURFACE NO SCALE CL CL GENERAL SEQUENCING AND PHASING NOTES: 1.ALL PHASE 2 WORK SHALL BE COMPLETE WITHIN 77 CONSECUTIVE CALENDAR DAYS OF CONTRACT NOTICE TO PROCEED. IF WORK IS NOT COMPLETE WITHIN THE 77 CONSECUTIVE CALENDAR DAY PERIOD, LIQUIDATED DAMAGES WILL BE ASSESSED. 2.COORDINATE WORK AREA CLOSURES WITH THE AIRPORT TO ENSURE ACCESS AS NEEDED TO MAINTAIN AIRPORT OPERATIONS, INCLUDING PROVIDING FOR AND MAINTAINING ACCESS TO THE FOLLOWING: ·ACCESS TO THE BOEING B APRON AT ALL TIMES; ·ACCESS TO THE GA RAMP AT ALL TIMES; ·ACCESS TO THE HANGAR COMPLEX AT ALL TIMES; ·ACCESS TO THE FBO RAMP AT ALL TIMES; 2.RUNWAY 16-34 (FULL LENGTH) MUST BE OPEN AT ALL TIMES, EXCEPT DURING SWING SHIFT WORK. SWING SHIFT WORK INCLUDES WA R6, WA R8, WA R9 AND WA F3. 3.WORK IN WA 6 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R6. 4.WORK IN WA 8 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R8. 5.WA F3 AND WA R9 CAN BE CONCURRENT WITH ANY OTHER WORK AREAS THAT REQUIRE A RUNWAY CLOSURE. 6.CONTRACTOR SHALL BE PREPARED TO COVER ("BAG") SIGNS AND/OR BLACKEN (PAINT) SURFACE SIGNS IF DIRECTED BY THE AIRPORT, AT NO ADDITIONAL COST. WORK AREA "ACCESS VIA AIRPORT ESCORT" NOTES: 1.WHERE "ACCESS VIA AIRPORT ESCORT" IS DESIGNATED ON THE PLANS, THE NOTES THAT FOLLOW SHALL APPLY. SEE DRAWING G2.6 FOR WA F3. 3.ACCESS TO "ACCESS VIA AIRPORT ESCORT" AREAS WILL BE LIMITED TO 1 ENTRANCE AND 1 EXIT PER CALENDAR DAY. THE CONTRACTOR SHALL MOBILIZE ALL NECESSARY LABOR, EQUIPMENT, MATERIALS, SANITARY FACILITIES, DRINKING WATER, AND OTHER ITEMS NECESSARY TO COMPLETE THE WORK WITHIN THE AREA. 4.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORT RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY AND CTAF. 5.WHEN WORK IS COMPLETE IN THE WORK AREA, THE CONTRACTOR SHALL CONTACT THE AIRPORT TO ARRANGE FOR AN ESCORT BY THE AIRPORT FROM THE WORK AREA. GENERAL WORK SCHEDULE NOTES: 1.A 77 CALENDAR DAY PERIOD IS ALLOWED FOR ALL CONTRACT WORK ASSOCIATED WITH THE PHASE 2, INCLUDING 1 COAT OF TEMPORARY PAVEMENT MARKINGS (WITH GLASS BEADS). ALL AIRPORT FACILITIES SHALL BE OPEN AND USABLE AT THE END OF THE 77 CALENDAR DAY PERIOD. 2.THE ONLY WORK EXEMPT FROM THE 77 CALENDAR DAY PERIOD IS THE FINAL PAVEMENT MARKING APPLICATIONS AND FINAL SEEDING, WHICH WILL BE ALLOWED OVER 2 CONTINUOUS CALENDAR DAYS. 3.ANY TIME DURING THE 77 CALENDAR DAY PERIOD, SWING SHIFT WORK, WHICH REQUIRES THE CLOSURE OF RUNWAY 16-34, IS ALLOWED AT THE CONTRACTOR'S OPTION. THE CONTRACTOR SHALL PLACE AND MAINTAIN UP TO TWO SETS OF AIRPORT CLOSURE CROSSES DURING SWING SHIFT WORK. THE CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR AIRPORT STAFF TO CONDUCT RUNWAY INSPECTIONS AND AUTHORIZATION OF THE RUNWAY OPENING UPON COMPLETION OF SWING SHIFT WORK. 4.FOR COMMENCEMENT OF MATERIAL, PRODUCT, AND EQUIPMENT SUBMITTALS PROCESS, PRODUCTION AND/OR PROCUREMENT OF MATERIALS AND LONG LEAD TIME ITEMS FOR 2027 CONSTRUCTION: NTP FOR MATERIAL ACQUISITION WILL BE ISSUED PRIOR TO PHASE 2 NTP. THE WORK SHALL BE COMPLETE PRIOR TO THE NTP DATE FOR CONSTRUCTION OF PHASE 2. WORK PERIOD DEFINITIONS: 1."SWING SHIFT WORK," AND THE LIKE SHALL MEAN A TIME PERIOD BEGINNING AFTER 12:00PM AND END BEFORE 10:00PM. FULL CLOSURE OF RUNWAY 16-34 IS REQUIRED DURING SWING SHIFT WORK IN WORK AREAS R1, R2, R3, R4&5, R6, R7&8, R9, R10, R11 AND R12. SWING SHIFT WORK SHALL END AT LEAST ONE HOUR BEFORE THE END OF SWING SHIFT WORK TO ALLOW FOR CONTRACTOR CLEANUP, OWNER INSPECTIONS OF THE WORK AREAS, OWNER INSPECTIONS OF THE RUNWAYS AND TAXIWAYS, AND OWNER AUTHORIZATION FOR RUNWAY AND TAXIWAY OPENINGS. 2. "PAVEMENT CURING PERIOD" SHALL MEAN THE PERIOD OF TIME BEGINNING THE DAY AFTER THE LAST DAY OF PAVING AND ENDING 30 CALENDAR DAYS AFTER THE LAST DAY OF PAVING. MARCH 2025 35022.008.02 AS NOTED GJR SAS DMY CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 1 OF 2 G2.2 5 OF 71 WA #F3 AND WA R9= 28 DAYS (SEE NOTE 4) WA #F2 = 5 DAYS RUNWAY 16-34 DECLARED DISTANCES SUMMARY: 1.PUBLISHED DECLARED DISTANCES: TAKEOFF RUN AVAILABLE (TORA) RUNWAY 16 - 5382'; RUNWAY 34 - 5382' TAKEOFF DISTANCE AVAILABLE (TODA) RUNWAY 16 - 5382'; RUNWAY 34 - 5382' ACCELERATE-STOP DISTANCE AVAILABLE (ASDA) RUNWAY 16 - 5042'; RUNWAY 34 - 5082' LANDING DISTANCE AVAILABLE (LDA) RUNWAY 16 - 4742'; RUNWAY 34 - 4742' 2.DECLARED DISTANCES DURING WORK AREA R8: TAKEOFF RUN AVAILABLE (TORA) RUNWAY 16 - 5382'; RUNWAY 34 - 5054' TAKEOFF DISTANCE AVAILABLE (TODA) RUNWAY 16 - 5382'; RUNWAY 34 - 5054' ACCELERATE-STOP DISTANCE AVAILABLE (ASDA) RUNWAY 16 - 4714'; RUNWAY 34 - 4795' LANDING DISTANCE AVAILABLE (LDA) RUNWAY 16 - 4455'; RUNWAY 34 - 4455' 4/14/2025 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 c: \ c e n t u r y w e s t d r o p b o x \ p u g e t s o u n d \ P r o j e c t s \ r e n t o n , c i t y o f \ ` t a x i w a y a r e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 4 _ G 2 . 2 C O N S T R U C T I O N S A F E T Y A N D P H A S I N G N O T E S & D E T A I L S . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R ORANGE / WHITE STRIPE HIGH REFLECTIVE SHEETING BATTERY OR SOLAR POWERED RED LENS STANDARD BARRICADE LIGHT ELEVATION FILL WITH WATER OR SAND ORANGE BODY NOTES: 1.BARRICADES SHALL MEET THE REQUIREMENTS OF AC 150/5370-2, CURRENT EDITION. 2.PLACE BARRICADE PER THE PLANS OR AS DIRECTED BY THE ENGINEER. 3.BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, FILLING, EMPTYING, MOVING, MAINTAINING AND PROTECTING BARRICADES THROUGHOUT THE DURATION OF THE PROJECT. 4.LIGHTS ARE TO BE NO FARTHER APART THAN 10' WHEN PLACED. 5.BARRICADES SHALL BE COVERED WITH REFLECTIVE SHEETING OR OTHER MATERIAL APPROVED BY THE ENGINEER. 6.BARRICADES SHALL BE APPROPRIATELY WEIGHTED DOWN TO RESTRICT MOVEMENT FROM HIGH WINDS OR PROP WASH. SELF-CONNECTING PINS 8' - 0" MARCH 2025 35022.008.02 AS NOTED GJR SAS DMY CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 2 G2.3 6 OF 71 G2.3 2 NO SCALE FOD BARRIER DETAIL G2.3 1 NO SCALE LOW LEVEL BARRICADE DETAIL INSTALL BLACK PRIVACY SCREEN AND AFFIX TO FENCE. CONTRACTOR SHALL SUBMIT MATERIAL TYPE TO ENGINEER FOR APPROVAL. CONTRACTOR SHALL IMMEDIATELY REPAIR ANY TORN OR RIPPED PRIVACY SCREEN AT NO ADDITIONAL COST TO THE OWNER. 2.375" OD LINE POST CONCRETE BARRIER TYPE 2CONCRETE BARRIER TYPE 2 ROD WITH TURNBUCKLE 1.66" OD RAIL 9 GA 2" MESH CHAIN LINK FABRIC 2.875" OD BRACE POST TENSION WIRE 2.875" OD CORNER POST 10' MAX 10' MAX 6' - 0 " 10 " 10"VARIES 6' - 0" INSTALL FENCE POST BETWEEN TYPE 2 BARRIERS (TYP) G2.3 3 NO SCALE TAXIWAY CLOSURE CROSS DETAIL NOTES: 1.CLOSURE CROSSES TO BE MADE OF YELLOW TRUCK TARP NYLON WEIGHTING 18 OUNCES PER SQUARE YARD. 2.USE METAL PLATES AT LEAST 50 LBS AND NO TALLER THAN 3" OR OTHER METHODS APPROVED BY THE ENGINEER TO SECURE CLOSURE CROSSES. YELLOW TW C E N T E R L I N E 30 ' 5' 12 . 5 ' 18 POUND RING TRAFFIC WORKS TD5100 DELINEATOR OR EQUAL. SPACE AT 10' O.C. 48 . 5 " G2.3 4 NO SCALE TUBULAR MARKER DETAIL (CANDLESTICK) 4/14/2025 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 FO D FO D 400' 20 5 ' 350' 16 0 ' 325' TW A1-A-A7 STA: 19+25 OFF: 59' L TW A1-A-A7 STA: 19+25 OFF: 77' L TW A1-A-A7 STA: 14+71 OFF: 80' L TW A1-A-A7 STA: 14+71 OFF: 92' L TW A1-A-A7 STA: 14+19 OFF: 92' L / / / / / / / TW A1-A-A7 STA: 14+19 OFF: 101' R FO D FO D FO D FOD FOD FOD FOD FOD FOD FOD FOD FOD FOD FO D FO D9+00 10+00 11+00 12+00 13+00 14+00 542' 19 4 ' TW A1-A-A7 STA: 14+19 OFF: 92' L SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 c: \ c e n t u r y w e s t d r o p b o x \ p u g e t s o u n d \ P r o j e c t s \ r e n t o n , c i t y o f \ ` t a x i w a y a r e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 5 _ G 2 . 4 C O N S T R U C T I O N S A F E T Y A N D P H A S I N G P L A N P H A S E 6 , R 6 A N D 7 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R N 1 G2.4 WORK AREA 6 AND R6 PLAN SCALE: 1" = 50' RUNWAY 16-34 TAXIWAY A WA R6 WA 6 0 SCALE 1" = 50'100' 50' TT MARCH 2025 35022.008.02 AS NOTED GJR SAS DMY CONSTRUCTION SAFETY & PHASING WORK AREA 6, R6 AND 7 G2.4 7 OF 71 1 G2.4 WORK AREA 7 PLAN SCALE: 1" = 50' TAXIWAY A WA 7 T SITE ACCESS THROUGH GATE V-7 WITH GATE GUARD CONTRACTOR SHALL PROVIDE AOA SECURITY GATE GUARD AT GATE V-7 AND TRAFFIC CONTROL FLAGGER AT SOUTHERN EDGE OF WA 7 BOUNDARY T PHASE 1 AND 2 STAGING AREA 4 FOR THE DURATION OF WA 6 AND R6 SEE NOTE 3 (TYP ALL) FOR THE DURATION OF WA 6 AND R6 SEE NOTE 3 (TYP ALL) TAXIWAY A6 LEGEND FOD BARRIER STAGING AREA WORK AREA BOUNDARY WORK AREA BOUNDRY (RUNWAY CLOSED) WORKING AREA LABEL WORKING AREA LABEL (RUNWAY CLOSED) LOW LEVEL BARRICADE SEE DETAIL TUBULAR MARKERS CONSTRUCTION ACCESS/ HAUL ROUTE (BADGE REQUIRED) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/ TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.3 GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION. 2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR. 3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 4.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 5.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ. 6.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUT LINE. 7.PLACE LOW LEVEL BARRICADES AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURE (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). REMOVE LOW LEVEL BARRICADES OUTSIDE OF ACTIVE WORK AREAS AT THE CONCLUSION OF EACH RUNWAY CLOSURE. 1 G2.3 TEMPORARY CONSTRUCTION FENCE X X X BOEING B APRON LA N E H A N G A R 50 0 P A R C E L LA N E H A N G A R 50 0 P A R C E L 54 0 R E N T O N HA N G A R AIRPORT-CITY 600 PARCEL HANGARS FBO FUEL TANKS PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) RUNWAY 16-34 W PERIMETER RD W PERIME T E R R D GATE V-6 SEE NOTE 5 SEE NOTE 5 WHEN WORK OCCURS IN WA 6 AND R6, PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF EACH WORK DAY, PER 3 G2.3 SEE NOTE 6 FOR THE DURATION OF WA 3 AND R3 SEE NOTE 1 SEE NOTE 7 (TYP) 4/14/2025 FOD FOD FOD FOD FOD FOD FOD FOD FO D FO D FO D 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+00 6+00 7+00 8+00 9+00 20 5 ' 402' 95 ' TW A1-A-A7 STA: 3+64 OFF: 146' L 27 ' 156' 13 ' 444' 19 5 ' / / ////// / / / / / / / / 300' RSA, SEE NOTE 8 0+ 0 0 1+ 0 0 N: 180199.69 E: 1299213.24 N: 180189.09 E: 1299032.98 N: 180231.29 E: 1299009.73 N: 180286.27 E: 1299005.09 N: 180298.13 E: 1299200.82 / / ///// SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 6 _ G 2 . 5 C O N S T R U C T I O N S A F E T Y A N D P H A S I N G P L A N P H A S E 8 , R 8 A N D R 9 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R N RUNWAY 16-34 RUNWAY 16-34 TAXIWAY A WA R9 GATE V-8 WA 8 T A X I W A Y B WA R80 SCALE 1" = 50'100' 50' 2 G2.5 WORK AREA 8 AND R8 PLAN SCALE: 1" = 50' 1 G2.5 WORK AREA R9 PLAN SCALE: 1" = 50' TAXIWAY B7 TAXIWAY A7 MARCH 2025 35022.008.02 AS NOTED GJR SAS DMY CONSTRUCTION SAFETY & PHASING WORK AREA 8, R8 AND R9 G2.5 8 OF 71 T GATE V-7 PHASE 2 STAGING AREA 5 T FOR THE DURATION OF WA 8 AND R8 SEE NOTE 1 LEGEND FOD BARRIER STAGING AREA WORK AREA BOUNDARY WORK AREA BOUNDRY (RUNWAY CLOSED) WORKING AREA LABEL WORKING AREA LABEL (RUNWAY CLOSED) LOW LEVEL BARRICADE SEE DETAIL TUBULAR MARKERS CONSTRUCTION ACCESS/ HAUL ROUTE (BADGE REQUIRED) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/ TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.3 1 G2.3 TEMPORARY CONSTRUCTION FENCE X X X FOR THE DURATION OF WA 8 AND R8 SEE NOTE 3 (APPROXIMATELY 2 SIGNS) 243 BUILDING CASCADIAN 250 BUILDING BOEING B APRON PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) SEE NOTE 4 SEE NOTE 5 WHEN WORK OCCURS IN WA 8, PLACE TAXIWAY CLOSURE CROSS OUTSIDE WA R5 AND RSA PER WHEN WORK OCCURS IN WA R8, PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF WORK DAY. SEE NOTE 6 SITE ACCESS VIA AIRPORT ESCORT FROM GATE V-8. TABLE 1: WORK AREA R8 DECLARED DISTANCES: TAKEOFF RUN AVAILABLE (TORA) RUNWAY 16 - 5382'; RUNWAY 34 - 5054' TAKEOFF DISTANCE AVAILABLE (TODA) RUNWAY 16 - 5382'; RUNWAY 34 - 5054' ACCELERATE-STOP DISTANCE AVAILABLE (ASDA) RUNWAY 16 - 4714'; RUNWAY 34 - 4795' LANDING DISTANCE AVAILABLE (LDA) RUNWAY 16 - 4455'; RUNWAY 34 - 4455' WORK AREA "ACCESS VIA AIRPORT ESCORT" NOTES: 1.ACCESS TO "ACCESS VIA AIRPORT ESCORT" AREAS WILL BE LIMITED TO 1 ENTRANCE AND 1 EXIT PER CALENDAR DAY. THE CONTRACTOR SHALL MOBILIZE ALL NECESSARY LABOR, EQUIPMENT, MATERIALS, SANITARY FACILITIES, DRINKING WATER, AND OTHER ITEMS NECESSARY TO COMPLETE THE WORK WITHIN THE AREA. 2.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORT RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY AND CTAF. 3.WHEN WORK IS COMPLETE IN THE WORK AREA, THE CONTRACTOR SHALL CONTACT THE AIRPORT TO ARRANGE FOR AN ESCORT BY THE AIRPORT FROM THE WORK AREA. W PERIMETER RD SEE NOTE 5 3 G2.3GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION. 2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR. 3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 4.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 5.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ. 6.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUT LINE. 7.CONTRACTOR TO COORDINATE WORK WITH RPR DURING WA R8 TO ALLOW COORDINATION WITH AIRPORT AND AIR TRAFFIC CONTROL TOWER TO TEMPORARILY REDUCE THE RUNWAY LENGTH AVAILABLE. 8.CONTRACTOR TO COORDINATE WORK WITH RPR DURING WA R8 TO ALLOW COORDINATION WITH AIRPORT AND AIR TRAFFIC CONTROL TOWER TO TEMPORARILY REDUCE THE RUNWAY 16-34 DECLARED DISTANCES. SEE TABLE 1. 9.PLACE LOW LEVEL BARRICADES AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURE (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). REMOVE LOW LEVEL BARRICADES OUTSIDE OF ACTIVE WORK AREAS AT THE CONCLUSION OF EACH RUNWAY CLOSURE. SEE NOTE 9 (TYP) SEE NOTE 9 (TYP) 4/14/2025 16+00 17+00 18+00 19+00 20+00 21+00 TW A1-A-A7 STA: 18+59 OFF: 197' L TW A1-A-A7 STA: 18+20 OFF: 205' L TW A1-A-A7 STA: 18+19 OFF: 79' L TW A1-A-A7 STA: 18+60 OFF: 79' L N: 181789.93 E: 1299054.85 N: 181784.67 E: 1298983.47 N: 181863.71 E: 1298975.07 N: 181867.73 E: 1299040.92N: 181824.36 E: 1299056.42 N: 181852.25 E: 1299048.92 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 c: \ c e n t u r y w e s t d r o p b o x \ p u g e t s o u n d \ P r o j e c t s \ r e n t o n , c i t y o f \ ` t a x i w a y a r e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 0 7 _ G 2 . 6 C O N S T R U C T I O N S A F E T Y A N D P H A S I N G P L A N P H A S E F 2 A N D F 3 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R N1 G2.6 WORK AREA F2 PLAN SCALE: 1" = 50' TAXIWAY A 0 SCALE 1" = 50'100' 50' 0 SCALE 1" = 50'100' 50' RUNWAY 16-34 TAXIWAY A5 T WA F2 PHASE 1 AND 2 STAGING AREA 4 GATE V-6 MARCH 2025 35022.008.02 AS NOTED GJR SAS DMY CONSTRUCTION SAFETY & PHASING WORK AREA F2 & F3 G2.6 9 OF 71 LEGEND FOD BARRIER STAGING AREA WORK AREA BOUNDARY WORK AREA BOUNDRY (RUNWAY CLOSED) WORKING AREA LABEL WORKING AREA LABEL (RUNWAY CLOSED) LOW LEVEL BARRICADE SEE DETAIL TUBULAR MARKERS CONSTRUCTION ACCESS/ HAUL ROUTE (BADGE REQUIRED) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/ TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.3 1 G2.3 TEMPORARY CONSTRUCTION FENCE X X X AIRPORT-CITY 600 PARCEL HANGARS 54 0 R E N T O N HA N G A R LA N E H A N G A R 50 0 P A R C E L LA N E H A N G A R 50 0 P A R C E L RUNWAY 16-34 TAXIWAY B TAXIWAY B6 WA F3 SITE ACCESS VIA AIRPORT ESCORT FROM GATE V-8 T 2 G2.6 WORK AREA F3 PLAN SCALE: 1" = 50' WORK AREA "ACCESS VIA AIRPORT ESCORT" NOTES: 1.ACCESS TO "ACCESS VIA AIRPORT ESCORT" AREAS WILL BE LIMITED TO 1 ENTRANCE AND 1 EXIT PER CALENDAR DAY. THE CONTRACTOR SHALL MOBILIZE ALL NECESSARY LABOR, EQUIPMENT, MATERIALS, SANITARY FACILITIES, DRINKING WATER, AND OTHER ITEMS NECESSARY TO COMPLETE THE WORK WITHIN THE AREA. 2.WHILE WORKING IN ANY AREA, THE CONTRACTOR SHALL HAVE AN AIRPORT RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY AND CTAF. 3.WHEN WORK IS COMPLETE IN THE WORK AREA, THE CONTRACTOR SHALL CONTACT THE AIRPORT TO ARRANGE FOR AN ESCORT BY THE AIRPORT FROM THE WORK AREA. SEE NOTE 5 & 6 SEE NOTE 5 GENERAL NOTES 1.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR. 2.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 3.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ. 4.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 5.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTS ALONG TAXIWAY, AS NEEDED. MOVE PERSONNEL, EQUIPMENT, AND VEHICLES 62' FROM TAXIWAY A CENTERLINE WHEN AIRCRAFT ARE TRAVERSING IN FRONT OF THE ACTIVE WORK AREA. 6.WORK AREA F3 MAY HAVE OPERATIONAL IMPACTS TO BOEING. CONTRACTOR SHALL NOTIFY THE RPR ONE WEEK PRIOR TO STARTING WORK IN WORK AREA F3. 7.PLACE LOW LEVEL BARRICADES AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURE (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). REMOVE LOW LEVEL BARRICADES OUTSIDE OF ACTIVE WORK AREAS AT THE CONCLUSION OF EACH RUNWAY CLOSURE. W PERIMETER RD SEE NOTE 7 (TYP) 4/14/2025 TW A1-A-A7 STA: 2+00.07 OFF: 94.55' L TW A1-A-A7 STA: 2+00.25 OFF: 103.74' R TW A1-A-A7 STA: 6+96.06 OFF: 33.00' R TW A1-A-A7 STA: 6+96.06 OFF: 68.90' R TW A1-A-A7 STA: 9+25.07 OFF: 33.00' R TW A1-A-A7 STA: 3+45.65 OFF: 129.46' L TW A1-A-A7 STA: 3+52.83 OFF: 140.16' L TW A1-A-A7 STA: 4+07.29 OFF: 114.42' L TW A1-A-A7 STA: 4+59.53 OFF: 97.22' L TW A1-A-A7 STA: 3+77.50 OFF: 120.12' L 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 TW A1-A-A7 STA: 3+73.74 OFF: 112.98' L TW A1-A-A7 STA: 3+99.17 OFF: 93.71' L TW A1-A-A7 STA: 4+56.91 OFF: 81.74' L TW A1-A-A7 STA: 4+03.64 OFF: 104.66' L TW A1-A-A7 STA: 3+53.15 OFF: 149.34' L TW A1-A-A7 STA: 3+42.64 OFF: 133.58' L SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 3 _ C 0 . 0 D E M O L I T I O N S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 40 80 40' N MA T C H L I N E , S E E S H E E T C0 . 2 APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 1 OF 2 C0.1 10 OF 71 LEGEND STRIPPING LIMITS, SEE DETAIL 6/C0.4 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 - BID SCHEDULE I 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 - BID SCHEDULE J LEGEND CONT. VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH - BID SCHEDULE H VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH -BID SCHEDULE I VARIABLE DEPTH HMA MILLING, 2-INCH NOMINAL DEPTH PAVEMENT MARKING REMOVAL 1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR, TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL AS DIRECTED BY ENGINEER. 3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FOR DISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND AND PENETRATING THE PAVEMENT SURFACE. 4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BEST AVAILALBLE INFORMATION. CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD. EXISTING HMA PAVEMENT REMOVAL AREAS MAY BE UNDERLAIN WITH PCC OR OTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.3. 5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE G). 6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ON SHEET C0.3. BOTH INTERIM AND FINAL SAWCUTTING SHALL BE INCIDENTAL TO APPLICABLE PAVEMENT REMOVAL BID ITEMS. SAWCUTTING ASSOCIATED WITH REMOVAL OF BURIED PAVEMENTS SHALL BE INCIDENTAL TO APPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS. 7.EXISTING PAVEMENT CONTAINS EMBEDDED REBAR, STEEL PIPES, GROUND RODS, BRASS DISCS OR OTHER OBSTRUCTIONS. REMOVAL OF THESE ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE HMA PAVEMENT REMOVAL. EMBEDDED ITEMS IN MILLING AREAS SHALL REMAIN IN PLACE, BUT SHALL BE CUT FLUSH WITH MILLED SURFACE. ALL WORK ASSOCIATED WITH LOCATING, MANAGING AND CUTTING EMBEDDED OBJECTS IN MILLING AREAS SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE HMA MILLING BID ITEMS. P GENERAL NOTES GENERAL NOTES CONT.LEGEND CONT. PROPOSED FINAL SAWCUT, SEE GENERAL NOTE 6 POTHOLE UTILITY LINES, SEE GENERAL NOTE 2 8. WHERE INDICATED, EXISTING GROUND RODS SHALL BE AS-BUILT PRIOR TO REMOVAL. CONTRACTOR SHALL REMOVE AND RE-ESTABLISH STATIC GROUND CONNECTIONS IN AS-BUILT LOCATIONS AND IN ACCORDANCE WITH THE ELECTRICAL PLANS. CONTRACTOR SHALL TAKE EXTREME PRECAUTION TO AVOID DAMAGING EXISTING GROUNDING CONDUCTORS. GENERAL NOTES CONT. RUNWAY 16-34 TAXIWAY A TA X I W A Y A 7 BOEING B RAMP CASCADIAN 250 BUILDING REFER TO PHASING DRAWINGS FOR TEMPORARY DISPOSITION OF LEAD IN STRIPING P C0.3 5 C0.3 4 C0.3 3 OR C0.3 3 OR C0.3 4 C0.3 2 C0.3 2 EXISTING SECURITY GATE CARD READER AND DETECTOR LOOP. FIELD VERIFY LOCATIONS AND ADJUST MILLING LIMITS AS REQUIRED TO PROTECT IN PLACE. EXISTING BELOW GRADE FIRE HYDRANT VAULT. SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3SEE GENERAL NOTE 3, TYP.EXISTING SURVEY MONUMENT. AS-BUILT PRIOR TO MILLING AND RESET IN KIND UPON FINAL PLACEMENT OF PAVING. INCIDENTAL TO CONSTRUCTION STAKING BID ITEM. SALVAGE EXISTING UNLIGHTED INFORMATIONAL SIGN AND RE-SET IN KIND UPON COMPLETION OF PROJECT. INCIDENTAL TO BID. P P PARTIAL DEPTH SAWCUT, CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID CUTTING THROUGH BURIED PCC. REFER TO SECTION 243 BUILDING C0.4 9 OR C0.4 10 STRIPING REMOVAL LIMITS SHALL MATCH LIMITS OF NEW STRIPING EXISTING STATIC GROUND, SEE GENERAL NOTE 8 EXISTING STATIC GROUND, SEE GENERAL NOTE 8 EXISTING STATIC GROUND, SEE GENERAL NOTE 8 EXISTING STATIC GROUND, SEE GENERAL NOTE 8 4/14/2025 AH E A D LA N E ON E AH E A D LA N E ON E ST O P AH E A D LA N E ON E 7+ 2 6 5+ 0 0 6+ 0 0 7+ 0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 TW A6 STA: 4+49.61 OFF: 47.52' R TW A6 STA: 3+80.73 OFF: 73.50' L TW A6 STA: 4+56.57 OFF: 43.57' R TW A6 STA: 3+87.71 OFF: 77.46' L TW A1-A-A7 STA: 14+63.31 OFF: 89.40' L TW A1-A-A7 STA: 14+63.31 OFF: 73.65' L TW A6 STA: 4+76.88 OFF: 67.12' R TW A6 STA: 3+81.70 OFF: 100.09' L TW A1-A-A7 STA: 17+42.88 OFF: 73.66' L TW A1-A-A7 STA: 17+42.88 OFF: 77.75' L TW A1-A-A7 STA: 17+97.97 OFF: 77.83' L TW A1-A-A7 STA: 17+97.97 OFF: 73.57' L TW A1-A-A7 STA: 20+00.00 OFF: 0.00' TW A1-A-A7 STA: 19+25.29 OFF: 73.71' L TW A1-A-A7 STA: 19+25.29 OFF: 59.00' L TW A1-A-A7 STA: 22+50.00 OFF: 59.00' LTW A1-A-A7 STA: 17+20.00 OFF: 39.50' L TW A1-A-A7 STA: 17+20.00 OFF: 49.00' L TW A1-A-A7 STA: 20+00.00 OFF: 49.00' L TW A1-A-A7 STA: 20+00.00 OFF: 39.50' L TW A1-A-A7 STA: 19+25.29 OFF: 62.00' L TW A1-A-A7 STA: 20+00.00 OFF: 25.00' R TW A1-A-A7 STA: 22+50.00 OFF: 39.50' L TW A1-A-A7 STA: 22+90.00 OFF: 39.50' L TW A1-A-A7 STA: 22+70.00 OFF: 33.00' L TW A1-A-A7 STA: 22+70.00 OFF: 0.00' TW A1-A-A7 STA: 22+90.00 OFF: 25.00' R TW A1-A-A7 STA: 22+70.00 OFF: 25.00' R 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 TW A6 STA: 4+70.69 OFF: 70.64' R TW A6 STA: 3+75.84 OFF: 96.75' L SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 3 _ C 0 . 0 D E M O L I T I O N S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 40 80 40' N MA T C H L I N E , S E E S H E E T C0 . 1 APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 2 OF 2 C0.2 11 OF 71 LEGEND STRIPPING LIMITS, SEE DETAIL 6/C0.4 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 - BID SCHEDULE I 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.3 AND GENERAL NOTE 4 - BID SCHEDULE J LEGEND CONT. VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH - BID SCHEDULE H VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH -BID SCHEDULE I VARIABLE DEPTH HMA MILLING, 2-INCH NOMINAL DEPTH PAVEMENT MARKING REMOVAL 1.EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2.POTHOLE EXISTING SANITARY SEWER, WATER, ELECTRICAL, COMPRESSED AIR, TELECOMMUNICATION AND STORM DRAIN LINE WHERE SHOWN (MINIMUM OF 2 POTHOLES PER UTILITY CROSSING). PROVIDE DEPTH AND SIZE OF LINE TO ENGINEER FOR REVIEW. ENGINEER TO REVIEW FOR CONFLICT WITH SUBGRADE IMPROVEMENT AND PROVIDE DIRECTION TO THE CONTRACTOR. REMOVE LINES AND PIPE BEDDING MATERIAL AS DIRECTED BY ENGINEER. 3.REFER TO RELEVANT STORM DRAINAGE, WATER AND ELECTRICAL PLANS FOR DISPOSITION OF UTILITY INFRASTRUCTURE, BOTH UNDERGROUND AND PENETRATING THE PAVEMENT SURFACE. 4. HMA PAVEMENT REMOVAL THICKNESS LIMITS ARE BASED ON THE BEST AVAILALBLE INFORMATION. CONTRACTOR SHALL CONFIRM LIMITS IN THE FIELD. EXISTING HMA PAVEMENT REMOVAL AREAS MAY BE UNDERLAIN WITH PCC OR OTHER BURIED PAVEMENT. REFER TO DETAIL 1 ON SHEET C0.3. 5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE G). 6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ON SHEET C0.3. BOTH INTERIM AND FINAL SAWCUTTING SHALL BE INCIDENTAL TO APPLICABLE PAVEMENT REMOVAL BID ITEMS. SAWCUTTING ASSOCIATED WITH REMOVAL OF BURIED PAVEMENTS SHALL BE INCIDENTAL TO APPLICABLE UNCLASSIFIED EXCAVATION BID ITEMS. 