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HomeMy WebLinkAboutEx 04_Civil Construction PlansAHEADLANEONE AHEADLANEONE PAVED PARKING AHEADLANEONE AHEADLANEONE MPH15 MPH15 MPH15 MPH15 MPH15 MPH15 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 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 \ S H E E T \ 0 1 _ G 0 . 1 C O V E R S H E E T . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY COVER SHEET G0.1 1 OF 114 CITY OF RENTON RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS AIP #3-53-0055-032-2023 AUGUST 2024 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 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA PLAN & PROFILE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 21 C1.1 TAXIWAY A PLAN & PROFILE STA 22+50 TO 32+80 22 C1.2 TAXIWAY A PLAN & PROFILE STA 32+80 TO 45+20 23 C1.3 TAXIWAY A & A1 PLAN & PROFILE STA 45+20 TO 57+60 24 C1.4 TAXIWAY A2 PLAN & PROFILE 25 C1.5 TAXIWAY A3 PLAN & PROFILE 26 C1.6 TAXIWAY A4 PLAN & PROFILE 27 C1.7 TAXIWAY A5 PLAN & PROFILE 28 C1.8 PAVING DETAILS 1 OF 7 29 C1.9 PAVING DETAILS 2 OF 7 30 C1.10 PAVING DETAILS 3 OF 7 31 C1.11 PAVING DETAILS 4 OF 7 32 C1.12 PAVING DETAILS 5 OF 7 33 C1.13 PAVING DETAILS 6 OF 7 34 C1.14 PAVING DETAILS 7 OF 7 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 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 \ S H E E T \ 0 1 _ G 0 . 1 C O V E R S H E E T . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY SHEET INDEX G0.2 2 OF 114 GENERAL SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 1 G0.1 COVER SHEET 2 G0.2 SHEET INDEX 3 G1.1 SITE & SURVEY CONTROL PLAN 4 G2.1 CONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 2 5 G2.2 CONSTRUCTION SAFETY & PHASING OVERVIEW 2 OF 2 6 G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 1 OF 2 7 G2.4 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 2 8 G2.5 CONSTRUCTION SAFETY & PHASING WORK AREA 1 AND R1 9 G2.6 CONSTRUCTION SAFETY & PHASING WORK AREA 2 10 G2.7 CONSTRUCTION SAFETY & PHASING WORK AREA 3A, 3B AND R3 11 G2.8 CONSTRUCTION SAFETY & PHASING WORK AREA 4, R4, 5 AND R5 12 G2.9 CONSTRUCTION SAFETY & PHASING WORK AREA R6 AND R8 13 G2.10 CONSTRUCTION SAFETY & PHASING WORK AREA R7 14 G2.11 CONSTRUCTION SAFETY & PHASING WORK AREA F1 AND F2 15 G2.12 CONSTRUCTION SAFETY & PHASING WORK AREA R9 AND F3 PAVEMENT DEMOLITION SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 16 C0.1 PAVEMENT DEMOLITION PLAN 1 OF 3 17 C0.2 PAVEMENT DEMOLITION PLAN 2 OF 3 18 C0.3 PAVEMENT DEMOLITION PLAN 3 OF 3 19 C0.4 PAVEMENT DEMOLITION DETAILS 1 OF 2 20 C0.5 PAVEMENT DEMOLITION DETAILS 2 OF 2 GRADING SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 35 C2.1 GRADING PLAN 1 OF 6 36 C2.2 GRADING PLAN 2 OF 6 37 C2.3 GRADING PLAN 3 OF 6 38 C2.4 GRADING PLAN 4 OF 6 39 C2.5 GRADING PLAN 5 OF 6 40 C2.6 GRADING PLAN 6 OF 6 41 C2.7 MILL AND OVERLAY PLAN 1 OF 10 WEST APRON 42 C2.8 MILL AND OVERLAY PLAN 2 OF 10 WEST APRON 43 C2.9 MILL AND OVERLAY PLAN 3 OF 10 WEST APRON 44 C2.10 MILL AND OVERLAY PLAN 4 OF 10 WEST APRON 45 C2.11 MILL AND OVERLAY PLAN 5 OF 10 WEST APRON 46 C2.12 MILL AND OVERLAY PLAN 6 OF 10 WEST APRON 47 C2.13 MILL AND OVERLAY PLAN 7 OF 10 TAXIWAY A5 48 C2.14 MILL AND OVERLAY PLAN 8 OF 10 TAXIWAY A4 49 C2.15 MILL AND OVERLAY PLAN 9 OF 10 TAXIWAY A3 50 C2.16 MILL AND OVERLAY PLAN 10 OF 10 TAXIWAY A2 51 C2.17 TAXIWAY A GRADING SECTIONS 52 C2.18 TAXIWAY A GRADING SECTIONS 53 C2.19 TAXIWAY A GRADING SECTIONS 54 C2.20 TAXIWAY A GRADING SECTIONS 55 C2.21 TAXIWAY A GRADING SECTIONS 56 C2.22 TAXIWAY A GRADING SECTIONS 57 C2.23 TAXIWAY A GRADING SECTIONS 58 C2.24 TAXIWAY A & A7 GRADING SECTIONS PAVEMENT MARKING SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 59 C3.1 PAVEMENT MARKING PLAN 1 OF 3 60 C3.2 PAVEMENT MARKING PLAN 2 OF 3 61 C3.3 PAVEMENT MARKING PLAN 3 OF 3 62 C3.4 PAVEMENT MARKING DETAILS 1 OF 3 63 C3.5 PAVEMENT MARKING DETAILS 2 OF 3 64 C3.6 PAVEMENT MARKING DETAILS 3 OF 3 EROSION CONTROL SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 65 C5.1 EROSION CONTROL PLAN 1 OF 3 66 C5.2 EROSION CONTROL PLAN 2 OF 3 67 C5.3 EROSION CONTROL PLAN 3 OF 3 68 C5.4 EROSION CONTROL DETAILS 1 OF 2 69 C5.5 EROSION CONTROL DETAILS 2 OF 2 STORM DRAINAGE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 70 C6.0 STORM DRAINAGE GENERAL NOTES 71 C6.1 STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 3 72 C6.2 STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 3 73 C6.3 STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 3 74 C6.4 UNDERDRAIN PLAN 1 OF 3 75 C6.5 UNDERDRAIN PLAN 2 OF 3 76 C6.6 UNDERDRAIN PLAN 3 OF 3 77 C6.7 STORM PLAN & PROFILE 1 OF 8 78 C6.8 STORM PLAN & PROFILE 2 OF 8 79 C6.9 STORM PLAN & PROFILE 3 OF 8 80 C6.10 STORM PLAN & PROFILE 4 OF 8 81 C6.11 STORM PLAN & PROFILE 5 OF 8 82 C6.12 STORM PLAN & PROFILE 6 OF 8 83 C6.13 STORM PLAN & PROFILE 7 OF 8 84 C6.14 STORM PLAN & PROFILE 8 OF 8 85 C6.15 STORM DETAILS 1 OF 2 86 C6.16 STORM DETAILS 2 OF 2 LIGHTING AND SIGNAGE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 95 E0.1 ELECTRICAL SCOPE OF WORK PLAN 96 E1.1 ELECTRICAL DEMOLITION PLAN 1 OF 5 97 E1.2 ELECTRICAL DEMOLITION PLAN 2 OF 5 98 E1.3 ELECTRICAL DEMOLITION PLAN 3 OF 5 99 E1.4 ELECTRICAL DEMOLITION PLAN 4 OF 5 100 E1.5 ELECTRICAL DEMOLITION PLAN 5 OF 5 101 E2.1 ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5 102 E2.2 ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5 103 E2.3 ELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5 104 E2.4 ELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5 105 E2.5 ELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5 106 E2.6 ELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLES 107 E3.1 ELECTRICAL DETAILS 1 OF 5 108 E3.2 ELECTRICAL DETAILS 2 OF 5 109 E3.3 ELECTRICAL DETAILS 3 OF 5 110 E3.4 ELECTRICAL DETAILS 4 OF 5 111 E3.5 ELECTRICAL DETAILS 5 OF 5 112 E4.1 AIRFIELD LIGHTING VAULT DEMOLITION PLAN 113 E4.2 AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN 114 E5.1 TAXIWAY A CIRCUIT MAPWATER SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 87 C7.1 WATER IMPROVEMENTS PLAN 1 OF 6 88 C7.2 WATER IMPROVEMENTS PLAN 2 OF 6 89 C7.3 WATER IMPROVEMENTS PLAN 3 OF 6 90 C7.4 WATER IMPROVEMENTS PLAN 4 OF 6 91 C7.5 WATER IMPROVEMENTS PLAN 5 OF 6 92 C7.6 WATER IMPROVEMENTS PLAN 6 OF 6 93 C7.7 WATER DETAILS 1 OF 2 94 C7.8 WATER DETAILS 2 OF 2 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 ONE AHE A D LA N E ON E 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 0 SCALE 1" = 100 200 100' N AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY SITE & SURVEY CONTROL PLAN G1.1 3 OF 114 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 APRON C BOEING APRON B 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.95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 ' 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MA T C H L I N E , S E E S H E E T G2 . 2 0 SCALE 1" = 100'200' 100' N AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 2 G2.1 4 OF 114 G2.1 1 SCALE: 1" = 100' WORK AREA OVERVIEW PLANLEGEND 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X RUNWAY 16-34 STAGING AREA 4 WA F3 WA F2 TAXIWAY B6 TAXIWAY B5 TAXIWAY B4 TAXIWAY A5 TAXIWAY A4 TAXIWAY B7 TAXIWAY A7 WA 2 WA F1 WA R9 WA 1 GATE V-7 GATE V-6 GATE V-8 STAGING AREA 3 GATE V-5 WA R1 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 G2.4 3 CLCLCL TAXIWAY A6 WA R6WA R7WA R8 BUILDING 243/ AIRPORT OFFICE BUILDING 250/ CASCADIAN BUILDING 500/ HANGARS BUILDING 520/ HANGARS BUILDING 540/ HANGARS FUEL BUILDING 600/ CITY HANGARS BUILDING 608/ NW SEAPLANES ATCT BUILDING 622/ PSE BUILDING 5-45/ BOEING FUEL BOEING B APRON 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 30+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 56 + 0 0 58 + 0 0 58 + 3 1 25 0 ' 50 0 ' 20 0 ' 40 0 ' 75 ' 15 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 0 SCALE 1" = 100'200' 100' N MA T C H L I N E , S E E S H E E T G2 . 