7.EXISTING PAVEMENT CONTAINS EMBEDDED REBAR, STEEL PIPES, GROUND RODS, BRASS DISCS OR OTHER OBSTRUCTIONS. REMOVAL OF THESE ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE HMA PAVEMENT REMOVAL. EMBEDDED ITEMS IN MILLING AREAS SHALL REMAIN IN PLACE, BUT SHALL BE CUT FLUSH WITH MILLED SURFACE. ALL WORK ASSOCIATED WITH LOCATING, MANAGING AND CUTTING EMBEDDED OBJECTS IN MILLING AREAS SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE HMA MILLING BID ITEMS. P GENERAL NOTES GENERAL NOTES CONT.LEGEND CONT. PROPOSED FINAL SAWCUT, SEE GENERAL NOTE 6 POTHOLE UTILITY LINES, SEE GENERAL NOTE 2 8. WHERE INDICATED, EXISTING GROUND RODS SHALL BE AS-BUILT PRIOR TO REMOVAL. CONTRACTOR SHALL REMOVE AND RE-ESTABLISH STATIC GROUND CONNECTIONS IN AS-BUILT LOCATIONS AND IN ACCORDANCE WITH THE ELECTRICAL PLANS. CONTRACTOR SHALL TAKE EXTREME PRECAUTION TO AVOID DAMAGING EXISTING GROUNDING CONDUCTORS. GENERAL NOTES CONT. RUNWAY 16-34 TAXIWAY A TA X I W A Y A 6 BOEING B RAMP AIRPORT-CITY 600 PARCEL HANGARSFBO FUEL TANKS 54 0 R E N T O N HA N G A R LA N E H A N G A R 50 0 P A R C E L REFER TO PHASING DRAWINGS FOR TEMPORARY DISPOSITION OF LEAD IN STRIPING REFER TO PHASING DRAWINGS FOR TEMPORARY DISPOSITION OF LEAD IN STRIPING P P C0.3 4 C0.3 3 OR C0.3 5 C0.3 2 EXISTING IN-PAVEMENT LIGHT CAN, SEE GENERAL NOTE 3 EXISTING HANDHOLE, SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 SEE GENERAL NOTE 3, TYP. P PARTIAL DEPTH SAWCUT, CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID CUTTING THROUGH BURIED PCC. REFER TO SECTION LA N E H A N G A R 50 0 P A R C E L C0.4 9 OR C0.4 10 EXISTING STATIC GROUND, SEE GENERAL NOTE 8 P 4/14/2025 EXISTING HMA SURFACE COURSE, THICKNESS VARIES PER PLAN BURIED PCC AND/OR HMA PAVEMENT, THICKNESS VARIES 1 TO 10 INCHES NOTES: 1.EXISTING BURIED PCC IS PREDOMINANTLY UNREINFORCED, BUT AREAS CONTAINING REINFORCEMENT MAY OCCUR. PAVEMENT PANELS MAY ALSO BE DOWELED OR TIED. 2.CONDITIONS MAY OCCUR WHERE PROPOSED SUBGRADE FALLS IN THE MIDDLE OF A BURIED PAVEMENT LAYER. IN THIS SITUATION, FULL BURIED PAVEMENT THICKNESS SHALL BE REMOVED. BACKFILL OF THE RESULTING VOID TO PROPOSED SUBGRADE SHALL BE PAID AS EMBANKMENT IN PLACE. 3.ANY SAWCUTTING REQUIRED FOR REMOVAL OF BURIED PCC OR HMA PAVEMENT SHALL BE INCIDENTAL TO THE UNCLASSIFIED EXCAVATION - WITH PCC UNDERLAYMENT BID ITEM. 4.CONTRACTOR MAY ENCOUNTER AREAS WHERE HMA PAVEMENT IS OVERLAID DIRECTLY ON TOP OF PCC UNDERLAYMENT. NO CHANGE IN HOW REMOVALS ARE PAID WILL BE MADE IN THIS SCENARIO. REMOVAL OF ALL MATERIALS BELOW THE ASPHALT SURFACE COURSE WILL BE PAID PER THE APPLICABLE UNCLASSIFIED EXCAVATION BID ITEM. EXISTING BASE / SUBGRADE UNCLASSIFIED EXCAVATION - WITH PCC UNDERLAYMENT UNCLASSIFIED EXCAVATION - WITHOUT PCC UNDERLAYMENT PROPOSED SUBGRADE, SEE NOTE 2 RE M O V A L P A I D A S A S P H A L T PA V E M E N T R E M O V A L RE M O V A L P A I D A S U N C L A S S I F I E D EX C A V A T I O N , S E E N O T E 4 PROPOSED FINISHED GRADE MILLED SURFACE VARIABLE DEPTH MILLING, SEE NOTE 1 NOTES: 1.MILLING DEPTH SHALL BE EITHER 1-INCH OR FINISHED GRADE MINUS NOMINAL OVERLAY THICKNESS, WHICHEVER IS GREATER. NOMINAL MILLING DEPTH REFERRED TO IN THE PLANS IS BASED ON MINIMUM OVERLAY THICKNESS. REFER TO MILLING PLANS FOR EXACT DEPTHS. 2.AREAS WHERE MILLING EITHER PUNCHES THROUGH EXISTING ASPHALT OR LEAVES BEHIND A THIN SECTION OF ASPHALT THAT BREAKS APART SHALL BE PREPARED AND RECOMPACTED IN ACCORDANCE WITH P-152. THIS SHALL BE PAID FOR AS "OVERLAY BASE PREPARATION". ANY REMOVAL OF DAMAGED PAVEMENT SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. EXISTING HMA PAVEMENT EXISTING BASE / SUBGRADE SEE NOTE 2 FULL DEPTH PAVEMENT REMOVAL DIM A BURIED PCC JOINT NEAREST REMOVAL LIMITS (FIELD VERIFY LOCATION) DIM B = LESSER OF 6 FEET OR DIM A MINUS 1 FOOT SAWCUT BURIED PCC BURIED PCC TO BE REMOVED BURIED PCC TO REMAIN SEE GENERAL REMOVAL NOTE 2 FOR ADDITIONAL REMOVAL REQUIREMENTS, SEE DETAILC0.3 1 PAVEMENT TO REMAIN OR BE REHABILITATED 3' MIN. INITIAL SAWCUT, SEE GENERAL REMOVAL NOTE 1 FINAL SAWCUT, SEE GENERAL REMOVAL NOTE 1 SEE GENERAL REMOVAL NOTE 2 EXISTING AGGREGATE BASE EXISTING BURIED PCC FULL DEPTH PAVEMENT REMOVAL FOR STEPPED TRANSITION DIMENSIONS, REFER TO DETAIL SEE GENERAL REMOVAL NOTE 2 FOR ADDITIONAL REMOVAL REQUIREMENTS, SEE DETAIL C0.3 1 3' MIN. C1.5 5 INITIAL SAWCUT, SEE GENERAL REMOVAL NOTE 1 FINAL SAWCUT, SEE GENERAL REMOVAL NOTE 1 PAVEMENT TO REMAIN OR BE REHABILITATED PROPOSED SUBGRADE 1.IN ORDER TO PROTECT THE EDGE OF HMA PAVEMENT TO REMAIN, PROVIDE INITIAL SAWCUT, WHERE INDICATED IN THE DETAILS. FINAL SAWCUT AND REMOVAL OF PAVEMENT OUTBOARD OF THIS INITIAL SAWCUT SHALL BE PERFORMED IMMEDIATELY PRIOR TO FINAL PREPARATION AND PAVING. 2.CONTRACTOR SHALL NOT UNDERMINE EXISTING PAVEMENT TO REMAIN OR BE REHABILITATED. ANY COSTS ASSOCIATED WITH REPAIR OR DAMAGED PAVEMENT CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.BURIED PCC JOINT SHALL BE CUT BACK A SUFFICIENT DISTANCE TO REMOVE EXISTING KEYED JOINTS OR UNDERBREAKS IN ORDER TO OBTAIN A CLEAN SURFACE TO DOWEL INTO. IF PCC PANEL HAS PREVIOUSLY BEEN SAWCUT TO INSTALL ELECTRICAL CONDUIT AND HAS A CLEAN FACE TO DOWEL INTO, A 1' MINIIMUM CUTBACK MAY NOT BE REQUIRED. 4.ALL SAWCUTTING, WHETHER INITIAL OR FINAL, SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE BID ITEMS. GENERAL REMOVAL NOTES: FULL DEPTH PAVEMENT REMOVAL RUNWAY PAVEMENT TO REMAIN 3' MIN. INITIAL SAWCUT, SEE GENERAL REMOVAL NOTE 1 BURIED PCC JOINT NEAREST REMOVAL LIMITS (FIELD VERIFY LOCATION) FOR ADDITIONAL REMOVAL REQUIREMENTS, SEE DETAIL C0.3 1 1' MIN. SEE GENERAL REMOVAL NOTE 3 SEE GENERAL REMOVAL NOTE 2 SAWCUT BURIED PCC BURIED PCC TO REMAIN BURIED PCC TO BE REMOVED FINAL SAWCUT, SEE GENERAL REMOVAL NOTE 1 SEE GENERAL REMOVAL NOTE 2 RUNWAY SURFACE VARIES, EITHER HMA ON AGGREGATE BASE OR CONCRETE OVERLAY 6' 2" MILL FOR LAP JOINT, WHERE SHOWN ON PLANS EXISTING BURIED PCC SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 4 _ C 0 . 3 D E M O D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION DETAILS 1 OF 2 C0.3 12 OF 71 C0.3 1 SCALE=NTS TYPICAL FULL DEPTH PAVEMENT REMOVAL C0.3 2 SCALE=NTS VARIABLE DEPTH HMA MILLING C0.3 4 SCALE=NTS FULL DEPTH REMOVAL TRANSITION (WITH PCC) C0.3 3 SCALE=NTS FULL DEPTH REMOVAL TRANSITION (WITHOUT PCC) C0.3 5 SCALE=NTS FULL DEPTH REMOVAL TRANSITION AT RUNWAY 4/14/2025 4" STRIPPING DEPTHEXISTING TURF SURFACE SEE NOTE 1NOTE: 1.EXISTING AREAS TO BE STRIPPED MAY CONTAIN AREAS OF CONCRETE, BURIED ASPHALT, OR AGGREGATE WITH BITUMINOUS SURFACE TREATMENT OF VARYING THICKNESS. REMOVAL OF THIS MATERIAL SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE PAY ITEMS. INITIAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 TOP OF EXISTING PAVEMENT OR TOP OF MILLED SURFACE ASPHALT PAVEMENT REMOVAL LIMITS 6' MINIMUM TO 12' MAXIMUM, SEE NOTE 2 PIPE OR DUCT TRENCH WIDTH 1' TYP.1' MIN. FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 PROTECT EXISTING BASE MATERIAL NOTES: 1.WHEN BURIED PCC IS ENCOUNTERED DURING TRENCHING ACTIVITIES, REFER TO DETAIL 8, THIS SHEET, FOR FURTHER REQUIREMENTS. 2.REMOVAL OF ALL MATERIAL WITHIN THE PIPE OR DUCT TRENCHING ZONE SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS. 3.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 OR TYPE 2 REHABILITATION. PIPE OR DUCT TRENCHING ZONE. SEE NOTES 1 & 2. REFER TO WATER, DRAINAGE AND ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. 1.IN ORDER TO PROTECT THE EDGE OF HMA PAVEMENT TO REMAIN, PROVIDE INITIAL SAWCUT, WHERE INDICATED IN THE DETAILS. FINAL SAWCUT AND REMOVAL OF PAVEMENT OUTBOARD OF THIS INITIAL SAWCUT SHALL BE PERFORMED IMMEDIATELY PRIOR TO FINAL PREPARATION AND PAVING. 2.CONTRACTOR SHALL NOT UNDERMINE EXISTING PAVEMENT TO REMAIN OR BE REHABILITATED. ANY COSTS ASSOCIATED WITH REPAIR OR DAMAGED PAVEMENT CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.BURIED PCC JOINT SHALL BE CUT BACK A SUFFICIENT DISTANCE TO REMOVE EXISTING KEYED JOINTS OR UNDERBREAKS IN ORDER TO OBTAIN A CLEAN SURFACE TO DOWEL INTO. IF PCC PANEL HAS PREVIOUSLY BEEN SAWCUT TO INSTALL ELECTRICAL CONDUIT AND HAS A CLEAN FACE TO DOWEL INTO, A 1' MINIIMUM CUTBACK MAY NOT BE REQUIRED. 4.ALL SAWCUTTING, WHETHER INITIAL OR FINAL, SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE BID ITEMS. GENERAL REMOVAL NOTES: INITIAL ASPHALT PAVEMENT REMOVAL LIMITS PER DETAIL C0.4 7 INITIAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 PIPE OR DUCT TRENCH WIDTH 8'8' 1' TYP. WHEN NO PCC JOINT ENCOUNTERED BETWEEN INITIAL SAWCUT AND FINAL REMOVAL LIMITS CUT PCC JOINT BACK 1' MIN. WHEN PCC JOINT ENCOUNTERED CLOSER THAN 7 FEET FROM INITIAL SAWCUT 6' MIN. TOP OF EXISTING PAVEMENT OR TOP OF MILLED SURFACE FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 ASPHALT PAVEMENT REMOVAL LIMITS NOTES: 1.REMOVAL OF ALL MATERIAL WITHIN THE PIPE OR DUCT TRENCHING ZONE SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS. 2.REMOVAL OF ALL MATERIAL WITHIN THE UNDERLAYMENT REMOVAL ZONE (REGARDLESS OF DEPTH) SHALL BE CONSIDERED INCIDENTAL TO THE TRENCH UNDERLAYMENT REMOVAL AND RESTORATION PAY ITEM. 3.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 REHABILITATION. PIPE OR DUCT TRENCHING ZONE. SEE NOTE 1. REFER TO WATER, DRAINAGE AND ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. EXISTING AGGREGATE BASE, DEPTH VARIES 0 TO 24 INCHES EXISTING BURIED PCC, DEPTH VARIES 5 TO 10 INCHES UNDERLAYMENT REMOVAL ZONE, SEE NOTE 2 PROPOSED SUBGRADE EXISTING BASE MATERIAL FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 NOTES: 1.WHEN BURIED PCC IS ENCOUNTERED DURING EXCAVATION ACTIVITIES, REFER TO DETAIL 10, THIS SHEET, FOR FURTHER REQUIREMENTS. RE M O V A L P A I D A S AS P H A L T P A V E M E N T RE M O V A L EXISTING PAVEMENT TO REMAIN RE M O V A L P A I D A S UN C L A S S I F I E D E X C A V A T I O N PAVEMENT TO REMAIN OR BE REHABILITATED INITIAL SAWCUT (EAST SIDE ONLY), SEE GENERAL REMOVAL NOTE 1 FOR STEPPED TRANSITION DIMENSIONS, REFER TO DETAIL 8.4' PAVEMENT REMOVAL (SCHEDULE I PER PLAN) PAVEMENT REMOVAL (SCHEDULE J), WIDTH VARIES PER PLAN AGGREGATE BASE REMOVAL (SCHEDULE J) LIMITS OF SCHEDULE I REMOVAL, SEE PLAN FOR ADDITIONAL REMOVAL REQUIREMENTS, SEE DETAIL 1' 81' TO TAXIWAY A CENTERLINE C1.6 9 C0.3 1 NOTES: 1.CONTRACTOR MAY ENCOUNTER AREAS WHERE HMA PAVEMENT IS OVERLAID DIRECTLY ON TOP OF PCC UNDERLAYMENT. NO CHANGE IN HOW REMOVALS ARE PAID WILL BE MADE IN THIS SCENARIO. FOR ADDITIONAL REMOVAL REQUIREMENTS, SEE DETAIL 1' AGGREGATE BASE REMOVAL (SCHEDULE J) EXISTING BASE MATERIAL, THICKNESS VARIES INITIAL SAWCUT (EAST SIDE ONLY), SEE GENERAL REMOVAL NOTE 1 FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 RE M O V A L P A I D A S UN C L A S S I F I E D E X C A V A T I O N PROTECT EXISTING BURIED PCC RE M O V A L P A I D A S AS P H A L T P A V E M E N T RE M O V A L EXISTING PAVEMENT TO REMAIN PAVEMENT REMOVAL (SCHEDULE J), WIDTH VARIES PER PLAN LIMITS OF SCHEDULE I REMOVAL, SEE PLAN PAVEMENT TO REMAIN OR BE REHABILITATED 8.4' PAVEMENT REMOVAL (SCHEDULE I PER PLAN) 81' TO TAXIWAY A CENTERLINE C0.3 1 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 4 _ C 0 . 3 D E M O D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION DETAILS 2 OF 2 C0.4 13 OF 71 C0.4 6 SCALE=NTS TYPICAL STRIPPING C0.4 7 SCALE=NTS TRENCH PAVEMENT REMOVAL (WITHOUT PCC) C0.4 8 SCALE=NTS TRENCH PAVEMENT REMOVAL (WITH PCC) C0.4 9 SCALE=NTS SCHEDULE J FULL DEPTH AND TRANSITION REMOVAL (WITHOUT PCC) C0.4 10 SCALE=NTS SCHEDULE J FULL DEPTH AND TRANSITION REMOVAL (WITH PCC) 4/14/2025 P P P P P P P P P P P PP P P P P P P P P SD SD SD SD SD SD SD SD SD SD SD SD SD UD UD UD UD U D UD UD UD UD UD UD UD UD UD UD UD 2+ 0 0 3+ 0 0 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED TW A1-A-A7 STA: 1+99.99 OFF: 73.12' L TW A1-A-A7 STA: 2+00.09 OFF: 91.80' R R35' R 2 0 0 ' R50 ' TW A1-A-A7 STA: 6+88.06 OFF: 52.50' R TW A1-A-A7 STA: 6+96.06 OFF: 68.90' R TW A1-A-A7 STA: 9+30.94 OFF: 25.00' R TW A1-A-A7 STA: 2+89.54 OFF: 52.63' R TW A1-A-A7 STA: 4+18.69 OFF: 55.75' R TW A1-A-A7 STA: 2+23.63 OFF: 69.47' R TW A1-A-A7 STA: 2+06.97 OFF: 73.12' L TW A1-A-A7 STA: 2+06.92 OFF: 91.79' R 8' T Y P . TW A1-A-A7 STA: 2+41.91 OFF: 54.50' L TW A1-A-A7 STA: 4+59.66 OFF: 48.90' R 50 ' T Y P . TW A1-A-A7 STA: 9+25.07 OFF: 33.00' R 2+ 5 0 3+ 0 0 3+5 0 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 TW A1-A-A7 STA: 2+00.07 OFF: 94.55' L TW A1-A-A7 STA: 2+00.25 OFF: 103.74' R TW A1-A-A7 STA: 3+46.69 OFF: 120.58' L TW A1-A-A7 STA: 3+52.41 OFF: 128.87' L 24 26 28 30 32 24 26 28 30 32 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+40 EG : FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : 3 1 . 8 4 FG : EG : 3 1 . 7 0 FG : EG : 3 1 . 4 9 FG : EG : 3 1 . 2 8 FG : EG : 3 1 . 0 8 FG : EG : 3 0 . 8 6 FG : 3 0 . 8 6 EG : 3 1 . 2 6 FG : 3 0 . 7 4 EG : 3 1 . 5 1 FG : 3 0 . 6 2 EG : 3 1 . 5 5 FG : 3 0 . 5 2 EG : 3 1 . 3 9 FG : 3 0 . 4 6 EG : 3 1 . 1 8 FG : 3 0 . 4 4 EG : 3 0 . 9 5 FG : 3 0 . 4 4 EG : 3 0 . 7 5 FG : 3 0 . 4 4 EG : 3 0 . 5 9 FG : 3 0 . 4 4 EG : 3 0 . 4 8 FG : 3 0 . 4 4 EG : 3 0 . 4 1 FG : 3 0 . 4 3 EG : 3 0 . 2 8 FG : 3 0 . 4 1 EG : 3 0 . 1 6 FG : 3 0 . 3 6 EG : 3 0 . 1 1 FG : 3 0 . 2 9 EG : 3 0 . 0 3 FG : 3 0 . 2 0 EG : 2 9 . 9 7 FG : 3 0 . 1 1 EG : 2 9 . 9 1 FG : 3 0 . 0 1 EG : 2 9 . 8 0 FG : 2 9 . 9 1 EG : 2 9 . 6 9 FG : 2 9 . 8 2 EG : 2 9 . 6 1 FG : 2 9 . 7 2 EG : 2 9 . 5 4 FG : 2 9 . 6 2 EG : 2 9 . 4 6 FG : 2 9 . 5 3 EG : 2 9 . 3 9 FG : 2 9 . 4 5 EG : 2 9 . 3 0 FG : 2 9 . 3 9 EG : 2 9 . 2 0 FG : 2 9 . 3 5 EG : 2 9 . 1 1 FG : 2 9 . 3 1 EG : 2 9 . 0 4 FG : 2 9 . 2 6 EG : 2 9 . 0 0 FG : 2 9 . 2 2 EG : 2 8 . 9 7 FG : 2 9 . 1 8 EG : 2 8 . 9 3 FG : 2 9 . 1 3 EG : 2 8 . 8 9 FG : 2 9 . 0 9 EG : 2 8 . 8 5 FG : 2 9 . 0 4 EG : 2 8 . 7 8 FG : 2 9 . 0 0 EG : 2 8 . 6 8 FG : 2 8 . 9 5 EG : 2 8 . 5 7 FG : 2 8 . 9 1 EG : 2 8 . 4 6 FG : 2 8 . 8 4 EG : 2 8 . 3 4 FG : 2 8 . 7 2 EG : 2 8 . 2 8 FG : 2 8 . 5 9 EG : 2 8 . 2 4 FG : 2 8 . 4 7 EG : 2 8 . 2 3 FG : 2 8 . 3 5 EG : 2 8 . 2 1 FG : 2 8 . 2 2 EG : 2 8 . 1 9 FG : 2 8 . 1 2 EG : 2 8 . 1 6 FG : 2 8 . 0 4 EG : 2 8 . 1 4 FG : 2 8 . 0 0 EG : 2 8 . 1 2 FG : 2 7 . 9 6 EG : 2 8 . 0 9 FG : 2 7 . 9 3 EG : 2 8 . 0 8 FG : 2 7 . 9 0 EG : 2 8 . 0 5 FG : 2 7 . 8 7 0.00%-0.60% -0.49% -0.62% -0.16% -0.21%-0.22% MATCH EXISTING STA = 2+00.00 ELEV = 30.86 EL E V = 2 9 . 3 1 GR A D E B R E A K S T A = 7 + 0 0 . 0 0 EL E V = 2 8 . 8 8 GR A D E B R E A K S T A = 8 + 9 3 . 8 2 PVIS: 4+30.27 PVIE: 30.45 LVC: 100.00' PV C S : 3 + 8 0 . 2 7 PV C E : 3 0 . 4 4 ' PV T S : 4 + 8 0 . 2 7 PV T E : 3 0 . 2 0 ' PVIS: 2+70.00 PVIE: 30.44 LVC: 60.00' PV C S : 2 + 4 0 . 0 0 PV C E : 3 0 . 6 2 ' PV T S : 3 + 0 0 . 0 0 PV T E : 3 0 . 4 4 ' PVIS: 10+28.29 PVIE: 28.05 LVC: 65.00' PV C S : 9 + 9 5 . 7 9 PV C E : 2 8 . 2 5 ' PV T S : 1 0 + 6 0 . 7 9 PV T E : 2 7 . 9 9 ' PVIS: 6+37.10 PVIE: 29.44 LVC: 50.00' PV C S : 6 + 1 2 . 1 0 PV C E : 2 9 . 5 6 ' PV T S : 6 + 6 2 . 1 0 PV T E : 2 9 . 3 9 ' STORM CROSSING POWER CROSSING POWER CROSSING WATER CROSSING (TO BE ABANDONED) COMM CROSSING POWER CROSSING AIR CROSSING STORM CROSSING STORM CROSSING SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 5 _ C 1 . 0 P L A N & P R O F I L E S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 40 80 40' N MA T C H L I N E , S E E S H E E T C1 . 2 C1.1 1 SCALE: 1" = 40' PLAN C1.1 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A & A7 PLAN & PROFILE STA 0+00 TO 11+40 C1.1 14 OF 71 LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE H LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE I PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE J VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE I AND J PAVING, SEE SECTION VIEW PROPOSED GRADING LIMITS GENERAL NOTES 1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC IN DEPTH, SIZE AND CONFIGURATION. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CROSSING CONDITIONS. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE G). RUNWAY 16-34 TAXIWAY A TA X I W A Y A 7 BOEING B RAMPCASCADIAN 250 BUILDING C1.4 1 C1.4 3 OVERLAY LIMITS SHALL MATCH EXISTING GRADE AT RELEVANT BID SCHEDULE MILLING LIMITS PROVIDED IN DEMOLITION PLANS, TYP. MATCH OUTER EDGE OF TRANSITION TO SAWCUT LIMITS PROVIDED IN DEMOLITION PLANS, TYP. C1.5 4C1.7 14C1.7 14 C1.5 5 C1.5 6 OR C1.5 5 OR C1.5 6 C1.8 16FOR ENLARGED PLAN OF INTERSECTION TRANSITION AREAS, REFER TO DETAIL MATCH OUTER EDGE OF INLAY TO MILLING LIMITS PROVIDED IN DEMOLITION PLANS, TYP. C1.6 9 OR C1.6 10 4/14/2025 P P P P P P P P P P P SD SD SD SD UD UD UD UD UD UD UD UD UD UD U D UD UD UD UD UD UD UD UD UD AH E A D LA N E ON E AH E A D LA N E ON E ST O P 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 ATCT CLEARANCE REQUIRED AH E A D LA N E ON E ST O P R 8 5 'R45' R 3 5 ' R26 ' TW A6 STA: 4+49.61 OFF: 47.52' R TW A6 STA: 3+80.73 OFF: 73.50' L TW A6 STA: 3+33.09 OFF: 25.02' L TW A6 STA: 3+90.44 OFF: 25.00' R TW A6 STA: 2+88.01 OFF: 26.00' R TW A6 STA: 2+20.85 OFF: 38.00' L TW A6 STA: 2+65.63 OFF: 64.79' R TW A6 STA: 1+97.49 OFF: 54.97' L 5+0 0 8' T Y P . 50 ' T Y P . 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 22 24 26 28 30 22 24 26 28 30 11+40 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+40 -0.11% -0.40%-0.80% -0.51%0.02%-0.36%-0.10%-0.08%0.01% PVIS: 14+75.12 PVIE: 26.34 LVC: 75.00' PV C S : 1 4 + 3 7 . 6 2 PV C E : 2 6 . 6 4 ' PV T S : 1 5 + 1 2 . 6 2 PV T E : 2 6 . 3 0 ' PVIS: 17+00.00 PVIE: 25.70 LVC: 60.00' PV C S : 1 6 + 7 0 . 0 0 PV C E : 2 5 . 8 5 ' PV T S : 1 7 + 3 0 . 0 0 PV T E : 2 5 . 7 1 ' PVIS: 12+57.89 PVIE: 27.67 LVC: 150.00'PV C S : 1 1 + 8 2 . 8 9 PV C E : 2 7 . 8 0 ' PV T S : 1 3 + 3 2 . 8 9 PV T E : 2 7 . 3 8 ' PVIS: 13+60.03 PVIE: 27.27 LVC: 50.00' PV C S : 1 3 + 3 5 . 0 3 PV C E : 2 7 . 3 7 ' PV T S : 1 3 + 8 5 . 0 3 PV T E : 2 7 . 0 7 ' -0.11% -0.40%-0.80% -0.51%0.02%-0.36%-0.10%-0.08%0.01% EL E V = 2 6 . 2 1 GR A D E B R E A K S T A = 1 6 + 0 0 . 0 0 EL E V = 2 5 . 7 4 GR A D E B R E A K S T A = 1 9 + 2 0 . 0 0 EL E V = 2 5 . 4 2 GR A D E B R E A K S T A = 2 0 + 0 9 . 8 7 EL E V = 2 5 . 3 1 MA T C H E X I S T I N G S T A = 2 2 + 9 0 . 0 0 EL E V = 2 5 . 3 4 GR A D E B R E A K S T A = 2 1 + 0 0 . 0 0 EL E V = 2 5 . 3 5 GR A D E B R E A K S T A = 2 2 + 5 0 . 0 0 EG : 2 8 . 0 5 FG : 2 7 . 8 7 EG : 2 8 . 0 2 FG : 2 7 . 8 3 EG : 2 7 . 9 9 FG : 2 7 . 8 0 EG : 2 7 . 9 7 FG : 2 7 . 7 7 EG : 2 7 . 9 2 FG : 2 7 . 7 3 EG : 2 7 . 8 2 FG : 2 7 . 6 8 EG : 2 7 . 7 4 FG : 2 7 . 6 2 EG : 2 7 . 6 6 FG : 2 7 . 5 6 EG : 2 7 . 5 8 FG : 2 7 . 5 0 EG : 2 7 . 4 8 FG : 2 7 . 4 3 EG : 2 7 . 3 9 FG : 2 7 . 3 5 EG : 2 7 . 2 7 FG : 2 7 . 2 4 EG : 2 7 . 1 1 FG : 2 7 . 1 1 EG : 2 6 . 9 2 FG : 2 6 . 9 5 EG : 2 6 . 7 3 FG : 2 6 . 7 9 EG : 2 6 . 6 0 FG : 2 6 . 6 2 EG : 2 6 . 5 1 FG : 2 6 . 4 9 EG : 2 6 . 4 4 FG : 2 6 . 3 9 EG : 2 6 . 3 5 FG : 2 6 . 3 2 EG : 2 6 . 2 9 FG : 2 6 . 2 9 EG : 2 6 . 2 6 FG : 2 6 . 2 7 EG : 2 6 . 2 2 FG : 2 6 . 2 5 EG : 2 6 . 1 6 FG : 2 6 . 2 3 EG : 2 6 . 0 9 FG : 2 6 . 2 1 EG : 2 6 . 0 2 FG : 2 6 . 1 1 EG : 2 5 . 9 5 FG : 2 6 . 0 1 EG : 2 5 . 8 6 FG : 2 5 . 9 0 EG : 2 5 . 7 7 FG : 2 5 . 8 1 EG : 2 5 . 7 2 FG : 2 5 . 7 4 EG : 2 5 . 6 8 FG : 2 5 . 7 1 EG : 2 5 . 6 5 FG : 2 5 . 7 1 EG : 2 5 . 6 2 FG : 2 5 . 7 1 EG : 2 5 . 6 1 FG : 2 5 . 7 2 EG : 2 5 . 6 3 FG : 2 5 . 7 2 EG : 2 5 . 6 7 FG : 2 5 . 7 2 EG : 2 5 . 6 9 FG : 2 5 . 7 3 EG : 2 5 . 6 9 FG : 2 5 . 7 3 EG : 2 5 . 6 8 FG : 2 5 . 7 3 EG : 2 5 . 6 7 FG : 2 5 . 7 4 EG : 2 5 . 6 6 FG : 2 5 . 7 4 EG : 2 5 . 6 3 FG : 2 5 . 6 7 EG : 2 5 . 6 1 FG : 2 5 . 6 0 EG : 2 5 . 5 8 FG : 2 5 . 5 2 EG : 2 5 . 5 6 FG : 2 5 . 4 5 EG : 2 5 . 5 2 FG : 2 5 . 4 1 EG : 2 5 . 4 9 FG : 2 5 . 3 9 EG : 2 5 . 4 8 FG : 2 5 . 3 7 EG : 2 5 . 4 7 FG : 2 5 . 3 6 EG : 2 5 . 4 5 FG : 2 5 . 3 4 EG : 2 5 . 4 4 FG : 2 5 . 3 4 EG : 2 5 . 4 3 FG : 2 5 . 3 4 EG : 2 5 . 4 2 FG : 2 5 . 3 4 EG : 2 5 . 4 2 FG : 2 5 . 3 5 EG : 2 5 . 4 1 FG : 2 5 . 3 5 EG : 2 5 . 4 1 FG : 2 5 . 3 5 EG : 2 5 . 3 7 FG : 2 5 . 3 5 EG : 2 5 . 3 3 FG : 2 5 . 3 4 EG : 2 5 . 3 0 FG : 2 5 . 3 2 EG : 2 5 . 2 9 FG : EG : 2 5 . 2 7 FG : EG : 2 5 . 2 5 FG : STORM CROSSING AIR CROSSING POWER CROSSING COMM CROSSING STORM CROSSINGWATER CROSSING (TO BE ABANDONED) SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 5 _ C 1 . 0 P L A N & P R O F I L E S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 40 80 40' N MA T C H L I N E , S E E S H E E T C1 . 1 APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A PLAN & PROFILE STA 11+40 TO 23+40 C1.2 15 OF 71 C1.2 1 SCALE: 1" = 40' PLAN C1.2 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE H LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE I PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE J VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE I AND J PAVING, SEE SECTION VIEW PROPOSED GRADING LIMITS GENERAL NOTES 1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC IN DEPTH, SIZE AND CONFIGURATION. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CROSSING CONDITIONS. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE G). RUNWAY 16-34 TAXIWAY A TA X I W A Y A 6 BOEING B RAMP AIRPORT-CITY 600 PARCEL HANGARS FBO FUEL TANKS 54 0 R E N T O N HA N G A R LA N E H A N G A R 50 0 P A R C E L LA N E H A N G A R 50 0 P A R C E L C1.4 1 C1.4 1 C1.4 3 OVERLAY LIMITS SHALL MATCH EXISTING GRADE AT RELEVANT BID SCHEDULE MILLING LIMITS PROVIDED IN DEMOLITION PLANS, TYP. MATCH OUTER EDGE OF TRANSITION TO SAWCUT LIMITS PROVIDED IN DEMOLITION PLANS, TYP. MATCH TO MILLING & SAWCUT LIMITS PROVIDED IN DEMOLITION PLANS C1.7 14 C1.7 14 C1.5 5 C1.5 6 OR C1.8 15FOR ENLARGED PLAN OF INTERSECTION TRANSITION AREAS, REFER TO DETAIL C1.6 9 OR C1.6 10 C1.7 13 4/14/2025 PPP PPP P P P P P S D S D S D S D U D U D UD UD UD UD UD U D U D U D M H 4 3 . 1 STOP 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 1 5 + 5 0 1 6 + 0 0 1 6 + 5 0 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+47 22 24 26 28 30 22 24 26 28 30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 MATCH TW A CL STA = 2+00.00 ELEV = 25.71 GRADE BREAK STA = 2+28.76 ELEV = 25.46 EL E V = 2 5 . 7 2 MA T C H E X I S T I N G S T A = 4 + 3 8 . 6 9 PVIS: 3+06.83 PVIE: 24.77 LVC: 140.00' PV C S : 2 + 3 6 . 8 3 PV C E : 2 5 . 3 9 ' PV T S : 3 + 7 6 . 8 3 PV T E : 2 5 . 2 7 ' EG : 2 4 . 8 1 FG : EG : 2 4 . 7 2 FG : EG : 2 4 . 7 7 FG : EG : 2 4 . 9 1 FG : EG : 2 5 . 0 9 FG : EG : 2 5 . 3 1 FG : EG : 2 5 . 2 8 FG : EG : 2 5 . 6 3 FG : EG : 2 5 . 8 6 FG : EG : 2 5 . 7 7 FG : EG : 2 5 . 6 3 FG : EG : 2 5 . 5 4 FG : 2 5 . 5 4 EG : 2 5 . 6 0 FG : 2 5 . 3 6 EG : 2 5 . 6 8 FG : 2 5 . 2 1 EG : 2 5 . 7 4 FG : 2 5 . 1 1 EG : 2 5 . 7 9 FG : 2 5 . 0 6 EG : 2 5 . 8 1 FG : 2 5 . 0 5 EG : 2 5 . 7 9 FG : 2 5 . 0 9 EG : 2 5 . 7 2 FG : 2 5 . 1 7 EG : 2 5 . 6 6 FG : 2 5 . 3 0 EG : 2 5 . 6 0 FG : 2 5 . 4 4 EG : 2 5 . 5 1 FG : 2 5 . 5 8 EG : 2 5 . 7 3 FG : EG : 2 5 . 9 6 FG : EG : 2 6 . 1 9 FG : EG : 2 6 . 4 3 FG : EG : 2 6 . 6 5 FG : EG : 2 6 . 8 7 FG : EG : 2 6 . 8 3 FG : EG : FG : EG : FG : -0.88%-0.88%0.72% WATER CROSSING (TO BE ABANDONED) STORM CROSSING POWER CROSSINGAIR CROSSING COMM CROSSING STORM CROSSING POWER CROSSING 0 SCALE 1" = 40 80 40' N SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 5 _ C 1 . 0 P L A N & P R O F I L E S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A6 PLAN & PROFILE C1.3 16 OF 71 LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE H LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE I PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE J VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE I AND J PAVING, SEE SECTION VIEW PROPOSED GRADING LIMITS GENERAL NOTES 1.UTILITY CROSSINGS SHOWN ARE SCHEMATIC IN DEPTH, SIZE AND CONFIGURATION. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CROSSING CONDITIONS. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE G). C1.3 1 SCALE: 1" = 40' PLAN C1.3 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE TAXIWAY A6 T A X I W A Y A R U N W A Y 1 6 - 3 4 TAXIWAY B6 T A X I W A Y B 540 R E N T O N HANG A R LANE H A N G A R 500 P A R C E L FBO FUEL TANKS C1.4 1 C1.4 3 REFER TO SHEETS C1.1 - #### FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.8 15FOR ENLARGED PLAN OF INTERSECTION TRANSITION AREAS, REFER TO DETAIL C1.5 5 OR C1.5 6 C1.7 14 C1.4 1 4/14/2025 EXISTING BASE MATERIAL, SEE NOTE 1 TW C E N T E R L I N E VARIES PER PLAN, 25' TYP.VARIES PER PLAN, 25' TYP. ADJACENT SURFACE VARIES, SEE PLAN GEOTEXTILE SEPARATION FABRIC 10" CRUSHED AGGREGATE BASE COURSE (P209) 6" ASPHALT STABILIZED BASE COURSE (P-403) 4" ASPHALT SURFACE COURSE (P-401) VARIES ADJACENT SURFACE VARIES, SEE PLAN VARIES NOTE: 1.EXISTING BASE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH P-152. WHERE DIRECTED BY THE RPR, EXISTING BASE/SUBGRADE MATERIAL WILL BE OVER-EXCAVATED AND STABILIZED IN ACCORDANCE WITH DETAIL 2, THIS SHEET. VARIES PER PLAN TOP OF MILLED SURFACE OR PREPARED OVERLAY BASE VARIABLE DEPTH ASPHALT LEVELING COURSE, AS NEEDED (P-401). SEE NOTE 1 EXISTING ASPHALT PAVEMENT TO REMAIN VARIES 4" MIN ASPHALT SURFACE COURSE (P-401) PROPOSED BUTT JOINT. SEE DETAIL VARIES TYPE 1 REHAB TRANSITION, SEE DETAILSC1.5 7 C1.5 5 C1.5 6 NOTE: 1.THE USE OF LEVELING COURSE SHALL BE AT THE CONTRACTOR'S OPTION. IF LEVELING COURSE IS NOT USED, CONTRACTOR SHALL PAVE VARIABLE DEPTH SURFACE COURSE, WHICH SHALL BE PAID AT THE CONTRACT UNIT PRICE FOR ASPHALT SURFACE COURSE. CONTRACTOR SHALL PROTECT EXISTING BASE/SUBGRADE MATERIAL WIDTH SHALL BE DETERMINED IN THE FIELD BY THE RPR TYPICAL PAVEMENT SECTION VARIES 12" MIN. QUARRY SPALLS (WSDOT 9-13.1(5)). THICKNESS MAY VARY PER THE DIRECTION OF THE RPR. 6" CHOKE STONE (P209). GRADE AND COMPACT PRIOR TO WRAPPING GEOTEXTILE FABRIC OVER SURFACE. GEOTEXTILE SEPARATION FABRIC GEOGRID TOP OF PROPOSED SUBGRADE UNSUITABLE EXCAVATION LIMITS SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 6 _ C 1 . 4 P A V I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 1 OF 7 C1.4 17 OF 71 C1.4 1 SCALE=NTS TYPE 1 REHABILITATION (ADG III) C1.4 3 SCALE=NTS VARIABLE DEPTH HMA OVERLAY (4-INCH MINIMUM) C1.4 2 SCALE=NTS TYPICAL SUBGRADE STABILIZATION 4/14/2025 3" TOPSOIL (T-905) HYDROSEEDING (T-901) PROPOSED SUBGRADE COMPACTED PER P-152 UNPAVED SURFACING (WHERE REQUIRED), SEE DETAIL C1.5 8TYPE 1 REHAB TRANSITION, SEE DETAILS VARIES PER PLAN VARIES VARIES TOP OF MILLED SURFACE OR PREPARED OVERLAY BASE VARIABLE DEPTH ASPHALT LEVELING COURSE, AS NEEDED (P-401). SEE NOTE 1 EXISTING ASPHALT PAVEMENT TO REMAIN 2" MIN ASPHALT SURFACE COURSE (P-401) C1.5 5 C1.5 6 NOTE: 1.THE USE OF LEVELING COURSE SHALL BE AT THE CONTRACTOR'S OPTION. IF LEVELING COURSE IS NOT USED, CONTRACTOR SHALL PAVE VARIABLE DEPTH SURFACE COURSE, WHICH SHALL BE PAID AT THE CONTRACT UNIT PRICE FOR ASPHALT SURFACE COURSE.EXISTING BASE MATERIAL, PREPARED IN ACCORDANCE WITH DETAIL TYPE 1 REHAB GEOTEXTILE SEPARATION FABRIC MILL AND INLAY, EXISTING PAVEMENT TO REMAIN, OR CONCRETE STEM WALL ASPHALT SURFACE COURSE (P-401) AND ASPHALT BASE COURSE (P-403). FOR THICKNESS, REFER TO DETAIL 3' 3' 8' TRANSITION SEE PLAN FOR TRANSITION LIMITS CRUSHED AGGREGATE BASE COURSE (P209). FOR THICKNESS, REFER TO DETAILC1.4 1 SE E NO T E 1 C1.4 1 C1.4 1 NOTE: 1.HEIGHT OF EACH TRANSITIONAL STEP SHALL BE EQUIVALENT TO THE THICKNESS OF EACH LIFT OF CRUSHED AGGREGATE BASE PLACED. PROPOSED ASPHALT OVERLAY, THICKNESS VARIES TACK EXISTING PAVEMENT EDGE PRIOR TO PAVING, SEE NOTE 1 EXISTING ASPHALT PAVEMENT TO REMAIN NOTE: 1.CONTRACTOR SHALL PROTECT EXISTING PAVEMENT EDGES TO REMAIN AND ENSURE ALL BUTT JOINTS HAVE CLEAN, VERTICAL EDGES TO THE SATISFACTION OF THE RPR PRIOR TO PAVING. EXISTING BASE MATERIAL, PREPARED IN ACCORDANCE WITH DETAIL TYPE 1 REHAB GEOTEXTILE SEPARATION FABRIC MILL AND INLAY OR EXISTING PAVEMENT TO REMAIN ASPHALT SURFACE COURSE (P-401) AND ASPHALT BASE COURSE (P-403). FOR THICKNESS, REFER TO DETAIL CRUSHED AGGREGATE BASE COURSE (P209). FOR THICKNESS, REFER TO DETAILNOTE: 1.LIMITS OF BURIED PCC PANEL REMOVAL SHALL BE DETEMINED IN THE FIELD IN ACCORDANCE THE PAVEMENT DEMOLITION PLANS AND DETAILS. 2.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLAB AND ADJUST PAVING DEPTHS FOR ASPHALT PAVING ACCORDINGLY. DEPENDING ON THE DEPTH OF EXISTING PCC SLAB, ASPHALT THICKNESS MAY BE LESS THAN STANDARD THICKNESSES SHOWN IN DETAIL 1 ON SHEET C1.4. ASPHALT BASE COURSE (P-403) THICKNESS SHALL BE VARIED AS REQUIRED TO MATCH DEPTH OF PCC SLAB. SEE PLAN FOR TRANSITION LIMITS 8' TRANSITION VARIABLE DEPTH ASPHALT PAVING (P-403), SEE NOTE 2 SEE NOTE 1 C1.4 1 C1.4 1 C1.4 1 EXISTING AGGREGATE BASE EXISTING BURIED PCC SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 6 _ C 1 . 4 P A V I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 2 OF 7 C1.5 18 OF 71 C1.5 8 SCALE=NTS UNPAVED SURFACING C1.5 4 SCALE=NTS VARIABLE DEPTH BYPASS APRON OVERLAY (2-INCH MINIMUM) C1.5 5 SCALE=NTS TYPICAL TYPE 1 REHAB TRANSITION (WITHOUT PCC) C1.5 7 SCALE=NTS TYPICAL BUTT JOINT C1.5 6 SCALE=NTS TYPICAL TYPE 1 REHAB TRANSITION (WITH PCC) 4/14/2025 GEOTEXTILE SEPARATION FABRIC 10" CRUSHED AGGREGATE BASE COURSE (P209) 6" ASPHALT STABILIZED BASE COURSE (P-403) 4" ASPHALT SURFACE COURSE (P-401) NOTES: 1.EXISTING BASE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH P-152. WHERE DIRECTED BY THE RPR, EXISTING BASE/SUBGRADE MATERIAL WILL BE OVER-EXCAVATED AND STABILIZED IN ACCORDANCE WITH DETAIL 2, SHEET C1.4. 2.HEIGHT OF EACH TRANSITIONAL STEP SHALL BE EQUIVALENT TO THE THICKNESS OF EACH LIFT OF CRUSHED AGGREGATE BASE PLACED. 8.4' SURFACE COURSE PAVING (SCHEDULE I PER PLAN) 1' VARIES 1' SURFACE COURSE PAVING (SCHEDULE J), WIDTH VARIES PER PLAN EXISTING BASE MATERIAL, SEE NOTE 1 EXISTING PAVEMENT TO REMAIN SE E NO T E 2 7.0' 1' LIMITS OF SCHEDULE I PAVING, SEE PLAN OVERLAY LIMITS (SCHEDULE I) 81' TO TAXIWAY A CENTERLINE 6.4' STABILIZED AND CRUSHED AGGREGATE BASE COURSE LIMITS (SCHEDULE J) SURFACE COURSE PAVING (SCHEDULE J), WIDTH VARIES PER PLAN EXISTING PAVEMENT TO REMAIN OVERLAY LIMITS (SCHEDULE I) 4" ASPHALT SURFACE COURSE (P-401) STABILIZED BASE COURSE PAVEMENT LIMITS (SCHEDULE J) NOTE: 1.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLAB AND ADJUST PAVING DEPTHS FOR ASPHALT BASE COURSE ACCORDINGLY. DEPENDING ON THE DEPTH OF EXISTING PCC SLAB, ASPHALT BASE COURSE THICKNESS MAY BE LESS THAN STANDARD THICKNESS SHOWN IN DETAIL 1 ON SHEET C1.4. VARIABLE DEPTH ASPHALT STABILIZED BASE COURSE (P-403), SEE NOTE 1 LIMITS OF SCHEDULE I PAVING, SEE PLAN EXISTING BURIED PCC TO REMAIN 8.4' SURFACE COURSE PAVING (SCHEDULE I PER PLAN) 81' TO TAXIWAY A CENTERLINE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 6 _ C 1 . 4 P A V I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY PAVING DETAILS 3 OF 7 C1.6 19 OF 71 C1.6 9 SCALE=NTS SCHEDULE J REHAB AND TRANSITION (WITHOUT PCC) C1.6 10 SCALE=NTS SCHEDULE J REHAB AND TRANSITION (WITH PCC) 4/14/2025 TYPE 1 REHAB, SEE DETAIL C1.4 1 TOP OF MILLED SURFACE EXISTING ASPHALT PAVEMENT TO REMAIN 6' TYP. 2" ASPHALT SURFACE COURSE (P-401) PROPOSED BUTT JOINT. SEE DETAIL EXISTING EDGE OF RUNWAY C1.5 7 6" 8" PROPOSED CONSTRUCTION JOINT, SEE DETAIL EXISTING BURIED PCC TO REMAIN SEE NOTE 1 NOTE: 1.LIMITS OF BURIED PCC PANEL REMOVAL SHALL BE DETEMINED IN THE FIELD IN ACCORDANCE WITH THE PAVEMENT DEMOLITION PLANS AND DETAILS. 2.TRANSITION SLAB SHALL BE REINFORCED WITH #4 BARS @ 12" O.C. CENTERED IN SLAB WITH 3" CLEAR FROM JOINTS ALL AROUND. 3.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLAB AND ADJUST PAVING DEPTHS FOR ASPHALT BASE COURSE ACCORDINGLY. DEPENDING ON THE DEPTH OF EXISTING PCC SLAB, ASPHALT BASE COURSE THICKNESS MAY BE LESS THAN STANDARD THICKNESS SHOWN IN DETAIL 1 ON SHEET C1.4. 10' 10' BASE TRANSITION LENGTH 6" TRANSITION SLAB (P-610), SEE NOTE 2 ASPHALT SURFACE COURSE (P401). FOR THICKNESS SEE DETAIL C1.4 1 VARIABLE DEPTH ASPHALT BASE COURSE (P403), SEE NOTE 3 CRUSHED AGGREGATE BASE COURSE (P209) EXISTING BASE MATERIAL COMPACTED PER P-152 DI M B = D I M A O R 1 0 " , WH I C H E V E R I S G R E A T E R DI M A C1.9 18 EXISTING AGGREGATE BASE TYPE 1 REHAB, SEE DETAIL C1.4 1 EXISTING PCC PAVEMENT TO REMAIN (TOP LIFT) EXISTING EDGE OF RUNWAY 6" 8" EXISTING BURIED PCC TO REMAIN SEE NOTE 1 NOTE: 1.LIMITS OF BURIED PCC PANEL REMOVAL SHALL BE DETEMINED IN THE FIELD IN ACCORDANCE WITH THE PAVEMENT DEMOLITION PLANS AND DETAILS. 2.TRANSITION SLAB SHALL BE REINFORCED WITH #4 BARS @ 12" O.C. CENTERED IN SLAB WITH 3" CLEAR FROM JOINTS ALL AROUND. 3.CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING BURIED PCC SLAB AND ADJUST PAVING DEPTHS FOR ASPHALT BASE COURSE ACCORDINGLY. DEPENDING ON THE DEPTH OF EXISTING PCC SLAB, ASPHALT BASE COURSE THICKNESS MAY BE LESS THAN STANDARD THICKNESS SHOWN IN DETAIL 1 ON SHEET C1.4. 10' 10' BASE TRANSITION LENGTH 6" TRANSITION SLAB (P-610), SEE NOTE 2 ASPHALT SURFACE COURSE (P401). FOR THICKNESS SEE DETAIL C1.4 1 VARIABLE DEPTH ASPHALT BASE COURSE (P403), SEE NOTE 3 CRUSHED AGGREGATE BASE COURSE (P209) EXISTING BASE MATERIAL COMPACTED PER P-152 DI M B = D I M A O R 1 0 " , WH I C H E V E R I S G R E A T E R DI M A EXISTING PCC PAVEMENT TO REMAIN (BOTTOM LIFT) PROPOSED CONSTRUCTION JOINT, SEE DETAIL C1.9 18 UNDERDRAIN, WHERE OCCURS, SEE DRAINAGE PLANS TYPE 1 REHAB UNPAVED SURFACING, SEE DETAIL VARIES OFFSET P209 1' FROM EOP CRUSHED AGGREGATE BASE COURSE (P209). FOR THICKNESS, REFER TO DETAIL ASPHALT SURFACE COURSE (P-401) AND ASPHALT BASE COURSE (P-403). FOR THICKNESS, REFER TO DETAIL ENSURE HYDRAULIC CONNECTION BETWEEN P209 AND POROUS UNDERDRAIN BACKFILL C1.5 8 C1.4 1 C1.4 1 20' MILL AND INLAY LAP JOINT TYPICAL TYPE 1 REHAB TRANSITION, SEE DETAILPROPOSED BUTT JOINT. SEE DETAIL C1.5 7 4" ASPHALT SURFACE COURSE (P-401) TOP OF MILLED SURFACE EXISTING PHASE 1 ASPHALT PAVEMENT TO REMAIN C1.5 5 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 6 _ C 1 . 4 P A V I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 4 OF 7 C1.7 20 OF 71 C1.7 11 SCALE=NTS TYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A6 C1.7 12 SCALE=NTS TYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A7 C1.7 14 SCALE=NTS TYPE 1 REHAB AT PAVEMENT EDGEC1.7 13 SCALE=NTS TYPE 1 REHAB TRANSITION AT PHASE BOUNDARY 4/14/2025 EXISTING RUNWAY PAVEMENT TO REMAIN LIMITS OF PROPOSED TYPE 1 REHAB SURFACE COURSE C1.7 12 TY P E 1 R E H A B TY P E 1 R E H A B TR A N S I T I O N @ R U N W A Y PROTECT AND RECOMPACT EXISTING BASE MATERIAL. REPAVE ON EXISTING BASE MATERIAL TO MATCH ADJACENT TYPE 1 TRANSITION ASPHALT THICKNESS, TYP. EACH SIDE LIMITS OF EXISTING BURIED PCC TO REMAIN SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH THE DEMOLITION PLANS BURIED PCC SLAB TO REMAIN PROPOSED TRANSITION SLAB, CONTRACTOR SHALL PROVIDE PANEL LAYOUT AND JOINTING CONFIGURATION TO RPR FOR REVIEW AND APPROVAL PRIOR TO PAVING. FOR JOINTING REQUIREMENTS, SEE DETAILS 10 ' T Y P . SE E N O T E 1 10 'DEPENDING ON PANEL LAYOUT, TRANSITION SLAB & BASE TRANSITION MAY EXTEND BEYOND LIMITS OF TYPE 1 REHAB SURFACE COURSE PROPOSED BASE TRANSITION EDGE OF EXISTING RUNWAY EXISTING JOINT LAYOUT SHOWN IS GENERIC. ACTUAL JOINT LAYOUT SHALL BE VERIFIED IN THE FIELD NOTE: 1.TYPICAL WIDTH OF TRANSITION SLAB MAY BE REQUIRED TO VARY DEPENDING ON THE PROPOSED PANEL LAYOUT. C1.9 18 C1.9 19 EDGE OF EXISTING RUNWAY EXISTING JOINT LAYOUT SHOWN IS GENERIC. ACTUAL JOINT LAYOUT SHALL BE VERIFIED IN THE FIELD EXISTING RUNWAY PAVEMENT TO REMAIN TY P E 1 R E H A B TY P E 1 R E H A B TR A N S I T I O N @ R U N W A Y PROPOSED TRANSITION SLAB, CONTRACTOR SHALL PROVIDE PANEL LAYOUT AND JOINTING CONFIGURATION TO RPR FOR REVIEW AND APPROVAL PRIOR TO PAVING. FOR JOINTING REQUIREMENTS, SEE DETAILS DEPENDING ON PANEL LAYOUT, TRANSITION SLAB & BASE TRANSITION MAY EXTEND BEYOND LIMITS OF TYPE 1 REHAB SURFACE COURSE LIMITS OF PROPOSED TYPE 1 REHAB SURFACE COURSE PROPOSED BASE TRANSITION 10 ' T Y P . SE E N O T E 1 10 ' BURIED PCC SLAB TO REMAIN LIMITS OF EXISTING BURIED PCC TO REMAIN SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH THE DEMOLITION PLANS C1.7 11CONTRACTOR SHALL PROTECT EXISTING RUNWAY GROOVING 2-INCH MILL AND INLAY LAP JOINT 6' EXISTING IN-PAVEMENT RUNWAY EDGE LIGHT TO BE INCORPORATED INTO TRANSITION SLAB PANEL LAYOUT, AS NEEDED NOTE: 1.TYPICAL WIDTH OF TRANSITION SLAB MAY BE REQUIRED TO VARY DEPENDING ON THE PROPOSED PANEL LAYOUT. C1.9 18 C1.9 19 EXISTING HMA PAVEMENT TO REMAIN (DEPTH VARIES) NOTES: 1.CLEAR CRACK OF ALL EXISTING SEALER, DEBRIS, AND VEGETATION. 2.IF EXTENSIVE VEGETATION EXISTS TREAT THE SPECIFIC AREA, AS DETERMINED BY THE RPR, WITH A CONCENTRATED SOLUTION OF A WATER-BASED HERBICIDE PER SPECIFICATION P-101. 3.VERIFY CRACKS FOR CLEANING AND FILLING WITH THE RPR PRIOR TO BEGINNING WORK. 4.ALL EXISTING SEALED CRACKS TO BE RESEALED SHALL BE CLEANED OF VEGETATION AND ANY OTHER OBJECTIONABLE MATERIAL PRIOR TO FILLING. CLEANING SHALL BE ACCOMPLISHED USING A HEAT LANCE TO LIQUEFY THE EXISTING MATERIAL TO THE SATISFACTION OF THE RPR. FILLING OF CRACKS SHALL BE PLACED IN A MINIMUM OF TWO LIFTS AND SHALL NOT COMMENCE UNTIL THEY ARE CLEAN AND DRY. 5.CRACK SEALING SHALL BE REQUIRED FOR ALL MILLED AREAS PRIOR TO OVERLAY. MILLED ASPHALT SURFACE CLEAN CRACKS, AND FILL WITH CRACK SEALANT PER P-101EXISTING BASE COURSE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 6 _ C 1 . 4 P A V I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 5 OF 7 C1.8 21 OF 71 C1.8 16 SCALE=NTS TAXIWAY A7 - RUNWAY 16-34 INTERSECTION ENLARGED PLAN C1.8 15 SCALE=NTS TAXIWAY A6 - RUNWAY 16-34 INTERSECTION ENLARGED PLAN C1.8 17 SCALE=NTS CRACK ROUTE AND SEAL 4/14/2025 T/2 3/4" x 18" SMOOTH DOWELS @ 12" O.C. EPOXY PAINTED AND LUBRICATED PER P-610 DRILL AND INSTALL DOWELS PER P-610 EXISTING PCCPNEW PCCP T DE P T H V A R I E S DOWEL BASKET ASSEMBLY OR SIMILAR APPROACH APPROVED BY RPR, SEE DETAIL SEE T T/2 NEW PCCPNEW PCCP 3/4" x 18" SMOOTH DOWELS @ 12" O.C. EPOXY PAINTED AND LUBRICATED PER P-610 C1.9 21 C1.9 20 0.362" DIA BOTTOM SPACER BARS WELDED TO LEG CHAIRS - 2 PER ASSEMBLY DOWELS WELDED ALTERNATELY TO TOP SPACER BARS, PAINT AND OIL ENTIRE BAR 0.362" DIA 'VEE' LEG - CHAIRS WELDED AT ALL INTERSECTIONS TO TOP AND BOTTOM SPACER BAR 0.362" DIA TOP SPACER BARS WELDED TO LEG CHAIRS - 2 PER ASSEMBLY 0.177" DIA SPREADER WIRES WELDED TO TOP SPACER BARS 3 PER ASSEMBLY T/4 1 8" SAW CUT NEW PCC PAVEMENT NEW PCC PAVEMENT NOTE: 1."T" REPRESENTS TOTAL PCC SLAB THICKNESS. CONTRACTION JOINT FOR DOWEL SIZING AND SPACING, SEE DETAILS12" TYP. 10" TYP. PERPENDICULAR TO TW CENTERLINE PA R A L L E L T O T W C E N T E R L I N E EX I S T I N G P C C T O R E M A I N CONSTRUCTION JOINT PR O P O S E D P C C CONSTRUCTION JOINT C1.9 18 C1.9 19 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 6 _ C 1 . 4 P A V I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 6 OF 7 C1.9 22 OF 71 C1.9 18 SCALE=NTS TYPICAL CONSTRUCTION JOINT C1.9 19 SCALE=NTS TYPICAL CONTRACTION JOINT C1.9 21 SCALE=NTS DOWEL BASKET ASSEMBLY C1.9 20 SCALE=NTS CONTRACTION JOINT SAWCUT C1.9 22 SCALE=NTS TYPICAL DOWEL SPACING AT PANEL CORNERS 4/14/2025 PIPE OR DUCT TRENCH WIDTH PAVEMENT RESTORATION WITHIN OVERLAY AREA PAVEMENT RESTORATION OUTSIDE REHAB AREAS EXISTING PCC OR HMA PAVEMENT TO REMAIN VARIABLE DEPTH ASPHALT SURFACE COURSE (P-401). MATCH EXISTING PAVEMENT THICKNESS VARIABLE DEPTH ASPHALT SURFACE COURSE (P-401). THICKNESS AS REQUIRED TO MATCH MILLED SURFACE 2 OR 4-INCH NOMINAL ASPHALT OVERLAY (P-401) PER PLANS EXISTING BASE MATERIAL TO BE PROTECTED. RECOMPACT IN ACCORDANCE WITH P-152 PRIOR TO PAVING. VARIES, REFER TO DETAIL TOP OF MILLED SURFACE 6" CRUSHED AGGREGATE BASE COURSE (P209) C0.4 7 NOTES: 1.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 REHABILITATION. 2.BACKFILL & COMPACTION WITHIN THE PIPE OR DUCT BEDDING AND BACKFILL ZONE SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS. PIPE OR DUCT BEDDING AND BACKFILL ZONE. SEE NOTE 2. RE F E R T O W A T E R , D R A I N A G E AN D E L E C T R I C A L P L A N S F O R AD D I T I O N A L R E Q U I R E M E N T S PAVEMENT RESTORATION WITHIN OVERLAY AREA PAVEMENT RESTORATION OUTSIDE REHAB AREAS PIPE OR DUCT TRENCH WIDTH PIPE OR DUCT BEDDING AND BACKFILL ZONE. SEE NOTE 2. 2 OR 4-INCH NOMINAL ASPHALT OVERLAY (P-401) PER PLANSEXISTING BASE MATERIAL TO BE PROTECTED. RECOMPACT IN ACCORDANCE WITH P-152 PRIOR TO PAVING. 5 TO 10 INCH VARIABLE DEPTH CRUSHED AGGREGATE BASE COURSE (P209) 6" CRUSHED AGGREGATE BASE COURSE (P209) TOP OF MILLED SURFACE VARIABLE DEPTH ASPHALT SURFACE COURSE (P-401). THICKNESS AS REQUIRED TO MATCH MILLED SURFACE VARIABLE DEPTH ASPHALT SURFACE COURSE (P-401). THICKNESS AS REQUIRED TO MATCH EXISTING HMA SURFACE WIDTHS OF PAVING VARIES, REFER TO DETAIL C0.4 8 EXISTING AGGREGATE BASE (TYP.) NOTE: 1.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 REHABILITATION. 2.BACKFILL & COMPACTION WITHIN THE PIPE OR DUCT BEDDING AND BACKFILL ZONE SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS. 3.BACKFILL & COMPACTION WITHIN THE UNDERLAYMENT RESTORATION ZONE SHALL BE CONSIDERED INCIDENTAL TO THE TRENCH UNDERLAYMENT REMOVAL AND RESTORATION PAY ITEM. UNDERLAYMENT RESTORATION ZONE, SEE NOTE 3 RE F E R T O W A T E R , D R A I N A G E AN D E L E C T R I C A L P L A N S F O R AD D I T I O N A L R E Q U I R E M E N T S EXISTING BURIED PCC TO REMAIN (TYP.) CONTRACTOR SHALL PROTECT EXISTING SUBGRADE MATERIAL 12" MIN. QUARRY SPALLS (WSDOT 9-13.1(5)). THICKNESS MAY VARY PER THE DIRECTION OF THE RPR. GEOTEXTILE SEPARATION FABRIC GEOGRID 6" CHOKE STONE (P209). GRADE AND COMPACT PRIOR TO WRAPPING GEOTEXTILE FABRIC OVER SURFACE. PIPE OR DUCT TRENCH WIDTH TYPICAL BEDDING AND BACKFILL. SEE WATER, DRAINAGE AND ELECTRICAL PLANS UNSUITABLE EXCAVATION LIMITS SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 6 _ C 1 . 4 P A V I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 7 OF 7 C1.10 23 OF 71 C1.10 23 SCALE=NTS TRENCH PAVEMENT RESTORATION (WITHOUT PCC) C1.10 24 SCALE=NTS TRENCH PAVEMENT RESTORATION (WITH PCC) C1.10 25 SCALE=NTS TYPICAL TRENCH STABILIZATION 4/14/2025 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UD UD UD UD UD UD UD UD UD UD UD U D U D UD UD UD UD UD UD UD UD UD UD UD U D UD UD UD UD ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED 28.529.029.5 28.428. 628.728.828.929.129.229.329.429.6 29.5 30.0 30.5 30.5 29.2 29.3 29.4 29.6 29.7 29.8 29.9 30.1 30.1 30.2 30.2 30.3 30.3 30.4 30.4 30.6 30.6 30.7 30.7 3 0 . 0 30 . 5 29 . 8 2 9 . 9 30 . 1 30 . 2 30 . 3 30 . 4 3 0 . 6 3 0 . 7 R 5 0 1.5% TYP. SEE GENERAL NOTE 1 30 . 0 30 . 5 29 . 9 30 . 1 30 . 2 30 . 3 30 . 4 30 . 6 30 . 7 DAYLIGHT @ 5% CUT CLOPE MATCH EXISTING GRADE @ PAVING LIMITS 1.5% TYP. SE E O V E R L A Y P L A N C2 . 5 SE E O V E R L A Y P L A N C2 . 9 MATCH EXISTING GRADE @ PAVING LIMITS 2+ 2 5 2+ 7 5 3+ 2 5 3+7 5 4+25 4+75 5+25 5+75 6+25 6+75 7+25 7+75 2+ 0 0 2+ 5 0 3+ 0 0 3+5 0 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 3 1 . 1 9 ' 30 . 2 8 ' 3 0 . 2 7 ' 30.1 0 ' 29.93' 30 . 6 9 ' 30 . 8 8 ' 31.07' 29.68' 30.11' 2 9 . 2 0 ' 28 . 9 9 ' 29.44' 3 0 . 7 3 ' 30 . 8 2 ' 30.7 2 ' 30 . 7 3 ' 30.21' 29.77' 30 . 8 9 ' 30.27' 30.40' 31.07' 2 9 . 7 4 ' 29.72' 29.72' 29.72' 29.71' 29.69' 29.59'29.45'2 9 . 4 4 ' 29.44'29.44'29.43'29.31'29.24'29.21' 30 . 5 4 ' 30.42' 30. 2 5 ' 30 . 0 4 ' 29 . 9 8 ' 29 . 9 1 ' 29.71'2 9 . 6 4 ' 2 9 . 6 2 ' 2 9 . 6 0 ' 2 9 . 5 6 ' 29.49' 2 8 . 9 4 ' 2 8 . 8 3 ' 2 8 . 7 6 ' 28.71' 29 . 4 4 ' 2 9 . 3 9 ' 29.33' 28.69'28.65' 29.41'29.35' 29.25'29.21' 2 9 . 0 5 ' 29.16'29.26'29.38'29.48'29.60'29.70'2 9 . 7 7 ' 29.82'29.87'29.96'30.14' -0.63%-0.22% -0.84% -1.25% -1.04 % -1.2 5 % -1.40 % -1.5 6 % -1. 2 5 % -1 . 2 5 % - 1 . 2 5 % - 1 . 2 5 % -1. 4 6 % -0 . 8 0 % - 1 . 0 9 % - 1 . 3 9 % - 1 . 2 5 % - 1 . 2 5 % - 1 . 4 3 % -1 . 2 5 % - 1 . 5 7 % - 1 . 7 1 % - 1 . 2 5 % -1 . 2 3 % -1 . 2 5 % -1 . 1 6 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 1 5 % -1 . 1 1 % -1 . 0 9 % -1 . 0 5 % -1 . 1 3 % -1 . 2 8 % -1 . 4 5 % -1 . 5 1 % -1 . 4 8 % -1 . 3 6 % -1 . 3 4 % 14.5' TYP. STA=2+64.58 OFF=89.85'L EL=29.75' STA=3+14.56 OFF=44.61'L EL=31.00' STA=3+62.85 OFF=44.39'L EL=30.99' STA=2+00.00 OFF=17.50'L STA=4+52.87 OFF=7.00'L EL=30.41' STA=4+21.86 OFF=103.59'R EL=29.00' STA=5+01.58 OFF=0.00' EL=30.10' STA=6+00.00 OFF=20.00'R EL=29.84' STA=2+95.40 OFF=68.09'R EL=29.55' STA=2+41.00 OFF=68.95'L EL=30.07' STA=3+09.32 OFF=98.11'L EL=30.18' STA=2+18.53 OFF=100.48'R EL=30.16'STA=2+19.31 OFF=80.74'L EL=30.97' STA=5+32.49 OFF=67.00'R EL=29.23' STA=4+64.17 OFF=98.44'R EL=29.14' STA=4+99.41 OFF=89.49'R EL=28.99' 1 4 . 5 ' T Y P . DAYLIGHT @ 5% CUT SLOPE 30.55' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 20 40 20' N APRIL 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 1 OF 4 C2.1 24 OF 71 MA T C H L I N E , S E E S H E E T C2 . 2 TAXIWAY A TA X I W A Y A 7 GENERAL NOTES 1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPES FROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS: A.WHEN THE EDGE OF PAVEMENT IS IN A CUT, DAYLIGHT AT 1.5% FILL SLOPE. B. WHEN THE EDGE OF PAVEMENT IS IN A FILL, DAYLIGHT AT 5% FILL SLOPE. 2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ON THE TAXIWAY A1-A-A7 ALIGNMENT. 3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR TYPE 1 REHAB AND TRANSITION PAVING PROPOSED OVERLAY PAVING LEGEND CONT. PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE (25' INCREMENTS ON EVEN STATIONS) GRADE BREAK ## . # # ' RUNWAY 16-34 4/14/2025 SD SD SD SD SD SD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED AH E A D LA N E ON E ST O P 2 7 . 0 27.528.0 2 6 . 7 2 6 . 8 2 6 . 9 27. 1 27 . 2 27. 327.427.627.727.827.928.128.228.3 28.0 28.5 27.6 27.7 27.8 27.9 28.1 28.2 28.3 28.4 27.0 27.5 27.1 27.2 27.3 27.4 SEE GENERAL NOTE 1 SEE GENERAL NOTE 1 SEE GENERAL NOTE 1 SE E O V E R L A Y P L A N C2 . 9 SE E O V E R L A Y P L A N C2 . 6 8+25 8+75 9+25 9+75 10+25 10+75 11+25 11+75 12+25 12+75 13+25 13+75 14+258+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 28 . 6 2 ' 28.57'28.55'28.55'28.52'28.52'28.52'28.54'28.61'28.53'28.46'28.42'28.42'28.36'28.31'28.27'28.16'28.04'27.94'2 7 . 8 4 ' 27 . 6 9 ' 2 7 . 5 1 ' 2 7 . 4 1 ' 27.10' 26.7 4 ' 29 . 2 8 ' 29.13' 28.98' 28.86' 28.77' 28.72' 28.71'2 8 . 6 5 ' 28.23'28.00'27.85'27.74'27.70'27.66'27.62'27.58'27.54'27.50'27.45'27.40'27.34'27.27'27.24'2 7 . 0 2 ' 2 6 . 8 1 ' 26.5 2 ' 26.9 7 ' 27.23'2 7 . 4 8 ' 2 7 . 5 8 ' 2 7 . 6 3 ' 29 . 1 4 ' 28.92'28.70'28.51'28.36'2 8 . 4 0 ' 2 7 . 1 9 ' 26.66' -1 . 3 4 % -1 . 2 6 % -1 . 2 4 % -1 . 1 2 % -0 . 9 9 % -1 . 0 1 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 2 2 % -1 . 5 0 % -1 . 5 0 % -1 . 4 4 % -1 . 5 4 % -1 . 5 0 % -1 . 2 5 % -1 . 5 7 % -1 . 2 5 % -1 . 4 8 % -1 . 2 5 % -1 . 4 8 % -1 . 2 5 % -1 . 6 1 % -1 . 2 5 % -1 . 5 5 % -1 . 2 5 % -1 . 5 1 % -1 . 2 5 % -1 . 5 1 % -1 . 2 5 % -1 . 3 6 % -1 . 2 5 % -1 . 1 8 % -1 . 2 5 % -1 . 1 0 % -1 . 0 5 % -1 . 0 3 % -0 . 8 8 % -0 . 8 8 % -1 . 1 1 % -1 . 1 1 % -1 . 3 5 % -1 . 3 5 % -1 . 1 3 % -1 . 1 3 % STA=10+16.23 OFF=33.00'L EL=28.63' STA=8+22.47 OFF=20.00'R EL=29.29' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN APRIL 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 2 OF 4 C2.2 25 OF 71 MA T C H L I N E , S E E S H E E T C2 . 3 MA T C H L I N E , S E E S H E E T C2 . 1 0 SCALE 1" = 20 40 20' N TAXIWAY A GENERAL NOTES 1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPES FROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS: A.WHEN THE EDGE OF PAVEMENT IS IN A CUT, DAYLIGHT AT 1.5% FILL SLOPE. B. WHEN THE EDGE OF PAVEMENT IS IN A FILL, DAYLIGHT AT 5% FILL SLOPE. 2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ON THE TAXIWAY A1-A-A7 ALIGNMENT. 3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR TYPE 1 REHAB AND TRANSITION PAVING PROPOSED OVERLAY PAVING LEGEND CONT. PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE (25' INCREMENTS ON EVEN STATIONS) GRADE BREAK ## . # # ' RUNWAY 16-34 4/14/2025 P P P P P P P P P P P P P P P P P PPP P P P P P P SD SD SD SD SD SD SD SD SD UD UD UD UD UD UD UD UD UD U D UD UD UD UD UD UD U D U D UD UD UD UD UD UD UD UD UD UD UD UD 25.5 25.526.0 26. 0 25.2 25.225.3 25.325.4 25.425.625.725.825.925.9 26.126.1 26.5 26.1 26.2 26.3 26.4 2 5 . 0 25.5 25. 1 25.2 25.3 25.4 25.6 25.7 25.8 25.9 24.0 24.5 25.0 24.124.2 24.3 24.4 24. 624. 724. 824.9 25.1 25.0 25.5 24.9 25.1 25.2 25.3 25.4 25.6 25.7 SEE GENERAL NOTE 1 1.5% TYP. MATCH EXISTING GRADE @ PAVING LIMITS DAYLIGHT @ 5% CUT SLOPE 1+ 2 5 1+ 7 5 2+ 2 5 2+ 7 5 3+ 2 5 3+ 7 5 4+ 2 5 DAYLIGHT @ 5% CUT SLOPE 1.5% TYP. DAYLIGHT @ 5% CUT SLOPE SEE GENERAL NOTE 1 SE E O V E R L A Y P L A N C2 . 7 -0 . 9 0 % -0 . 9 0 % 14+25 14+75 15+25 15+75 16+25 16+75 17+25 17+75 18+25 18+75 19+25 19+75 20+25 1+ 5 0 2+ 0 0 2+ 5 0 3+ 0 0 3+ 5 0 4+ 0 0 4+ 5 0 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 26.7 4 ' 26.48'26.45'26.50'26.47'26.48'26.53'26.43'26.28'26.14'25.99'25.89'25.88'26.04'26.04'26.09'26.14'26.15'26.17'26.19'2 6 . 1 9 ' 2 6 . 1 0 ' 2 5 . 9 7 ' 2 5 . 8 1 ' 2 5 . 7 7 ' 26.5 2 ' 26.33'26.18'26.06'25.99'25.93'25.90'25.87'25.77'25.66'25.56'25.49'25.46' 25 . 4 6 ' 25.46'25.44'25.41'25.42'25.42'25.43'2 5 . 4 1 ' 2 5 . 3 2 ' 2 5 . 2 3 ' 2 5 . 1 4 ' 2 5 . 0 9 ' 25.97' 25.99'26.10'26.25'26.40'26.55'26.57'26.60'26.59'26.63'26.78' 26.9 7 ' 26.59' 25.16' 24.82' 24.80' 25.03' 24.73' 2 4 . 7 4 ' 24.73' 24.74' 24.87' 24.80' 25 . 0 9 ' 24.94' 25.12' 25.28' 25 . 1 6 ' 25 . 3 9 ' -0 . 9 0 % -0 . 9 0 % -0 . 9 0 % -0 . 9 0 % -1 . 0 5 % -1 . 0 5 % -1 . 2 0 % -1 . 2 0 % -1 . 3 5 % -1 . 3 5 % -1 . 3 5 % -1 . 3 5 % -1 . 3 5 % -1 . 3 5 % -1 . 2 6 % -1 . 2 6 % -1 . 1 8 % -1 . 1 8 % -1 . 0 9 % -1 . 0 9 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 0 1 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 1 3 % -1 . 1 3 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 9 % -1 . 2 5 % -1 . 3 3 % -1 . 2 5 % -1 . 3 7 % -1 . 2 5 % -1 . 4 0 % -1 . 2 5 % -1 . 4 0 % -1 . 2 5 % -1 . 2 9 % -1 . 2 5 % -1 . 1 0 % -0. 3 6 % -1. 2 5 % -1. 2 5 % -1. 2 5 % -1. 2 5 % -1. 2 6 % -1. 2 5 % -0. 9 2 % 14. 5 ' T Y P . SEE G E N E R A L NOT E 1 S E E G E N E R A L N O T E 1 14. 5 ' T Y P . 25' STA=17+20.00 OFF=25.00'L EL=25.96' TW A6 STA=2+24.08 OFF=128.16'L EL=~23.70' MATCH EXST TW A6 STA=3+63.26 OFF=59.82'L EL=~24.89' MATCH EXST TW A6 STA=3+36.11 OFF=40.03'R EL=24.54' TW A6 STA=4+19.60 OFF=45.44'R EL=~25.06' MATCH EXST TW A6 STA=3+32.52 OFF=39.55'L EL=24.54' TW A6 STA=2+25.81 OFF=51.78'L EL=25.00' TW A6 STA=3+29.79 OFF=55.13'R EL=~24.30' MATCH EXST STA=16+70.88 OFF=25.00'R EL=25.57' TW A6 STA=3+38.58 OFF=66.86'L EL=~24.46' MATCH EXST TW A6 STA=2+25.52 OFF=60.68'L EL=~24.87' MATCH EXST STA=18+08.67 OFF=25.00'R EL=25.43' 2 5 . 4 4 ' 25.60' 25 . 2 5 ' 25.4 0 ' 25 . 5 8 ' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN APRIL 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 3 OF 4 C2.3 26 OF 71 MA T C H L I N E , S E E S H E E T C2 . 2 MA T C H L I N E , S E E S H E E T C2 . 4 0 SCALE 1" = 20 40 20' N TAXIWAY A TA X I W A Y A 6 GENERAL NOTES 1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPES FROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS: A.WHEN THE EDGE OF PAVEMENT IS IN A CUT, DAYLIGHT AT 1.5% FILL SLOPE. B. WHEN THE EDGE OF PAVEMENT IS IN A FILL, DAYLIGHT AT 5% FILL SLOPE. 2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ON THE TAXIWAY A1-A-A7 ALIGNMENT. 3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR TYPE 1 REHAB AND TRANSITION PAVING PROPOSED OVERLAY PAVING LEGEND CONT. PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE (25' INCREMENTS ON EVEN STATIONS) GRADE BREAK ## . # # ' RUNWAY 16-34 4/14/2025 UD UD UD UD UD UD UD UD 25.5 25.1 25.2 25.3 25.4 25.6 25.7 20+25 20+75 21+25 21+75 22+25 22+75 23+25 23+75 24+25 24+75 25+25 25+75 26+25 -1 . 2 5 % -1 . 