1 G2.2 1 SCALE: 1" = 100' WORK AREA OVERVIEW PLAN AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING OVERVIEW 2 OF 2 G2.2 5 OF 114 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X MA T C H L I N E , S E E S H E E T G2 . 1 WA R1 WA 2 WA 3B WA R4 WA 4 STAGING AREA 1 TAXIWAY B3 RUNWAY 16-34 TAXIWAY A3 TAXIWAY A2 TAXIWAY A1 GATE V-4 GATE V-3 GATE V-2 GATE V-1 STAGING AREA 2 WA R3 RAINIER AVE N W PERIMET E R R D PLACE RUNWAY CLOSURE CROSS OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) CLCLCL WA 1 WA R5 WA 5WA 3A BUILDING 750 BUILDING 790 BUILDING 800/ RAINIER BUILDING 840/ BEFA BUILDING 850/ BHC BUILDING 860/ NW SEAPLANES BOEING C APRON 820 PARCEL STAGING AREA 1A, AVAILABLE DURING WA 4 & 5 ONLY 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 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 \ S H E E T \ 0 4 _ G 2 . 3 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 PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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, BARRICADES, AND TUBULAR MARKERS AS SHOWN AND DESCRIBED IN SECTION 01300 OF THE SPECIFICATIONS. 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). DO NOT IMPACT FAA-OWNED FACILITIES. 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 01300, 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 1, 2, 3 AND 4 WILL BE AVAILABLE TO THE CONTRACTOR DURING CONSTRUCTION. 15.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND AIRPORT A MINIMUM OF 7 DAYS PRIOR TO ANY SCHEDULED RUNWAY CLOSURE WORK TO ALLOW NOTIFICATION TO TENANTS AND THE FAA. 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. EQUIPMENT SHALL NOT BE STAGED WITHIN THE RUNWAY OBJECT FREE AREA. 8.CONTRACTOR SHALL ANTICIPATE A FOD WALK WITH AIRPORT STAFF, BOEING STAFF, AND THE ENGINEER PRIOR TO OPENING ANY AREA TO AIR TRAFFIC. THE PRIME CONTRACTOR SHALL ATTEND ANY FOD WALK AND CORRECT ANY DEFICIENCIES IMMEDIATELY PRIOR TO OPENING TO AIR TRAFFIC. CL CL WORK AREA DESCRIPTIONS: WORK SCHEDULES: ·SCHEDULE A: BASE BID ·SCHEDULE B: ADDITIVE PAVEMENT REHABILITATION (AIP ELIGIBLE) ·SCHEDULE C: ADDITIVE PAVEMENT REHABILITATION (NON-AIP ELIGIBLE) ·SCHEDULE D: ADDITIVE LIGHTING VAULT IMPROVEMENTS (AIP ELIGIBLE) ·SCHEDULE E: ADDITIVE BID BOEING PAVEMENT IMPROVEMENTS (NON-AIP A ELIGIBLE) ·SCHEDULE F: ADDITIVE BID ELECTRICAL ·SCHEDULE G: ADDITIVE BID WATER 1.WORK AREA 1 - SCHEDULE A, SCHEDULE B, & SCHEDULE C, & SCHEDULE D 2.WORK AREA 2 - SCHEDULE A, SCHEDULE B, & SCHEDULE C, SCHEDULE D, & SCHEDULE E 3.WORK AREA 3A - SCHEDULE A, SCHEDULE B, SCHEDULE C, & SCHEDULE E 4.WORK AREA 3B - SCHEDULE A, SCHEDULE B, SCHEDULE C, & SCHEDULE E 5.WORK AREA 4 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 6.WORK AREA 5 - SCHEDULE A, SCHEDULE B, & SCHEDULE C 7.WORK AREA R1 - SCHEDULE A 8.WORK AREA R3 - SCHEDULE A 9.WORK AREA R4 - SCHEDULE A 10.WORK AREA R5 - SCHEDULE A 11.WORK AREA R6 - SCHEDULE F & SCHEDULE G 12.WORK AREA R7 - SCHEDULE F 13.WORK AREA R8 - SCHEDULE F 14.WORK AREA R9 - SCHEDULE A 15.WORK AREA F1 - SCHEDULE A 16.WORK AREA F2 - SCHEDULE A 17.WORK AREA F3 - SCHEDULE A TOTAL CONSTRUCTION TIME = 135 DAYS (SEE NOTE 5) WA 1 = 35 DAYS BE G I N W O R K 2 0 2 5 EN D W O R K 2 0 2 5 NOTES: 1.THE WORD "DAYS" IN THIS DETAIL REFERS TO CONTINUOUS CALENDAR DAYS. 2.WA F1, WA F2, WA F3 SHALL BE PERFORMED CONCURRENTLY WITHIN THE TOTAL CONSTRUCTION TIME OF WA 1 AND WA 3 (91 DAYS). 3.WA R6, WA R7 AND WA R8 SHALL BE PERFORMED CONCURRENTLY WITHIN ANY OTHER PLANNED RUNWAY CLOSURE ASSOCIATED WITH WA R1, WA R3, WA R4 AND WA R5. 4.WA R9 SHALL BE PERFORMED CONCURRENTLY WITHIN ANY OTHER PLANNED RUNWAY CLOSURE ASSOCIATED WITH WA R1, WA R3, WA R4 AND WA R5. 5.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 SPRING 2026. 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. 6.WA 2 AND WA R1 MAY BE CONCURRENT WITH THE ALLOWABLE CONTRACT TIMELINE CONSTRAINTS. WA 2 = 7 DAYS WA 3A = 21 DAYS WA 4 = 21 DAYS WA 5 = 21 DAYS WA R1 = 14 DAYS WA R4 = 14 DAYS TRA N S I T I O N A L SUR 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') CL WA F1, WA F2 AND WA F3 = 91 DAYS CL GENERAL SEQUENCING AND PHASING NOTES: 1.ALL PHASE 1 WORK SHALL BE COMPLETE WITHIN 133 CONSECUTIVE CALENDAR DAYS OF CONTRACT NOTICE TO PROCEED. IF WORK IS NOT COMPLETE WITHIN THE 133 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 USFS COMPLEX 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 R1, WA R3, WA R4, WA R5, WA R6, WA R7, WA R8 AND WA R9. 3.WORK IN WA 1 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R1. 4.WORK IN WA 3A AND 3B MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R3 DURING CONCURRENT CONTRACTED TIME ONLY. 5.WORK IN WA 4 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R4. 6.WORK IN WA 5 MAY BE ACCESSED DURING THE SWING SHIFT WORK IN WA R5. 7.WA F1, WA F2, AND WA F3 CAN BE CONCURRENT WITH WA 1 AND WA 3. 8.WA R9 CAN BE CONCURRENT WITH ANY OTHER PLANNED RUNWAY CLOSURE ASSOCIATED WITH WA R1, WA R3, WA R4, AND WA R5. 9.SIGNS AND SURFACE SIGNS MUST MATCH RUNWAY DESIGNATIONS (NUMERALS) PRIOR TO OPENING A SPECIFIC RUNWAY. 10.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 SHEET G2.12 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 133 CALENDAR DAY PERIOD IS ALLOWED FOR ALL CONTRACT WORK ASSOCIATED WITH THE PHASE 1, INCLUDING 1 COAT OF TEMPORARY PAVEMENT MARKINGS (WITH GLASS BEADS). ALL AIRPORT FACILITIES SHALL BE OPEN AND USABLE AT THE END OF THE 133 CALENDAR DAY PERIOD. 2.THE ONLY WORK EXEMPT FROM THE 133 CALENDAR DAY PERIOD IS THE FINAL PAVEMENT MARKING APPLICATION AND FINAL SEEDING. 3.WITHIN THE 133 CALENDAR DAY PERIOD, TWO PERIODS OF 21 CONTINUOUS CALENDAR DAYS, ONE PERIOD OF 35 CONTINUOUS CALENDAR DAYS, AND ONE PERIOD OF 56 CONTINUOUS CALENDAR DAYS IS ALLOWED FOR RUNWAY 16-34 TO BE CLOSED. THE CONTRACTOR SHALL ANTICIPATE SWING SHIFT WORK HOURS DURING THESE PERIODS. DURING THESE PERIODS, ALL WORK WITHIN EACH RESPECTIVE WORK AREA SHALL BE COMPLETED IN ACCORDANCE TO THE CONSTRUCTION TIMELINE. RUNWAY 16-34 SHALL BE OPEN AND USABLE AT THE END OF EACH OF SWING SHIFT PERIOD. 4.ANY TIME DURING THE 133 CALENDAR DAY PERIOD, SWING SHIFT WORK, WHICH REQUIRES THE CLOSURE OF RUNWAY 16-34, IS ALLOWED AT THE CONTRACTOR'S OPTION PER THE ALLOWED RUNWAY CLOSURE DURATIONS PER WORK AREA. THE CONTRACTOR SHALL PLACE AND MAINTAIN UP TO TWO 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. 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, R3, R4, R5, AND R9. 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. WA R3 = 14 DAYS AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 1 OF 2 G2.3 6 OF 114 WA R5 = 14 DAYS G2.3 2 NO SCALE CONSTRUCTION TIMELINE G2.3 1 NO SCALE TYPICAL CROSS SECTION PART 77 SURFACE WA 3B = 35 DAYS WATERLINE SEQUENCING AND PHASING NOTES: 1.CITY OF RENTON STAFF WILL OPERATE WATER VALVE. NOTIFY ENGINEER AND AIRPORT A MINIMUM OF 7 DAYS IN ADVANCE OF WATERLINE WORK IF VALVE SHUT OFF REQUIRED BY THE CITY. 2.WORK WITHIN WA F1 WILL REQUIRE WORK WITHIN BOEING FUEL FARM FACILITY. NOTIFY THE ENGINEER AND AIRPORT A MINIMUM OF 14 DAYS IN ADVANCE OF WORK WITHIN WA F1. 3.INSTALL NEW HYDRANT BEFORE REMOVAL OF EXISTING. 4.WATERLINE WORK ACROSS PERIMETER ROAD WILL REQUIRE A TEMPORARY CLOSURE OF PERIMETER ROAD. 3 CONTINUOUS CALENDAR DAYS ARE ALLOWED TO PERFORM ALL WORK WITHIN AND ADJACENT TO PERIMETER ROAD. NOTIFY ENGINEER AND AIRPORT A MINIMUM OF 7 DAYS PRIOR TO ANTICIPATED PERIMETER ROAD TEMPORARY CLOSURE. 