1 0 % 1+5 0 2+ 5 0 3+ 5 0 4+5 0 SE E O V E R L A Y P L A N C2 . 8 -1 . 2 5 % -1 . 0 7 % -1 . 2 5 % -1 . 0 6 % -1 . 2 5 % -1 . 0 5 % -1 . 2 5 % -1 . 0 9 % -1 . 2 5 % -1 . 1 9 % -1 . 2 5 % -1 . 2 0 % -1 . 2 5 % -1 . 1 4 % -1 . 2 5 % -1 . 0 4 % -1 . 2 5 % -1 . 0 0 % 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 2+ 0 0 3+0 0 4+ 0 0 5+0 0 25.77'25.73'25.71'25.69'25.70'25.74'25.74'25.72'25.69'25.68' 25.09'25.07'25.05'25.03'25.03'25.03'25.03'25.04'25.04'25.04' SEE GENERAL NOTE 1 AH E A D LA N E ON E SEE OVERLAY PLAN C2.8 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN MA T C H L I N E , S E E S H E E T C2 . 3 APRIL 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 4 OF 4 C2.4 27 OF 71 0 SCALE 1" = 20 40 20' N TAXIWAY A TA X I W A Y A 5 GENERAL NOTES 1.UNLESS ADDITIONAL GRADE CONTROL IS PROVIDED, TYPICAL DAYLIGHT SLOPES FROM EDGE OF PAVEMENT SHALL BE AS FOLLOWS: A.WHEN THE EDGE OF PAVEMENT IS IN A CUT, DAYLIGHT AT 1.5% FILL SLOPE. B. WHEN THE EDGE OF PAVEMENT IS IN A FILL, DAYLIGHT AT 5% FILL SLOPE. 2.EXCEPT WHERE NOTED OTHERWISE, STATION AND OFFSET VALUES ARE BASED ON THE TAXIWAY A1-A-A7 ALIGNMENT. 3.REFER TO PLAN & PROFILE SHEETS FOR CENTERLINE PROFILE ELEVATIONS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR TYPE 1 REHAB AND TRANSITION PAVING PROPOSED OVERLAY PAVING LEGEND CONT. PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE (25' INCREMENTS ON EVEN STATIONS) GRADE BREAK ## . # # ' RUNWAY 16-34 4/14/2025 ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED 29.029.530.030.5 28.828.929.129.229.329.429.629.729.829.930.130.230.330.4 ST A = 6 + 0 0 . 0 0 ST A = 7 + 0 0 . 0 0 ST A = 8 + 0 0 . 0 0 5' EQ. SPACES @ 20'12' EQ. SPACES @ 20'5' EQ. SPACES @ 20'20' 16 ' 13 ' 19 ' 8' CASCADIAN 250 BUILDING BOEING B RAMP LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE I PAVING 0. 3 0 ' 0. 2 7 ' 0. 2 9 ' 0. 3 1 ' 0.33 ' 0.33 ' 0.32 ' 0. 3 4 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 4 ' 0. 3 2 ' 0. 3 2 ' 0.31 ' 0.31 ' 0.33 ' 0.31 ' 0.32 ' 0.31 ' 0.32 ' 0. 3 1 ' 0. 3 0 ' 0. 3 1 ' 0. 3 3 ' 0. 3 3 ' 0. 3 1 ' 0. 3 1 ' 0. 3 3 ' 0. 3 4 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.34 ' 0.34 ' 0.33 ' 0.35 ' 0. 3 3 ' 0. 3 5 ' 0. 3 4 ' 0. 3 5 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 2 ' 0.33 ' LIMITS OF BID SCHEDULE G OVERLAY ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED 29.029.530.030.5 28.828.929.129.229.329.429.629.729.829.930.130.230.330.4 ST A = 6 + 0 0 . 0 0 ST A = 7 + 0 0 . 0 0 ST A = 8 + 0 0 . 0 0 5' EQ. SPACES @ 20'12' EQ. SPACES @ 20'5' EQ. SPACES @ 20'20' 16 ' 13 ' 19 ' 8' CASCADIAN 250 BUILDING BOEING B RAMP LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE I PAVING 29 . 5 6 ' 29 . 7 7 ' 29 . 4 8 ' 29 . 6 7 ' 29 . 4 5 ' 29 . 6 6 ' 29 . 4 1 ' 29 . 6 1 ' 29 . 4 1 ' 29 . 5 9 ' 29 . 4 0 ' 29 . 5 7 ' 29 . 4 0 ' 29 . 5 6 ' 29 . 3 5 ' 29 . 5 1 ' 29 . 2 6 ' 29 . 4 2 ' 29 . 1 7 ' 29 . 3 3 ' 29 . 0 7 ' 29 . 2 4 ' 28 . 9 8 ' 29 . 1 5 ' 28 . 8 9 ' 29 . 0 6 ' 28 . 8 2 ' 28 . 9 8 ' 28 . 7 2 ' 28 . 8 9 ' 28 . 6 4 ' 28 . 8 3 ' 28 . 5 7 ' 28 . 7 3 ' 28 . 4 7 ' 28 . 6 3 ' 28 . 4 1 ' 28 . 5 7 ' 28 . 3 7 ' 28 . 5 3 ' 28 . 3 6 ' 28 . 5 1 ' 28 . 3 2 ' 28 . 4 8 ' 28 . 3 0 ' 28.4 5 ' 28.2 6 ' 28.4 2 ' 28.5 2 ' 28 . 9 5 ' 29 . 1 0 ' 29 . 1 8 ' 29 . 1 3 ' 29 . 0 4 ' 28 . 9 4 ' 28 . 8 6 ' 28 . 7 8 ' 28 . 6 9 ' 28 . 6 1 ' 28 . 5 2 ' 28 . 4 3 ' 28 . 3 5 ' 28 . 2 6 ' 28 . 1 8 ' 28 . 1 6 ' 28 . 1 4 ' 28 . 1 1 ' 28.0 8 ' 28.0 6 ' 29 . 0 9 ' 29 . 0 3 ' 28 . 9 4 ' 28 . 8 5 ' 28 . 7 7 ' 28 . 6 9 ' 28 . 5 9 ' 28 . 5 2 ' 28 . 4 4 ' 28 . 3 4 ' 28 . 2 5 ' 28 . 1 7 ' 28 . 0 8 ' 28 . 0 6 ' 28 . 0 4 ' 28 . 0 1 ' 27.9 9 ' 27.9 7 ' LIMITS OF BID SCHEDULE G OVERLAY SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 9 _ C 2 . 5 O V E R L A Y S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 20 40 20' N APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 1 OF 5 WEST APRON C2.5 28 OF 71 MA T C H L I N E , S E E S H E E T C2 . 6 C2.5 1 SCALE: 1" = 20' MILLING PLAN C2.5 2 SCALE: 1" = 20' OVERLAY PLAN GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE J) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.EXCEPT WHERE NOTED OTHERWISE, MILL AND OVERLAY ABUTTING TYPE 1 REHAB PAVING SHALL HAVE A MILL DEPTH OF 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. 4/14/2025 ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED AH E A D LA N E ON E ST O P 28.728.8 ST A = 1 0 + 0 0 . 0 0 ST A = 9 + 0 0 . 0 0 ST A = 1 1 + 0 0 . 0 0 ST A = 1 2 + 0 0 . 0 0 ST A = 1 3 + 0 0 . 0 0 ST A = 1 4 + 0 0 . 0 0 4 EQ. SPACES @ 20'5 EQ. SPACES @ 20' 8' 8' 13 ' 19 ' 5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20' 20' SE E GE N E R A L NO T E 1 28.5 28.1 28.228.328.428.6 28.0 27.627.727.827.9 28.1 27.5 27.127.2 27.327.4 27. 0 26.9 BOEING B RAMP LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE I PAVING LIMITS OF BID SCHEDULE G OVERLAY 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 2 ' 0. 3 4 ' 0. 3 4 ' 0. 3 3 ' 0. 3 5 ' 0. 3 2 ' 0. 2 9 ' 0. 2 8 ' 0. 3 0 ' 0. 2 9 ' 0.30 ' 0.30 ' 0.29 ' 0.29 ' 0.29 ' 0.29 ' 0.29 ' 0. 3 0 ' 0. 3 1 ' 0. 3 1 ' 0. 3 1 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 2 9 ' 0. 1 9 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 2 ' 0. 3 2 ' 0. 3 0 ' 0.24 ' 0.25 ' 0.25 ' 0.25 ' 0.26 ' 0.28 ' 0.26 ' 0.24 ' 0. 3 1 ' 0. 3 4 ' 0. 3 5 ' 0. 3 5 ' 0.35 ' 0.36 ' 0.35 ' 0.34 ' 0.34 ' 0.35 ' 0.35 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 1 ' 0. 3 4 ' 0. 3 3 ' 0.33 ' 0.33 ' 0.33 ' 0.30 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 4 ' 0. 3 5 ' 0. 3 3 ' 0. 3 4 ' 0. 3 4 ' 0. 3 4 ' 0. 3 4 ' 0.33 ' 0.33 ' 0.34 ' 0.33 ' 0.33 ' 0.35 ' 0.33 ' 0.33 ' 0.33 ' 0.34 ' 0.33 ' 0.31 ' 0.28 ' 0.32 ' 0.21 ' 0.23 ' 0.25 ' 0.30 ' ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED AH E A D LA N E ON E ST O P 28.728.8 ST A = 1 0 + 0 0 . 0 0 ST A = 9 + 0 0 . 0 0 ST A = 1 1 + 0 0 . 0 0 ST A = 1 2 + 0 0 . 0 0 ST A = 1 3 + 0 0 . 0 0 ST A = 1 4 + 0 0 . 0 0 4 EQ. SPACES @ 20'5 EQ. SPACES @ 20' 8' 8' 13 ' 19 ' 5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20' 20' SE E GE N E R A L NO T E 1 28.5 28.1 28.228.328.428.6 28.0 27.627.727.827.9 28.1 27.5 27.127.2 27.327.4 27. 0 26.9 BOEING B RAMP LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE I PAVING LIMITS OF BID SCHEDULE G OVERLAY 28.2 6 ' 28.4 2 ' 28.5 2 ' 28.2 4 ' 28.4 0 ' 28.5 0 ' 28.1 5 ' 28.3 4 ' 28.4 5 ' 28.1 0 ' 28.3 0 ' 28.4 3 ' 28 . 0 7 ' 28 . 2 6 ' 28 . 3 8 ' 28 . 0 6 ' 28 . 2 5 ' 28 . 3 7 ' 28 . 0 2 ' 28 . 2 2 ' 28 . 3 4 ' 28 . 0 2 ' 28 . 2 1 ' 28 . 3 3 ' 28 . 0 4 ' 28 . 2 1 ' 28 . 3 2 ' 28 . 0 3 ' 28 . 2 2 ' 28 . 3 4 ' 28 . 0 3 ' 28 . 2 3 ' 28 . 3 6 ' 28 . 0 3 ' 28 . 2 6 ' 28 . 4 1 ' 28 . 0 2 ' 28 . 2 5 ' 28 . 3 9 ' 27 . 9 8 ' 28 . 2 1 ' 28 . 3 5 ' 27 . 9 4 ' 28 . 1 9 ' 28 . 3 5 ' 27 . 9 2 ' 28 . 1 9 ' 28 . 3 5 ' 27 . 9 0 ' 28 . 1 7 ' 28 . 3 3 ' 27 . 8 6 ' 28 . 1 2 ' 28 . 2 8 ' 27 . 8 1 ' 28 . 0 7 ' 28 . 2 3 ' 27 . 7 7 ' 28 . 0 3 ' 28 . 1 9 ' 27 . 7 2 ' 27 . 9 7 ' 28 . 1 3 ' 28.0 6 ' 28.0 5 ' 27.9 9 ' 27.9 3 ' 27 . 9 1 ' 27 . 9 0 ' 27 . 8 9 ' 27 . 8 8 ' 27 . 8 7 ' 27 . 8 5 ' 27 . 8 7 ' 27 . 8 7 ' 27 . 8 2 ' 27 . 7 6 ' 27 . 7 5 ' 27.7 2 ' 27 . 6 9 ' 27 . 6 7 ' 27 . 6 3 ' 27 . 5 7 ' 27 . 5 1 ' 27 . 6 6 ' 27 . 9 0 ' 28 . 0 4 ' 27 . 5 9 ' 27 . 8 1 ' 27 . 9 5 ' 27 . 5 2 ' 27 . 7 4 ' 27 . 8 7 ' 27.4 7 ' 27 . 6 6 ' 27 . 7 7 ' 27 . 4 3 ' 27 . 5 7 ' 27 . 6 6 ' 27 . 3 4 ' 27 . 4 6 ' 27 . 5 2 ' 27 . 2 5 ' 27 . 3 5 ' 27 . 4 1 ' 27.1 1 ' 27 . 2 1 ' 27 . 2 8 ' 26 . 7 3 ' 26 . 8 8 ' 26 . 9 9 ' 26.2 1 ' 26.5 0 ' 26.6 6 ' 27 . 4 9 ' 27.4 1 ' 27 . 3 2 ' 27 . 2 5 ' 27 . 2 0 ' 27 . 1 5 ' 27 . 0 7 ' 26 . 9 4 ' 26 . 6 5 ' 26.1 2 ' 28 . 5 3 ' 28 . 5 2 ' 28 . 5 2 ' 28 . 5 2 ' 28 . 5 4 ' 28 . 6 2 ' 28 . 5 6 ' 28 . 5 0 ' 28 . 4 5 ' 27.9 7 ' 27.9 7 ' 27.9 1 ' 27.8 5 ' 27 . 8 4 ' 27 . 8 4 ' 27 . 8 3 ' 27 . 8 2 ' 27 . 8 0 ' 27 . 7 6 ' 27 . 8 0 ' 27 . 8 0 ' 27 . 7 3 ' 27 . 6 6 ' 27 . 6 7 ' 27 . 6 3 ' 27 . 6 0 ' 27 . 5 8 ' 27 . 5 4 ' 27 . 4 9 ' 27 . 4 2 ' 27.4 1 ' 27 . 3 3 ' 27 . 2 3 ' 27 . 1 5 ' 27.1 1 ' 27 . 0 7 ' 26 . 9 9 ' 26 . 8 7 ' 26 . 6 5 ' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 9 _ C 2 . 5 O V E R L A Y S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN N APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 2 OF 5 WEST APRON C2.6 29 OF 71 MA T C H L I N E , S E E S H E E T C2 . 7 C2.6 1 SCALE: 1" = 20' MILLING PLAN C2.6 2 SCALE: 1" = 20' OVERLAY PLAN GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE J) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' 0 SCALE 1" = 20 40 20' MA T C H L I N E , S E E S H E E T C2 . 5 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.EXCEPT WHERE NOTED OTHERWISE, MILL AND OVERLAY ABUTTING TYPE 1 REHAB PAVING SHALL HAVE A MILL DEPTH OF 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. 4/14/2025 ST A = 1 6 + 0 0 . 0 0 ST A = 1 5 + 0 0 . 0 0 ST A = 1 7 + 0 0 . 0 0 ST A = 1 8 + 0 0 . 0 0 ST A = 1 9 + 0 0 . 0 0 ST A = 2 0 + 0 0 . 0 0 26.5 27. 0 26.4 26.626.726.826.9 26.0 25.9 26.126.226.326.4 25.8 25.926.5 26.3 26.4 26.0 25.8 25.9 26.0 25.6 25.7 25.8 25.9 4 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'6 EQ. SPACES @ 10' 10' 20' SE E GE N E R A L NO T E 1 8' 8' 13 ' 6' 8' 8' 13 ' 19 ' 8' 8' LANE HANGAR 500 PARCEL LANE HANGAR 500 PARCEL 540 RENTON HANGAR LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE I OVERLAY LIMITS OF BID SCHEDULE G OVERLAY 0. 1 9 ' 0. 2 4 ' 0. 3 1 ' 0.40 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.32 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.28 ' 0.25 ' 0.19 ' 0.24 ' 0.29 ' 0.33 ' 0. 3 0 ' 0. 3 0 ' 0. 3 3 ' 0. 3 1 ' 0. 3 3 ' 0. 3 3 ' 0. 3 7 ' 0. 3 5 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.43 ' 0.37 ' 0.35 ' 0.33 ' 0. 2 0 ' 0. 1 3 ' 0. 1 4 ' 0. 1 6 ' 0. 1 6 ' 0. 1 4 ' 0.14 ' 0.15 ' 0.15 ' 0.12 ' 0.28 ' 0.36 ' 0.15 ' 0.18 ' 0.21 ' 0.24 ' 0.29 ' 0.15 ' LIMITS OF BID SCHEDULE G OVERLAY ST A = 1 6 + 0 0 . 0 0 ST A = 1 5 + 0 0 . 0 0 ST A = 1 7 + 0 0 . 0 0 ST A = 1 8 + 0 0 . 0 0 ST A = 1 9 + 0 0 . 0 0 ST A = 2 0 + 0 0 . 0 0 26.5 27. 0 26.4 26.626.726.826.9 26.0 25.9 26.126.226.326.4 25.8 25.926.5 26.3 26.4 26.0 25.8 25.9 26.0 25.6 25.7 25.8 25.9 4 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'6 EQ. SPACES @ 10' 10' 20' SE E GE N E R A L NO T E 1 8' 8' 13 ' 6' 8' 8' 13 ' 19 ' 8' 8' LANE HANGAR 500 PARCEL LANE HANGAR 500 PARCEL 540 RENTON HANGAR LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE I OVERLAY LIMITS OF BID SCHEDULE G OVERLAY 26.2 1 ' 26.5 0 ' 26.6 6 ' 25.8 8 ' 26.2 5 ' 26.4 0 ' 25.7 5 ' 26.1 3 ' 26.2 9 ' 25.7 9 ' 26.1 3 ' 26.3 2 ' 25 . 9 0 ' 26 . 2 2 ' 26.3 9 ' 25 . 9 4 ' 26 . 2 5 ' 26 . 3 9 ' 25 . 9 9 ' 26 . 2 7 ' 26 . 4 0 ' 26 . 1 1 ' 26 . 3 3 ' 26 . 4 2 ' 26 . 1 2 ' 26 . 3 7 ' 26 . 4 8 ' 26 . 0 0 ' 26 . 3 0 ' 26 . 4 0 ' 25 . 7 7 ' 26 . 1 3 ' 26 . 2 6 ' 26.1 2 ' 25.6 6 ' 25.4 6 ' 25 . 5 6 ' 25 . 9 3 ' 26 . 1 3 ' 25 . 3 4 ' 25 . 7 6 ' 26 . 0 0 ' 25 . 1 9 ' 25 . 6 1 ' 25 . 8 6 ' 25 . 1 0 ' 25 . 5 0 ' 25 . 7 8 ' 25 . 1 3 ' 25 . 5 0 ' 25 . 7 5 ' 25 . 2 4 ' 25 . 5 7 ' 25 . 3 1 ' 25 . 6 4 ' 25 . 3 2 ' 25 . 7 0 ' 25 . 3 7 ' 25 . 7 6 ' 25 . 4 1 ' 25 . 8 4 ' 25 . 4 5 ' 25 . 8 8 ' 25 . 4 9 ' 25 . 9 2 ' 25 . 5 3 ' 25 . 9 7 ' 25 . 5 9 ' 26 . 0 0 ' 25 . 6 4 ' 26 . 0 0 ' 26 . 0 0 ' 25 . 9 9 ' 26 . 0 5 ' 25 . 9 8 ' 26 . 0 6 ' 25 . 9 6 ' 26 . 0 9 ' 25 . 9 6 ' 26 . 0 3 ' 25 . 9 7 ' 25 . 9 8 ' 25 . 9 7 ' 25 . 9 3 ' 25 . 9 6 ' 25.9 4 ' 25 . 1 1 ' 25 . 0 6 ' 25 . 0 0 ' 25 . 1 1 ' 25 . 2 8 ' 25 . 4 5 ' 25 . 6 5 ' 25 . 8 6 ' 26 . 0 1 ' 25 . 9 7 ' 25 . 8 5 ' 25 . 7 9 ' 25 . 7 6 ' 25 . 1 6 ' 25 . 2 1 ' 25 . 2 6 ' 25 . 3 0 ' 25 . 9 7 ' 26 . 0 4 ' 26 . 0 5 ' 26 . 0 9 ' 26 . 1 3 ' 26 . 1 5 ' 26 . 1 6 ' 26 . 1 8 ' 26 . 1 9 ' 26 . 2 0 ' 26 . 0 7 ' 25 . 8 9 ' 26 . 1 0 ' 26 . 0 4 ' 25 . 9 9 ' 25 . 9 4 ' 25 . 8 8 ' 26 . 1 3 ' LIMITS OF BID SCHEDULE G OVERLAY SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 9 _ C 2 . 5 O V E R L A Y S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN N APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 3 OF 5 WEST APRON C2.7 30 OF 71 MA T C H L I N E , S E E S H E E T C2 . 8 C2.7 1 SCALE: 1" = 20' MILLING PLAN C2.7 2 SCALE: 1" = 20' OVERLAY PLAN MA T C H L I N E , S E E S H E E T C2 . 6 GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE J) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' 0 SCALE 1" = 20 40 20' 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.EXCEPT WHERE NOTED OTHERWISE, MILL AND OVERLAY ABUTTING TYPE 1 REHAB PAVING SHALL HAVE A MILL DEPTH OF 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. 6. EXISTING FLOW LINES ALONG THE EASTERN FACE OF HANGAR BUILDINGS ARE SHALLOW. CONTRACTOR SHALL TAKE EXTREME PRECAUTION TO GRADE TO SPOT ELEVATIONS PROVIDED AND ENSURE PAVEMENT SURFACE DRAINS. SEE GENERAL NOTE 5 SEE GENERAL NOTE 6 GENERAL NOTES CONT. 4/14/2025 AH E A D LA N E ON E AH E A D LA N E ON E ST O P 21+00 22+00 23+00 24+00 25+00 26+00 ST A = 2 0 + 5 0 . 0 0 25.5 25.1 25.2 25.3 25.4 25.6 25.5 25.1 25.2 25.3 25.4 25.6 20'9 EQ. SPACES @ 20' 16 ' LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE G OVERLAY 0. 3 2 ' 0. 3 1 ' 0. 2 9 ' 0. 2 7 ' 0. 2 3 ' 0. 1 9 ' 0. 1 7 ' 0. 1 3 ' 0. 1 5 ' 0. 1 8 ' 0. 2 5 ' 0. 3 3 ' 0. 3 2 ' 0.33 ' 0. 3 3 ' 0.33 ' 0. 3 2 ' 12 . 5 ' 12 . 5 ' 8. 0 ' 12 . 5 ' 12 . 5 ' LIMITS OF BID SCHEDULE G OVERLAY AH E A D LA N E ON E AH E A D LA N E ON E ST O P 21+00 22+00 23+00 24+00 25+00 26+00 ST A = 2 0 + 5 0 . 0 0 25.5 25.1 25.2 25.3 25.4 25.6 25.5 25.1 25.2 25.3 25.4 25.6 20'20'9 EQ. SPACES @ 20' 16 ' LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE H OVERLAY LIMITS OF BID SCHEDULE G OVERLAY 25.9 6 ' 25.9 4 ' 25.9 1 ' 25.8 9 ' 25.8 7 ' 25 . 8 7 ' 25 . 8 8 ' 25 . 8 9 ' 25 . 9 0 ' 25 . 8 9 ' 25 . 8 7 ' 25 . 8 5 ' 25.8 9 ' 25 . 6 7 ' 25 . 0 2 ' 25 . 3 3 ' 25 . 5 9 ' 25 . 4 6 ' 25 . 1 8 ' 12 . 5 ' 12 . 5 ' 8. 0 ' 12 . 5 ' 12 . 5 ' LIMITS OF BID SCHEDULE G OVERLAY SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 1 9 _ C 2 . 5 O V E R L A Y S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN N APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 4 OF 5 WEST APRON C2.8 31 OF 71 C2.8 1 SCALE: 1" = 20' MILLING PLAN C2.8 2 SCALE: 1" = 20' OVERLAY PLAN MA T C H L I N E , S E E S H E E T C2 . 7 GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE J) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' 0 SCALE 1" = 20 40 20' 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.EXCEPT WHERE NOTED OTHERWISE, MILL AND OVERLAY ABUTTING TYPE 1 REHAB PAVING SHALL HAVE A MILL DEPTH OF 4 INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. 4/14/2025 SD SD SD SD SD UD U D UD UD UD UD UD UD UD UD UD UD ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED 29.0 28.728.828.929.129.2 7+00 8+00 9+00 0. 1 0 " 0. 0 8 " 0. 1 1 " 0. 0 8 " 0. 0 8 " 0. 1 2 " 0. 1 4 " 0. 1 8 " 0. 3 1 " 0. 2 0 " 0. 2 6 " 0. 1 2 " 0. 2 2 " 0. 2 8 " 0. 2 7 " 0. 2 3 " 0. 1 8 " 0. 2 2 " 0. 0 8 " 0. 0 8 " 0. 1 7 " 0. 0 8 " 0. 0 8 " 0. 1 0 " 0. 1 3 " 0. 1 2 " 0. 1 0 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 0. 0 8 " 15 ' 19 ' TW A1-A-A7 STA=6+96.06 OFF=33.00'R TW A1-A-A7 STA=9+25.07 OFF=33.00'R 0. 1 0 " 7 EQ. SPACES @ 25' ST A = 8 + 0 0 . 0 0 ST A = 8 + 5 0 . 0 0 ST A = 9 + 0 0 . 0 0 ST A = 7 + 5 0 . 0 0 GRADE BREAK LINE SE E GE N E R A L NO T E 1 SE E GE N E R A L NO T E 3 TAXIWAY A RUNWAY 16-34 0. 0 8 " 0. 1 0 " SD SD SD SD SD UD U D UD UD UD UD UD UD UD UD UD UD ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED 29.0 28.728.828.929.129.2 7+00 8+00 9+00 2 9 . 4 4 ' 2 9 . 3 9 ' 2 9 . 3 3 ' 2 9 . 2 5 ' 2 9 . 2 1 ' 2 9 . 1 4 ' 2 8 . 9 2 ' 2 8 . 7 0 ' 2 8 . 5 1 ' 2 8 . 3 6 ' 2 9 . 2 0 ' 2 9 . 0 1 ' 2 8 . 8 1 ' 2 9 . 1 3 ' 2 8 . 9 6 ' 2 8 . 9 1 ' 2 9 . 0 7 ' 2 9 . 0 1 ' 2 8 . 8 2 ' 2 8 . 9 8 ' 2 8 . 7 9 ' 2 9 . 0 5 ' 2 8 . 9 5 ' 2 8 . 7 5 ' 2 8 . 8 4 ' 2 8 . 6 3 ' 2 8 . 5 6 ' 2 8 . 3 6 ' 2 8 . 4 2 ' 2 8 . 2 0 ' 2 8 . 2 5 ' 2 8 . 4 8 ' 2 8 . 3 0 ' 2 8 . 7 0 ' 2 8 . 9 3 ' 2 9 . 1 5 ' 2 8 . 8 8 ' 2 8 . 6 2 ' 2 8 . 7 4 ' 2 8 . 7 8 ' 15 ' 19 ' TW A1-A-A7 STA=6+96.06 OFF=33.00'R TW A1-A-A7 STA=9+25.07 OFF=33.00'R 7 EQ. SPACES @ 25' ST A = 8 + 0 0 . 0 0 ST A = 8 + 5 0 . 0 0 ST A = 9 + 0 0 . 0 0 ST A = 7 + 5 0 . 0 0 GRADE BREAK LINE SE E GE N E R A L NO T E 1 SE E GE N E R A L NO T E 3 TAXIWAY A RUNWAY 16-34 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 0 _ C 2 . 9 C O N N E C T O R O V E R L A Y S E R I E S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN N APRIL 2025 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 5 OF 5 SOUTH BYPASS APRON C2.9 32 OF 71 C2.9 1 SCALE: 1" = 20' MILLING PLAN C2.9 2 SCALE: 1" = 20' OVERLAY PLAN GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE J) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' 0 SCALE 1" = 20 40 20' 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. GENERAL NOTES CONT. 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 2-INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.REFER TO SHEETS C2.5 TO C2.8 FOR MILL AND GRADE CONTROL OF WEST APRON AREAS.PROPOSED GRADE BREAK NOT ALIGNED WITH GRID LAYOUT 4/14/2025 TW A1-A-A7_PH2 SECTION @ 2+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 3+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 3+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 4+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 4+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 5+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 5+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 6+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 6+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R EG : 3 1 . 3 8 FG : EG : 3 1 . 3 5 FG : EG : 3 1 . 3 3 FG : 3 0 . 8 9 EG : 3 0 . 9 1 FG : 2 9 . 9 7 EG : 3 1 . 8 4 FG : 3 0 . 3 4 EG : 3 1 . 7 3 FG : 3 0 . 6 5 EG : 3 1 . 6 1 FG : 3 0 . 5 6 EG : 3 1 . 4 2 FG : 3 0 . 3 5 EG : 3 1 . 2 1 FG : 3 0 . 1 5 EG : 3 0 . 5 7 FG : 3 0 . 1 5 EG : 3 0 . 1 0 FG : EG : 2 9 . 9 0 FG : EG : 2 9 . 6 1 FG : EG : 3 1 . 1 2 FG : EG : 3 1 . 2 4 FG : EG : 3 0 . 8 8 FG : 3 0 . 3 4 EG : 3 1 . 3 0 FG : 3 0 . 2 7 EG : 3 1 . 3 2 FG : 3 0 . 6 6 EG : 3 1 . 2 9 FG : 3 0 . 7 5 EG : 3 1 . 1 8 FG : 3 0 . 4 4 EG : 3 1 . 1 3 FG : 3 0 . 1 3 EG : 3 1 . 0 8 FG : 2 9 . 8 2 EG : 3 0 . 2 7 FG : 2 9 . 6 3 EG : 2 9 . 8 8 FG : EG : 2 9 . 7 4 FG : EG : 2 9 . 5 5 FG : EG : 3 0 . 4 7 FG : EG : 3 0 . 5 6 FG : 3 0 . 4 8 EG : 3 0 . 6 8 FG : 3 0 . 6 8 EG : 3 0 . 7 8 FG : 3 0 . 8 8 EG : 3 0 . 8 8 FG : 3 1 . 0 7 EG : 3 0 . 7 9 FG : 3 0 . 7 5 EG : 3 0 . 6 6 FG : 3 0 . 4 4 EG : 3 0 . 7 2 FG : 3 0 . 1 3 EG : 3 0 . 7 5 FG : 2 9 . 8 2 EG : 3 0 . 1 2 FG : 2 9 . 4 7 EG : 2 9 . 7 2 FG : 2 9 . 5 5 EG : 2 9 . 6 0 FG : EG : 2 9 . 5 4 FG : EG : 2 9 . 0 3 FG : EG : 2 9 . 2 3 FG : EG : 2 9 . 7 0 FG : EG : 2 9 . 9 5 FG : 2 9 . 9 5 EG : 3 0 . 2 5 FG : 3 0 . 2 9 EG : 3 0 . 3 8 FG : 3 0 . 6 3 EG : 3 0 . 4 1 FG : 3 0 . 4 3 EG : 3 0 . 3 5 FG : 3 0 . 1 2 EG : 3 0 . 3 7 FG : 2 9 . 8 1 EG : 2 9 . 8 3 FG : 2 9 . 4 5 EG : 2 9 . 8 0 FG : 2 9 . 0 9 EG : 2 9 . 4 6 FG : EG : 2 9 . 5 3 FG : EG : FG : EG : FG : EG : FG : EG : 2 9 . 3 7 FG : 2 9 . 3 6 EG : 2 9 . 7 4 FG : 2 9 . 7 2 EG : 2 9 . 9 7 FG : 3 0 . 1 1 EG : 3 0 . 1 3 FG : 3 0 . 3 3 EG : 3 0 . 2 7 FG : 3 0 . 0 1 EG : 3 0 . 0 6 FG : 2 9 . 7 0 EG : 2 9 . 3 8 FG : 2 9 . 3 8 EG : 2 9 . 3 9 FG : 2 9 . 1 0 EG : 2 9 . 3 1 FG : EG : 2 9 . 4 4 FG : EG : FG : EG : FG : EG : FG : EG : 2 9 . 1 8 FG : 2 9 . 2 0 EG : 2 9 . 4 7 FG : 2 9 . 4 9 EG : 2 9 . 7 9 FG : 2 9 . 8 0 EG : 2 9 . 9 7 FG : 3 0 . 1 1 EG : 3 0 . 0 7 FG : 2 9 . 7 9 EG : 2 9 . 8 8 FG : 2 9 . 4 8 EG : 2 9 . 3 5 FG : 2 9 . 1 5 EG : 2 9 . 0 4 FG : EG : 2 9 . 1 9 FG : EG : 2 9 . 3 6 FG : EG : FG : EG : FG : EG : FG : EG : 2 8 . 9 6 FG : 2 8 . 9 7 EG : 2 9 . 2 5 FG : 2 9 . 2 7 EG : 2 9 . 5 7 FG : 2 9 . 5 8 EG : 2 9 . 7 4 FG : 2 9 . 8 6 EG : 2 9 . 8 5 FG : 2 9 . 7 9 EG : 2 9 . 6 7 FG : 2 9 . 4 8 EG : 2 8 . 8 7 FG : EG : 2 8 . 7 2 FG : EG : 2 8 . 7 8 FG : EG : 2 8 . 9 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 8 . 7 3 FG : 2 8 . 7 5 EG : 2 9 . 0 5 FG : 2 9 . 0 5 EG : 2 9 . 3 5 FG : 2 9 . 3 5 EG : 2 9 . 5 4 FG : 2 9 . 6 2 EG : 2 9 . 6 6 FG : 2 9 . 7 8 EG : 2 9 . 5 0 FG : 2 9 . 4 6 EG : 2 8 . 7 6 FG : EG : 2 8 . 3 8 FG : EG : 2 8 . 4 8 FG : EG : 2 8 . 7 0 FG : EG : FG : EG : FG : EG : FG : EG : 2 8 . 5 2 FG : 2 8 . 5 4 EG : 2 8 . 8 5 FG : 2 8 . 8 4 EG : 2 9 . 1 3 FG : 2 9 . 1 4 EG : 2 9 . 3 5 FG : 2 9 . 4 2 EG : 2 9 . 4 4 FG : 2 9 . 5 8 EG : 2 9 . 3 7 FG : 2 9 . 2 7 EG : 2 8 . 4 8 FG : EG : 2 8 . 1 0 FG : EG : 2 8 . 2 9 FG : EG : 2 8 . 4 3 FG : CL E L = 3 0 . 5 6 ' EL = 3 0 . 7 2 ' OF F = 1 9 . 2 2 ' L EL = 3 0 . 1 0 ' OF F = 5 5 . 5 8 ' R EL = 3 0 . 2 7 ' OF F = 5 5 . 6 8 ' L -0.84%-1.25% CL E L = 3 0 . 4 4 ' EL = 3 0 . 8 9 ' OF F = 3 5 . 7 2 ' L EL = 2 9 . 7 7 ' OF F = 5 3 . 8 9 ' R EL = 3 0 . 2 7 ' OF F = 7 5 . 3 4 ' L -1.25%-1.56% CL E L = 3 0 . 4 4 ' EL = 3 1 . 0 7 ' OF F = 5 0 . 6 2 ' L EL = 2 9 . 7 2 ' OF F = 5 7 . 4 2 ' R EL = 3 0 . 4 8 ' OF F = 1 2 5 . 2 8 ' L EL = 3 0 . 5 5 ' OF F = 1 3 5 . 8 0 ' L -1.25% -0.80%0.69% SC H G CL E L = 3 0 . 4 3 ' EL = 3 0 . 6 9 ' OF F = 2 0 . 6 9 ' L EL = 2 9 . 7 2 ' OF F = 5 6 . 9 5 ' R EL = 2 9 . 9 6 ' OF F = 7 3 . 7 4 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25%-1.39% SC H G SC H H CL E L = 3 0 . 3 3 ' EL = 3 0 . 4 2 ' OF F = 7 . 2 8 ' L EL = 2 9 . 6 9 ' OF F = 5 1 . 2 1 ' R EL = 2 9 . 8 2 ' OF F = 4 2 . 3 7 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25%-1.71% SC H G SCH H SC H I CL E L = 3 0 . 1 1 ' EL = 2 9 . 4 5 ' OF F = 5 2 . 5 0 ' R EL = 2 9 . 7 0 ' OF F = 3 3 . 0 1 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25%-1.23% SC H G SCH H SCH I SC H J SC H J CL E L = 2 9 . 8 6 ' EL = 2 9 . 9 8 ' OF F = 9 . 8 4 ' R EL = 2 9 . 4 4 ' OF F = 5 2 . 5 0 ' R EL = 2 9 . 4 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25%-1.15% SC H G SCH H SCH I SC H J SC H J CL E L = 2 9 . 6 2 ' EL = 2 9 . 8 4 ' OF F = 2 0 . 0 0 ' R EL = 2 9 . 4 3 ' OF F = 5 2 . 5 0 ' R EL = 2 9 . 2 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25%-1.09% SC H G SCH H SCH I SC H J SC H J CL E L = 2 9 . 4 2 ' EL = 2 9 . 6 4 ' OF F = 2 0 . 0 0 ' R EL = 2 9 . 2 4 ' OF F = 5 2 . 5 0 ' R EL = 2 9 . 0 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25%-1.13% SC H G SCH H SCH I SC H J SC H J SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 1 _ C 2 . 1 0 G R A D I N G S E C T I O N S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A & A1 GRADING SECTIONS C2.10 33 OF 71 4/14/2025 TW A1-A-A7_PH2 SECTION @ 7+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 7+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 8+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 8+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 9+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 9+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 10+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 10+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 11+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R EG : FG : EG : FG : EG : FG : EG : 2 8 . 3 0 FG : 2 8 . 3 3 EG : 2 8 . 6 2 FG : 2 8 . 6 2 EG : 2 8 . 9 3 FG : 2 8 . 9 4 EG : 2 9 . 1 1 FG : 2 9 . 3 1 EG : 2 9 . 2 6 FG : 2 9 . 5 4 EG : 2 9 . 1 6 FG : 2 9 . 2 2 EG : 2 8 . 7 8 FG : 2 8 . 9 1 EG : 2 8 . 1 4 FG : EG : 2 7 . 8 9 FG : EG : 2 8 . 1 3 FG : EG : FG : EG : FG : EG : FG : EG : 2 8 . 2 0 FG : 2 8 . 2 2 EG : 2 8 . 5 1 FG : 2 8 . 5 1 EG : 2 8 . 8 3 FG : 2 8 . 8 3 EG : 2 8 . 9 8 FG : 2 9 . 2 0 EG : 2 9 . 1 4 FG : 2 9 . 4 3 EG : 2 9 . 0 6 FG : 2 9 . 1 0 EG : 2 8 . 6 9 FG : 2 8 . 8 2 EG : 2 8 . 0 0 FG : EG : 2 7 . 7 3 FG : EG : 2 7 . 8 8 FG : EG : FG : EG : FG : EG : FG : EG : 2 8 . 1 5 FG : 2 8 . 1 5 EG : 2 8 . 4 4 FG : 2 8 . 4 4 EG : 2 8 . 7 6 FG : 2 8 . 7 5 EG : 2 8 . 8 9 FG : 2 9 . 0 9 EG : 2 8 . 9 8 FG : 2 9 . 3 0 EG : 2 9 . 0 3 FG : 2 9 . 0 1 EG : 2 8 . 8 4 FG : 2 8 . 8 4 EG : 2 8 . 0 9 FG : EG : 2 7 . 7 7 FG : EG : 2 7 . 8 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 8 . 0 9 FG : 2 8 . 0 9 EG : 2 8 . 3 4 FG : 2 8 . 3 6 EG : 2 8 . 6 4 FG : 2 8 . 6 7 EG : 2 8 . 7 4 FG : 2 8 . 9 8 EG : 2 8 . 7 7 FG : 2 9 . 0 0 EG : 2 8 . 8 7 FG : 2 8 . 7 7 EG : 2 8 . 8 9 FG : 2 8 . 8 9 EG : 2 8 . 5 4 FG : EG : 2 8 . 4 9 FG : EG : 2 8 . 4 2 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 9 5 FG : 2 7 . 9 6 EG : 2 8 . 1 6 FG : 2 8 . 2 5 EG : 2 8 . 5 3 FG : 2 8 . 6 3 EG : 2 8 . 4 6 FG : 2 8 . 8 4 EG : 2 8 . 3 7 FG : 2 8 . 5 9 EG : 2 8 . 4 1 FG : 2 8 . 3 8 EG : 2 8 . 4 4 FG : 2 8 . 4 5 EG : 2 8 . 1 3 FG : EG : 2 8 . 1 3 FG : EG : 2 8 . 1 9 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 9 3 FG : 2 7 . 9 3 EG : 2 8 . 1 1 FG : 2 8 . 2 0 EG : 2 8 . 4 6 FG : 2 8 . 6 1 EG : 2 8 . 2 5 FG : 2 8 . 5 3 EG : 2 7 . 9 8 FG : 2 8 . 2 3 EG : 2 7 . 0 4 FG : EG : 2 6 . 9 4 FG : EG : 2 7 . 1 0 FG : EG : 2 7 . 4 3 FG : EG : 2 7 . 5 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 9 1 FG : 2 7 . 9 1 EG : 2 8 . 1 4 FG : 2 8 . 2 1 EG : 2 8 . 4 7 FG : 2 8 . 6 0 EG : 2 8 . 2 1 FG : 2 8 . 2 2 EG : 2 7 . 8 5 FG : 2 7 . 8 5 EG : 2 6 . 9 2 FG : EG : 2 6 . 4 7 FG : EG : 2 6 . 3 7 FG : EG : 2 6 . 5 2 FG : EG : 2 6 . 7 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 8 5 FG : 2 7 . 9 2 EG : 2 8 . 2 6 FG : 2 8 . 2 6 EG : 2 8 . 3 7 FG : 2 8 . 4 1 EG : 2 8 . 1 5 FG : 2 8 . 0 2 EG : 2 7 . 7 4 FG : 2 7 . 7 0 EG : 2 6 . 7 2 FG : EG : 2 6 . 0 2 FG : EG : 2 6 . 0 9 FG : EG : 2 6 . 2 1 FG : EG : 2 6 . 3 8 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 7 6 FG : 2 7 . 8 1 EG : 2 8 . 1 9 FG : 2 8 . 1 7 EG : 2 8 . 3 7 FG : 2 8 . 3 0 EG : 2 8 . 0 9 FG : 2 7 . 9 3 EG : 2 7 . 7 0 FG : 2 7 . 6 2 EG : 2 6 . 6 6 FG : EG : 2 5 . 8 0 FG : EG : 2 6 . 0 8 FG : EG : 2 6 . 0 8 FG : EG : 2 6 . 1 0 FG : CL E L = 2 9 . 3 1 ' EL = 2 9 . 6 0 ' OF F = 2 0 . 0 0 ' R EL = 2 9 . 4 4 ' OF F = 3 3 . 0 0 ' R EL = 2 8 . 8 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 9 . 1 9 ' OF F = 5 2 . 0 0 ' R EL = 2 8 . 8 1 ' OF F = 8 3 . 0 1 ' R -1.25% -1.45%-1.29%-1.23% SC H G SCH H SCH I SC H J SC H J CL E L = 2 9 . 2 0 ' EL = 2 9 . 4 9 ' OF F = 2 0 . 0 0 ' R EL = 2 9 . 3 3 ' OF F = 3 3 . 0 0 ' R EL = 2 8 . 7 1 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 9 . 0 7 ' OF F = 5 2 . 0 0 ' R EL = 2 8 . 7 4 ' OF F = 8 2 . 6 6 ' R -1.25% -1.48%-1.35%-1.10% SC H G SCH H SCH I SC H J SC H J CL E L = 2 9 . 0 9 ' EL = 2 9 . 3 5 ' OF F = 2 0 . 0 0 ' R EL = 2 9 . 2 1 ' OF F = 3 3 . 0 0 ' R EL = 2 8 . 6 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 8 . 9 8 ' OF F = 5 2 . 0 0 ' R EL = 2 8 . 7 8 ' OF F = 6 7 . 2 4 ' R EL = 2 8 . 8 8 ' OF F = 8 2 . 3 5 ' R -1.12% -1.34%-1.20%-1.29%0.66% SC H G SCH H SCH I SC H J SC H J CL E L = 2 8 . 9 8 ' EL = 2 9 . 1 3 ' OF F = 1 2 . 2 8 ' R EL = 2 8 . 9 2 ' OF F = 3 3 . 0 0 ' R EL = 2 8 . 5 7 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 8 . 7 5 ' OF F = 5 2 . 0 0 ' R EL = 2 8 . 9 3 ' OF F = 8 1 . 6 0 ' R -1.00%-1.24%-0.89%0.59% SC H G SCH H SCH I SC H J SC H J CL E L = 2 8 . 8 4 ' EL = 2 8 . 8 6 ' OF F = 1 . 6 7 ' L EL = 2 8 . 5 1 ' OF F = 3 3 . 0 0 ' R EL = 2 8 . 5 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 8 . 3 6 ' OF F = 5 2 . 0 0 ' R EL = 2 8 . 4 8 ' OF F = 8 1 . 5 3 ' R -1.00%-0.99%-0.80%0.40% SC H G SCH H SCH I SC H J SC H J CL E L = 2 8 . 5 3 ' EL = 2 8 . 7 2 ' OF F = 1 5 . 1 4 ' L EL = 2 8 . 2 3 ' OF F = 2 5 . 0 0 ' R EL = 2 8 . 5 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.22%-1.09% SC H G SCH H SCH I SC H J SC H J CL E L = 2 8 . 2 2 ' EL = 2 8 . 6 5 ' OF F = 2 8 . 6 2 ' L EL = 2 7 . 8 5 ' OF F = 2 5 . 0 0 ' R EL = 2 8 . 5 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.50%-2.52% SC H G SCH H SCH I SC H J SC H J CL E L = 2 8 . 0 2 ' EL = 2 7 . 7 0 ' OF F = 2 5 . 0 0 ' R EL = 2 8 . 5 3 ' OF F = 3 3 . 0 0 ' L -1.25% 1.57% SC H G SCH H SCH I SC H J SC H J CL E L = 2 7 . 9 3 ' EL = 2 7 . 6 2 ' OF F = 2 5 . 0 0 ' R EL = 2 8 . 4 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.48% SC H G SCH H SCH I SC H J SC H J SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 1 _ C 2 . 1 0 G R A D I N G S E C T I O N S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.11 34 OF 71 4/14/2025 TW A1-A-A7_PH2 SECTION @ 11+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 12+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 12+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 13+00 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 13+50 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 14+00 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 14+50 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 15+00 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 15+50 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' OFFSET ELEVATIONS 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R EG : FG : EG : FG : EG : FG : EG : 2 7 . 6 9 FG : 2 7 . 7 4 EG : 2 8 . 1 5 FG : 2 8 . 1 2 EG : 2 8 . 3 0 FG : 2 8 . 2 4 EG : 2 8 . 0 3 FG : 2 7 . 8 5 EG : 2 7 . 5 4 FG : 2 7 . 5 4 EG : 2 6 . 6 2 FG : EG : 2 6 . 1 2 FG : EG : 2 5 . 9 7 FG : EG : 2 5 . 9 0 FG : EG : 2 5 . 9 4 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 5 8 FG : 2 7 . 6 4 EG : 2 8 . 0 1 FG : 2 8 . 0 1 EG : 2 8 . 2 3 FG : 2 8 . 1 4 EG : 2 7 . 9 7 FG : 2 7 . 7 7 EG : 2 7 . 5 2 FG : 2 7 . 4 5 EG : 2 6 . 5 7 FG : EG : 2 5 . 5 2 FG : EG : 2 5 . 4 2 FG : EG : 2 5 . 5 7 FG : EG : 2 5 . 7 3 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 4 5 FG : 2 7 . 5 1 EG : 2 7 . 8 5 FG : 2 7 . 8 4 EG : 2 7 . 9 8 FG : 2 7 . 9 5 EG : 2 7 . 7 7 FG : 2 7 . 6 5 EG : 2 7 . 3 7 FG : 2 7 . 3 4 EG : 2 6 . 4 7 FG : EG : 2 5 . 0 0 FG : EG : 2 5 . 1 2 FG : EG : 2 5 . 2 7 FG : EG : 2 5 . 5 2 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 3 0 FG : 2 7 . 3 2 EG : 2 7 . 6 4 FG : 2 7 . 6 5 EG : 2 7 . 7 8 FG : 2 7 . 7 5 EG : 2 7 . 5 8 FG : 2 7 . 5 0 EG : 2 7 . 1 7 FG : 2 7 . 2 4 EG : 2 6 . 3 5 FG : EG : 2 5 . 4 4 FG : EG : 2 4 . 9 8 FG : EG : 2 5 . 2 0 FG : EG : 2 5 . 3 0 FG : EG : FG : EG : FG : EG : FG : EG : 2 7 . 1 7 FG : 2 7 . 1 7 EG : 2 7 . 3 8 FG : 2 7 . 3 9 EG : 2 7 . 5 8 FG : 2 7 . 5 8 EG : 2 7 . 3 3 FG : 2 7 . 3 0 EG : 2 6 . 9 7 FG : 2 7 . 0 2 EG : 2 6 . 0 8 FG : EG : 2 4 . 8 5 FG : EG : 2 4 . 5 8 FG : EG : 2 4 . 8 8 FG : EG : 2 5 . 0 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 6 . 5 9 FG : 2 6 . 6 7 EG : 2 6 . 8 8 FG : 2 6 . 8 7 EG : 2 7 . 1 8 FG : 2 7 . 2 3 EG : 2 6 . 9 2 FG : 2 6 . 9 5 EG : 2 6 . 5 7 FG : 2 6 . 6 6 EG : 2 5 . 4 8 FG : EG : 2 4 . 2 6 FG : EG : 2 4 . 5 4 FG : EG : 2 4 . 7 1 FG : EG : 2 4 . 8 6 FG : EG : FG : EG : 2 5 . 5 6 FG : EG : 2 5 . 4 6 FG : EG : 2 5 . 4 9 FG : 2 5 . 6 3 EG : 2 6 . 1 4 FG : 2 6 . 1 6 EG : 2 6 . 6 6 FG : 2 6 . 7 8 EG : 2 6 . 5 4 FG : 2 6 . 5 5 EG : 2 6 . 2 1 FG : 2 6 . 3 3 EG : 2 5 . 3 5 FG : EG : 2 4 . 6 6 FG : EG : 2 4 . 4 1 FG : EG : 2 4 . 5 6 FG : EG : 2 4 . 6 3 FG : EG : FG : EG : FG : EG : 2 5 . 5 1 FG : EG : 2 5 . 7 0 FG : EG : 2 6 . 2 0 FG : 2 6 . 2 0 EG : 2 6 . 5 8 FG : 2 6 . 5 9 EG : 2 6 . 3 5 FG : 2 6 . 3 2 EG : 2 6 . 0 0 FG : 2 6 . 0 6 EG : 2 5 . 0 9 FG : EG : 2 4 . 7 8 FG : EG : 2 4 . 5 5 FG : EG : 2 4 . 7 5 FG : EG : 2 4 . 8 4 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 9 1 FG : EG : 2 6 . 2 7 FG : 2 6 . 2 8 EG : 2 6 . 5 3 FG : 2 6 . 6 0 EG : 2 6 . 2 4 FG : 2 6 . 2 6 EG : 2 5 . 9 0 FG : 2 5 . 9 3 EG : 2 4 . 8 6 FG : EG : 2 4 . 4 0 FG : EG : 2 4 . 5 0 FG : EG : 2 4 . 5 7 FG : EG : 2 4 . 7 7 FG : CL E L = 2 7 . 8 5 ' EL = 2 7 . 5 4 ' OF F = 2 5 . 0 0 ' R EL = 2 8 . 3 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.55% SC H G SCH H SCH I SC H J SC H J CL E L = 2 7 . 7 7 ' EL = 2 7 . 4 5 ' OF F = 2 5 . 0 0 ' R EL = 2 8 . 2 7 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.51% SC H G SCH H SCH I SC H J SC H J CL E L = 2 7 . 6 5 ' EL = 2 7 . 3 4 ' OF F = 2 5 . 0 0 ' R EL = 2 8 . 0 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.18% SC H G SCH H SCH I SC H J SC H J CL E L = 2 7 . 5 0 ' EL = 2 7 . 2 4 ' OF F = 2 5 . 0 0 ' R EL = 2 7 . 8 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.05% 1.03% SC H G SCH H SCH I SC H J SC H J CL E L = 2 7 . 3 0 ' EL = 2 7 . 5 8 ' OF F = 2 5 . 0 0 ' L EL = 2 7 . 0 2 ' OF F = 2 5 . 0 0 ' R EL = 2 7 . 5 1 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.11%-0.84% SC H G SCH H SCH I SC H J SC H J CL E L = 2 6 . 9 5 ' EL = 2 7 . 2 3 ' OF F = 2 5 . 0 0 ' L EL = 2 6 . 6 6 ' OF F = 2 5 . 0 0 ' R EL = 2 7 . 1 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.12%-1.61% SC H G SCH H SCH I SC H J SC H J CL E L = 2 6 . 5 5 ' EL = 2 6 . 7 8 ' OF F = 2 5 . 0 0 ' L EL = 2 6 . 3 3 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 4 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -0.90%-3.64% SC H G SCH H SCH I CL E L = 2 6 . 3 2 ' EL = 2 6 . 5 9 ' OF F = 2 5 . 0 0 ' L EL = 2 6 . 0 6 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 5 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.05%-1.07% SC H G SCH H SC H I CL E L = 2 6 . 2 6 ' EL = 2 6 . 6 0 ' OF F = 2 5 . 0 0 ' L EL = 2 5 . 9 3 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 4 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.35%-1.44% SC H G SCH H SC H I SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 1 _ C 2 . 1 0 G R A D I N G S E C T I O N S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.12 35 OF 71 4/14/2025 TW A1-A-A7_PH2 SECTION @ 16+00 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 16+50 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 17+00 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 17+50 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 18+00 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 18+50 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 19+00 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 19+50 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 20+00 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' OFFSET ELEVATIONS 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R EG : FG : EG : FG : EG : 2 5 . 6 5 FG : EG : 2 5 . 8 7 FG : EG : 2 6 . 2 8 FG : 2 6 . 2 7 EG : 2 6 . 4 1 FG : 2 6 . 5 5 EG : 2 6 . 0 9 FG : 2 6 . 2 1 EG : 2 5 . 7 4 FG : 2 5 . 8 7 EG : 2 4 . 7 0 FG : EG : 2 4 . 2 6 FG : EG : 2 4 . 2 9 FG : EG : 2 4 . 3 8 FG : EG : 2 4 . 8 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 6 0 FG : EG : 2 5 . 8 1 FG : 2 5 . 8 2 EG : 2 6 . 1 6 FG : 2 6 . 2 5 EG : 2 5 . 9 1 FG : 2 5 . 9 5 EG : 2 5 . 5 8 FG : 2 5 . 6 6 EG : 2 4 . 3 5 FG : EG : 2 4 . 1 6 FG : EG : 2 4 . 7 7 FG : EG : 2 5 . 1 4 FG : 2 4 . 7 5 EG : 2 5 . 5 1 FG : 2 5 . 0 6 EG : FG : EG : FG : EG : 2 4 . 8 6 FG : EG : 2 4 . 8 4 FG : EG : 2 5 . 4 7 FG : 2 5 . 4 7 EG : 2 5 . 9 1 FG : 2 5 . 9 9 EG : 2 5 . 7 2 FG : 2 5 . 7 4 EG : 2 5 . 4 9 FG : 2 5 . 4 9 EG : 2 5 . 4 0 FG : 2 5 . 0 8 EG : 2 5 . 6 0 FG : 2 4 . 8 9 EG : 2 5 . 7 8 FG : 2 5 . 0 2 EG : 2 5 . 6 7 FG : 2 4 . 9 7 EG : 2 5 . 5 5 FG : 2 5 . 0 1 EG : FG : EG : FG : EG : FG : EG : 2 5 . 2 4 FG : 2 5 . 2 1 EG : 2 5 . 5 8 FG : 2 5 . 5 8 EG : 2 5 . 8 1 FG : 2 5 . 9 6 EG : 2 5 . 6 4 FG : 2 5 . 7 1 EG : 2 5 . 5 3 FG : 2 5 . 4 6 EG : 2 5 . 5 4 FG : 2 5 . 0 8 EG : 2 5 . 3 8 FG : 2 4 . 7 9 EG : 2 4 . 9 0 FG : 2 4 . 5 3 EG : 2 4 . 7 1 FG : 2 4 . 4 0 EG : 2 4 . 4 7 FG : 2 4 . 4 5 EG : 2 5 . 1 5 FG : EG : 2 5 . 2 7 FG : EG : 2 5 . 3 4 FG : EG : 2 5 . 3 4 FG : EG : 2 5 . 7 3 FG : 2 5 . 7 3 EG : 2 5 . 8 7 FG : 2 6 . 0 0 EG : 2 5 . 6 3 FG : 2 5 . 7 2 EG : 2 5 . 5 7 FG : 2 5 . 4 4 EG : 2 4 . 9 3 FG : EG : 2 4 . 4 6 FG : 2 4 . 4 1 EG : 2 4 . 4 1 FG : 2 4 . 1 4 EG : 2 4 . 6 7 FG : 2 4 . 2 7 EG : 2 4 . 5 6 FG : EG : 2 4 . 7 8 FG : EG : 2 4 . 9 0 FG : EG : 2 5 . 0 6 FG : EG : 2 5 . 2 4 FG : EG : 2 5 . 8 8 FG : 2 5 . 8 7 EG : 2 5 . 8 9 FG : 2 6 . 0 5 EG : 2 5 . 7 0 FG : 2 5 . 7 3 EG : 2 5 . 5 2 FG : 2 5 . 4 2 EG : 2 4 . 3 6 FG : EG : 2 3 . 9 2 FG : EG : 2 4 . 0 9 FG : EG : 2 4 . 2 3 FG : EG : 2 4 . 5 3 FG : EG : FG : EG : FG : EG : 2 5 . 0 4 FG : EG : 2 5 . 3 2 FG : EG : 2 5 . 9 8 FG : 2 5 . 9 6 EG : 2 5 . 9 2 FG : 2 6 . 0 8 EG : 2 5 . 6 7 FG : 2 5 . 7 4 EG : 2 5 . 3 8 FG : 2 5 . 4 3 EG : 2 4 . 0 8 FG : EG : 2 3 . 6 9 FG : EG : 2 3 . 9 3 FG : EG : 2 4 . 1 7 FG : EG : 2 4 . 4 2 FG : EG : FG : EG : FG : EG : 2 4 . 8 7 FG : EG : 2 5 . 3 7 FG : EG : 2 5 . 9 8 FG : 2 5 . 9 7 EG : 2 5 . 8 4 FG : 2 5 . 9 8 EG : 2 5 . 6 2 FG : 2 5 . 6 3 EG : 2 5 . 2 6 FG : 2 5 . 3 2 EG : 2 4 . 4 9 FG : EG : 2 4 . 0 2 FG : EG : 2 4 . 0 9 FG : EG : 2 4 . 1 1 FG : EG : 2 4 . 3 2 FG : EG : FG : EG : 2 4 . 5 4 FG : EG : 2 4 . 8 2 FG : EG : 2 5 . 3 0 FG : EG : 2 5 . 9 7 FG : 2 5 . 9 5 EG : 2 5 . 7 3 FG : 2 5 . 7 3 EG : 2 5 . 5 6 FG : 2 5 . 4 5 EG : 2 5 . 2 3 FG : 2 5 . 1 4 EG : 2 4 . 5 5 FG : EG : 2 4 . 1 4 FG : EG : 2 4 . 0 7 FG : EG : 2 4 . 1 4 FG : EG : 2 4 . 1 8 FG : REFER TO TAXIWAY A6 SECTIONS & GRADING PLANS REFER TO TAXIWAY A6 SECTIONS & GRADING PLANS CL E L = 2 6 . 2 1 ' EL = 2 6 . 5 5 ' OF F = 2 5 . 0 0 ' L EL = 2 5 . 8 7 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 4 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.35%-1.48% SC H G SCH H SC H I CL E L = 2 5 . 9 5 ' EL = 2 6 . 2 5 ' OF F = 2 5 . 0 0 ' L EL = 2 5 . 6 6 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 1 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.17%-1.36% SC H G SCH H SC H I CL E L = 2 5 . 7 4 ' EL = 2 5 . 9 9 ' OF F = 2 5 . 0 0 ' L EL = 2 5 . 4 9 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 8 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00%-1.25% SC H G SCH H SC H I CL E L = 2 5 . 7 1 ' EL = 2 5 . 4 6 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 0 4 ' OF F = 3 3 . 0 0 ' L -1.00% 1.00% SCH G SC H H SC H I CL E L = 2 5 . 7 2 ' EL = 2 5 . 4 4 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 0 9 ' OF F = 3 3 . 0 0 ' L -1.12% 1.13% SCH G SC H H SC H I CL E L = 2 5 . 7 3 ' EL = 2 5 . 4 2 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 1 5 ' OF F = 3 3 . 0 0 ' L -1.25% 1.29% SCH GSC H H SC H I CL E L = 2 5 . 7 4 ' EL = 2 5 . 4 3 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 1 9 ' OF F = 3 3 . 0 0 ' L -1.25% 1.37% SCH GSC H H SC H I CL E L = 2 5 . 6 3 ' EL = 2 5 . 3 2 ' OF F = 2 5 . 0 0 ' R EL = 2 6 . 1 0 ' OF F = 3 3 . 0 0 ' L -1.25% 1.40% SCH GSC H H CL E L = 2 5 . 4 5 ' EL = 2 5 . 1 4 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 8 1 ' OF F = 3 3 . 0 0 ' L CL E L = 2 5 . 4 5 ' EL = 2 5 . 1 4 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 8 1 ' OF F = 3 3 . 0 0 ' L -1.25% 1.10%-1.25% 1.10% SCH GSC H H SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 1 _ C 2 . 1 0 G R A D I N G S E C T I O N S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.13 36 OF 71 4/14/2025 TW A1-A-A7_PH2 SECTION @ 20+50 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 21+00 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 21+50 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 22+00 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' OFFSET ELEVATIONS TW A1-A-A7_PH2 SECTION @ 22+50 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' OFFSET ELEVATIONS 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R 15 0 ' L 13 7 . 5 ' L 12 5 ' L 11 2 . 5 ' L 10 0 ' L 87 . 5 ' L 75 ' L 62 . 5 ' L 50 ' L 37 . 5 ' L 25 ' L 12 . 5 ' L 0' 12 . 5 ' R 25 ' R 37 . 5 ' R 50 ' R 62 . 5 ' R 75 ' R 87 . 5 ' R 10 0 ' R 11 2 . 5 ' R 12 5 ' R 13 7 . 5 ' R 15 0 ' R EG : FG : EG : 2 4 . 4 4 FG : EG : 2 4 . 8 7 FG : EG : 2 5 . 2 1 FG : EG : 2 5 . 8 8 FG : 2 5 . 8 9 EG : 2 5 . 6 7 FG : 2 5 . 6 5 EG : 2 5 . 4 9 FG : 2 5 . 3 8 EG : 2 5 . 1 7 FG : 2 5 . 0 7 EG : 2 4 . 5 8 FG : EG : 2 4 . 1 1 FG : EG : 2 3 . 9 7 FG : EG : 2 3 . 9 9 FG : EG : 2 4 . 0 9 FG : EG : FG : EG : FG : EG : 2 4 . 8 5 FG : EG : 2 5 . 2 1 FG : EG : 2 5 . 7 9 FG : 2 5 . 8 5 EG : 2 5 . 6 4 FG : 2 5 . 6 0 EG : 2 5 . 4 5 FG : 2 5 . 3 4 EG : 2 5 . 1 4 FG : 2 5 . 0 3 EG : 2 4 . 3 8 FG : EG : 2 3 . 8 5 FG : EG : 2 3 . 8 0 FG : EG : 2 3 . 9 8 FG : EG : 2 4 . 0 9 FG : EG : FG : EG : FG : EG : 2 4 . 9 1 FG : EG : 2 5 . 2 4 FG : EG : 2 5 . 7 2 FG : 2 5 . 8 6 EG : 2 5 . 6 7 FG : 2 5 . 6 4 EG : 2 5 . 4 3 FG : 2 5 . 3 4 EG : 2 5 . 1 0 FG : 2 5 . 0 3 EG : 2 4 . 1 2 FG : EG : 2 3 . 7 5 FG : EG : 2 3 . 7 9 FG : EG : 2 4 . 0 1 FG : EG : 2 4 . 2 0 FG : EG : FG : EG : FG : EG : 2 5 . 0 6 FG : EG : 2 5 . 2 4 FG : EG : 2 5 . 7 1 FG : 2 5 . 8 5 EG : 2 5 . 6 6 FG : 2 5 . 6 3 EG : 2 5 . 4 1 FG : 2 5 . 3 5 EG : 2 5 . 0 8 FG : 2 5 . 0 4 EG : 2 4 . 0 5 FG : EG : 2 3 . 6 6 FG : EG : 2 3 . 7 5 FG : EG : 2 3 . 9 0 FG : EG : 2 4 . 1 2 FG : EG : FG : EG : FG : EG : 2 5 . 0 8 FG : EG : 2 5 . 1 5 FG : EG : 2 5 . 7 7 FG : 2 5 . 8 1 EG : 2 5 . 6 2 FG : 2 5 . 6 0 EG : 2 5 . 3 5 FG : 2 5 . 3 5 EG : 2 5 . 0 0 FG : 2 5 . 0 4 EG : 2 4 . 0 4 FG : EG : 2 3 . 6 9 FG : EG : 2 3 . 8 3 FG : EG : 2 3 . 8 3 FG : EG : 2 4 . 0 8 FG : CL E L = 2 5 . 3 8 ' EL = 2 5 . 0 7 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 7 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.07% SC H G SCH H CL E L = 2 5 . 3 4 ' EL = 2 5 . 0 3 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 6 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.05% SC H G SCH H CL E L = 2 5 . 3 4 ' EL = 2 5 . 0 3 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 7 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.19% SC H G SCH H CL E L = 2 5 . 3 5 ' EL = 2 5 . 0 4 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 7 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.14% SC H G SCH H EL = 2 5 . 6 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL CL E L = 2 5 . 3 5 ' EL = 2 5 . 3 5 ' OF F = 0 . 0 0 ' EL = 2 5 . 0 4 ' OF F = 2 5 . 0 0 ' R 1.00%-1.25% SC H G SCH H SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 1 _ C 2 . 1 0 G R A D I N G S E C T I O N S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 H=#### | V=1:3.2 GJR SAW DMY TAXIWAY A GRADING SECTIONS C2.14 37 OF 71 4/14/2025 ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED STA: 2+00.40 OFF: 84.46' L STA: 2+41.91 OFF: 54.50' L STA: 2+00.02 OFF: 101.02' R STA: 2+23.63 OFF: 69.47' R STA: 2+89.54 OFF: 52.63' R STA: 2+80.97 OFF: 65.14' L STA: 4+59.66 OFF: 48.90' R STA: 6+88.06 OFF: 52.50' R STA: 6+96.06 OFF: 68.90' R STA: 6+97.15 OFF: 82.79' R STA: 9+19.52 OFF: 81.10' R STA: 9+20.45 OFF: 39.30' R STA: 9+30.94 OFF: 25.00' R R 2 0 0 ' R 1 8 0 ' R 2 0 0 ' 21 ' STA: 4+33.29 OFF: 72.07' L STA: 4+73.42 OFF: 64.44' L STA: 5+09.87 OFF: 67.50' L STA: 4+19.84 OFF: 80.91' L 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 STA: 4+18.69 OFF: 55.75' R STA: 7+35.37 OFF: 53.84' R RUNWAY HOLD POSITION MARKING, TYP.C3.3 3 STA: 4+50.00 STA: 3+89.01 OFF: 102.28' L STA: 4+02.75 OFF: 114.86' L STA: 3+50.53 OFF: 134.69' L R 5 0 0 ' STA: 3+75.03 OFF: 112.49' L SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 2 _ C 3 . 0 P A V E M E N T M A R K I N G P L A N _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 40 80 40' N APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 1 OF 2 C3.1 38 OF 71 MA T C H L I N E , S E E S H E E T C3 . 2 LEGEND TAXIWAY PAVING LIMITS TAXIWAY CENTERLINE MARKING SOLID TAXIWAY EDGE MARKING DASHED TAXIWAY EDGE MARKING NON-MOVEMENT BOUNDARY LINE RUNWAY HOLD POSITION MARKING LEGEND RE-STRIPE EXISTING PAVEMENT MARKING DRIVE LANE STRIPING W/ SPEED LIMIT & ONE LANE DELINEATORS BID SCHEDULE DIVIDING LINE GENERAL NOTES 1.IN THE EVENT THAT BID SCHEDULES H OR I ARE NOT AWARDED, DESIGN STRIPING LAYOUT SHALL BE TRANSITIONED IN THE FIELD TO MATCH INTO EXISTING STRIPING AT THE LIMITS OF PAVING. 2.STATION OFFSET CONTROL REFERENCES THE TAXIWAY A1-A-A7 ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE. 3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVING SHALL RECEIVE BOTH AN INITIAL COAT AND A PERMANENT COAT OF STRIPING PER P-620. 4.AREAS TO BE STRIPING OUTSIDE THE LIMITS OF PAVING SHALL RECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620. #/# BID SCHEDULE NOTES 1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULES THAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPE FOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETED FOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OF THE PAVING LIMITS. 2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPING SHALL DEPEND ON THE LIMITS OF PAVING AWARDED FOR THE PROJECT. SEE GENERAL NOTES 3 AND 4. 3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BID SCHEDULE SCOPE TO THE RIGHT. BID SCHEDULE SCOPE BID SCHEDULE G: TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID AND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARY STRIPING; TAXIWAY SHOULDER MARKING BID SCHEDULE H: DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE G STRIPING WITHIN BID SCHEDULE H PAVING LIMITS BID SCHEDULE I: ADDITIONAL INITIAL COAT FOR BID SCHEDULE H STRIPING WITHIN BID SCHEDULE I PAVING LIMITS BID SCHEDULE J: BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPING AH E A D LA N E ON E MP H 15 RUNWAY 16-34 TAXIWAY A TA X I W A Y A 7 BOEING B RAMP 20 0 ' 25 ' 50 ' CASCADIAN 250 BUILDING RESTRIPE EXISTING TAXIWAY CENTERLINE IN CURRENT LOCATION, SEE DETAIL C3.3 1 R35' R5 0 ' G/H MATCH EXISTING CENTERLINE STRIPE @ PAVING LIMITS R 2 0 0 ' MATCH EXISTING SERVICE ROAD STRIPING @ PAVING LIMITS H/I SEE GENERAL NOTE 1 FOR SERVICE ROAD AND NON-MOVEMENT BOUNDARY STRIPING REQUIREMENTS BOEING RESTRICTION LINE. PAID FOR UNDER BID SCHEDULE J C3.4 7 GPS MARKER C3.4 11 NON-MOVEMENT BOUNDARY LINE C3.3 2 DASHED TAXIWAY EDGE STRIPE C3.3 5 SOLID TAXIWAY EDGE STRIPE C3.3 4 DRIVE LANE STRIPING C3.4 8 TAXIWAY CENTERLINE STRIPE, TYP.C3.3 1 G/H G/H H/I H/I I/J I/JI/J EXTEND 6" YELLOW BOEING LEAD IN STRIPING TO SCHEDULE I PAVING LIMITS, TYP. PAID FOR UNDER BID SCHEDULE J. 4/14/2025 AH E A D LA N E ON E AH E A D LA N E ON E ST O P ATCT CLEARANCE REQUIRED AH E A D LA N E ON E ST O P TW A6 STA: 2+88.01 OFF: 26.00' R TW A6 STA: 2+97.13 OFF: 25.90' R TW A6 STA: 2+97.13 OFF: 26.23' L TW A6 STA: 4+42.33 OFF: 42.04' R TW A6 STA: 3+90.44 OFF: 25.00' R TW A6 STA: 3+82.61 OFF: 85.34' L TW A6 STA: 4+64.84 OFF: 58.96' R TW A6 STA: 3+79.05 OFF: 62.93' L TW A6 STA: 3+33.09 OFF: 25.02' L TW A6 STA: 2+74.23 OFF: 27.00' L TW A6 STA: 2+20.85 OFF: 38.00' L 21 ' 10 . 5 ' R7 1 ' R5 0 ' STA: 14+07.62 OFF: 67.50' L STA: 14+16.28 OFF: 66.74' L STA: 14+02.30 OFF: 88.50' L STA: 14+26.56 OFF: 84.23' L STA: 14+61.43 OFF: 58.80' L STA: 14+93.49 OFF: 56.00' L STA: 14+44.70 OFF: 77.63' L STA: 15+07.91 OFF: 66.50' L STA: 19+81.14 OFF: 56.00' L 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 7+ 2 6 5+0 0 6+0 0 7+ 0 0 STA: 16+70.88 OFF: 25.00' R STA: 18+08.75 OFF: 25.00' R 6+ 4 7 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 STA: 17+88.73 OFF: 0.00' TW A6 STA: 2+29.08 OFF: 0.00' R 3 5 ' R26 ' R45' R 8 5 ' R 1 8 5 ' RUNWAY HOLD POSITION MARKING, TYP.C3.3 3 STA: 14+65.00 R1 8 5 ' R1 8 5 ' R 5 0 ' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 2 _ C 3 . 0 P A V E M E N T M A R K I N G P L A N _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN 0 SCALE 1" = 40 80 40' N MA T C H L I N E , S E E S H E E T C3 . 1 APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 2 OF 2 C3.2 39 OF 71 RUNWAY 16-34 TAXIWAY A TA X I W A Y A 6 BOEING APRON B LEGEND TAXIWAY PAVING LIMITS TAXIWAY CENTERLINE MARKING SOLID TAXIWAY EDGE MARKING DASHED TAXIWAY EDGE MARKING NON-MOVEMENT BOUNDARY LINE RUNWAY HOLD POSITION MARKING LEGEND RE-STRIPE EXISTING PAVEMENT MARKING DRIVE LANE STRIPING W/ SPEED LIMIT & ONE LANE DELINEATORS BID SCHEDULE DIVIDING LINE GENERAL NOTES 1.IN THE EVENT THAT BID SCHEDULES H OR I ARE NOT AWARDED, DESIGN STRIPING LAYOUT SHALL BE TRANSITIONED IN THE FIELD TO MATCH INTO EXISTING STRIPING AT THE LIMITS OF PAVING. 2.STATION OFFSET CONTROL REFERENCES THE TAXIWAY A1-A-A7 ALIGNMENT, EXCEPT WHERE NOTED OTHERWISE. 3.AREAS TO BE STRIPED WITHIN THE LIMITS OF PAVING SHALL RECEIVE BOTH AN INITIAL COAT AND A PERMANENT COAT OF STRIPING PER P-620. 4.AREAS TO BE STRIPING OUTSIDE THE LIMITS OF PAVING SHALL RECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620. #/# BID SCHEDULE NOTES 1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULES THAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPE FOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETED FOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OF THE PAVING LIMITS. 2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPING SHALL DEPEND ON THE LIMITS OF PAVING AWARDED FOR THE PROJECT. SEE GENERAL NOTES 3 AND 4. 3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BID SCHEDULE SCOPE TO THE RIGHT. BID SCHEDULE SCOPE BID SCHEDULE G: TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID AND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARY STRIPING; TAXIWAY SHOULDER MARKING BID SCHEDULE H: DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE G STRIPING WITHIN BID SCHEDULE H PAVING LIMITS BID SCHEDULE I: ADDITIONAL INITIAL COAT FOR BID SCHEDULE H STRIPING WITHIN BID SCHEDULE I PAVING LIMITS BID SCHEDULE J: BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPING AH E A D LA N E ON E MP H 15 25 ' 50 ' AIRPORT-CITY 600 PARCEL HANGARSFBO FUEL TANKS54 0 R E N T O N HA N G A R LA N E H A N G A R 50 0 P A R C E L LA N E H A N G A R 50 0 P A R C E L RESTRIPE EXISTING TAXIWAY CENTERLINE IN CURRENT LOCATION, SEE DETAIL H/I G/H MATCH EXISTING SERVICE ROAD STRIPING @ PAVING LIMITS, TYP. MATCH EXISTING CENTERLINE STRIPE @ PAVING LIMITS BOEING RESTRICTION LINE. PAID FOR UNDER BID SCHEDULE J C3.4 7 C3.3 1 NON-MOVEMENT BOUNDARY LINE C3.3 2 DASHED TAXIWAY EDGE STRIPE C3.3 5 SOLID TAXIWAY EDGE STRIPE C3.3 4 DRIVE LANE STRIPING C3.4 8 ONE LANE AHEAD MARKING, TYP.C3.4 10 TAXIWAY CENTERLINE STRIPE, TYP.C3.3 1 STOP MARKING C3.4 12 COORDINATE EXACT LIMITS OF RE-STRIPING OF SERVICE ROAD IN THE FIELD WITH THE RPR G/H G/H G/H H/I H/I H/I I/J EXTEND 6" YELLOW BOEING LEAD IN STRIPING TO SCHEDULE I PAVING LIMITS, TYP. PAID FOR UNDER BID SCHEDULE J. 4/14/2025 TAXIWAY CENTERLINE MARKING, SEE DETAIL TAXIWAY EDGE MARKING, WHERE APPLICABLE SEE DETAIL DOUBLE DASHED YELLOW STRIPE TW C E N T E R L I N E STRIPE LOCATION PER PLAN, TYP. BOTH SIDES C3.3 1 C3.3 4 CENTER DASHED STRIPE ON TAXIWAY CENTERLINE DOUBLE SOLID YELLOW STRIPE 36" TYP.36" TYP. 6" 6" 6" 6" 6" 6"-12" 6" VARIES 35' TO 50' NOMINAL 3' 6" 6" TO P A R A L L E L T A X I W A Y TO R U N W A Y STRIPE LOCATION PER PLAN, TYP. BOTH ENDS SOLID YELLOW STRIPE 6" 6" 6" 6" 6" 36" TYP. 36" TYP.TW C E N T E R L I N E 50' TYP. MEASURED TO OUTER EDGE OF SOLID STRIPE DASHED YELLOW STRIPE BLACK BACKGROUND, SEE GENERAL NOTE 1 TW C E N T E R L I N E DOUBLE YELLOW STRIPE BLACK BACKGROUND, SEE GENERAL NOTE 1 6" 6" 6" VARIES, CONTROL PROVIDED FOR THE OUTER EDGE OF OUTER YELLOW STRIPE 6" 6" 1.BLACK BORDERS/BACKGROUNDS ARE REQUIRED AS SHOWN ON THE APPLICABLE DETAILS FOR ALL PERMANENT STRIPING INSTALLED OUTSIDE NEW HMA PAVEMENT PLACED AS PART OF THIS CONTRACT. THIS INCLUDES EXISTING PAVEMENT MARKINGS THAT ARE TO BE RE-STRIPED IN THEIR EXISTING LOCATION. IF EXISTING PAVEMENT MARKINGS DO NOT HAVE A BLACK BORDER, A NEW BLACK BORDER SHALL BE ADDED. 