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 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 \ S H E E T \ 0 4 _ G 2 . 3 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 PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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" AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 2 G2.4 7 OF 114 G2.4 2 NO SCALE FOD BARRIER DETAIL G2.4 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 BARRIER PER MANUFACTURERBARRIER PER MANUFACTURER 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 6' - 0 " 10 " 10"VARIES 6' - 0" INSTALL FENCE POST PER MANUFACTURERS INSTRUCTIONS NOTES: PROVIDE ONE OF THE BARRICADES LISTED BELOW OR SUBMIT AN EQUIVALENT BARRICADE ALTERNATIVE FOR APPROVAL FROM THE ENGINEER. 1.ROOGUARDS WATERCADE SYSTEM FROM SECURITY CONTRACTOR SERVICE, INC. 2.HELMERSON BARRIER FENCE SYSTEM FROM HILMERSON 3.STEEL FENCE PANEL SECTIONS WITH OTW PLASTIC CONSTRUCTION BARRIERS FROM OTW SAFETY CONTRACTOR SHALL PROVIDE CONCRETE BARRIERS OR MAINTAIN PLASTIC BARRIERS FILLED WITH WATER. G2.4 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 SAND BAGS 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 ' 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 970' 58 ' 1200' 20 5 TW A1-A-A7 STA: 22+45 OFF: 38' L TW A1-A-A7 STA: 19+94 OFF: 95' R 76 ' 80' 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 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 \ S H E E T \ 0 5 _ 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 1 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN0 SCALE 1" = 50'100' 50' N STAGING AREA 3 TAXIWAY A5 GATE V-5 RUNWAY 16-34 TAXIWAY A WA R1 WA 1 1 G2.5 WORK AREA 1 AND R1 PLAN SCALE: 1" = 50' T AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA 1 AND R1 G2.5 8 OF 114 TAXIWAY A4 T FOR THE DURATION OF WA 1, WA R1, AND WA 2 SEE NOTE 1 FOR THE DURATION OF WA 1, WA R1 AND WA 2 SEE NOTE 1 FOR THE DURATION OF WA 1 AND R1 SEE NOTE 3 (4 SIGNS) SEE NOTE 4 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X STAGING AREA 4 WHEN WORK OCCURS IN WA R1, PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF EACH WORK DAY, PER 3 G2.4 GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2. 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. 4.SERVICE ROAD WILL REMAIN OPEN TO VEHICLE TRAFFIC ONLY DURING WORK AREA 1 AND WORK AREA R1. CONTRACTOR SHALL ANTICIPATE COORDINATING EQUIPMENT AND TRUCKING WITH GATE GUARD/TRAFFIC CONTROL FLAGGER TO REDUCE IMPACTS TO VEHICLE SERVICE ROAD. 5.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 6.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ. WHEN WORK OCCURS IN WA R1, PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF EACH WORK DAY, PER 3 G2.4 SEE NOTE 6 SEE NOTE 5 (TYP) SEE NOTE 6 BUILDING 600/ CITY HANGARS BUILDING 608/ NW SEAPLANES ATCT BUILDING 622/ PSE BUILDING 5-45/ BOEING FUEL BUILDING 750 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 X X X TW A1-A-A7 STA: 22+30 OFF: 33' L TW A1-A-A7 STA: 20+50 OFF: 111' L TW A1-A-A7 STA: 23+15 OFF: 110' L TW A1-A-A7 STA: 23+14 OFF: 93' L TW A1-A-A7 STA: 24+72 OFF: 93' L TW A1-A-A7 STA: 24+72 OFF: 80' L TW A1-A-A7 STA: 25+39 OFF: 80' L TW A1-A-A7 STA: 25+39 OFF: 147' L TW A1-A-A7 STA: 25+18 OFF: 147' L TW A1-A-A7 STA: 25+19 OFF: 176' L TW A1-A-A7 STA: 25+66 OFF: 175' L TW A1-A-A7 STA: 25+66 OFF: 157' L TW A1-A-A7 STA: 25+66 OFF: 95' L TW A1-A-A7 STA: 32+00 OFF: 94' L TW A1-A-A7 STA: 32+00 OFF: 33' L TW A1-A-A7 STA: 22+50 OFF: 83' L TW A1-A-A7 STA: 20+49 OFF: 83' L TW A1-A-A7 STA: 22+50 OFF: 59' L TW A1-A-A7 STA: 22+30 OFF: 59' 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 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 \ 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 2 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 2 G2.6 WORK AREA 2 PLAN SCALE: 1" = 50' AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA 2 G2.6 9 OF 114 TAXIWAY A5 GATE V-5 TAXIWAY A WA 2 T TAXIWAY A4 T GATE V-5 STAGING AREA 3 STAGING AREA 4 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X FOR THE DURATION OF WA 2 SEE NOTE 3 (4 SIGNS) 0 SCALE 1" = 50'100' 50' N GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2. 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. 4.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 5.BOEING LEASE AREA EXTENDS APPROXIMATELY 10' FROM FENCE BOUNDARY. WORK WITHIN BOEING LEASE AREA REQUIRES BOEING BADGING PRIOR TO ENTRY. BUILDING 600/ CITY HANGARS BUILDING 608/ NW SEAPLANES ATCT BUILDING 622/ PSE BUILDING 5-45/ BOEING FUEL BUILDING 750 WHEN WORK OCCURS IN WA 2, PLACE TAXIWAY CLOSURE CROSS PER 3 G2.4 WHEN WORK OCCURS IN WA 2, PLACE TAXIWAY CLOSURE PER 3 G2.4 REFER TO DEMOLITION PLANS FOR PAVEMENT MARKING REMOVAL FOR THE DURATION OF WA 1, WA R1 AND WA 2 SEE NOTE 1 BOEING FUEL FARM, SEE NOTE 5 SEE NOTE 5 SEE NOTE 4 (TYP) 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 19 5 ' 297' 20 5 ' TW A1-A-A7 STA: 32+00 OFF: 94' L FO D FO D FODFODFODFODFODFODFODFODFO D FO D 10 0 ' ( T Y P ) 262' FO D 263'736' 12 9 ' 19 5 ' TW A1-A-A7 STA: 38+40 OFF: 101' R TW A1-A-A7 STA: 37+63 OFF: 25' R 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 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 \ S H E E T \ 0 7 _ G 2 . 7 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 3 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 1 G2.7 WORK AREA 3A, 3B AND R3 PLAN SCALE: 1" = 50' RUNWAY 16-34 WA R3 WA 3A GATE V-4 TAXIWAY A T STAGING AREA 2 TAXIWAY A3 AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA 3A, 3B AND R3 G2.7 10 OF 114 FOR THE DURATION OF WA 3 AND R3 SEE NOTE 1 FOR THE DURATION OF WA 3 AND R3 SEE NOTE 3 (2 SIGNS) SEE NOTE 4 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X IN PLACE DURING WA 3A IN PLACE DURING WA 3B IN PLACE DURING WA 3A AND WA 3B IN PLACE DURING WA 3AIN PLACE DURING WA 3B WA 3B 0 SCALE 1" = 50'100' 50' N GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R3 AND WA 3A. 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. 4.FOD FENCE SHALL BE INSTALLED AND APPROVED BY RPR PRIOR TO ANY WORK BEGINNING. REMOVE AT THE CONCLUSION OF WORK. 5.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 6.BOEING LEASE AREA EXTENDS APPROXIMATLY 10' FROM FENCE BOUNDARY. WORK WITHIN BOEING LEASE AREA REQUIRES BOEING BADGING PRIOR TO ENTRY. 7.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ. 8.BOEING NO LONGER STAGES AIRCRAFT ON THIS PARCEL. BUILDING 750 BUILDING 790 BUILDING 800/ RAINIER BUILDING 840/ BEFA 820 PARCEL SEE NOTE 8 BOEING C APRON SEE NOTE 6 GATE V-3 WHEN WORK OCCURS IN WA 3A AND WA R3, PLACE TAXIWAY CLOSURE CROSS PER 3 G2.4SEE NOTE 7 ACCESS /HAUL ROUTE FOR WA 3A ACCESS /HAUL ROUTE FOR WA 3B SEE NOTE 6 SEE NOTE 6 SEE NOTE 5 (TYP) SEE NOTE 7 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 50+00 51+00 52+00 53+00 54+0 0 5 5 + 0 0 56 + 0 0 57 + 0 0 270' 184' 20 5 ' 18 0 ' 199' 13 ' 145' TW A1-A-A7 STA: 52+26 OFF: 79' L 16 2 ' 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+0 0 20 5 ' 19 5 ' 71' 16 ' 397' 667' TW A1-A-A7 STA: 47+58 OFF: 94' 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 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 \ S H E E T \ 0 8 _ G 2 . 