2.GLASS BEADS SHALL BE APPLIED ONLY TO PERMANENT MARKINGS AS INDICATED IN SPECIFICATION P-620. 3.DO NOT APPLY GLASS BEADS TO BLACK PAINT. GENERAL NOTES: RW CENTERLINE TAXIWAY CENTERLINE STRIPE, SEE DETAIL CURVE POINT OF TANGENCY RUNWAY CENTERLINE STRIPE 200' 36 " N E A R E D G E T O N E A R E D G E BLACK BACKGROUND, SEE GENERAL NOTE 1 C3.3 1 YELLOW TAXIWAY CENTERLINE MARKING, CONTROL (WHERE PROVIDED) REFERENCES THE CENTER OF STRIPE BLACK BACKGROUND, SEE GENERAL NOTE 1 TW CENTERLINE 6" 6" 6" TW C E N T E R L I N E DASHED EDGE STRIPE, FOR WIDTHS, SEE DETAIL BLACK BACKGROUND, SEE GENERAL NOTE 1 VARIES, CONTROL PROVIDED FOR THE OUTER EDGE OF OUTER YELLOW STRIPE 15 ' D A S H C3.3 4 25 ' G A P SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 3 _ C 3 . 3 P A V E M E N T M A R K I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 1 OF 2 C3.3 40 OF 71 C3.3 3 SCALE=NTS RUNWAY HOLD POSITION C3.3 2 SCALE=NTS NON-MOVEMENT BOUNDARY C3.3 4 SCALE=NTS TAXIWAY EDGE C3.3 6 SCALE=NTS TAXIWAY CL LEAD-IN C3.3 1 SCALE=NTS TAXIWAY CENTERLINE C3.3 5 SCALE=NTS DASHED TAXIWAY EDGE 4/14/2025 1.BLACK BORDERS/BACKGROUNDS ARE REQUIRED AS SHOWN ON THE APPLICABLE DETAILS FOR ALL PERMANENT STRIPING INSTALLED OUTSIDE NEW HMA PAVEMENT PLACED AS PART OF THIS CONTRACT. THIS INCLUDES EXISTING PAVEMENT MARKINGS THAT ARE TO BE RE-STRIPED IN THEIR EXISTING LOCATION. IF EXISTING PAVEMENT MARKINGS DO NOT HAVE A BLACK BORDER, A NEW BLACK BORDER SHALL BE ADDED. 2.GLASS BEADS SHALL BE APPLIED ONLY TO PERMANENT MARKINGS AS INDICATED IN SPECIFICATION P-620. 3.DO NOT APPLY GLASS BEADS TO BLACK PAINT. GENERAL NOTES: 6" DIAMETER YELLOW DOT OVER ASPHALT CAP 6" WIDE YELLOW PAINT STRIPE R=5' 12" 6" 6" AT C T C L E A R A N C E R E Q U I R E D 12" 12" 9" 6" RED MARKING, CONTROL IS BASED ON LOCATION OF NON-MOVEMENT STRIPING BLACK BORDER, SEE GENERAL NOTE 1 24" NON-MOVEMENT BOUNDARY STRIPING WHITE INSCRIPTION LOCATED IN THE FIELD PER RPR DIRECTION APPROXIMATELY EVERY 175 FEET C3.3 2 MPH 15 5.75' ALIGN TEXT WITH END OF CENTERLINE DASH & CENTER IN LANE 1.75' 4' TYP. 2.75' TYPICAL DRIVE LANE STRIPING, SEE DETAIL C3.4 8 9.5' AHEAD LANE ONE ALIGN TEXT WITH END OF LAST CENTERLINE DASH & CENTER IN LANE 1' 1' 7' 6' 4' TYP. TYPICAL DRIVE LANE STRIPING, SEE DETAIL C3.4 8 6" DASHED DRIVE LANE CENTERLINE, WHERE SHOWN IN PLANS 15' TYPICAL DASH25' TYPICAL GAP 6" SOLID WHITE DRIVE LANE EDGE, TYP. WI D T H , W , VA R I E S P E R P L A N W/ 2 W/ 2 ALIGN STOP BAR WITH END OF CENTERLINE DASH & CENTER IN LANE 1' 7.5' 4' TYPICAL DRIVE LANE STRIPING, SEE DETAIL C3.4 8 WHITE TEXT STOP 16 " WHITE STOP BAR SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 2 C: \ C e n t u r y w e s t D r o p b o x \ P u g e t S o u n d \ P r o j e c t s \ R E N T O N , C I T Y O F \ ` T a x i w a y A R e h a b i l i t a t i o n \ C A D \ _ W O R K I N G \ _ P H A S E 2 \ S H E E T \ 2 3 _ C 3 . 3 P A V E M E N T M A R K I N G D E T A I L S _ P H 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R APRIL 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 2 OF 2 C3.4 41 OF 71 C3.4 11 SCALE=NTS GPS MARKER C3.4 7 SCALE=NTS BOEING RESTRICTION LINE C3.4 9 SCALE=NTS SPEED LIMIT MARKING C3.4 10 SCALE=NTS ONE LANE AHEAD MARKING C3.4 8 SCALE=NTS TYPICAL DRIVE LANE STRIPING C3.4 12 SCALE=NTS STOP MARKING 4/14/2025 M P H 1 5 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 3 0 2 8 31 2 9 2 7 26 29 29 (TYP.)3 1 (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) 1 2 PAVEMENT LIMITS, TYP. 2 2 4 2 4 4 5 1 R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C5 . 1 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 8 : 1 7 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 5 . 0 - P h a s e 2 E R O S I O N C O N T R O L . d w g TE D - 4 0 - 4 3 1 3 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB EROSION CONTROL PLAN 1 OF 2 C5.1 42 OF 71 MA T C H L I N E S T A . 3 2 + 3 3 . 8 4 S E E S H E E T C 5 . 2 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN PROTECTION EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSED CATCH BASINS PER DETAIL 1, SHEET C5.3. 1 INSTALL INTERCEPTOR DIKE PER DETAIL 3, SHEET C5.3.2 3 4 INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.3. APPLY HYDROSEEDING TO ALL CLEARED AND REGRADED AREAS. APPLY FIRST APPLICATION AT COMPLETION OF GRADING ACTIVITIES. APPLY SECOND APPLICATION DURING CALENDAR WINDOWS AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS. INSTALL A WHEEL WASH FOR EACH PHASE AS INDICATED ON THE PHASING PLANS. THE WHEEL WASH SHALL BE INSTALLED AND OPERATIONAL BEFORE WORK IN THAT PHASE STARTS AND SHALL BE REMOVED ONCE WORK IN THAT PHASED AREA IS COMPLETED. SEE DETAIL 1, SHEET C5.4. 5 R-431342 EROSION CONTROL BLANKET WHEEL WASH 2 AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 25 2 5 25 26 24 24 25 25 2627 (TYP.) (TYP.) (TYP.) (TYP.) (TYP.)(TYP.) 2 PAVEMENT LIMITS, TYP. 2 22 1 1 4 5 (TYP.)4 4 (TYP.) R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C5 . 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 8 : 2 2 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 5 . 0 - P h a s e 2 E R O S I O N C O N T R O L . d w g TE D - 4 0 - 4 3 1 3 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB EROSION CONTROL PLAN 2 OF 2 C5.2 43 OF 71 MA T C H L I N E S T A . 3 2 + 3 3 . 8 4 S E E S H E E T C 5 . 1 N 0 SCALE 1" = 40 80 40 EROSION CONTROL NOTES EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN PROTECTION EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET R-431343 INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSED CATCH BASINS PER DETAIL 1, SHEET C5.3. 1 2 3 4 INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.3. APPLY HYDROSEEDING TO ALL CLEARED AND REGRADED AREAS. APPLY FIRST APPLICATION AT COMPLETION OF GRADING ACTIVITIES. APPLY SECOND APPLICATION DURING CALENDAR WINDOWS AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS. INSTALL A WHEEL WASH FOR EACH PHASE AS INDICATED ON THE PHASING PLANS. THE WHEEL WASH SHALL BE INSTALLED AND OPERATIONAL BEFORE WORK IN THAT PHASE STARTS AND SHALL BE REMOVED ONCE WORK IN THAT PHASED AREA IS COMPLETED. SEE DETAIL 1, SHEET C5.4. 5 EROSION CONTROL BLANKET WHEEL WASH INSTALL INTERCEPTOR DIKE PER DETAIL 3, SHEET C5.3. 2 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : DT L S - 1 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 8 : 3 2 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 5 . 0 - P H A S E 2 E R O S I O N C O N T R O L - D T L S - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB EROSION CONTROL DETAILS 1 OF 3 C5.3 44 OF 71 R-431344 2 1 EROSION CONTROL BLANKET 2 CATCH BASIN INSERT SCALE=NTSSCALE=NTS R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : DT L S - 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 8 : 3 7 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 5 . 0 - P H A S E 2 E R O S I O N C O N T R O L - D T L S - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB EROSION CONTROL DETAILS 2 OF 3 C5.4 45 OF 71 R-431345 2 21 EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES WHEEL WASH AND PAVED CONSTRUCTION ENTRANCE SCALE=NTSSCALE=NTS R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : DT L S - 3 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 8 : 4 1 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 5 . 0 - P H A S E 2 E R O S I O N C O N T R O L - D T L S - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB EROSION CONTROL DETAILS 3 OF 3 C5.5 46 OF 71 R-431346 2 WORK AREA BETWEEN BERMS 2' MIN. 18" MIN. 2 MAX. 12 MAX. 1 DIKE MATERIAL COMPACTED 90% MODIFIED PROCTOR GRADING LIMIT GRADING LIMIT SLOPES VARY INTERCEPTOR DIKE SCALE=NTS1 ------------ APRIL 2025 35022.008.02 NTS MSS ZEV AWB STORM DRAINAGE GENERAL NOTES 1 OF 1 C6.0 47 OF 71 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TOCORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.NOT USED. 12.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 AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 20. 13.NOT USED. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS AS SHOWN ON THE PLANS. STRUCTURES SHALL HAVE ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN ON THE AIRPORT. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC AIRFIELD AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.NOT USED. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMSSHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.NOT USED. 18.ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·4 - 8 INCH ROCK / 40 - 70% PASSING; ·2 - 4 INCH ROCK / 30 - 40% PASSING; AND ·LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.NOT USED. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED "STORM” OR "DRAIN" SHALL BE LOCATED AT THE POINT OF CONNECTION OF A STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE AIRCARFT MOVEMENT AREA THAT MAY INTERRUPT NORMAL AIRCRAFT AND VEHICLE FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.NOT USED. 28.NOT USED. 29.NOT USED. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31.NOT USED. SURFACE WATER PLAN NOTES R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 0 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 9 : 1 6 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 0 - P H A S E 2 D R A I N A G E S E R I E S . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 R-431347 2 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 10 ' ' W 10 ' ' W 10 ' ' W P R D 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 10 ' ' W 10 ' ' W 10 ' ' W P R D M P H 1 5 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 299 LF 12" RCP 37 LF 12" RCP 128 LF 12" RCP ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED IE 12" RCP(S)=25.65' IE 6" PVC(E)=25.80' IE 12" RCP(E)=22.79' IE 12" RCP(NW)=25.05' CB40 CB TYPE 1 STA: 2+64.57, -89.85' LT RIM: 29.75 INV IN (6"): 27.46 NW INV IN (6"): 27.46 N INV OUT (12"): 26.97 N CB39 CB TYPE 1 STA: 4+21.86, 103.59' RT RIM: 29.00 INV IN (12"): 26.40 S INV IN (6"): 26.40 E INV IN (6"): 26.40 W INV OUT (12"): 26.40 N 19 LF 12" RCP NEW ELV: 27.89 3 2 . 0 31 . 0 31.6 31.0 30.0 29.2 28.2 28.0 29.0 28.4 27.0 28.0 29 . 0 29.0 28.0 CB37 CB TYPE 1 STA: 10+91.31, 52.80' RT RIM: 26.57 INV IN (12"): 23.21 E INV IN (12"): 23.21 S INV OUT (12"): 23.21 W 122 LF 12" RCP . CB38 CB TYPE 1 STA: 9+64.60, 66.41' RT RIM: 26.23 INV IN (12"): 24.17 E INV IN (6"): 24.67 W INV OUT (12"): 24.17 N CB36 CB TYPE 1 STA: 10+91.36, 70.91' RT RIM: 25.56 INV IN (12"): 23.26 E INV OUT (12"): 23.26 W 228 LF 12" DI R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 9 : 2 4 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 0 - P H A S E 2 D R A I N A G E S E R I E S . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 2 C6.1 48 OF 71 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN STORM DRAINAGE NOTES CONNECT TO EXISTING STRUCTURE INSTALL NEW STORM DRAINAGE PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN INSTALL NEW STORM DRAIN PIPE AND CONNECT TO EXISTING STORM DRAIN PIPE WHERE EXISTING CATCH BASIN HAS BEEN REMOVED ADJUST STRUCTURE TO GRADE REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM STRUCTURE CONTRACTOR TO POTHOLE LOCATION AS SOON AS POSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TO PREPARING STORM DRAINAGE STRUCTURE SUBMITTALS TO CONFIRM EXISTING STORM AND UTILITY LOCATIONS ABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILL WITH CLSM PER P-153 GENERAL NOTES A.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES R-431348 MA T C H L I N E S T A . 1 1 + 5 0 S E E S H E E T C6 . 2 N 0 SCALE 1" = 40 80 40 TRENCHLESS PIPE REPAIR/REMOVE SEDIMENT AND DEBRIS 2 10 ' ' W P R D 10''W PRD 8''W 8''W8''W 8''W 8''W 10 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 1 0 ' ' W P R D 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W P R D 10''W PRD 8''W 8''W8''W 8''W 8''W 10 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 1 0 ' ' W P R D 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E O N E TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 CONSTRUCTION PHASE 1 217 LF 12" DI ATCT CLEARANCE REQUIRED AH E A D LA N E ON E ST O P IE 6" PVC (W)=22.10' CB33 CB TYPE 1 STA: 18+59.13, 84.30' RT RIM: 23.70 INV IN (6"): 21.80 S INV OUT (12"): 21.63 W NEW ELV: 27.89 NEW ELV: 26.43 26.0 25.0 24.6 24.8 25.0 24.0 24.2 24 . 6 25.8 2 5 . 0 28.0 27.6 26.4 25.8 24.0 CB34 CB TYPE 1 STA: 18+57.63, 52.69' RT RIM: 24.06 INV IN (12"): 21.47 S INV IN (12"): 21.47 E INV IN (6"): 21.97 W INV OUT (12"): 21.47 N CB35 CB TYPE 1 STA: 16+41.74, 62.66' RT RIM: 23.71 INV IN (6"): 21.97 W INV IN (12"): 21.97 SE INV IN (6"): 21.97 N INV OUT (12"): 21.76 N CONSTRUCTION PHASE 2 32 LF 12" RCP R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 1 9 : 3 4 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 0 - P H A S E 2 D R A I N A G E S E R I E S . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 2 C6.2 49 OF 71 MA T C H L I N E S T A . 1 1 + 5 0 S E E S H E E T C 6 . 1 N 0 SCALE 1" = 40 80 40 STORM DRAINAGE NOTES GENERAL NOTES SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM STRUCTURE REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN CONNECT TO EXISTING STRUCTURE INSTALL NEW STORM DRAINAGE PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN INSTALL NEW STORM DRAIN PIPE AND CONNECT TO EXISTING STORM DRAIN PIPE WHERE EXISTING CATCH BASIN HAS BEEN REMOVED ADJUST STRUCTURE TO GRADE REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN CONTRACTOR TO POTHOLE LOCATION AS SOON AS POSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TO PREPARING STORM DRAINAGE STRUCTURE SUBMITTALS TO CONFIRM EXISTING STORM AND UTILITY LOCATIONS ABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILL WITH CLSM PER P-153 R-431349 TRENCHLESS PIPE REPAIR/REMOVE SEDIMENT AND DEBRIS A.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES 2 M P H 1 5 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 10 ' ' W 10 ' ' W 10 ' ' W P R D ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIREDATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED TAXIWAY A RUNWAY 16-34 CO 95 STA: 2+59.71, 59.49' LT RIM: 30.21 INV IN (6"): 27.71 E CO 94 STA: 2+08.14, 76.02' LT RIM: 31.18 INV OUT (6"): 28.68 NW CO 93 STA: 2+02.74, 103.29' RT RIM: 30.35 INV IN (6"): 26.96 SW CO 82 STA: 9+21.47, 83.33' RT RIM: 28.15 INV IN (6"): 25.65 S INV OUT (6"): 25.65 W CO 78 STA: 10+94.08, 26.61' RT RIM: 27.60 INV OUT (6"): 25.10 N CO 80 STA: 9+68.37, 26.84' RT RIM: 27.97 INV IN (6"): 24.81 N INV IN (6"): 24.81 S CO 92 STA: 2+61.29, 54.50' RT RIM: 30.00 INV IN (6"): 27.13 W INV OUT (6"): 27.13 E CO 86 STA: 6+82.43, 54.47' RT RIM: 29.09 INV IN (6"): 26.59 S INV OUT (6"): 26.59 N CO 91 STA: 3+19.24, 56.70' RT RIM: 29.73 INV OUT (6"): 27.23 SE TAXIWAY A RUNWAY 16-34 91 LF 73 LF 111 LF 34 LF TA X I W A Y A 7 18 LF 70 LF 97 LF 51 LF 70 LF 79 LF 36 LF 144 LF115 LF 60 LF 40 LF CO 97 STA: 3+45.49, 121.53' LT RIM: 30.50 INV OUT (6"): 28.00 E CO 96 STA: 2+82.03, 67.57' LT RIM: 30.16 INV IN (6"): 27.66 W CO 90 STA: 3+26.54, 57.38' RT RIM: 29.72 INV OUT (6"): 27.22 NW CO 89 STA: 4+44.71, 53.77' RT RIM: 29.67 INV IN (6"): 26.85 SE CO 88 STA: 4+65.85, 52.58' RT RIM: 29.60 INV OUT (6"): 27.10 N CO 87 STA: 5+91.19, 54.40' RT RIM: 29.33 INV IN (6"): 26.81 S INV OUT (6"): 26.81 N CO 85 STA: 6+95.32, 85.05' RT RIM: 28.68 INV IN (6"): 26.18 W INV OUT (6"): 26.18 N CO 84 STA: 7+68.66, 84.53' RT RIM: 28.47 INV IN (6"): 25.88 S CO 81 STA: 9+33.23, 27.20' RT RIM: 28.27 INV IN (6"): 25.13 SE INV OUT (6"): 25.13 N CO 79 STA: 10+88.18, 26.66' RT RIM: 27.61 INV OUT (6"): 25.11 S 35 LF 120 LF 31 LF 40 LF CO 83 STA: 7+76.98, 84.47' RT RIM: 28.54 INV OUT (6"): 26.04 N R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 4 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 0 : 1 7 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 4 - P H A S E 2 U N D E R D R A I N S E R I E S . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB UNDERDRAIN 1 OF 2 C6.3 50 OF 71 MA T C H L I N E S T A . 3 2 + 3 3 . 8 4 S E E S H E E T C6 . 4 N 0 SCALE 1" = 40 80 40 UNDERDRAIN NOTES EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE EXISTING UNDERDRAIN PERFORATED PIPE GENERAL NOTES A.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES. R-431350 2 INSTALL 6" UNDERDRAIN (SEE DETAILS 1 AND 4, SHEET C6.9) INSTALL CLEANOUT (SEE DETAIL 3, SHEET C6.9) CONNECT TO STORM DRAINAGE STRUCTURE, SEE STORM DRAINAGE SHEETS FOR UNDERDRAIN INVERT ELEVATIONS INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAILS 2 AND 5, SHEET C6.9) AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E O N E 10 ' ' W P R D 10''W PRD 8''W 8''W8''W 8''W 8''W 10 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 1 0 ' ' W P R D 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W ATCT CLEARANCE REQUIRED AH E A D LA N E ON E ST O P RUNWAY 16-34 AH E A D LA N E ON E AH E A D LA N E ON E ST O P CO 70 STA: 17+41.68, 194.83' RT RIM: 25.17 INV OUT (6"): 22.67 SW CO 69 STA: 17+14.75, 135.20' RT RIM: 24.77 INV IN (6"): 22.27 E INV OUT (6"): 22.27 NW CO 68 STA: 17+49.62, 76.86' RT RIM: 24.78 INV IN (6"): 22.10 SE CO 66 STA: 17+96.45, 28.68' RT RIM: 25.39 INV IN (6"): 22.29 SE INV OUT (6"): 22.29 N CO 65 STA: 18+51.91, 27.18' RT RIM: 25.31 INV IN (6"): 22.15 S TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 25 LF36 LF 26 LF 68 LF CO 77 STA: 12+94.07, 26.98' RT RIM: 27.15 INV IN (6"): 24.11 S INV OUT (6"): 24.11 N CO 76 STA: 14+94.08, 26.97' RT RIM: 25.99 INV IN (6"): 23.49 S INV OUT (6"): 23.49 N 200 LF200 LF 148 LF CO 75 STA: 16+41.73, 26.96' RT RIM: 25.60 INV IN (6"): 22.19 S INV IN (6"): 22.19 N CO 72 STA: 16+30.02, 167.74' RT RIM: 25.15 INV IN (6"): 22.65 SE INV OUT (6"): 22.65 NW CO 71 STA: 15+85.36, 194.84' RT RIM: 25.47 INV OUT (6"): 22.97 NW CO 64 STA: 18+89.65, 27.09' RT RIM: 25.23 INV OUT (6"): 23.26 N CO 61 STA: 22+48.95, 26.80' RT RIM: 24.92 INV OUT (6"): 22.42 S CO 62 STA: 21+71.21, 26.77' RT RIM: 24.96 INV IN (6"): 22.23 N INV IN (6"): 22.23 S INV OUT (6"): 22.23 E 51 LF 53 LF 72 LF 110 LF 76 LF 56 LF 130 LF 78 LF CO 73 STA: 16+92.29, 62.65' RT RIM: 24.77 INV IN (6"): 22.22 SE CO 67 STA: 17+67.92, 54.98' RT RIM: 24.89 INV OUT (6"): 22.39 NW CO 74 STA: 16+94.51, 58.16' RT RIM: 24.88 INV OUT (6"): 22.38 W 122 LF 39 LF CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 SEE PHASE 1 PLANS FOR COMPLETED UNDERDRAIN WORK 152 LF CO 63 STA: 20+19.05, 26.94' RT RIM: 25.07 INV IN (6"): 22.94 S INV OUT (6"): 22.94 N R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 5 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 0 : 2 3 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 4 - P H A S E 2 U N D E R D R A I N S E R I E S . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' MSS ZEV AWB UNDERDRAIN 2 OF 2 C6.4 51 OF 71 MA T C H L I N E S T A . 3 2 + 3 3 . 8 4 S E E S H E E T C6 . 3 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE EXISTING UNDERDRAIN PERFORATED PIPE GENERAL NOTES R-431351 2 A.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES.INSTALL 6" UNDERDRAIN (SEE DETAILS 1 AND 4, SHEET C6.9) INSTALL CLEANOUT (SEE DETAIL 3, SHEET C6.9) CONNECT TO STORM DRAINAGE STRUCTURE, SEE STORM DRAINAGE SHEETS FOR UNDERDRAIN INVERT ELEVATIONS INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAILS 2 AND 5, SHEET C6.9) 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 10 ' ' W TA X I W A Y A 7 SD SDSDSD STORM CB40 TO SDCB-326 228 LF OF 12" 12" DI @ 0.25% ST A : 2 + 3 7 . 3 6 CB T Y P E 1 RI M : 2 9 . 0 0 IN V I N : 2 6 . 4 0 ( 1 2 " S ) IN V I N : 2 6 . 4 0 ( 6 " E ) IN V I N : 2 6 . 4 0 ( 6 " W ) IN V O U T : 2 6 . 4 0 ( 1 2 " N ) CB39 299 LF OF 12" 12" RCP @ 0.25% ST A : 5 + 3 6 . 0 6 EX C B RI M : 2 7 . 6 0 IN V I N : 2 5 . 6 5 ( 1 2 " S ) IN V I N : 2 5 . 8 0 ( 6 " W ) IN V O U T : 2 5 . 6 5 ( 1 2 " N ) SDCB-326 ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 9 . 7 5 IN V I N : 2 7 . 4 6 ( 6 " N W ) IN V I N : 2 7 . 4 6 ( 6 " N ) IN V O U T : 2 6 . 9 7 ( 1 2 " N ) CB40 APPROXIMATE EX. LIGHTING CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. LIGHTING CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. WATER TO BE ABANDONED CONTRACTOR TO CONFIRM DEPTH EXISTING GRADE PROPOSED GRADE IN V I N : 2 5 . 6 5 ( 1 2 " S ) IN V I N : 2 5 . 8 0 ( 6 " W ) R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 5 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 1 : 0 4 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 7 - P H A S E 2 S T O R M - P P - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' MSS ZEV AWB STORM PLAN & PROFILE 1 OF 3 C6.5 52 OF 71 R-431352 N 0 SCALE 1" = 30 60 30' MBX KEYPLAN 2 8 ' ' W 8 ' ' W 8'' W S D S D S D S D 8''W 8''W 8''W AT C T C L E A R A N C E R E Q U I R E D 8' ' W 8' ' W 8 ' ' W STORM CB38 TO SDCB-355 ST A : 0 + 2 3 . 0 8 CB T Y P E 1 RI M : 2 6 . 2 3 IN V I N : 2 4 . 1 7 ( 1 2 " E ) IN V I N : 2 4 . 6 7 ( 6 " W ) IN V O U T : 2 4 . 1 7 ( 1 2 " N ) CB38 37 LF OF 12" 12" RCP @ 2.40% ST A : 0 + 5 9 . 8 0 EX C B RI M : 2 6 . 9 5 IN V I N : 2 5 . 0 8 ( 1 2 " S ) IN V O U T : 2 5 . 0 5 ( 1 2 " W ) SDCB-355 APPROXIMATE EX. TELE CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH EXISTING GRADE APPROXIMATE EX. AIR CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. WATER TO BE ABANDONED CONTRACTOR TO CONFIRM DEPTH IN V I N : 2 5 . 0 8 ( 1 2 " S ) STORM CB38 TO CB37 128 LF OF 12" 12" R C P @ 0 . 7 5 % ST A : 1 + 3 7 . 2 4 CB T Y P E 1 RI M : 2 6 . 5 7 IN V I N : 2 3 . 2 1 ( 1 2 " E ) IN V I N : 2 3 . 2 1 ( 1 2 " S ) IN V O U T : 2 3 . 2 1 ( 1 2 " W ) CB37 ST A : 0 + 0 9 . 7 9 CB T Y P E 1 RI M : 2 6 . 2 3 IN V I N : 2 4 . 1 7 ( 1 2 " E ) IN V I N : 2 4 . 6 7 ( 6 " W ) IN V O U T : 2 4 . 1 7 ( 1 2 " N ) CB38 APPROXIMATE EX. WATER TO BE ABANDONED CONTRACTOR TO CONFIRM DEPTH EXISTING GRADE STORM SDCB-365 TO CB36 ST A : 1 + 4 9 . 8 6 CB T Y P E 1 RI M : 2 5 . 5 6 IN V I N : 2 3 . 2 6 ( 1 2 " E ) IN V O U T : 2 3 . 2 6 ( 1 2 " W ) CB36 ST A : 1 + 3 1 . 7 5 CB T Y P E 1 RI M : 2 6 . 5 7 IN V I N : 2 3 . 2 1 ( 1 2 " E ) IN V I N : 2 3 . 2 1 ( 1 2 " S ) IN V O U T : 2 3 . 2 1 ( 1 2 " W ) CB37 122 LF OF 12" 12" RCP @ 0.34% 19 LF OF 12" 12" RCP @ 0.28% ST A : 0 + 1 0 EX C B RI M : 2 7 . 8 9 IN V I N : 2 2 . 7 9 ( 1 2 " E ) IN V O U T : 2 2 . 7 9 ( 1 2 " W ) SDCB-365 EXISTING GRADE PROPOSED GRADE APPROXIMATE EX. WATER TO BE ABANDONED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 6 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 1 : 1 7 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 7 - P H A S E 2 S T O R M - P P - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' MSS ZEV AWB STORM PLAN & PROFILE 2 OF 3 C6.6 53 OF 71 R-431353 N 0 SCALE 1" = 30 60 30' MBX KEYPLAN N 0 SCALE 1" = 30 60 30' MBX KEYPLAN N 0 SCALE 1" = 30 60 30' MBX KEYPLAN 2 8''W 10 ' ' W 8''W 8''W 8''W 8''W 10 ' ' W 10 ' ' W TA X I W A Y A 6 SD SD SD SD 8' ' W 10''W 8' ' W 8' ' W 10''W10''W SDSD STORM CB35 TO CB34 217 LF OF 12" 12.0 inch Ductile Iron Pipe @ 0.13% ST A : 2 + 2 6 . 1 2 CB T Y P E 1 RI M : 2 4 . 0 6 IN V I N : 2 1 . 4 7 ( 1 2 " S ) IN V I N : 2 1 . 4 7 ( 1 2 " E ) IN V I N : 2 1 . 9 7 ( 6 " W ) IN V O U T : 2 1 . 4 7 ( 1 2 " N ) CB34 ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 3 . 7 1 IN V I N : 2 1 . 9 7 ( 6 " W ) IN V I N : 2 1 . 9 7 ( 1 2 " S E ) IN V I N : 2 1 . 9 7 ( 6 " N ) IN V O U T : 2 1 . 7 6 ( 1 2 " N ) CB35 APPROXIMATE EX. LIGHTING CONTRACTOR TO CONFIRM DEPTH EXISTING GRADE PROPOSED GRADE APPROXIMATE EX. LIGHTING CONTRACTOR TO CONFIRM DEPTH STORM CB34 TO CB33 ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 4 . 0 6 IN V I N : 2 1 . 4 7 ( 1 2 " S ) IN V I N : 2 1 . 4 7 ( 1 2 " E ) IN V I N : 2 1 . 9 7 ( 6 " W ) IN V O U T : 2 1 . 4 7 ( 1 2 " N ) CB34 32 LF OF 12" 12" RCP @ 0.50% ST A : 0 + 4 1 . 6 5 CB T Y P E 1 RI M : 2 3 . 7 0 IN V I N : 2 1 . 8 0 ( 6 " S ) IN V O U T : 2 1 . 6 3 ( 1 2 " W ) CB33 EXISTING GRADE APPROXIMATE EX. TELE CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. AIR CONTRACTOR TO CONFIRM DEPTH ------------ APRIL 2025 35022.008.02 1" = 30' MSS ZEV AWB STORM PLAN & PROFILE 3 OF 3 C6.7 54 OF 71 R-431354 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 7 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 1 : 2 8 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 7 - P H A S E 2 S T O R M - P P - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 N 0 SCALE 1" = 30 60 30' MBX KEYPLAN N 0 SCALE 1" = 30 60 30' MBX KEYPLAN 2 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 5 S T O R M D E T A I L S 1 O F 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 1 : 3 9 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 0 - P H A S E 2 S T O R M - D T L S - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 R-431355 ------------ APRIL 2025 35022.008.02 NTS MSS ZEV AWB STORM DETAILS 1 OF 2 C6.8 55 OF 71 2 CATCH BASIN TYPE 1 - NON-AIRCRAFT RATED DRAINAGE INLET SCALE=NTS1 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 6 S T O R M D E T A I L S 2 O F 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 1 : 4 6 p m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 6 . 