8 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 4 A N D 5 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN RUNWAY 16-34 WA R5 2 G2.8 WORK AREA 5 AND R5 PLAN SCALE: 1" = 50' 1 G2.8 WORK AREA 4 AND R4 PLAN SCALE: 1" = 50' WA 4 RUNWAY 16-34 TAXIWAY A2 TAXIWAY A GATE V-1 TAXIWAY A1 TAXIWAY A WA 5 GATE V-2 WA R4 T T STAGING AREA 1STAGING AREA 1 T AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA 4, R4, 5 AND R5 G2.8 11 OF 114 FOR THE DURATION OF WA 5 AND R5 SEE NOTE 1 FOR THE DURATION OF WA 4 AND R4 SEE NOTE 1 T 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X FOR THE DURATION OF WA 4 AND R4 SEE NOTE 3 (2 SIGNS) FOR THE DURATION OF WA 5 AND R5 SEE NOTE 3 (2 SIGNS) 0 SCALE 1" = 50'100' 50' N GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R4 AND WA4 OR WA R5 AND WA 5. 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. 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. BUILDING 850/ BHC BUILDING 860/ NW SEAPLANES BUILDING 860/ NW SEAPLANES STAGING AREA 1A SEE NOTE 5WHEN WORK OCCURS IN WA 3A, AND WA R3, PLACE TAXIWAY CLOSURE CROSS PER 3 G2.4 SEE NOTE 4 (TYP) SEE NOTE 4 (TYP) STAGING AREA 1A 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 STA: 2+90 OFF: 203' L TW A1-A-A7 STA: 2+13 OFF: 179' L TW A1-A-A7 STA: 2+01 OFF: 148' L TW A1-A-A7 STA: 2+01 OFF: 96' L TW A1-A-A7 STA: 2+10 OFF: 70' L TW A1-A-A7 STA: 2+31 OFF: 55' L TW A1-A-A7 STA: 3+13 OFF: 171' L TW A1-A-A7 STA: 3+43 OFF: 131' L TW A1-A-A7 STA: 3+43 OFF: 118' L 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 352' 247' 10 0 ' 150' 76 ' TW A1-A-A7 STA: 17+98 OFF: 25' R TW A1-A-A7 STA: 17+75 OFF: 44' R TW A1-A-A7 STA: 17+47 OFF: 77' R TW A1-A-A7 STA: 17+31 OFF: 101' R TW A1-A-A7 STA: 17+14 OFF: 133' R TW A1-A-A7 STA: 17+11 OFF: 156' R TW A1-A-A7 STA: 17+19 OFF: 179' R TW A1-A-A7 STA: 17+28 OFF: 189' R TW A1-A-A7 STA: 17+53 OFF: 201' R 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 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 \ S H E E T \ 0 9 _ G 2 . 1 0 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 R 6 A N D R 8 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN RUNWAY 16-34 WA R8 GATE V-7 1 G2.9 WORK AREA R8 PLAN SCALE: 1" = 50' TAXIWAY A7 AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA R6 AND R8 G2.9 12 OF 114 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X RUNWAY 16-34 TAXIWAY A TAXIWAY A5 WA R6 2 G2.9 WORK AREA R6 PLAN SCALE: 1" = 50' TAXIWAY A T TAXIWAY A6 T T STAGING AREA 5 STAGING AREA 4 GATE V-6 0 SCALE 1" = 50'100' 50' N GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2. 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. 4.WORK IN WA R8 INCLUDES SCHEDULE F WORK ONLY. 5.WORK IN WA R6 INCLUDES SCHEDULE F AND SCHEDULE G WORK ONLY. 6.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTS ALONG TAXIWAY, AS NEEDED. BUILDING 243/ AIRPORT OFFICE BUILDING 250/ CASCADIAN BUILDING 520/ HANGARS BUILDING 540/ HANGARS FUEL BUILDING 600/ CITY HANGARS BUILDING 608/ NW SEAPLANES ATCT SEE NOTES 4 & 6 (TYP) SEE NOTES 5 & 6 (TYP) 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 12+00 13+00 14+00 15+00 16+00 17+00 TW A1-A-A7 STA: 2+00 OFF: 107' R TW A1-A-A7 STA: 2+30 OFF: 63' R TW A1-A-A7 STA: 2+56 OFF: 54' R TW A1-A-A7 STA: 2+86 OFF: 53' R TW A1-A-A7 STA: 3+59 OFF: 57' R TW A1-A-A7 STA: 4+60 OFF: 48' R TW A1-A-A7 STA: 6+83 OFF: 52' R TW A1-A-A7 STA: 6+97 OFF: 82' R TW A1-A-A7 STA: 9+20 OFF: 82' R TW A1-A-A7 STA: 9+31 OFF: 26' R TW A1-A-A7 STA: 16+77 OFF: 26' R TW A1-A-A7 STA: 16+96 OFF: 42' R TW A1-A-A7 STA: 16+96 OFF: 58' R TW A1-A-A7 STA: 16+33 OFF: 167' R TW A1-A-A7 STA: 16+11 OFF: 185' R TW A1-A-A7 STA: 15+61 OFF: 202' R 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 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 \ S H E E T \ 1 0 _ G 2 . 1 0 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 R 7 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA R7 G2.10 13 OF 114 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X RUNWAY 16-34 TAXIWAY A WA R7 1 G2.10 WORK AREA R7 PLAN SCALE: 1" = 50' TAXIWAY A6 T T STAGING AREA 5 TAXIWAY A7 GATE V-7 0 SCALE 1" = 50'100' 50' N GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2. 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. 4.WORK IN WA R7 INCLUDES SCHEDULE F WORK ONLY. 5.CONTRACTOR SHALL PULL BACK FOR AIRCRAFT MOVEMENTS ALONG TAXIWAY, AS NEEDED. BOEING B APRON BUILDING 250/ CASCADIAN BUILDING 500/ HANGARS BUILDING 520/ HANGARS SEE NOTES 4 & 5 (TYP) 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 25+00 26+00 27+00 28+00 29+00 30+00 31+00 TW A1-A-A7 STA: 29+70 OFF: 195' L TW A1-A-A7 STA: 29+70 OFF: 343' L TW A1-A-A7 STA: 29+69 OFF: 366' L TW A1-A-A7 STA: 29+32 OFF: 360' L TW A1-A-A7 STA: 29+35 OFF: 340' LTW A1-A-A7 STA: 27+31 OFF: 301' LTW A1-A-A7 STA: 27+01 OFF: 292' L TW A1-A-A7 STA: 27+01 OFF: 243' L TW A1-A-A7 STA: 29+50 OFF: 242' L TW A1-A-A7 STA: 29+50 OFF: 195' L X 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 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 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 \ S H E E T \ 1 1 _ G 2 . 1 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 P L A N P H A S E F 1 A N D F 2 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN RUNWAY 16-34 2 G2.11 WORK AREA F1 PLAN SCALE: 1" = 50' 1 G2.11 WORK AREA F2 PLAN SCALE: 1" = 50' TAXIWAY A WA F1 TAXIWAY A RUNWAY 16-34 TAXIWAY A5 TAXIWAY A4 TT WA F2 STAGING AREA 4 STAGING AREA 3 GATE V-6 GATE V-5 AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA F1 AND F2 G2.11 14 OF 114 SEE NOTE 4 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X 0 SCALE 1" = 50'100' 50' N GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2. 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. 4.REFER TO WATERLINE SEQUENCING AND PHASING NOTES ON DRAWING G2.3 FOR CLOSURE DURATIONS IMPACTING PERIMETER ROAD. 5.BOEING LEASE AREA EXTENDS APPROXIMATELY 10' FROM FENCE BOUNDARY. WORK WITHIN BOEING LEASE AREA REQUIRES BOEING BADGING PRIOR TO ENTRY. 6.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) BUILDING 500/ HANGARS BUILDING 520/ HANGARS BUILDING 540/ HANGARS FUEL BUILDING 600/ CITY HANGARS BOEING FUEL FARM SEE NOTE 5 ATCT BUILDING 622/ PSE BUILDING 5-45/ BOEING FUEL BUILDING 750 SEE NOTE 6 SEE NOTE 6 W PERIMETER RD 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 0+ 0 0 1+ 0 0 21 9 ' 99' 80 ' 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 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 \ S H E E T \ 1 2 _ G 2 . 1 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 P L A N P H A S E R 9 A N D F 3 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN RUNWAY 16-34 WA R9 GATE V-8 T A X I W A Y B 1 G2.12 WORK AREA R9 PLAN SCALE: 1" = 50' TAXIWAY B7 AUGUST 2024 35022.008.02 AS NOTED JNR SAW GJR CONSTRUCTION SAFETY & PHASING WORK AREA R9 AND F3 G2.12 15 OF 114 T 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/SEE NOTE 4) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X 1 G2.12 WORK AREA F3 PLAN SCALE: 1" = 50' RUNWAY 16-34 TAXIWAY B TAXIWAY B6 WA F3 SITE ACCESS VIA AIRPORT ESCORT FROM GATE V-8 T 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. 2 G2.12 WORK AREA F3 PLAN SCALE: 1" = 50' 0 SCALE 1" = 50'100' 50' N GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION, AT THE CONCLUSION OF WORK IN WA R1, WA 1 AND WA 2. 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. 4.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ. 5.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) SEE NOTE 5 SEE NOTE 4 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 TW A1-A-A7 STA: 24+42.80 OFF: 33.00' R TW A1-A-A7 STA: 28+39.49 OFF: 33.00' R TW A1-A-A7 STA: 25+81.82 OFF: 33.00' R TW A1-A-A7 STA: 29+40.83 OFF: 33.00' R TW A1-A-A7 STA: 25+50.00 OFF: 73.00' L TW A1-A-A7 STA: 25+50.00 OFF: 90.29' L TW A5 STA: 4+21.30 OFF: 62.53' L TW A5 STA: 4+25.97 OFF: 67.19' L TW A5 STA: 6+40.79 OFF: 147.54' R TW A5 STA: 6+36.31 OFF: 152.02' R TW A4 STA: 4+01.18 OFF: 90.77' R TW A4 STA: 4+07.24 OFF: 90.76' R TW A4 STA: 4+01.20 OFF: 79.23' L TW A4 STA: 4+07.20 OFF: 79.23' L TW A1-A-A7 STA: 22+50.00 OFF: 59.00' L TW A1-A-A7 STA: 22+50.00 OFF: 84.33' L TW A1-A-A7 STA: 20+50.00 OFF: 84.33' L TW A1-A-A7 STA: 20+50.00 OFF: 107.27' L TW A1-A-A7 STA: 20+75.39 OFF: 106.54' L TW A1-A-A7 STA: 23+07.70 OFF: 107.24' L TW A1-A-A7 STA: 23+07.70 OFF: 89.75' L TW A1-A-A7 STA: 24+70.00 OFF: 89.75' L TW A1-A-A7 STA: 24+70.00 OFF: 73.00' L TW A1-A-A7 STA: 22+50.00 OFF: 65.00' L TW A1-A-A7 STA: 26+00.00 OFF: 65.00' L TW A1-A-A7 STA: 25+99.93 OFF: 90.29' L TW A1-A-A7 STA: 28+30.00 OFF: 90.29' L TW A1-A-A7 STA: 28+30.00 OFF: 62.00' L TW A1-A-A7 STA: 31+50.00 OFF: 0.00' TW A1-A-A7 STA: 31+50.00 OFF: 24.94' R TW A1-A-A7 STA: 27+13.98 OFF: 81.00' L TW A1-A-A7 STA: 27+13.98 OFF: 97.54' L TW A1-A-A7 STA: 27+13.98 OFF: 90.29' L TW A1-A-A7 STA: 29+71.12 OFF: 81.00' L TW A1-A-A7 STA: 29+71.12 OFF: 90.29' L 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 0+ 0 0 2+0 0 3+0 0 4+0 0 5+ 0 0 6+0 0 7+0 0 TW A1-A-A7 STA: 22+50.00 OFF: 33.00' L TW A1-A-A7 STA: 22+50.00 OFF: 25.00' R TW A1-A-A7 STA: 22+30.00 MATCH EOP TW A1-A-A7 STA: 22+30.00 OFF: 33.00' L TW A1-A-A7 STA: 22+30.00 OFF: 59.00' L TW A1-A-A7 STA: 29+71.12 OFF: 98.84' 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 1 OF 3 C0.1 16 OF 114 LEGEND LEGEND CONT. 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH - BID SCHEDULE B VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH -BID SCHEDULE C VARIABLE DEPTH HMA MILLING, 2-INCH NOMINAL DEPTH 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 C0.4. 5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDERED PART OF THE BASE BID. 6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ON SHEET C0.4. 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 ABANDONED CONCRETE FENCE POST FOOTINGS, EMBEDDED REBAR OR STEEL PIPES. 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. GENERAL NOTES GENERAL NOTES CONT.LEGEND CONT. PAVEMENT MARKING REMOVAL PROPOSED FINAL SAWCUT, SEE GENERAL NOTE 6 POTHOLE UTILITY LINES, SEE GENERAL NOTE 2P STRIPPING LIMITS, SEE DETAIL 6/C0.5 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE B 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE C 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE E TA X I W A Y A 5 TAXIWAY A TA X I W A Y A 4 ATCT BOEING FUEL 5-45 PARCELPSE 622 PARCEL BUILDING RUNWAY 16-34 EXISTING IN-PAVEMENT LIGHT CAN, SEE GENERAL NOTE 3 C0.4 3 OR C0.4 4 C0.4 3 OR C0.4 4 C0.4 2C0.4 2 C0.4 2 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 EXISTING CATCH BASIN & TRENCH DRAIN, SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 SEE GENERAL NOTE 3, TYP. P P P P COORDINATE ACTUAL SAWCUT LIMITS WITH RPR IN THE FIELD BEFORE CUTTING. AVOID FENCE CONCRETE FOUNDATIONS C0.4 3 OR C0.4 4 C0.5 9 C0.5 10 OR REMOVAL LIMITS SHALL MATCH LIMITS OF NEW STRIPING AIRPORT-CITY 600 PARCEL HANGARS NW SEAPLANES 608 PARCEL MAINTENANCE BULDING PRO-FLIGHT 750 PARCEL APRON 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H15 MP H 15 MP H 15 MP H 15 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 7+26 0 + 0 0 1+00 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6+00 7 + 0 0 TW A1-A-A7 STA: 36+00.67 OFF: 33.00' R TW A1-A-A7 STA: 37+42.97 OFF: 33.00' R TW-A3 STA: 4+19.27 OFF: 64.21' R TW-A3 STA: 4+23.95 OFF: 68.89' R TW-A3 STA: 6+38.44 OFF: 145.68' L TW-A3 STA: 6+33.77 OFF: 150.36' L TW A1-A-A7 STA: 36+40.00 OFF: 62.00' L TW A1-A-A7 STA: 36+40.00 OFF: 81.00' L TW A1-A-A7 STA: 40+10.00 OFF: 81.00' L TW A1-A-A7 STA: 40+10.00 OFF: 65.00' L TW A1-A-A7 STA: 44+00.00 OFF: 65.00' L TW A1-A-A7 STA: 44+00.00 OFF: 81.00' L TW A1-A-A7 STA: 35+01.79 OFF: 90.30' L TW A1-A-A7 STA: 35+01.79 OFF: 99.06' L TW A1-A-A7 STA: 35+01.79 OFF: 81.00' L TW A1-A-A7 STA: 40+17.48 OFF: 99.20' L TW A1-A-A7 STA: 40+17.48 OFF: 90.30' L TW A1-A-A7 STA: 40+17.48 OFF: 81.00' 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 MA T C H L I N E , S E E S H E E T C0 . 3 AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 2 OF 3 C0.2 17 OF 114 LEGEND LEGEND CONT. 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH - BID SCHEDULE B VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH -BID SCHEDULE C VARIABLE DEPTH HMA MILLING, 2-INCH NOMINAL DEPTH 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 C0.4. 5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDERED PART OF THE BASE BID. 6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ON SHEET C0.4. 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 ABANDONED CONCRETE FENCE POST FOOTINGS, EMBEDDED REBAR OR STEEL PIPES. 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. GENERAL NOTES GENERAL NOTES CONT.LEGEND CONT. PAVEMENT MARKING REMOVAL PROPOSED FINAL SAWCUT, SEE GENERAL NOTE 6 POTHOLE UTILITY LINES, SEE GENERAL NOTE 2P STRIPPING LIMITS, SEE DETAIL 6/C0.5 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE B 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE C 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE E TAXIWAY A TAXIWAY A3 BOEING C RAMP 770 PARCEL RAINIER FLIGHT 800/820 PARCEL APRON RUNWAY 16-34 REFER TO PHASING DRAWINGS FOR TEMPORARY DISPOSITION OF LEAD IN STRIPING C0.4 2 C0.4 2 C0.4 3 OR C0.4 4 C0.4 3 OR C0.4 4 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 EXISTING IN-PAVEMENT LIGHT CAN, SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 SEE GENERAL NOTE 3, TYP. P P C0.5 9 C0.5 10 OR PRO-FLIGHT 750 PARCEL APRON 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+0 0 5 5 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 TW A1-A-A7 STA: 48+00.00 OFF: 33.00' L TW A1-A-A7 STA: 48+00.00 OFF: 49.00' L TW A1-A-A7 STA: 48+50.97 OFF: 41.00' R TW A1-A-A7 STA: 56+23.50 OFF: 66.14' R TW A1-A-A7 STA: 52+12.17 OFF: 33.00' R TW A1-A-A7 STA: 56+31.47 OFF: 100.60' L TW A1-A-A7 STA: 48+50.97 OFF: 33.00' R TW A1-A-A7 STA: 56+31.50 OFF: 66.14' R TW A1-A-A7 STA: 48+26.19 OFF: 90.21' L TW A1-A-A7 STA: 48+26.21 OFF: 74.18' L TW A1-A-A7 STA: 54+33.03 OFF: 122.57' L TW-A2 STA: 3+99.81 OFF: 70.55' R TW-A2 STA: 4+06.86 OFF: 70.55' R TW-A2 STA: 3+99.72 OFF: 79.28' L TW-A2 STA: 4+06.83 OFF: 79.28' L TW A1-A-A7 STA: 56+37.47 OFF: 100.50' L TW A1-A-A7 STA: 56+37.50 OFF: 66.14' R TW A1-A-A7 STA: 53+18.21 OFF: 33.00' L TW A1-A-A7 STA: 53+18.21 OFF: 49.00' L TW A1-A-A7 STA: 54+42.06 OFF: 101.47' L TW A1-A-A7 STA: 44+70.00 OFF: 81.00' L TW A1-A-A7 STA: 44+70.00 OFF: 62.00' L TW A1-A-A7 STA: 50+10.00 OFF: 49.00' L TW A1-A-A7 STA: 50+10.00 OFF: 33.00' L TW A1-A-A7 STA: 54+36.82 OFF: 113.24' 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 3 OF 3 C0.3 18 OF 114 LEGEND LEGEND CONT. 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH - BID SCHEDULE B VARIABLE DEPTH HMA MILLING, 4-INCH NOMINAL DEPTH -BID SCHEDULE C VARIABLE DEPTH HMA MILLING, 2-INCH NOMINAL DEPTH 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 C0.4. 5. EXCEPT WHERE NOTED OTHERWISE, ALL PAVEMENT REMOVAL COMPONENTS SHALL BE CONSIDERED PART OF THE BASE BID. 6. ADDITIONAL INTERIM SAWCUTTING SHALL BE REQUIRED IN ACCORDANCE WITH DETAILS 3 AND 4 ON SHEET C0.4. 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 ABANDONED CONCRETE FENCE POST FOOTINGS, EMBEDDED REBAR OR STEEL PIPES. 