0 - P H A S E 2 S T O R M - D T L S - 0 9 0 1 1 9 0 0 0 . d w g TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 1.STABILIZE VERTICAL CLEANOUT TO PREVENT PIPE DAMAGE OR MOVEMENT. GENERAL NOTES: VARIES REFER TO UNDERDRAIN PLANS (SERIES C6) FOR INFORMATION 12" MIN. ABOVE TOP OF PIPE 6" UNDERDRAIN 24" 3" PERFORATED UNDERDRAIN PIPE UNDERDRAIN BEDDING 18" TRENCH WIDTH 6" 6" 3" UNDERDRAIN CLEANOUT UNDERDRAIN STAMPED COVER SCALE=NTS 6" PERFORATED UNDERDRAIN WITH GEOTEXTILE (D-705) DRAINAGE FILTER FABRIC (D-705) OVERLAP DRAINAGE FILTER FABRIC 12" MIN. AT TOP OF POROUS BACKFILL INVERT ELEVATIONS AS SHOWN ON LAYOUT SHEETS CAP FOR END CLEANOUT 6" PERFORATED UNDERDRAIN PIPE (P-705) 6"x4" 45° PVC WYE 24" MIN. VARIES POROUS BACKFILL (D-705) 6" PERFORATED UNDERDRAIN PIPE POROUS BACKFILL (D-705) FRAME AND LID 24"x24"x12" CONCRETE PAD (P-610) 6" PVC, 12" LONG 4" PVC PIPE 2" STD. LETTERING FLUSH WITH TOP UNDERDRAIN OUTFALL CONNECTION 6" CORE, SEAL WITH NON-SHRINK GROUT EXISTING OR PROPOSED STORM DRAINAGE STRUCTURE NON-PERFORATED PVC OUTFALL PIPE FINISHED GRADE POROUS BACKFILL (D-705)6" PERFORATED UNDERDRAIN PIPE (D-705) CLEANOUT MEASURING POINT 45° ELBOW CLEANOUT P-152 BACKFILL (12") POROUS BACKFILL (D-705)DRAINAGE FILTER FABRIC (D-705) SOIL CRUSHED AGGREGATE BASE COURSE (SEE PAVING DETAILS) ASPHALT SURFACE COURSE (SEE PAVING DETAILS) 6" MIN. ABOVE TOP OF PIPE 18" TRENCH WIDTH 6" 6" EARTH BACKFILL (P-152) DRAINAGE FILTER FABRIC (D-705) 3" CRUSHED ROCK BACKFILL (P-209) VARIES REFER TO UNDERDRAIN PLANS (SERIES C6) FOR INFORMATION ASPHALT STABILIZED BASE COURSE (SEE PAVING DETAILS) SCALE=NTS SCALE=NTS SCALE=NTSSCALE=NTS DE P T H VA R I E S PAVED AREAS UNPAVED AREAS TOP OF SUBGRADE CONTROLLED LOW STRENGTH MATERIAL (CLSM) (P-153) FOR TRENCH BACKFILL 4" WIDE UNDERGROUND UTILITY MARKING TAPE UTILITY LOCATE WIRE CRUSHED AGGREGATE PIPE BEDDING (P-209) SUITABLE NATIVE OR GRAVEL BORROW FOR TRENCH BACKFILL TOPSOILFINISHED GRADE MATCH EX. P-209 BASE COURSE 6" M I N . 12 " M I N . 6" M I N . PI P E O . D . PIPE O.D. TRENCH WIDTH SEE NOTE 1 1.PIPE TRENCH WIDTH SHALL BE: FOR OD >/= 18" : (1.5 X I.D.) + 18" FOR OD < 18": I.D. + 30" 2.ALL OPEN TRENCHES IN PAVEMENT SHALL BE NON-SKID PLATED, PINNED, SHIMMED OR BACKFILLED AND CAPPED WITH TEMPORARY HMA WHERE AUTHORIZED BY THE ENGINEER AT THE END OF EACH WORK DAY. 3.CONTRACTOR SHALL PROVIDE TEMPORARY TRENCH SHORING FOR ALL TRENCHES DEEPER THAN FOUR FEET. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR TRENCH SAFETY PER WAC 296-155. 2' MIN. FROM EDGE OF TRENCH TO PAVEMENT REMOVAL LIMIT TACK COAT ALL SIDES PIPE TRENCH SCALE=NTS GENERAL NOTES: FOLLOW CIVIL PLANS FOR PAVEMENT SECTION6" SOLID UNDERDRAIN OUTFALL PIPE R-431356 UNDERDRAIN OUTFALL PIPE SCALE=NTS SUBGRADE (P-152)SUBGRADE (P-152) (2) 45° BENDS Y-SHAPE, 3-WAY PVC CONNECTION FLOW FLOW CONNECT TO CLEANOUT UNDERDRAIN DUAL CONNECTOR SCALE=NTS ------------ APRIL 2025 35022.008.02 NTS MSS ZEV AWB STORM DETAILS 2 OF 2 C6.9 56 OF 71 2 24" EARTH BACKFILL (D-152) 12" 1 2 3 54 6 7 8 EX WATER/FIRE WATERLINE (SURVEYED) EX WATER/FIRE WATERLINE (PER RCD DWG) EX ISOLATION VALVE EX WATER MANHOLE EX BELOW GRADE FIRE HYDRANT EX ABOVE GRADE FIRE HYDRANT TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA EX ABANDONED WATER MAIN X''W X''W PRD RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA RUNWAY OBSTACLE FREE ZONE ABANDON EX FIRE WATERLINE PROPOSED FIRE WATERLINE PROPOSED CAP PROPOSED GATE VALVE PROPOSED ABOVE GRADE FIRE HYDRANT PROPOSED THRUST BLOCKW (ABAND) X''W///////// X''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 10 ' ' W 10 ' ' W 10 ' ' W P R D 10 ' ' W P R D 10 ' ' W P R D 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 1 2 ' ' W P R D BP: 0+00.00 PC: 2+26.69 PT : 5 + 0 1 . 5 8 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////// / / / / / / / / ///////////////////////////////////////////////////////////////////////// / / / / / / / / / / ///////////////////// 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 1 Ap r i l 0 9 , 2 0 2 5 0 8 : 4 1 : 4 7 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 7 . 0 - P H A S E 2 W A T R - 0 9 0 1 1 9 0 0 0 . d w g FIRE WATERLINE NOTES ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 1 OF 3 C7.1 57 OF 71 370 LF MA T C H L I N E , S E E S H E E T C7 . 2 H314 3'X4' CONC PAD H315 4'X8' CONC PAD APPROXIMATELY 70' TO ISOLATION VALVE EAST OF TEE EX 12" FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. SEE NOTE 3 THIS SHEET. EX 10" FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. SEE NOTE 3, THIS SHEET. PROTECT EX AIR (TYP) PROTECT EX 12" GV & 10"X12" TEE LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N NOTES 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORE SURFACE. 2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE. 3.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH LOCAL UTILITY LOCATES. 4.ANY WORK WITHIN THE ROFZ IS TO BE PERFORMED CONCURRENT WITH A RUNWAY CLOSURE. 5.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITH THE CIVIL SHEETS. 6.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL, LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY. 7.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATED AND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATER DEPARTMENT PER SPECIFICATIONS. 1051 LF H316 4'X8' CONC PAD ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153. EX VALVE TO BE ABANDONED IN PLACE. CONTRACTOR TO OPEN VALVE, REMOVE OPERATING NUT & VALVE CAN. LOCATIONS WITHIN PAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE RPR DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATER MANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET. DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT, STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVE EX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE. LOCATIONS WITHIN PAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE RPR. CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEE NOTE 6, THIS SHEET. CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ. SEE NOTE 6, THIS SHEET. THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.3. BELOW GRADE FIRE HYDRANT HOUSED IN STEEL EGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS 2'(W) X 3'(L) X 6"(D). BELOW GRADE FIRE HYDRANT HOUSED IN STEEL DOUBLE DOOR CONCRETE VAULT W/ APPROXIMATE DIMENSIONS 3'(W) X 6'(L) X 1'(D). INSTALL 10" BLIND FLANGE ON EX 8"X10" CROSS, SEE NOTE 6, THIS SHEET. 2 EX. CITY OF RENTON HYDRANT HYD-N-00386 (PROTECT IN PLACE) EX. CITY OF RENTON HYDRANT HYD-N-00268 (PROTECT IN PLACE) 4/11/2025 10 ' ' W P R D 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PR D 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 8''W8''W 8''W 8''W 10 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W BP : 0 + 0 0 . 0 0 TAXIWAY A TA X I W A Y A 6 W. PERIMET E R R D . RUNWAY 16-34 4' ' A W (ABAND) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W (ABAND) W (ABAND) W (ABAND) W (ABAND) W (ABAND) W (ABAND) W (ABAND) //////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////////////// / / CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 6+0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 X''W X''W PRD RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA RUNWAY OBSTACLE FREE ZONE ABANDON EX FIRE WATERLINE PROPOSED FIRE WATERLINE PROPOSED CAP PROPOSED GATE VALVE PROPOSED ABOVE GRADE FIRE HYDRANT PROPOSED THRUST BLOCK REPAIR TO EX COMPRESSED AIR4''A EX WATER/FIRE WATERLINE (SURVEYED) EX WATER/FIRE WATERLINE (PER RCD DWG) EX ISOLATION VALVE EX WATER MANHOLE EX BELOW GRADE FIRE HYDRANT EX ABOVE GRADE FIRE HYDRANT TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA EX ABANDONED WATER MAINW (ABAND) X''W X''W ///////// R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 2 Ap r i l 0 9 , 2 0 2 5 0 8 : 4 2 : 0 4 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 7 . 0 - P H A S E 2 W A T R - 0 9 0 1 1 9 0 0 0 . d w g FIRE WATERLINE NOTES ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 2 OF 3 C7.2 58 OF 71 MA T C H L I N E , S E E S H E E T C7 . 1 MATCHLINE, SEE SHEET C7.3 H320 NO CONC PAD H319 4'X8' CONC PAD H317 4'X8' CONC PAD PROTECT EX AIR (TYP) LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N PROTECT EX TELEPHONE LINE 30 LF45 LF 257 LF 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORE SURFACE. 2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE. 3.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES. 4.ANY WORK WITHIN THE ROFZ IS TO BE PERFORMED CONCURRENT WITH A RUNWAY CLOSURE. 5.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITH THE CIVIL SHEETS. 6.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL, LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY. 7.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATED AND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT, & CITY OF RENTON WATER DEPARTMENT PER SPECIFICATIONS. NOTES H318 4'X8' CONC PAD EX 10" FIRE WATERLINE SEE NOTE 3, THIS SHEET PROTECT EX SIPHON CITY OF RENTON 12" W SEE NOTE 3, THIS SHEET PROTECT EX 7.5' TALL SECURITY FENCE 360 LF RESTORATION NOTES RESTORE CONTRACTOR IMPACTED OR DAMAGED EXISTING 4" HDPE COMPRESSED AIR, LENGTH AS REQUIRED OR DIRECTED BY THE RPR. ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153. DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATER MANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET. DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT, STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVE EX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE. LOCATIONS WITHIN PAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE RPR. CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEE NOTE 6, THIS SHEET. CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ. SEE NOTE 6, THIS SHEET. BELOW GRADE FIRE HYDRANT HOUSED IN STEEL EGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS 2'(W) X 3'(L) X 6"(D). BELOW GRADE FIRE HYDRANT HOUSED IN STEEL DOUBLE DOOR CONCRETE VAULT W/ APPROXIMATE DIMENSIONS 3'(W) X 6'(L) X 1'(D). REMOVE GATE VALVE FROM WITHIN MANHOLE AND CAP INTERIOR PIPING. REMOVE & DISPOSE OF MANHOLE COVER, FRAME, VALVE, AND TOP 1-FT OF 48" MANHOLE. BREAK MANHOLE BASE TO ALLOW FOR DRAINAGE. BACKFILL MANHOLE BASE PER P-101 & RESTORE SURFACE. 221 LF 701 LF EX. CITY OF RENTON HYDRANT HYD-N-00274 (PROTECT IN PLACE) 2 4/11/2025 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 10'' W P R D 10'' W P R D 10'' W P R D 1 0 ' ' W P R D EP : 6 + 4 6 . 8 4 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 6+ 0 0 6+ 4 7 EX WATER/FIRE WATERLINE (SURVEYED) EX WATER/FIRE WATERLINE (PER RCD DWG) EX ISOLATION VALVE EX WATER MANHOLE EX BELOW GRADE FIRE HYDRANT EX ABOVE GRADE FIRE HYDRANT TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA X''W X''W PRD RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA RUNWAY OBSTACLE FREE ZONE ABANDON EX FIRE WATERLINE PROPOSED FIRE WATERLINE PROPOSED CAP PROPOSED GATE VALVE PROPOSED ABOVE GRADE FIRE HYDRANT PROPOSED THRUST BLOCK X''W///////// X''W ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 3 OF 3 C7.3 59 OF 71 MATCHLINE, SEE SHEET C7.2 R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 3 Ap r i l 0 9 , 2 0 2 5 0 8 : 4 2 : 2 4 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ C 7 . 0 - P H A S E 2 W A T R - 0 9 0 1 1 9 0 0 0 . d w g FIRE WATERLINE NOTES NOTES 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE, APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORE SURFACE. 2.EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. CONTRACTOR TO FIELD LOCATE & VERIFY EX ROUTING OF FIRE WATERLINE. 3.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMED CONCURRENT WITH A RUNWAY CLOSURE. 4.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITH CIVIL SHEETS. 5.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL, LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY. 6.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATED AND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATER DEPARTMENT PER SPECIFICATIONS. EX 10" FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. SEE NOTE 2, THIS SHEET. PROTECT EX 10"X12" CROSS AND GATE VALVES EX FIRE HYDRANT H308 PER RCD DWG (PROTECT IN PLACE) PROTECT EX 4" HDPE AIR LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N 310 LF EX 12" GATE VALVE APPROX. 143 LF ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153. DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATER MANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET. CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ. SEE NOTE 6, THIS SHEET. INSTALL 10" BLIND FLANGE ON EX 10" X 12" CROSS, SEE NOTE 5, THIS SHEET. THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.3. 2 4/11/2025 S. S. PA V E D S. PAVED S. PAVED S. S. AIRCRAFT PARKING AIRCRAFT PARKING S. PAVED PARKING S. S. S. PAVED S. S. PA V E D PAVED AIR C R A F T P A R K I N G S. S. S. S. S. S. AIR P O R T PR O P E R T Y S. S. S. S. S. S. S. PAVED PAVED PA V E D PA V E D S. S. S. S. AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E MP H15 MP H 15 MP H15 MP H 15 MP H 15 MP H15 M P H 15 PA V E D PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PARKING PAVED PA V E D PAVED AIR C R A F T P A R K I N G AIR P O R T PR O P E R T Y DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PA V E D PA V E D DENSE TREES PA V E D PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PARKING PAVED PA V E D PAVED AIR C R A F T P A R K I N G AIR P O R T PR O P E R T Y DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PA V E D PA V E D DENSE TREES PA V E D PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PARKING PAVED PA V E D PAVED AIR C R A F T P A R K I N G AIR P O R T PR O P E R T Y DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PA V E D PA V E D DENSE TREES R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E0 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 4 : 0 0 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E S O W P h a s e 2 - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 200' JDB DKP JPT ELECTRICAL SCOPE OF WORK PLAN E0.1 60 OF 71 N 0 SCALE 1" = 200 400 200 LEGEND: EXISTING ELECTRICAL CONDUIT/DUCT BANK CONDUIT OR DUCT TO BE REMOVED (SCH. G) CONDUIT OR DUCT TO BE REMOVED (SCH. K) PROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E. (SCH. G) PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E. (SCH. G) PROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E. (SCH. K) PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E. (SCH. K) EXISTING CONCRETE HANDHOLE PROPOSED CONCRETE HANDHOLE PROPOSED TAXIWAY EDGE LIGHT EXISTING RUNWAY THRESHOLD/END/EDGE LIGHT EXISTING AIRFIELD GUIDANCE SIGN PROPOSED AIRFIELD GUIDANCE SIGN ON NEW OR EXISTING BASE ABBREVIATIONS ALV AIRFIELD LIGHTING VAULT ATCT AIR TRAFFIC CONTROL TOWER A.T.S.AUTOMATIC TRANSFER SWITCH AWOS AUTOMATED WEATHER OBSERVATION SYSTEM BORE DIRECTIONAL BORE C, CNDT CONDUIT CCR CONSTANT CURRENT REGULATOR C.E.CONCRETE ENCASED CLSM CONTROLLED LOW STRENGTH MATERIAL P-153 D.B. DIRECT EARTH BURIAL (E) EXISTING EQUIPMENT OR FACILITY FAA FEDERAL AVIATION ADMINISTRATION HH HANDHOLE (L-115) MITL MEDIUM INTENSITY TAXIWAY LIGHTS (N)NEW EQUIPMENT OR FACILITY PAPI PRECISION APPROACH PATH INDICATOR P.O.C. POINT OF CONNECTION (WITH EXISTING CONDUIT OR DUCT) PVC POLYVINYLCHLORIDE: CONDUIT MATERIAL QTY QUANTITY (R) REMOVE EQUIPMENT OR FACILITY (RR)REMOVE AND REPLACE EQUIPMENT OR FACILITY RDR RUNWAY DISTANCE REMAINING REIL RUNWAY END INDICATOR LIGHT RSA RUNWAY SAFETY AREA R/W, RWY RUNWAY SCH SCHEDULE TSA TAXIWAY SAFETY AREA T/W, TWY TAXIWAY TYP.TYPICAL U.O.N. UNLESS OTHERWISE NOTED RUNWAY 16-34 TAXIWAY ATAXIWAY A TAXIWAY A A7 A5 A4 A3 A2 A1 E1.1 E2.1 E1.2 E2.2 E1.3 E2.3 A6 2 SCOPE OF WORK - SCHEDULE G: INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHTS WITH NEW ISOLATION TRANSFORMERS A)NEW L-861T(L) LED TAXIWAY EDGE LIGHTS ON EXISTING L-867 BASE CANS FOR AREAS UNAFFECTED BY GRADING OPERATIONS. (BID ITEM #227) B)NEW L-861T(L) LED TAXIWAY EDGE LIGHTS AND BASE CAN EXTENSION AND/OR SPACERS ON EXISTING L-867 BASE CANS FOR AREAS IMPACTED BY GRADING OPERATIONS. PROVIDE BASE CAN EXTENSIONS AND/OR SPACERS FOR BASE CANS WHERE GRADING OPERATIONS REQUIRE MORE THAN 1-INCH OF CUT OR UP TO 6-INCHES OF FILL. (BID ITEM #228) C)NEW L-861T(L) LED TAXIWAY EDGE LIGHTS ON NEW L-867 BASE CANS FOR AREAS IMPACTED BY GRADING OPERATIONS WHERE THERE WILL BE MORE THAN 1-INCH OF CUT OR MORE THAN 6-INCHES OF FILL. (BID ITEM #229) INSTALL NEW SIZE 2 L-858(L) LED AIRFIELD GUIDANCE SIGNS ON EXISTING CONCRETE BASES UNLESS OTHERWISE NOTED BY GRADING OPERATION IMPACTS. INSTALL A NEW SIGN BASE WHERE GRADING OPERATIONS REQUIRE MORE THAN 4-INCHES OF CUT. INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE IN AREAS IMPACTED BY GRADING OPERATIONS WHERE THERE WILL BE MORE THAN 4-INCHES OF CUT. INSTALL NEW CONDUIT IN AREAS IMPACTED BY GRADING OPERATIONS AND/OR WHERE BASE CANS WILL BE REPLACED. PULL NEW L-824 5KV AIRFIELD CABLING IN EXISTING OR NEW CONDUIT TO POWER ALL TAXIWAY EDGE LIGHTS INSTALLED IN THE PHASE 1 LIMITS. SCOPE OF WORK - SCHEDULE K: INSTALL NEW L-861T(L) LED TAXIWAY EDGE LIGHTS WITH NEW ISOLATION TRANSFORMERS ON NEW L-867 BASE CANS FOR ALL TAXIWAY EDGE LIGHTS LOCATED WITHIN THE PHASE 1 LIMITS. (BID ITEM #290) INSTALL NEW SIZE 2 L-858(L) AIRFIELD GUIDANCE SIGNS ON EXISTING CONCRETE BASES UNLESS OTHERWISE NOTED DUE TO GRADING IMPACTS. INSTALL A NEW SIGN BASE WHERE GRADING OPERATIONS REQUIRE MORE THAN 4-INCHES OF CUT. INSTALL NEW CONDUIT FOR ENTIRE TAXIWAY EDGE LIGHTING SYSTEM WITHIN THE PHASE 1 PROJECT LIMITS. INSTALL NEW 2-2" CONCRETE ENCASED CONDUIT FOR ALL CONDUIT CROSSINGS UNDER FULL STRENGTH PAVEMENT TO SEGREGATE TAXIWAY AND RUNWAY CIRCUITS. PULL NEW L-824 5KV AIRFIELD CABLING IN NEW CONDUIT TO POWER ALL TAXIWAY EDGE LIGHTS INSTALLED IN THE PHASE 1 PROJECT LIMITS. INSTALL NEW L-824 5KV AIRFIELD CABLING AS REQUIRED TO RE-ESTABLISH ANY SEGMENTS OF DISTURBED RUNWAY CIRCUIT. INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLES AT ALL DUCT CROSSINGS UNDER FULL STRENGTH PAVEMENT. BID QUANTITY TABULATION NOTES: 1)IF SCHEDULE K IS SELECTED, SCHEDULE G QUANTITIES FOR TAXIWAY EDGE LIGHTS FOR BID ITEMS #227 AND #228 SHOULD BE DEDUCTED AND REPLACED WITH AN EQUIVALENT QUANTITY FOR TAXIWAY EDGE LIGHTS UNDER BID ITEM #290. ELECTRICAL CONSTRUCTION TAG NOTES: MULTIPLE KEY NOTES APPLIED TO THE SAME ITEM SHOULD BE READ INDEPENDENTLY FROM ONE ANOTHER. IF SCHEDULE K IS SELECTED, THE KEY NOTE FOR SCHEDULE K SHALL SUPERCEDE THE NOTE LISTED FOR SCHEDULE G. SEE SCOPE OF WORK DESCRIPTION FOR SCHEDULE K FOR BID QUANTITY TABULATION NOTES REGARDING TAXIWAY EDGE LIGHTS. KEY NOTES LEGEND ELECTRICAL DEMOLITION NOTES - SCHEDULE G ELECTRICAL DEMOLITION NOTES - SCHEDULE K ELECTRICAL CONSTRUCTION NOTES - SCHEDULE G ELECTRICAL CONSTRUCTION NOTES - SCHEDULE K 2 SCOPE OF WORK - SCHEDULE J: INSTALL NEW GROUND WELLS FOR BOEING APRON B AIRCRAFT STAND GROUNDING SYSTEM. CADWELD NEW COPPER GROUND WIRE TO GROUND ROD. INSTALL NEW COPPER GROUND WIRE IN NEW 1" PVC CONDUIT. INTERCEPT EXISTING GROUNDING SYSTEM CONDUIT AT EDGE OF APRON. ELECTRICAL DEMOLITION/CONSTRUCTION NOTES - SCHEDULE J 4/11/25 M P H 1 5 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 TYP. TYP. TYP. MBX KEYPLAN R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E1 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 4 : 3 6 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 1 . 0 - P h a s e 2 E L E C D E M O - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 1 OF 2 E1.1 61 OF 71 MA T C H L I N E , S E E S H E E T E1 . 2 ELECTRICAL DEMOLITION NOTES - SCHEDULE G N 0 SCALE 1" = 40 80 40 ELECTRICAL DEMOLITION NOTES - SCHEDULE K 2 BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. GENERAL NOTES: 1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOT SPECIFICALLY CALLED OUT FOR DEMOLITION. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FOR TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 2 LIMITS. CONTRACTOR IS ONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A WITHIN THE HOMERUN DUCT BANK. 4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTING PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARY CIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THE RUNWAY CIRCUIT WILL BE DISTURBED. // // // // // // // // ELECTRICAL DEMOLITION NOTES - SCHEDULE J REMOVE EXISTING GROUND ROD STATION DURING GRADING AND PAVEMENT DEMOLITION ACTIVITIES. REMOVE EXISTING GROUND CONDUIT UP TO APRON B PAVEMENT LIMITS. SEE CIVIL DEMOLITION PLANS FOR EXTENTS. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIM D-1557. REMOVE EXISTING ELECTRICAL HANDHOLE. REMOVE EXISTING CONDUIT/DUCT AND CABLING. PULL RUNWAY CABLES BACK TO NEAREST JUNCTION POINT FOR RECONNECTION. CONTRACTOR TO PROVIDE TEMPORARY CONDUIT/CABLING AS NECESSARY TO MAINTAIN OPERATION OF THE RUNWAY CIRCUIT. SAWCUTTING OF EXISTING PAVEMENT AND BACKFILL IS INCIDENTAL TO THE CONDUIT/DUCT REMOVAL. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE. PROTECT EXISTING HANDHOLE IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. REMOVE EXISTING ELEVATED RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND BASE CAN. SALVAGE LIGHT FIXTURE AND ISOLATION TRANSFORMER FOR REINSTALLATION ON NEW BASE CAN. 4/11/25 MBX KEYPLAN PAVED PAVED PA V E D AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E O N E TAXIWAY A TAX I W A Y A 5 TA X I W A Y A 6 RUNWAY 16-34 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 TYP. TYP. TYP. TYP. R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E1 . 2 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 5 : 4 1 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 1 . 0 - P h a s e 2 E L E C D E M O - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 2 OF 2 E1.2 62 OF 71 MA T C H L I N E , S E E S H E E T E1 . 1 N 0 SCALE 1" = 40 80 40 ELECTRICAL DEMOLITION NOTES - SCHEDULE G ELECTRICAL DEMOLITION NOTES - SCHEDULE K 2 GENERAL NOTES: 1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOT SPECIFICALLY CALLED OUT FOR DEMOLITION. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FOR TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 2 LIMITS. CONTRACTOR IS ONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A WITHIN THE HOMERUN DUCT BANK. 4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTING PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARY CIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THE RUNWAY CIRCUIT WILL BE DISTURBED. BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. // // ELECTRICAL DEMOLITION NOTES - SCHEDULE J REMOVE EXISTING GROUND ROD STATION DURING GRADING AND PAVEMENT DEMOLITION ACTIVITIES. REMOVE EXISTING GROUND CONDUIT UP TO APRON B PAVEMENT LIMITS. SEE CIVIL DEMOLITION PLANS FOR EXTENTS. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIM D-1557. REMOVE EXISTING ELECTRICAL HANDHOLE. REMOVE EXISTING CONDUIT/DUCT AND CABLING. PULL RUNWAY CABLES BACK TO NEAREST JUNCTION POINT FOR RECONNECTION. CONTRACTOR TO PROVIDE TEMPORARY CONDUIT/CABLING AS NECESSARY TO MAINTAIN OPERATION OF THE RUNWAY CIRCUIT. SAWCUTTING OF EXISTING PAVEMENT AND BACKFILL IS INCIDENTAL TO THE CONDUIT/DUCT REMOVAL. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE. PROTECT EXISTING HANDHOLE IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION. REMOVE EXISTING IN-PAVEMENT RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND BASE CAN. SALVAGE RUNWAY EDGE LIGHT FIXTURE AND ISOLATION TRANSFORMER FOR REINSTALLATION ON NEW L-868 BASE CAN. 4/11/25 MBX KEYPLAN M P H 1 5 R-01 S-02 S-01 L-17 L-18 L-22 L-13 L-14 L-15 L-16 L-19 L-20 L-21 L-23 L-24 L-25 L-01 L-02 L-03 L-04 L-05 L-06 L-07 L-08 L-10 L-11 L-12 L-09 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 9 16 9 9 1 1 1 1 2 2 2 3 TYP. 99 1 1 1 1 1 4 4 9 9 9 9 3TYP. 9 13 7 12 4 4 5 6 6 9 10 15 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E2 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 6 : 3 4 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 2 . 0 - P h a s e 2 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 2 E2.1 63 OF 71 N 0 SCALE 1" = 40 80 40 ELECTRICAL CONSTRUCTION NOTES - SCHEDULE G ELECTRICAL CONSTRUCTION NOTES - SCHEDULE K MA T C H L I N E , S E E S H E E T E2 . 2 2 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELD CABLING THROUGH NEW OR EXISTING CONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 2 LIMITS. 4. ALL WORK DESCRIBED IN SCHEDULE J SHALL BE INCLUDED IN THE PER EACH PRICE OF BID ITEM #280 BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. ELECTRICAL CONSTRUCTION NOTES - SCHEDULE J INSTALL NEW GROUND ROD STATION WITH 10'x 3/4" GROUND ROD IN L-868 STYLE B BASE CAN WITH BLANK STEEL COVER. INSTALL NEW #6 BARE COPPER WIRE IN 1" PVC CONDUIT. CADWELD NEW GROUND WIRE TO NEW GROUND ROD IN GROUND ROD STATION. SEE CIVIL PLANS FOR NEW PAVEMENT LIMITS OF CONSTRUCTION. INTERCEPT EXISTING 1" GROUNDING CONDUIT WITH NEW 1" CONDUIT. REPAIR CONDUIT AND SEAL TO PREVENT EXTERNAL MOISTURE FROM ENTERING. CADWELD NEW GROUND WIRE TO EXISTING GROUND WIRE. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #290) INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE. INTERCEPT EXISTING CONDUIT TO SIGN OUTSIDE EXISTING SIGN BASE. REPAIR AND SEAL CONDUIT TO PREVENT MOISTURE FROM ENTERING. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. PROVIDE LOCALIZED GRADING AS NEEDED AROUND EXISTING BASECAN SO MAXIMUM REVEAL DOES NOT EXCEED 1" ABOVE FINISHED GRADE. (BID ITEM #227) 1 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN, INCLUDING BASE CAN EXTENSION AND/OR SPACER RINGS, WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #228) 2 PROTECT EXISTING CONDUIT/DUCT IN PLACE.3 PROTECT EXISTING HANDHOLE IN PLACE.4 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5 PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6 INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.7 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #229) 9 REINSTALL SALVAGED ELEVATED RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-867 BASE CAN WITH NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 10 INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALL EXISTING CIRCUITS DISTURBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEAREST JUNCTION STRUCTURE. 12 INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.13 INTERCEPT EXISTING CONDUIT TO SIGN OUTSIDE EXISTING SIGN BASE. REPAIR AND SEAL CONDUIT TO PREVENT MOISTURE FROM ENTERING. 15 INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND L-824 5KV AIRFIELD CABLING TO SEGREGATE RUNWAY CIRCUIT CABLING FOR SIGN FROM THE TAXIWAY CIRCUIT CONDUIT. 16 4/11/25 MBX KEYPLAN AH E A D LA N E ON E PAVED PAVED PA V E D AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E O N E R-02 S-05 S-03 S-04 R-03 L-48 L-44 L-45 L-46 L-47 L-49 L-50 L-51 L-54 L-55 L-52 L-53 L-25 L-26 L-27 L-28 L-33 L-42L-41L-40 L-39 L-34 L-43 L-29 L-30 L-31 L-32 L-38 L-37 L-36 L-35 TAXIWAY A TAX I W A Y A 5 TA X I W A Y A 6 RUNWAY 16-34 CONSTRUCTION PHASE 2 3 TYP. 4 CONSTRUCTION PHASE 1 3 TYP.3 TYP. 3 TYP. 3 TYP. 1 1 1 1 9 4 8 14 4 4 7 5 5 11 1 9 9 9 1 1 9 9 9 1 1 1 1 16 4 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E2 . 2 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 7 : 3 4 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 2 . 0 - P h a s e 2 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 2 E2.2 64 OF 71 MA T C H L I N E , S E E S H E E T E2 . 1 N 0 SCALE 1" = 40 80 40 ELECTRICAL CONSTRUCTION NOTES - SCHEDULE G ELECTRICAL CONSTRUCTION NOTES - SCHEDULE K 2 BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. PROTECT EDGE LIGHT IN PLACE ELECTRICAL CONSTRUCTION NOTES - SCHEDULE J GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELD CABLING THROUGH NEW OR EXISTING CONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 2 LIMITS. 4. ALL WORK DESCRIBED IN SCHEDULE J SHALL BE INCLUDED IN THE PER EACH PRICE OF BID ITEM #280 INSTALL NEW GROUND ROD STATION WITH 10'x 3/4" GROUND ROD IN L-868 STYLE B BASE CAN WITH BLANK STEEL COVER. INSTALL NEW #6 BARE COPPER WIRE IN 1" PVC CONDUIT. CADWELD NEW GROUND WIRE TO NEW GROUND ROD IN GROUND ROD STATION. SEE CIVIL PLANS FOR NEW PAVEMENT LIMITS OF CONSTRUCTION. INTERCEPT EXISTING 1" GROUNDING CONDUIT WITH NEW 1" CONDUIT. REPAIR CONDUIT AND SEAL TO PREVENT EXTERNAL MOISTURE FROM ENTERING. CADWELD NEW GROUND WIRE TO EXISTING GROUND WIRE. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #290) INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE. INTERCEPT EXISTING CONDUIT TO SIGN OUTSIDE EXISTING SIGN BASE. REPAIR AND SEAL CONDUIT TO PREVENT MOISTURE FROM ENTERING. INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALL EXISTING CIRCUITS DISTURBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEAREST JUNCTION STRUCTURE. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. PROVIDE LOCALIZED GRADING AS NEEDED AROUND EXISTING BASECAN SO MAXIMUM REVEAL DOES NOT EXCEED 1" ABOVE FINISHED GRADE. (BID ITEM #227) 1 PROTECT EXISTING CONDUIT/DUCT IN PLACE.3 PROTECT EXISTING HANDHOLE IN PLACE.4 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5 INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.7 INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.8 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #229) 9 REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-868 BASE CAN WITH NEW L-824 5KV AIRFIELD CABLING AND L-823 CONNECTOR KIT. 11 INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.14 INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND L-824 5KV AIRFIELD CABLING TO SEGREGATE RUNWAY CIRCUIT CABLING FOR SIGN FROM THE TAXIWAY CIRCUIT CONDUIT. 16 4/11/25 L-861T FIXTURE DATA TABLE FIXT-NUM STA OFF BASE CIRCUIT Lens DETAIL L-01 'TWY A' 3+40.91 120.66' LT.L-867B TWY A BLU E3.1 L-02 'TWY A' 3+10.77 90.43' LT.L-867B TWY A BLU E3.1 L-03 'TWY A' 2+74.03 69.70' LT.L-867B TWY A BLU E3.1 L-04 'TWY A' 2+33.42 61.69' LT.L-867B TWY A BLU E3.1 L-05 'TWY A' 2+13.53 92.73' RT.L-867B TWY A BLU E3.1 L-06 'TWY A' 2+26.96 74.99' RT.L-867B TWY A BLU E3.1 L-07 'TWY A' 2+59.72 59.30' RT.L-867B TWY A BLU E3.1 L-08 'TWY A' 2+97.39 59.31' RT.L-867B TWY A BLU E3.1 L-09 'TWY A' 3+59.73 62.59' RT.L-867B TWY A BLU E3.1 L-10 'TWY A' 4+37.19 58.65' RT.L-867B TWY A BLU E3.1 L-11 'TWY A' 4+62.57 56.18' RT.L-867B TWY A BLU E3.1 L-12 'TWY A' 5+27.25 58.60' RT L-867B TWY A BLU E3.1 L-13 'TWY A' 5+79.01 58.60' RT L-867B TWY A BLU E3.1 L-14 'TWY A' 6+31.87 58.60' RT L-867B TWY A BLU E3.1 L-15 'TWY A' 6+82.06 58.60' RT L-867B TWY A BLU E3.1 L-16 'TWY A' 6+91.07 88.15' RT L-867B TWY A BLU E3.1 L-17 'TWY A' 7+41.05 88.15' RT L-867B TWY A BLU E3.1 L-18 'TWY A' 8+10.58 88.15' RT L-867B TWY A BLU E3.1 L-19 'TWY A' 8+80.53 88.15' RT L-867B TWY A BLU E3.1 L-20 'TWY A' 9+29.62 88.15' RT L-867B TWY A BLU E3.1 L-21 'TWY A' 9+27.89 41.57' RT.L-867B TWY A BLU E3.1 L-22 'TWY A' 9+41.39 31.50' RT L-867B TWY A BLU E3.1 L-23 'TWY A' 9+91.47 31.50' RT L-867B TWY A BLU E3.1 L-24 'TWY A' 11+24.45 31.50' RT L-867B TWY A BLU E3.1 L-25 'TWY A' 13+07.27 31.50' RT L-867B TWY A BLU E3.1 L-26 'TWY A' 14+90.90 31.50' RT L-867B TWY A BLU E3.1 L-27 'TWY A' 16+72.97 31.50' RT L-867B TWY A BLU E3.1 L-28 'TWY A' 16+86.27 42.11' RT.L-867B TWY A BLU E3.1 L-29 'TWY A' 16+86.49 57.36' RT.L-867B TWY A BLU E3.1 L-30 'TWY A' 16+64.72 103.09' RT.L-867B TWY A BLU E3.1 L-31 'TWY A' 16+39.54 147.20' RT.L-867B TWY A BLU E3.1 L-32 'TWY A' 16+18.39 172.41' RT.L-867B TWY A BLU E3.1 L-33 'TWY A' 15+91.90 188.09' RT.L-867B TWY A BLU E3.1 L-34 'TWY A' 17+33.46 185.78' RT.L-867B TWY A BLU E3.1 L-35 'TWY A' 17+17.89 163.00' RT.L-867B TWY A BLU E3.1 L-36 'TWY A' 17+19.08 134.80' RT.L-867B TWY A BLU E3.1 L-37 'TWY A' 17+32.13 111.00' RT.L-867B TWY A BLU E3.1 L-38 'TWY A' 17+46.04 88.86' RT.L-867B TWY A BLU E3.1 L-39 'TWY A' 17+84.79 42.33' RT.L-867B TWY A BLU E3.1 L-40 'TWY A' 18+06.73 31.50' RT L-867B TWY A BLU E3.1 L-41 'TWY A' 18+56.59 31.50' RT L-867B TWY A BLU E3.1 L-42 'TWY A' 19+60.82 31.50' RT L-867B TWY A BLU E3.1 L-43 'TWY A' 21+14.52 31.50' RT L-867B TWY A BLU E3.1 SIGN DATA TABLE SIGN-NUM STA OFF DETAIL CIRCUIT # OF MODULES S-01 'TWY A' 3+88.79 79.10' RT.E3.04 TWY A 2 S-02 EXIST EXIST E3.04 TWY A 1 S-03 EXIST EXIST E3.04 TWY A 1 S-04 EXIST EXIST E3.04 TWY A 2 S-05 EXIST EXIST E3.04 TWY A 4 RUNWAY FIXTURE DATA TABLE FIXT-NUM STA OFF BASE CIRCUIT Lens DETAIL R-01 'TWY A' 2+09.74 92.89' RT.L-867B RWY YEL | RED E3.1 R-02 'TWY A' 16+22.79 190.47' RT.L-868B RWY WHT | WHT E3.2 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E2 . 4 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 7 : 5 5 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 2 . 0 - P h a s e 2 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLES E2.3 65 OF 71 2 LIGHT FIXTURE STAKING NOTE: STATION/OFFSET SHOULD BE FIELD VERIFIED TO CONFIRM THAT TAXIWAY EDGE LIGHT BASE CANS ARE INSTALLED MINIMUM 2FT BUT NOT TO EXCEED 10FT FROM MARKED TAXIWAY PAVEMENT EDGE. 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 8 : 0 2 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 3 . 0 - E L E C D E T A I L S - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DETAILS 1 OF 5 E3.1 66 OF 71 2 ELEVATED TAXIWAY EDGE LIGHT FIXTURE ON EXISTING BASECAN GENERAL NOTE: ALL HARDWARE (BOLTS, NUTS & WASHERS) SHALL BE STAINLESS STEEL PER SPECIFICATIONS. FRANGIBLE COUPLING LIGHT BASE COVER MEDIUM INTENSITY LED TAXIWAY EDGE LIGHT L-861T(L) BELL END FITTING, EXTEND 1-1/2" INTO BASE CAN. NATIVE SOIL L-867, CLASS 1, 12" DIA, (24" DEEP) LIGHT BASE COUPLING & CONDUIT EXTENSION INTO BASE. NOTE: SHOULD SIGNIFICANT MISALIGNMENT OCCUR BETWEEN THE CONDUIT AND BASE CENTERLINE, THE LIMITED USE OF LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE ALLOWED. 6" L-823 CONNECTOR KIT (N) 2" PVC CONDUIT SUBGRADE L-830 ISOLATION TRANSFORMER SET ON BRICK PER FAA STDS 10' COIL OF SLACK CONDUCTOR (FROM CONDUIT TO TRANSFORMER) 48" LENGTH OF #6 BC GROUND. BOND TO 3-HOLE BASE GROUNDING LUG & BOLT TO FIXTURE BASE PLATE GROUNDING LUG. #6 BC GROUND CONNECT TO INTERNAL BASE 3-HOLE GROUNDING LUG. BEDDING/BACKFILL PER SPECS (N) 2" PVC CONDUIT P-610 (4000 PSI) CONCRETE ENCASEMENT 6" ALL AROUND INSTALL 3/4" Ø X 10' COPPER GROUND ROD, SEE DETAILS ON DRAWING. MIN. 6" OF 3/4" GRAVEL BEDDING/BACKFILL 22" NOMINAL 24"x24"x24" SUMP, FILL WITH NOMINAL 3/4" AGGREGATE 1" PVC DRAIN PIPE, SET AT BOTTOM OF BASE CAN POINT OF REFERENCE - CENTER OF BASE CAN, SEE DATA TABLES ELEVATED TAXIWAY EDGE LIGHT FIXTURE ON NEW BASE CAN 14" FRANGIBLE COUPLING LIGHT BASE COVER MEDIUM INTENSITY LED TAXIWAY EDGE LIGHT L-861T(L) (E) L-867 BASE CAN 6" L-823 CONNECTOR KIT (E) 2" PVC CONDUIT (N) L-830 ISOLATION TRANSFORMER SET ON BRICK PER FAA STDS 10' COIL OF SLACK CONDUCTOR (FROM CONDUIT TO TRANSFORMER) 48" LENGTH OF #6 BC GROUND. BOND TO 3-HOLE BASE GROUNDING LUG & BOLT TO FIXTURE BASE PLATE GROUNDING LUG. (E) 2" PVC CONDUIT POINT OF REFERENCE - CENTER OF BASE CAN, SEE DATA TABLES 14" NOTE: SEE DETAILS A AND B BELOW FOR CUT/FILL CONDITIONS REQUIRED FOR REUSED BASE CANS WHERE EXISTING CONDITIONS ARE IMPACTED BY GRADING OPERATIONS. LOCALIZED GRADING FOR 1-INCH OR LESS OF CUT AROUND EXISTING BASE CAN UP TO 1" VARIABLE DEPTH CUT PROVIDE LOCALIZED GRADING WITH NATIVE BACKFILL SO BASE CAN DOES NOT EXCEED 1-INCH REVEAL ABOVE FINISHED GRADE. COMPACT TO 95%. INSTALLATION OF BASE CAN EXTENSION AND/OR SPACER RING(S) FOR GRADING UP TO 6-INCHES OF FILL AROUND EXISTING BASE CAN EXISTING NATIVE MATERIAL EXISTING NATIVE MATERIAL VARIABLE DEPTH BACKFILL, REFER TO CIVIL PLANS FOR GRADING DETAILS. UP TO 6" VARIABLE DEPTH FILL BASE CAN EXTENSION MAXIMUM (3) SPACERS AS REQUIRED (1/4" MINIMUM, 1" MAXIMUM)6"BACKFILL 6" SURROUND TO SURFACE WITH: 1)CLSM IF FILL IS 3" OR LESS 2)P-610 IF FILL IS 3 - 6" NATIVE SOIL 4/11/25 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DETAILS 2 OF 5 E3.2 67 OF 71 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 2 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 8 : 1 0 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 3 . 0 - E L E C D E T A I L S - 0 9 0 1 1 9 0 0 0 . d w g VARIABLE DEPTH ASPHALT PAVEMENT CONCRETE ENCASEMENT (P-610) 12" ALL AROUND LOWER SECTION OF BASE 24" DEEP SIZE 'B' L-868 BASE L-830 ISOLATION TRANSFORMER SET ISOLATION TRANSFORMER ON BRICK PER FAA STANDARDS #6 BC CONNECT FROM EXTERNAL BASE GROUNDING LUG TO GROUND ROD BELL END EXTEND 1-12" INTO BASE (TYP.) 6' COIL OF SLACK CONDUCTOR 12" DIA SUBGRADE, SEE CIVIL DRAWINGS 3" 12" MIN. IN-PAVEMENT EDGE LIGHT FIXTURE FLANGE RING, ONE SPACER (1/2", 1/4" OR 1/8" AS REQUIRED) AND 4" EXTENSION WITH P-605 SEALANT BETWEEN BASE CAN AND ASPHALT PAVEMENT #6 B.C. COUNTERPOISE AT TOP OF CONCRETE ENCASEMENT 2" PVC CONDUIT WITH MIN. 3" CONCRETE SURROUND (TYP BOTH SIDES, OTHER SIDE NOT SHOWN FOR CLARITY OF STRUCTURAL SECTION) REBAR CAGE, SEE DETAIL 3 THIS SHEET 36" DIA. EXCAVATION 48" LENGTH OF #6 BC GROUND. CONNECT TO INTERNAL BASE 3-HOLE GROUNDING LUG & BOLT TO FIXTURE BASE PLATE. BASE/FIXTURE ALIGNMENT NOTES: BASE SHALL BE INSTALLED TO ASSURE: 1.FIXTURE IS LEVEL IN BOTH AXES. 2.FIXTURE ALIGNMENT IS PARALLEL TO THE R/W CENTERLINE. 3.THE "UPHILL" SIDE, TOP OF FIXTURE FLANGE IS FLUSH W/PAVEMENT. CONCRETE SUPPORT BLOCK, (MIN 3) NO. 5 REBAR, BOTH DIRECTIONS, WIRE TIE ALL INTERSECTIONS 24" 24" 6" TYP. 6" TYP. ISO-ELEVATION PLAN (5) NO. 5, 20" LONG REBARS EQUAL SPACING (72 DEG.), WELDED TO RING (INSIDE) NO. 3 REBAR, (4) CONTINUOUS RING SPIRALS SPACED AT 6" +/- BETWEEN, 24" NOMINAL DIAMETER PVC CONDUIT L-868 BASE SIZE 'B'MIN. 3" CLEAR EDGE OF CORE DRILL REBAR MAT MIN. 3" CLEAR 3" MIN BOTTOM OF EXCAVATION REBAR MAT IN-PAVEMENT RUNWAY EDGE LIGHT FIXTURE ON NEW L-868 BASECAN REINFORCING STEEL FOR IN-PAVEMENT FIXTURECONDUIT REPAIR 1.MEASUREMENT SHALL BE THE NUMBER OF 5' REPLACED SECTIONS OF CONDUIT COMPLETED IN PLACE INCLUDING SPLICING, NEW CONDUIT, BACKFILL, COMPACTION, COUNTERPOSE, PLASTIC, WARNING TAPE, TOPSOIL, AND SEEDING. 2.PAYMENT SHALL BE AT THE CONTRACT UNIT PRICE FOR "CONDUIT REPAIR" PER EACH 5' REPLACED SECTION. THIS PRICE SHALL BE FULL COMPENSATION FOR FURNISHING ALL LABOR, EQUIPMENT, MATERIALS, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. NOTES: 5' MIN FINISH GRADE PATCH EXISTING CONDUIT, MATCH EXISTING (TYP) SURFACE RESTORATION, 2" TOPSOIL AND SEED PER T-901 BACKFILL WITH NATIVE EXCAVATED MATERIAL COMPACT TO 95% OF ASTM D-1557 VARIABLE DEPTH PCC PAVEMENT TO REMAIN. SEE CIVIL DRAWINGS FOR PAVEMENT SECTION 2 COUNTERPOISE CONDUCTOR, 6" ABOVE CONDUIT(S) DETECTABLE WARNING TAPE BURIED 6" ABOVE CONDUIT 4/11/25 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DETAILS 3 OF 5 E3.3 68 OF 71 NEW AIRFIELD GUIDANCE SIGN ON NEW BASE 12" DIA, 24" DEEP L-867 BASE WITH ISOLATION TFMR (NOTE 2). PROVIDE W/ BRICK SUPPORT PER FAA STDS. 2" PVC SWEEP POWER LEG/SUPPORT, VERIFY WITH EACH SIGN SIZE. #4 REBAR TIE COORDINATE W/ SIGN MANUFACTURER FOR EXACT BOLT PATTERN 1.VERIFY ALL DIMENSIONS OF SIGN FACES, SIGN PEDESTALS, AND SIGN FACE SPACING WITH MANUFACTURER BEFORE INSTALLATION. 2.PROVIDE NEW TRANSFORMERS WITH NEW SIGNS, SIZE PER MANUFACTURERS RECOMMENDATIONS. 3.SEE E2 SERIES DRAWINGS FOR SIGN CONTENTS AND LOCATIONS. 4.REFER TO DETAIL 3/E3.3 FOR GRADING DETAIL AROUND SIGN BASES AS REQUIRED TO MEET BASE REVEAL SLOPE REQUIREMENTS. REFER TO (DWGS E2 SERIES) FOR INDIVIDUAL SIGN SIZES. COORDINATE EXACT BASE DIMENSIONS WITH SIGN DIMENSIONS. NOTE: SIGN SIZE BASE DIMENSIONS ONE MODULE TWO MODULE THREE MODULE FOUR MODULE 2 72" L x 24" W 108" L x 24" W 144" L x 24" W 180" L x 24" W VERIFY WITH MFGR ANCHORS FOR SIGNS SHALL BE 1/2" DIA. HILTI QUICK BOLTS TYP. AT ALL NEW SIGN BASES. 4 EACH SUPPORT - VERIFY WITH MANUFACTURER DIM. PER MANUFACTURER. 2" PVC SWEEP 24"x24"x24" SUMP, FILL WITH NOMINAL 3/4" AGGREGATE 2" CONDUIT 3/4" X 10'-0" GROUND ROD W/ 2" C SLEEVE THROUGH CONCRETE FOUNDATION. 1" PVC DRAIN PIPE, SET AT BOTTOM OF BASE CAN POINT OF REFERENCE - NEAR EDGE OF SIGN SEE LAYOUT DRAWINGS FOR DIMENSION. FRANGIBLE COUPLING TYP ALL LEGS NEW FAA SIZE 2, CLASS 2 LIGHTED GUIDANCE SIGN 1" CHAMFER (TYP.) FINISH GRADE PRECAST P-610 CONCRETE BASE, SEE BASE DIMENSION SCHEDULE FOR LENGTH EXISTING MATERIAL 10 : 1 10 : 1 MA X . MA X . 4:1 MAX. DITCH GRADER LIMITS OF SIGN BASE GRADING WITHIN DITCH 4' MAXIMUM MODIFIED GRADING CONTOURS CONCRETE SIGN BASE PROPOSED GRADING R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 3 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 8 : 1 7 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 3 . 0 - E L E C D E T A I L S - 0 9 0 1 1 9 0 0 0 . d w g EXISTING L-867 BASE WITH NEW ISOLATION TRANSFORMER 2" PVC SWEEP POWER LEG/SUPPORT, VERIFY EXISTING LOCATION PRIOR TO ORDERING NEW SIGNS COORDINATE W/ SIGN MANUFACTURER FOR EXACT NEW BOLT PATTERN ANCHORS FOR SIGNS SHALL BE 1/2" DIA. HILTI QUICK BOLTS TYP. AT ALL NEW SIGN BASES. 4 EACH SUPPORT - VERIFY WITH MANUFACTURER DIM. PER MANUFACTURER. 2" PVC SWEEP 2" CONDUIT EXISTING GROUND ROD W/ 2" C SLEEVE THROUGH CONCRETE FOUNDATION. 12" EXISTING DRAIN PIPE, SET AT BOTTOM OF BASE CAN 30" FRANGIBLE COUPLING TYP ALL LEGS NEW FAA SIZE 2, CLASS 2 LIGHTED GUIDANCE SIGN 1" CHAMFER (TYP.) FINISH GRADE EXISTING CONCRETE BASE EXISTING MATERIAL NEW AIRFIELD GUIDANCE SIGN ON EXISTING BASE GRADING DETAIL AROUND SIGN BASE 2 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 4 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 8 : 2 2 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 3 . 0 - E L E C D E T A I L S - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DETAILS 4 OF 5 E3.4 69 OF 71 1.SEE PLANS FOR REQUIRED DUCT SECTIONS. ALL OF THE SECTIONS SHOWN ON THIS DRAWING MAY NOT BE USED ON THIS PROJECT. 2.PROVIDE PULL WIRES IN ALL (NEW) UNUSED CONDUITS. PLUG ENDS IN HANDHOLES AND MANHOLES. 3.WARNING TAPE REQUIRED WHEN DUCTS ARE INSTALLED IN AREAS NOT BELOW FULL STRENGTH PAVEMENT. 4.4000 PSI P-610 CONCRETE ENCASE UNDER FULL STRENGTH PAVEMENT AND AS OTHERWISE INDICATED ON PLANS. 5.NOT USED. 6.REFER TO SPECIFICATION ITEM L-110 FOR CONDUIT/DUCT SPACER SYSTEM. 7.INSTALL LIGHTING SERIES CIRCUITS AS FOLLOWS: 7.1.ONE CIRCUIT (1 OR 2 CONDUCTORS) PER 2"C. LIMIT 4"C TO NO MORE THAN (8) CONDUCTORS. 7.2.START INSTALLATION IN BOTTOM CONDUITS OF DUCT ARRAY, LEAVING THE UPPER CONDUITS EMPTY. A: 1-2"C (UNLESS OTHERWISE INDICATED ON PLANS) TYPICAL TRENCH SECTION - DIRECT BURIED TYPICAL TRENCH SECTION - CONCRETE ENCASED BOTTOM OF TOPSOIL WIDTH AS REQUIRED 3" 4" MIN 2" MIN 4" MIN 12" 4" 24" (MIN) WARNING TAPE (NOTE 3) #6 B.C. OR #1/0 COUNTERPOISE SAND OR CLSM (P-153) SCH. 40 PVC NATIVE BACKFILL OR CLSM (P-153) 2" SCH. 80 HDPE CONDUIT (E)AC PAVEMENT (E)BASE COURSE (E)SUB BASE 36" (MIN) TYPICAL TRENCH SECTION - DIRECTIONAL BORE BOTTOM OF P-209 WIDTH AS REQUIRED 3" 4" MIN 2" MIN 4" MIN 12" 4" 36" (MIN) WARNING TAPE (NOTE 3) #6 B.C. COUNTERPOISE P-610 CONCRETE ENVELOPE SCH. 40 PVC CLSM (P-153)CONDUIT DUCT SECTION CONDUIT DUCT SECTION B: 2-2"C 18" RADIUS, MINIMUM (TYP) CADWELD OR EQUAL 3/4"x10'-0" SECTIONAL COPPERWELD GROUND ROD DRIVING STUD SECTIONAL ROD COUPLING BARE COPPER CABLE CADWELD OR EQUAL BARE COPPER CABLE EDGE LIGHT GROUNDING DETAIL COUNTERPOISE SYS. GROUND ROD DETAIL COUNTERPOISE SYS. GROUND DETAIL 3/4"x10'-0" SECTIONAL COPPERWELD GROUND ROD CADWELD OR EQUAL #6 SOLID BARE COPPER CABLE, TYP. 18" RADIUS, MINIMUM (TYP) CADWELD OR EQUAL DRIVING STUD SECTIONAL ROD COUPLING TO LIGHT FIXTURE BASE EXTERIOR GROUNDING LUG PLUG KITS SHALL BE PROVIDED WITH INTEGRAL PULL-OVER-SLEEVE TYPE WATER SEAL. (AMERACE 'SUPER KIT' OR EQUAL). THE SPLICE KIT CONNECTOR ENDS SHALL BE COVERED WITH AN APPROVED HEAT-SHRINKABLE TUBING WITH INTERNAL ADHESIVE BEYOND THE CONNECTOR ENDS. (NOTE 4.) CABLE PREPARATION (NOTE 2.) CABLE CRIMPING (NOTE 3.) FOR SPLICES INSIDE CAN, JUNCTION BOXES AND HANDHOLES L-823 LOAD PLUG ENDL-823 LINE RECEPTACLE END 1.PROVIDE MALE AND FEMALE L-823 CONNECTORS AS REQUIRED ON EACH CONDUCTOR IN EACH BASE, HANDHOLE OR MANHOLE IN THE FIELD CIRCUIT. THERE SHALL BE NO SPLICES BETWEEN LIGHTS, ONLY IN BASES OR HANDHOLES. AS MUCH AS PRACTICAL, HOMERUN CIRCUITS FROM THE FIELD CIRCUIT CONNECTION INTO THE MAIN DUCT SYSTEM BACK TO THE AIRFIELD LIGHTING VAULT SHALL BE INSTALLED WITHOUT SPLICES. 2.ALL CABLE ENDS SHALL BE PREPARED WITH THE USE OF A TAPERING TOOL SPECIFICALLY DESIGNED FOR USE WITH L-824 CABLES. 3.PLUG AND RECEPTACLE END FITTINGS SHALL BE CRIMPED ONTO THE CONDUCTOR BY USE OF AN AIRPORT PERSONNEL ACCEPTED HANDHELD RATCHETING TYPE CRIMPING TOOL. EACH CABLE TERMIANTION SHALL BE SECURED BY TWO CRIMPS. 4.ALL CABLE CONNECTORS SHALL BE MADE WITH L-823 CONNECTOR AND WITH AN 8" (APPROXIMATE) LENGTH OF HEAT-SHRINKABLE RUBBER SHEATH OVER THE EACH END OF THE PLUG ASSEMBLY. 5.AT THE POINT OF CONNECTION WITH THE EXISTING FIELD CIRCUITS, INSTALL NEW L-823 PLUGS ON BOTH THE NEW AND EXISTING CABLES. VERIFY INSULATION TYPES OF BOTH NEW AND EXISTING CABLES AND COORDINATE WITH TERMINATION KITS TO ASSURE PROPER AND WATERPROOF FIT. 6.HEAT SHRINK MATERIAL MAY BE ELIMINATED FROM THE PORTION OF THE SPLICE KIT WHICH IS PART OF AN UN-MODIFIED FACTORY ASSEMBLY FOR AN ISOLATION TRANSFORMER. NOTES: 4" (TYP) 4" (TYP) "SUPER KIT" TYPICAL 5kV CABLE SPLICE 2 L-868 SIZE B BASE CAN WITH BLANK STEEL COVER 12" P-610 COLLAR #4 REBAR TIE (TYP. 2) SLOPE TOP OF COLLAR AWAY FROM COVER 12 " GROUND ROD, 10'x 3/4" BARE COPPER CABLE, CADWELD TO GROUND ROD GROUND ROD STATION DETAIL SEE CIVIL PLANS FOR PAVEMENT SECTION 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 5 Ap r i l 1 1 , 2 0 2 5 1 2 : 0 8 : 2 9 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 3 . 0 - E L E C D E T A I L S - 0 9 0 1 1 9 0 0 0 . d w g ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DETAILS 5 OF 5 E3.5 70 OF 71 ALL COUNTERPOISE WIRES FOR DUCT BANKS AND CONDUITS TO BE CLAMPED TO COUNTERPOISE LOOP AROUND STRUCTURE DUCT ARRAY #6 SOLID BARE COPPER COUNTERPOISE AROUND STRUCTURE. HANDHOLE 12" CLEAR (TYP) GROUND ROD STATION DUCT ARRAY (TYP OF 2) GROUND ROD. BOND TO INTERNAL GROUND LUG INSTALL GROUND BUS, #4/0 BARE STRANDED COPPER PER SPECIFICATION L-115. DUCTILE IRON LID FOR HANDHOLE MUST BE BONDED TO THE GROUND ROD. CABLE RACKING DETAIL HANDHOLE COUNTERPOISE DETAIL CABLE TAGS IN MANHOLES AND HANDHOLES MANHOLES, PULLBOXES AND HANDHOLES. 1. INSTALL CABLE TAGS ON ALL CABLES IN GENERAL NOTES: TWY A 9/32" DIAMETER HOLE 2" ROUND, 20 GAUGE STAMPED INTO TAG. 1/4" HIGH CABLE IDENTIFIER STAINLESS STEEL TAG, CABLE TIE, BAND-IT #AE611 TYPE 316 STAINLESS STEEL THICK NYLON COATED, .276W x 6"L x. 010" CABLE DUCTBANK 1.PROVIDE GALVANIZED STEEL RACK ARMS, BOLTED TO CHANNELS INSET IN HANDHOLE WALLS. PROVIDE MINIMUM (2) CHANNEL INSETS AND ARMS FOR EVERY WALL. 2.CABLE RACKING SHALL BE LIMITED TO THE UPPER HALF OF THE HANDHOLE. 3.PROVIDE CIRCUIT TAGS FOR EVERY L-823 CABLE SPLICE. 4.PROVIDE A MINIMUM OF TEN FEET OF CABLE BETWEEN ENTRY POINT AND L-823 SPLICE. 5.RACK CABLES ON SIDE(S) OF ENTRY/EXIT CONDUITS. 6.DUCT/CONDUIT ARRAY SHALL ENTER HANDHOLE IN LOWER HALF OF THE HANDHOLE. 7.PROVIDE BELL END FOR EVERY CONDUIT IN THE ARRAY. 8.GROUT AROUND/BETWEEN CONDUITS & CONCRETE WALL. CONCRETE HANDHOLE LOWER SECTION TOP SECTION * 30"x 30" (CLEAR OPENING) DUCTILE IRON COVER W/ CAST IRON FRAME, OPENING ASSIST, STAINLESS STEEL, DOUBLE TORSION SPRING ASSEMBLY. (AASHTO H-20 LOAD RATED) STRUCTURES TO BE INSTALLED SO THAT LIDS OPEN TOWARD RUNWAY OR TAXIWAY CENTERLINE. 1.ALL STEEL, OTHER THAN REBAR, TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. 2.PROVIDE ALL HANDHOLES WITH CABLE RACKS & PULING EYES PER SPECS. 3.INSTALL HANDHOLES PARALLEL TO ADJACENT R/W OR T/W CENTERLINE. 4.PROVIDE GROUND ROD FOR EACH HANDHOLE PER SPECS. 5.GROUT ALL CONDUIT PENETRATIONS. 6.PROVIDE MANUFACTURER'S DRAWINGS AND STRUCTURAL CALCULATIONS FOR ALL CONCRETE ELEMENTS OF HANDHOLES AND FABRICATED TRAFFIC LIDS. 7.NOTE; DO NOT CONNECT COUNTERPOISE TO GROUNDING SYSTEM. ROUTE AROUND HANDHOLES. SET TOP 1/2" ABOVE ADJACENT PAVEMENT OR 1" ABOVE ADJACENT GRADE DEPTH MAY VARY TO ACCOMMODATE DUCT/CONDUIT GRADING SIDE WALL KNOCKOUT (AS REQUIRED) GROUND ROD. PROVIDE KNOCKOUT THROUGH FLOOR. GROUT AFTER INSTALLATION. MINIMUM 12" BED OF 3/4" NOMINAL CRUSHED ROCK FLUSH PULL IRON 1" THREADED INSERTS THIN 18"x18" WALL KNOCKOUTS (AS REQUIRED) PULLING EYE COVER RECESS R/W OR T/W C L SW I N G #6 GREEN STR. GROUND. BOND TO GROUND ROD & FRAME GROUND LUG. INSTALL GROUND LUG ON COVER FRAME ASSEMBLY WITH BOND JUMPER TO LIFT LID. 36"x 36" (CLEAR OPENING) DUCTILE IRON COVER W/ CAST IRON FRAME, OPENING ASSIST, STAINLESS STEEL, DOUBLE TORSION SPRING ASSEMBLY. (AIRCRAFT LOAD RATED) CORE DRILL OR SIDE WALL KNOCKOUT (AS REQUIRED) GROUND ROD LOCATION AT NON-FAA HANDHOLE. PROVIDE 1" PVC SLEEVE THROUGH FLOOR. GROUT AFTER INSTALLATION. MINIMUM 12" BED OF 3/4" NOMINAL CRUSHED ROCK 12" DIA SUMP 18"x18" THIN WALL KNOCKOUTS (TYP 1 EACH WALL, 4 TOTAL) COVER FRAME CAST IN TOP SECTION COMPACT BASE OF EXCAVATION TO 95% PER SPEC P-152. LIP JOINT W/ CONSEAL MASTIC SEALANT RECESSED PULLING IRON. 1 EACH CORNER, 4 TOTAL DEPTH MAY VARY TO ACCOMMODATE DUCT/CONDUIT GRADING SET TOP TO 2" ABOVE FINISHED GRADE OR 1/2" ABOVE ADJACENT PAVEMENT. #6 GREEN STR. GROUND. BOND TO GROUND ROD & FRAME GROUND LUG. INSTALL GROUND LUG ON COVER FRAME ASSEMBLY WITH BOND JUMPER TO LIFT LID. 8" DIA SUMP STRUCTURES TO BE INSTALLED SO THAT LIDS OPEN TOWARD RUNWAY OR TAXIWAY CENTERLINE. R/W OR T/W C L SW I N G HANDHOLE - TYPE II (AASHTO H-20 LOAD RATED)HANDHOLE - TYPE I (AIRCRAFT LOAD RATED) 2 4/11/25 S. S. PA V E D S. PAVED S. PAVED S. S. AIRCRAFT PARKING AIRCRAFT PARKING S. S. PAVED PARKING S. S. S. PAVED S. S. PA V E D PAVED AIR C R A F T P A R K I N G S. S. S. S. S.S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. AIR P O R T PR O P E R T Y S. S. S. S. S. S. S. PAVED PAVED PA V E D PA V E D S. S. S. S. AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E MP H 15 MP H 15 MP H 15 MP H 15 MP H 15 MP H15 M P H 1 5 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : TA X I W A Y A C I R C U I T M A P Ap r i l 1 1 , 2 0 2 5 1 2 : 0 9 : 0 7 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 2 \ E 4 . 0 - C I R C U I T M A P - 0 9 0 1 1 9 0 0 0 . d w g LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 200' JDB DKP JPT TAXIWAY A CIRCUIT MAP E4.1 71 OF 71 N 0 SCALE 1" = 200 400 200 '30 * SLACK CABLE PER SPECS QUANTITY ITEM DESC.FT./ITEM * x = TOTAL LENGTH 3 10 ' ' 6,390 ' '588ITEM TOTAL LENGTH = PLAN CIRCUIT LENGTH+ = 6,978 SIGNS '128x=4 HANDHOLES = =43043L-861T/L-852T x ' NOTE: AIRFIELD CABLE SHALL BE L-824, (1)#8 AWG CU ESTIMATED AIRFIELD CABLE INSTALLED IN THIS PROJECT 2*16 ' 10 ' CONTRACTOR SHOULD ACCOUNT FOR ADDITIONAL L-824 5KV AIRFIELD CABLING TO REPAIR/RE-ESTABLISH THE RUNWAY CIRCUIT IF SCHEDULE K IS AWARDED. 2 SPLICE TO EXISTING TAXIWAY CIRCUIT AT BASE CAN 4/11/25