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. GENERAL NOTES GENERAL NOTES CONT.LEGEND CONT. PAVEMENT MARKING REMOVAL PROPOSED FINAL SAWCUT, SEE GENERAL NOTE 6 POTHOLE UTILITY LINES, SEE GENERAL NOTE 2P STRIPPING LIMITS, SEE DETAIL 6/C0.5 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE B 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE C 1 TO 8 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 - BID SCHEDULE E TAXIWAY A TA X I W A Y A 2 TA X I W A Y A 1 LAKE WASHINGTON BHC 850 PARCEL HANGAR NW SEAPLANES 860 PARCEL RUNWAY 16-34 REFER TO PHASING DRAWINGS FOR TEMPORARY DISPOSITION OF LEAD IN STRIPING REFER TO PHASING DRAWINGS FOR TEMPORARY DISPOSITION OF LEAD IN STRIPING C0.4 5 C0.4 3 OR C0.4 4 C0.4 3 OR C0.4 4 C0.4 2 C0.4 2 C0.4 2 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 EXISTING CATCH BASIN, SEE GENERAL NOTE 3 PROTECT EXISTING MONITORING WELL. NO GRADE ADJUSTMENT REQUIRED. EXISTING ABOVE GRADE HYDRANT, GATE VALVE, WATER METER AND BACKFLOW PREVENTER, SEE GENERAL NOTE 3 PROTECT EXISTING SIGN SEE GENERAL NOTE 3, TYP. EXISTING SURVEY MONUMENT. AS-BUILT PRIOR TO MILLING AND RESET IN KIND UPON FINAL PLACEMENT OF PAVING MILLING IS IMMEDIATELY ADJACENT TO EXISTING HANGAR. CONTRACTOR SHALL MILL AS CLOSE TO STRUCTURE AS POSSIBLE WHILE AVOIDING DAMAGE TO STRUCTURE. SALVAGE EXISTING UNLIGHTED INFORMATIONAL SIGN AND RE-SET IN KIND UPON COMPLETION OF PROJECT. INCIDENTAL TO BID. P BEFA 840/846 PARCEL APRON EXISTING WATER METER, BACKFLOW PREVENTER & HOSE BIB, SEE GENERAL NOTE 3 PROTECT EXISTING BOLLARDS, IF POSSIBLE. OTHERWISE SALVAGE AND REINSTALL. INCIDENTAL TO BID. EXISTING POWER METER, SEE GENERAL NOTE 3 HA N G A R 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 DETAILC0.4 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 C0.4 1 3' MIN. C1.9 7 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 C0.4 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 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 \ S H E E T \ 1 4 _ C 0 . 6 D E M O D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION DETAILS 1 OF 2 C0.4 19 OF 114 C0.4 1 SCALE=NTS TYPICAL FULL DEPTH PAVEMENT REMOVAL C0.4 2 SCALE=NTS VARIABLE DEPTH HMA MILLING C0.4 4 SCALE=NTS FULL DEPTH REMOVAL TRANSITION (WITH PCC) C0.4 3 SCALE=NTS FULL DEPTH REMOVAL TRANSITION (WITHOUT PCC) C0.4 5 SCALE=NTS FULL DEPTH REMOVAL TRANSITION AT RUNWAY 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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. EXISTING ASPHALT DEPTH VARIES. 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 C0.5 7 INITIAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 PIPE OR DUCT TRENCH WIDTH8'8' 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 OR TYPE 2 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 EXISTING ASPHALT DEPTH VARIES. 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 (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 FOR STEPPED TRANSITION DIMENSIONS, REFER TO DETAIL 9.3' PAVEMENT REMOVAL (SCHEDULE B OR C PER PLAN) PAVEMENT REMOVAL (SCHEDULE E), WIDTH VARIES PER PLAN AGGREGATE BASE REMOVAL (SCHEDULE E) LIMITS OF SCHEDULE B OR C REMOVAL, SEE PLAN FOR ADDITIONAL REMOVAL REQUIREMENTS, SEE DETAIL C0.4 1 C1.10 11 1'1' 81' TO TAXIWAY A CENTERLINE 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 1'1' AGGREGATE BASE REMOVAL (SCHEDULE E) C0.4 1EXISTING BASE MATERIAL, THICKNESS VARIES INITIAL SAWCUT (TYP. EACH SIDE), 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 E), WIDTH VARIES PER PLAN LIMITS OF SCHEDULE B OR C REMOVAL, SEE PLAN PAVEMENT TO REMAIN OR BE REHABILITATED 9.3' PAVEMENT REMOVAL (SCHEDULE B OR C 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 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 \ S H E E T \ 1 4 _ C 0 . 6 D E M O D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION DETAILS 2 OF 2 C0.5 20 OF 114 C0.5 6 SCALE=NTS TYPICAL STRIPPING C0.5 7 SCALE=NTS TRENCH PAVEMENT REMOVAL (WITHOUT PCC) C0.5 8 SCALE=NTS TRENCH PAVEMENT REMOVAL (WITH PCC) C0.5 9 SCALE=NTS SCHEDULE E FULL DEPTH AND TRANSITION REMOVAL (WITHOUT PCC) C0.5 10 SCALE=NTS SCHEDULE E FULL DEPTH AND TRANSITION REMOVAL (WITH PCC) 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA UD UD UD UD UD UD UD UD UDUD UD UD UD UD U D UD 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 AH E A D LA N E ON E AH E A D LA N E ON E 20+50 21+50 22+50 23+50 24+50 25+50 26+50 27+50 28+50 29+50 30+50 31+50 32+50 0+ 5 0 1+ 5 0 2+ 5 0 3+ 5 0 4+ 5 0 0+ 5 0 1+5 0 2+5 0 3+50 4+5 0 5+5 0 0+ 0 0 1+ 0 0 2+0 0 3+0 0 4+0 0 5+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 8' T Y P . 50 ' T Y P . 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 31+00 31+50 32+00 32+50 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD TW A1-A-A7 STA: 24+42.80 OFF: 33.00' R TW A1-A-A7 STA: 24+28.10 OFF: 25.00' R TW A1-A-A7 STA: 25+81.82 OFF: 33.00' R TW A1-A-A7 STA: 26+00.09 OFF: 25.00' R TW A1-A-A7 STA: 28+24.26 OFF: 25.00' R TW A1-A-A7 STA: 28+39.49 OFF: 33.00' R TW A1-A-A7 STA: 29+57.90 OFF: 25.00' R TW A1-A-A7 STA: 29+40.83 OFF: 33.00' R 30+50 20 22 24 26 20 22 24 26 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+40 -0.24%-0.07%-0.02%-0.11% -0.10%-0.21% -0.21% EG : 2 5 . 4 5 FG : EG : 2 5 . 4 4 FG : EG : 2 5 . 4 3 FG : EG : 2 5 . 4 2 FG : EG : 2 5 . 4 2 FG : EG : 2 5 . 4 1 FG : EG : 2 5 . 4 1 FG : EG : 2 5 . 3 7 FG : 2 5 . 3 7 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 : 2 5 . 3 0 EG : 2 5 . 2 7 FG : 2 5 . 2 8 EG : 2 5 . 2 5 FG : 2 5 . 2 7 EG : 2 5 . 2 4 FG : 2 5 . 2 5 EG : 2 5 . 2 4 FG : 2 5 . 2 3 EG : 2 5 . 2 4 FG : 2 5 . 2 1 EG : 2 5 . 2 3 FG : 2 5 . 1 9 EG : 2 5 . 2 1 FG : 2 5 . 1 7 EG : 2 5 . 1 9 FG : 2 5 . 1 5 EG : 2 5 . 1 7 FG : 2 5 . 1 3 EG : 2 5 . 1 6 FG : 2 5 . 1 1 EG : 2 5 . 1 3 FG : 2 5 . 0 7 EG : 2 5 . 1 1 FG : 2 5 . 0 3 EG : 2 5 . 0 9 FG : 2 4 . 9 9 EG : 2 5 . 0 6 FG : 2 4 . 9 5 EG : 2 5 . 0 4 FG : 2 4 . 9 1 EG : 2 5 . 0 3 FG : 2 4 . 8 9 EG : 2 5 . 0 1 FG : 2 4 . 8 8 EG : 2 4 . 9 8 FG : 2 4 . 8 7 EG : 2 4 . 9 6 FG : 2 4 . 8 5 EG : 2 4 . 9 4 FG : 2 4 . 8 4 EG : 2 4 . 9 2 FG : 2 4 . 8 2 EG : 2 4 . 9 2 FG : 2 4 . 8 1 EG : 2 4 . 9 2 FG : 2 4 . 7 9 EG : 2 4 . 9 0 FG : 2 4 . 7 8 EG : 2 4 . 8 7 FG : 2 4 . 7 7 EG : 2 4 . 8 3 FG : 2 4 . 7 5 EG : 2 4 . 7 4 FG : 2 4 . 7 4 EG : 2 4 . 6 6 FG : 2 4 . 6 9 EG : 2 4 . 6 1 FG : 2 4 . 6 4 EG : 2 4 . 5 7 FG : 2 4 . 5 9 EG : 2 4 . 5 2 FG : 2 4 . 5 5 EG : 2 4 . 5 1 FG : 2 4 . 5 4 EG : 2 4 . 5 2 FG : 2 4 . 5 4 EG : 2 4 . 5 0 FG : 2 4 . 5 3 EG : 2 4 . 4 9 FG : 2 4 . 5 3 EG : 2 4 . 5 1 FG : 2 4 . 5 2 EG : 2 4 . 4 9 FG : 2 4 . 5 0 EG : 2 4 . 4 9 FG : 2 4 . 4 8 EG : 2 4 . 5 0 FG : 2 4 . 4 6 EG : 2 4 . 5 0 FG : 2 4 . 4 4 EG : 2 4 . 4 5 FG : 2 4 . 4 2 EG : 2 4 . 4 2 FG : 2 4 . 3 9 EG : 2 4 . 4 0 FG : 2 4 . 3 7 EG : 2 4 . 3 9 FG : 2 4 . 3 5 EG : 2 4 . 3 7 FG : 2 4 . 3 3 EG : 2 4 . 3 5 FG : 2 4 . 3 1 EG : 2 4 . 3 3 FG : 2 4 . 2 8 EL E V = 2 5 . 3 9 MA T C H E X I S T I N G S T A = 2 2 + 3 0 . 0 0 EL E V = 2 4 . 5 5 GR A D E B R E A K S T A = 2 9 + 2 0 . 0 0 EL E V = 2 4 . 7 4 GR A D E B R E A K S T A = 2 8 + 4 0 . 0 0 EL E V = 2 4 . 5 2 GR A D E B R E A K S T A = 3 0 + 2 4 . 3 6 EL E V = 2 5 . 1 1 GR A D E B R E A K S T A = 2 5 + 0 0 . 0 0 EL E V = 2 4 . 9 1 GR A D E B R E A K S T A = 2 6 + 0 0 . 0 0 EL E V = 2 5 . 3 5 MA T C H E X I S T I N G S T A = 2 2 + 5 0 . 0 0 STORM CROSSING POWER CROSSING COMM CROSSING WATER CROSSING WATER CROSSING (TO BE ABANDONED) STORM CROSSING COMM CROSSING STORM CROSSINGWATER CROSSING (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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A PLAN & PROFILE STA 22+50 TO 32+80 C1.1 21 OF 114 C1.1 1 SCALE: 1" = 40' PLAN C1.1 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 - BID SCHEDULE A (BASE BID) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE B LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE C PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE E VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE B AND E PAVING, SEE SECTION VIEW COMBINED BID SCHEDULE C AND E 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. RUNWAY 16-34 TA X I W A Y A 5 TAXIWAY A TA X I W A Y A 4 ATCT NW SEAPLANES 608 PARCEL MAINTENANCE BULDING C1.8 1 C1.8 4 C1.8 5 C1.8 5 MATCH OVERLAY TO EXISTING EOP MATCH OVERLAY TO EXISTING EOP 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 LIMITS PROVIDED IN DEMOLITION PLANS C1.9 7 OR C1.9 8 C1.9 7 OR C1.9 8 C1.11 16 C1.11 16 AIRPORT-CITY 600 PARCEL HANGARS MATCH OVERLAY TO EXISTING EOP MATCH TO MILLING LIMITS PROVIDED IN DEMOLITION PLANS C1.11 15 OR C1.9 7 C1.9 8C1.10 12 OR C1.10 11 BOEING FUEL 5-45 PARCEL PSE 622 PARCEL BUILDING PRO-FLIGHT 750 PARCEL APRON 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA UD UD UD U D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD U D UD UD UD UD UD U D U D U D UD UD 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 MP H 15 MP H 15 32+50 33+50 34+50 35+50 36+50 37+50 38+50 39+50 40+50 41+50 42+50 43+50 44+50 0+50 1+50 2 + 5 0 3+50 4 + 5 0 5+50 TW A1-A-A7 STA: 35+80.46 OFF: 25.00' R TW A1-A-A7 STA: 36+00.67 OFF: 33.00' R 0 + 0 0 1+00 2 + 0 0 3+ 0 0 4 + 0 0 5+00 8' T Y P . 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 S D S D S D SD SD SD SD SD SD SDSDSDSDSDSD TW A1-A-A7 STA: 37+42.97 OFF: 33.00' R TW A1-A-A7 STA: 37+56.73 OFF: 25.00' R 20 22 24 26 20 22 24 26 32+40 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 44+60 EG : 2 4 . 3 3 FG : 2 4 . 2 8 EG : 2 4 . 3 1 FG : 2 4 . 2 6 EG : 2 4 . 2 7 FG : 2 4 . 2 4 EG : 2 4 . 2 2 FG : 2 4 . 2 2 EG : 2 4 . 2 3 FG : 2 4 . 2 1 EG : 2 4 . 2 3 FG : 2 4 . 2 1 EG : 2 4 . 2 7 FG : 2 4 . 2 1 EG : 2 4 . 3 0 FG : 2 4 . 2 0 EG : 2 4 . 2 8 FG : 2 4 . 2 0 EG : 2 4 . 2 5 FG : 2 4 . 1 9 EG : 2 4 . 2 1 FG : 2 4 . 1 9 EG : 2 4 . 2 1 FG : 2 4 . 1 8 EG : 2 4 . 2 1 FG : 2 4 . 1 8 EG : 2 4 . 2 1 FG : 2 4 . 1 8 EG : 2 4 . 2 1 FG : 2 4 . 1 7 EG : 2 4 . 2 1 FG : 2 4 . 1 7 EG : 2 4 . 2 0 FG : 2 4 . 1 6 EG : 2 4 . 1 6 FG : 2 4 . 1 6 EG : 2 4 . 1 0 FG : 2 4 . 1 0 EG : 2 4 . 0 4 FG : 2 4 . 0 5 EG : 2 3 . 9 8 FG : 2 3 . 9 9 EG : 2 3 . 9 4 FG : 2 3 . 9 3 EG : 2 3 . 9 2 FG : 2 3 . 8 7 EG : 2 3 . 9 1 FG : 2 3 . 8 2 EG : 2 3 . 8 9 FG : 2 3 . 8 1 EG : 2 3 . 8 6 FG : 2 3 . 8 0 EG : 2 3 . 8 6 FG : 2 3 . 7 9 EG : 2 3 . 8 6 FG : 2 3 . 7 8 EG : 2 3 . 8 6 FG : 2 3 . 7 7 EG : 2 3 . 8 6 FG : 2 3 . 7 6 EG : 2 3 . 8 6 FG : 2 3 . 7 5 EG : 2 3 . 8 6 FG : 2 3 . 7 4 EG : 2 3 . 8 6 FG : 2 3 . 7 3 EG : 2 3 . 8 6 FG : 2 3 . 7 2 EG : 2 3 . 8 4 FG : 2 3 . 7 2 EG : 2 3 . 8 2 FG : 2 3 . 7 1 EG : 2 3 . 8 2 FG : 2 3 . 7 0 EG : 2 3 . 8 2 FG : 2 3 . 6 9 EG : 2 3 . 8 2 FG : 2 3 . 6 8 EG : 2 3 . 8 5 FG : 2 3 . 6 8 EG : 2 3 . 8 5 FG : 2 3 . 6 8 EG : 2 3 . 8 3 FG : 2 3 . 6 8 EG : 2 3 . 8 2 FG : 2 3 . 6 9 EG : 2 3 . 8 1 FG : 2 3 . 6 9 EG : 2 3 . 8 1 FG : 2 3 . 6 9 EG : 2 3 . 8 1 FG : 2 3 . 6 9 EG : 2 3 . 8 2 FG : 2 3 . 7 0 EG : 2 3 . 8 3 FG : 2 3 . 7 0 EG : 2 3 . 8 3 FG : 2 3 . 7 0 EG : 2 3 . 8 5 FG : 2 3 . 7 0 EG : 2 3 . 8 9 FG : 2 3 . 7 0 EG : 2 3 . 9 3 FG : 2 3 . 7 3 EG : 2 3 . 9 6 FG : 2 3 . 7 6 EG : 2 3 . 9 9 FG : 2 3 . 7 9 EG : 2 4 . 0 4 FG : 2 3 . 8 2 EG : 2 4 . 0 7 FG : 2 3 . 8 5 EG : 2 4 . 0 8 FG : 2 3 . 8 6 EG : 2 4 . 0 8 FG : 2 3 . 8 7 EG : 2 4 . 1 0 FG : 2 3 . 8 5 EG : 2 4 . 0 6 FG : 2 3 . 8 2 EG : 2 4 . 0 1 FG : 2 3 . 7 7 EG : 2 3 . 9 2 FG : 2 3 . 7 0 -0.02%-0.28%0.14%-0.05%0.01% EL E V = 2 4 . 2 2 GR A D E B R E A K S T A = 3 3 + 0 0 . 0 0 EL E V = 2 4 . 1 6 GR A D E B R E A K S T A = 3 5 + 8 0 . 0 0 EL E V = 2 3 . 8 2 GR A D E B R E A K S T A = 3 7 + 0 0 . 0 0 EL E V = 2 3 . 6 8 GR A D E B R E A K S T A = 4 0 + 0 0 . 0 0 EL E V = 2 3 . 7 0 GR A D E B R E A K S T A = 4 2 + 4 0 . 0 0 PVIS: 44+14.61 PVIE: 23.95' LVC: 150.00' PV C S : 4 3 + 3 9 . 6 1 PV C E : 2 3 . 8 4 ' POWER CROSSING AIR CROSSING COMM CROSSING STORM CROSSINGCOMM CROSSING POWER CROSSING AIR CROSSING STORM CROSSING WATER CROSSING (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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 MA T C H L I N E , S E E S H E E T C1 . 3 AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A PLAN & PROFILE STA 32+80 TO 45+20 C1.2 22 OF 114 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 - BID SCHEDULE A (BASE BID) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE B LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE C PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE E VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE B AND E PAVING, SEE SECTION VIEW COMBINED BID SCHEDULE C AND E 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. RUNWAY 16-34 TAXIWAY A T A X I W A Y A 3 C1.8 1 C1.8 5 50 ' T Y P . MATCH OVERLAY TO EXISTING EOP 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 LIMITS PROVIDED IN DEMOLITION PLANS C1.9 7 C1.9 8 OR C1.9 7 OR C1.9 8 C1.11 16 C1.9 7 C1.9 8 OR C1.11 16 C1.10 12 OR C1.10 11 BOEING C RAMP 770 PARCEL RAINIER FLIGHT 800/820 PARCEL APRON PRO-FLIGHT 750 PARCEL APRON 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA UD UD UD UD UD UD UD UD UD U D UD UD UD UD UD UD U D U D U D UD UD UD UD UD UD 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+0 0 5 5 + 0 0 56 + 0 0 MP H 15 MP H 15 44+50 45+50 46+50 47+50 48+50 49+50 50+50 51+50 52+50 53+50 54 + 5 0 5 5 + 5 0 56 + 5 0 0+ 5 0 1+ 5 0 2+ 5 0 3+ 5 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 R55' R14 0 ' 8' T Y P . 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+0 0 54 + 5 0 5 5 + 0 0 5 5 + 5 0 56 + 0 0 R20 0 ' 50 ' T Y P . SD SD SD SD SD SD SD SD SD SD E E E E E E TW A1-A-A7 STA: 55+39.62 OFF: 40.88' R TW A1-A-A7 STA: 55+11.86 OFF: 40.37' R TW A1-A-A7 STA: 53+22.42 OFF: 24.99' R TW A1-A-A7 STA: 48+42.97 OFF: 25.00' R TW A1-A-A7 STA: 48+42.97 OFF: 40.17' R TW A1-A-A7 STA: 52+16.62 OFF: 25.00' R TW A1-A-A7 STA: 52+12.17 OFF: 33.00' R TW A1-A-A7 STA: 56+23.49 OFF: 66.14' R TW A1-A-A7 STA: 56+16.47 OFF: 100.59' L TW A1-A-A7 STA: 55+68.04 OFF: 97.09' L TW A1-A-A7 STA: 54+48.72 OFF: 88.12' L TW A1-A-A7 STA: 48+50.97 OFF: 41.00' R TW A1-A-A7 STA: 46+96.65 OFF: 25.00' R TW A1-A-A7 STA: 53+30.86 OFF: 25.00' L TW A1-A-A7 STA: 55+49.22 OFF: 25.00' L TW A1-A-A7 STA: 56+31.49 OFF: 42.41' L 16 18 20 22 24 16 18 20 22 24 44+60 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 56+80 EG : 2 3 . 9 2 FG : 2 3 . 7 0 EG : 2 3 . 7 8 FG : 2 3 . 6 2 EG : 2 3 . 6 3 FG : 2 3 . 5 2 EG : 2 3 . 5 3 FG : 2 3 . 4 1 EG : 2 3 . 4 1 FG : 2 3 . 3 1 EG : 2 3 . 3 0 FG : 2 3 . 2 1 EG : 2 3 . 1 8 FG : 2 3 . 1 1 EG : 2 3 . 0 6 FG : 2 3 . 0 1 EG : 2 2 . 9 8 FG : 2 2 . 9 0 EG : 2 2 . 8 8 FG : 2 2 . 8 0 EG : 2 2 . 8 0 FG : 2 2 . 7 0 EG : 2 2 . 7 4 FG : 2 2 . 6 0 EG : 2 2 . 6 9 FG : 2 2 . 5 5 EG : 2 2 . 6 6 FG : 2 2 . 5 0 EG : 2 2 . 6 3 FG : 2 2 . 4 5 EG : 2 2 . 5 6 FG : 2 2 . 4 0 EG : 2 2 . 4 8 FG : 2 2 . 3 5 EG : 2 2 . 3 9 FG : 2 2 . 3 0 EG : 2 2 . 3 0 FG : 2 2 . 2 5 EG : 2 2 . 2 4 FG : 2 2 . 2 1 EG : 2 2 . 2 0 FG : 2 2 . 1 8 EG : 2 2 . 1 9 FG : 2 2 . 1 8 EG : 2 2 . 2 4 FG : 2 2 . 2 1 EG : 2 2 . 3 1 FG : 2 2 . 2 8 EG : 2 2 . 3 7 FG : 2 2 . 3 4 EG : 2 2 . 4 4 FG : 2 2 . 4 0 EG : 2 2 . 5 1 FG : 2 2 . 4 7 EG : 2 2 . 5 7 FG : 2 2 . 5 3 EG : 2 2 . 6 5 FG : 2 2 . 6 0 EG : 2 2 . 7 0 FG : 2 2 . 6 6 EG : 2 2 . 7 6 FG : 2 2 . 7 3 EG : 2 2 . 8 3 FG : 2 2 . 7 9 EG : 2 2 . 9 0 FG : 2 2 . 8 6 EG : 2 2 . 9 7 FG : 2 2 . 9 2 EG : 2 3 . 0 4 FG : 2 2 . 9 8 EG : 2 3 . 1 2 FG : 2 3 . 0 5 EG : 2 3 . 1 9 FG : 2 3 . 1 1 EG : 2 3 . 2 7 FG : 2 3 . 1 5 EG : 2 3 . 3 5 FG : 2 3 . 2 0 EG : 2 3 . 4 0 FG : 2 3 . 2 5 EG : 2 3 . 4 4 FG : 2 3 . 2 9 EG : 2 3 . 4 9 FG : 2 3 . 3 4 EG : 2 3 . 5 4 FG : 2 3 . 3 8 EG : 2 3 . 5 5 FG : 2 3 . 4 3 EG : 2 3 . 5 4 FG : 2 3 . 4 7 EG : 2 3 . 5 9 FG : 2 3 . 5 1 EG : 2 3 . 6 7 FG : 2 3 . 5 1 EG : 2 3 . 7 0 FG : 2 3 . 4 8 EG : 2 3 . 7 2 FG : 2 3 . 4 1 EG : 2 3 . 7 9 FG : 2 3 . 3 4 EG : 2 3 . 8 3 FG : 2 3 . 2 7 EG : 2 3 . 8 7 FG : 2 3 . 2 1 EG : 2 3 . 8 8 FG : 2 3 . 1 4 EG : 2 3 . 8 2 FG : 2 3 . 0 7 EG : 2 3 . 7 7 FG : 2 3 . 0 2 EG : 2 3 . 6 5 FG : 2 3 . 0 1 EG : 2 3 . 5 7 FG : 2 3 . 0 3 EG : 2 3 . 4 5 FG : 2 3 . 1 0 EG : 2 3 . 3 5 FG : 2 3 . 2 1 EG : 2 3 . 3 6 FG : EG : 2 3 . 5 7 FG : EG : 2 3 . 8 1 FG : MATCH EXISTING STA = 56+31.49 ELEV = 23.29 EL E V = 2 2 . 6 0 GR A D E B R E A K S T A = 4 6 + 8 0 . 0 0 EL E V = 2 3 . 1 0 GR A D E B R E A K S T A = 5 1 + 7 5 . 0 0 PVIS: 53+76.99 PVIE: 23.56 LVC: 60.00'PV C S : 5 3 + 4 6 . 9 9 PV C E : 2 3 . 4 9 ' PV T S : 5 4 + 0 6 . 9 9 PV T E : 2 3 . 4 6 ' PVIS: 44+14.61 PVIE: 23.95' LVC: 150.00'PV T S : 4 4 + 8 9 . 6 1 PV T E : 2 3 . 5 7 ' PVIS: 55+71.75 PVIE: 22.89 LVC: 100.00'PV C S : 5 5 + 2 1 . 7 5 PV C E : 2 3 . 0 6 ' PV T S : 5 6 + 2 1 . 7 5 PV T E : 2 3 . 2 2 ' PVIS: 48+72.82 PVIE: 22.12 LVC: 70.00' PV C S : 4 8 + 3 7 . 8 2 PV C E : 2 2 . 2 1 ' PV T S : 4 9 + 0 7 . 8 2 PV T E : 2 2 . 2 4 ' -0.34%0.66%-0.51% -0.25%0.32%0.23% SANITARY CROSSING STORM CROSSING STORM CROSSING POWER 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A & A1 PLAN & PROFILE STA 45+20 TO 57+60 C1.3 23 OF 114 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 - BID SCHEDULE A (BASE BID) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE B LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE C PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE E VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE B AND E PAVING, SEE SECTION VIEW COMBINED BID SCHEDULE C AND E 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. C1.3 1 SCALE: 1" = 40' PLAN C1.3 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE RUNWAY 16-34 TAXIWAY A TA X I W A Y A 2 TA X I W A Y A 1 LAKE WASHINGTON HA N G A R C1.8 1 C1.8 2 C1.8 4 C1.8 5 MATCH TO MILLING & SAWCUT LIMITS PROVIDED IN DEMOLITION PLANS MATCH PAVING TO EXISTING CONCRETE RAMP & RETAINING WALL. MATCH OVERLAY TO EXISTING EOP 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 LIMITS PROVIDED IN DEMOLITION PLANS OVERLAY LIMITS SHALL MATCH EXISTING GRADE AT RELEVANT BID SCHEDULE MILLING LIMITS PROVIDED IN DEMOLITION PLANS, TYP. C1.9 7 C1.9 8 OR C1.11 16 C1.11 16 C1.9 7 C1.9 7 OR C1.9 8 C1.11 16 C1.12 17FOR ENLARGED PLAN OF INTERSECTION TRANSITION AREAS, REFER TO DETAIL C1.8 4 BHC 850 PARCEL HANGAR NW SEAPLANES 860 PARCEL BEFA 840/846 PARCEL APRON SEE GENERAL NOTE 2 2.PAVING SURFACES ARE UNEVEN AT EXISTING DOCK ENTRANCE. CONTRACTOR SHALL FIELD FIT AN ASPHALT TRANSITION TO TIE PROPOSED ASPHALT PAVING INTO EXISTING CONCRETE RAMP.95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA UD UD UD UD UD U D UDUD UD UD 48 + 0 0 49 + 0 0 50 + 0 0 51 + 0 0 S. MPH 15 MPH 15 47 + 5 0 48 + 5 0 49 + 5 0 50 + 5 0 0+50 1+50 2+50 3+50 4+50 5+500+00 1+00 2+00 3+00 4+00 5+00 6+006+01 47 + 5 0 48 + 0 0 48 + 5 0 49 + 0 0 49 + 5 0 50 + 0 0 50 + 5 0 51 + 0 0 50' TYP. S D S D SDSDSD 18 20 22 24 26 18 20 22 24 26 0+00 1+00 2+00 3+00 4+00 5+00 6+00 EG : FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 6 3 FG : EG : 2 2 . 7 9 FG : EG : 2 2 . 5 8 FG : EG : 2 2 . 4 2 FG : 2 2 . 3 8 EG : 2 2 . 2 2 FG : 2 2 . 1 8 EG : 2 1 . 9 8 FG : 2 1 . 9 9 EG : 2 1 . 7 5 FG : 2 1 . 8 5 EG : 2 1 . 5 6 FG : 2 1 . 7 9 EG : 2 1 . 5 8 FG : 2 1 . 8 0 EG : 2 1 . 7 7 FG : 2 1 . 9 0 EG : 2 2 . 0 3 FG : 2 2 . 0 7 EG : 2 2 . 3 2 FG : 2 2 . 3 1 EG : 2 2 . 6 0 FG : 2 2 . 5 9 EG : 2 2 . 8 8 FG : 2 2 . 8 8 EG : 2 3 . 1 7 FG : EG : 2 3 . 4 8 FG : EG : 2 3 . 8 3 FG : EG : 2 4 . 1 1 FG : EG : 2 4 . 3 9 FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : FG : 1.40%-1.00%-1.00% EL E V = 2 2 . 3 8 MA T C H T W A C L S T A = 2 + 0 0 . 0 0 MATCH EXISTING STA = 4+06.84 ELEV = 22.97 GRADE BREAK STA = 2+25.00 ELEV = 22.13 PVIS: 2+96.27 PVIE: 21.42 LVC: 125.00' PV C S : 2 + 3 3 . 7 7 PV C E : 2 2 . 0 5 ' PV T S : 3 + 5 8 . 7 7 PV T E : 2 2 . 3 0 ' POWER 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN 0 SCALE 1" = 40 80 40' N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A2 PLAN & PROFILE C1.4 24 OF 114 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 - BID SCHEDULE A (BASE BID) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE B LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE C PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE E VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE B AND E PAVING, SEE SECTION VIEW COMBINED BID SCHEDULE C AND E 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. C1.4 1 SCALE: 1" = 40' PLAN C1.4 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE TAXIWAY A2 RU N W A Y 1 6 - 3 4 TA X I W A Y A C1.8 4 HANGAR HANGAR SEAPLANE APRON GA TIEDOWN APRON C E D A R R I V E R REFER TO SHEETS #### - C1.3 FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.8 5 C1.8 1 C1.9 7 OR C1.9 8 C1.11 16 C1.9 7 C1.9 8 OR 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA UDU D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 34+ 0 0 35+ 0 0 36+ 0 0 37 + 0 0 38+ 0 0 39 + 0 0 ATC T C L E A R A N C E R E Q U I R E D ATCT C L E A R A N C E R E Q U I R E D ATCT C L E A R A N C E R E Q U I R E D MPH 15 MPH 15 34 + 5 0 35+5 0 36 + 5 0 37 + 5 0 38 + 5 0 39+ 5 0 0+50 1+50 2+50 3+50 4+50 5+50 6+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+26 34+ 0 0 34 + 5 0 35+ 0 0 35+5 0 36+ 0 0 36 + 5 0 37 + 0 0 37 + 5 0 38+ 0 0 38 + 5 0 39 + 0 0 39+ 5 0 SDSDSD S D S D SD 20 22 24 26 20 22 24 26 0+00 1+00 2+00 3+00 4+00 5+00 6+00 EL E V = 2 4 . 0 8 MA T C H T W A C L S T A = 2 + 0 0 . 0 0 EL E V = 2 4 . 0 6 MA T C H E X I S T I N G S T A = 4 + 9 2 . 8 1 GRADE BREAK STA = 2+46.70 ELEV = 23.63 PVIS: 3+32.86 PVIE: 22.77 LVC: 150.00' PV C S : 2 + 5 7 . 8 6 PV C E : 2 3 . 5 2 ' PV T S : 4 + 0 7 . 8 6 PV T E : 2 3 . 3 7 ' EG : FG : EG : FG : EG : 2 4 . 6 2 FG : EG : 2 4 . 6 9 FG : EG : 2 4 . 8 5 FG : EG : 2 4 . 9 5 FG : EG : 2 4 . 7 7 FG : EG : 2 4 . 6 0 FG : EG : 2 4 . 4 8 FG : EG : 2 4 . 3 0 FG : EG : 2 4 . 0 8 FG : EG : 2 3 . 9 2 FG : 2 3 . 8 9 EG : 2 3 . 6 8 FG : 2 3 . 7 0 EG : 2 3 . 4 9 FG : 2 3 . 5 0 EG : 2 3 . 2 6 FG : 2 3 . 3 3 EG : 2 3 . 1 0 FG : 2 3 . 2 1 EG : 2 2 . 9 2 FG : 2 3 . 1 3 EG : 2 2 . 8 6 FG : 2 3 . 1 1 EG : 2 2 . 9 1 FG : 2 3 . 1 3 EG : 2 2 . 9 7 FG : 2 3 . 2 0 EG : 2 3 . 0 9 FG : 2 3 . 3 1 EG : 2 3 . 2 9 FG : 2 3 . 4 7 EG : 2 3 . 5 3 FG : 2 3 . 6 3 EG : 2 3 . 7 1 FG : 2 3 . 7 9 EG : 2 3 . 9 2 FG : 2 3 . 9 5 EG : 2 4 . 1 4 FG : EG : 2 4 . 3 6 FG : EG : 2 4 . 5 4 FG : EG : 2 4 . 7 7 FG : EG : 2 5 . 0 1 FG : EG : 2 5 . 2 4 FG : 0.80%-0.96%-1.00% WATER CROSSING STORM CROSSING STORM CROSSING POWER CROSSING POWER CROSSING AIR CROSSING COMM 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A3 PLAN & PROFILE C1.5 25 OF 114 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 - BID SCHEDULE A (BASE BID) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE B LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE C PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE E VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE B AND E PAVING, SEE SECTION VIEW COMBINED BID SCHEDULE C AND E 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. C1.5 1 SCALE: 1" = 40' PLAN C1.5 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE TAXIWAY A3 RU N W A Y 1 6 - 3 4 TA X I W A Y A BOE I N G A P R O N C HA N G A R C1.8 4 C1.8 1 C1.8 5 REFER TO SHEETS #### - C1.3 FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.11 16 C1.9 7 OR C1.9 8 C1.9 7 C1.9 8 OR C1.10 11 OR C1.10 12 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA UD U D U D UD UD UD UD UD UD UD UD 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 AHEADLANEONE 27 + 5 0 28 + 5 0 29 + 5 0 30 + 5 0 0+50 1+50 2+50 3+50 4+50 5+50 0 + 0 0 6+010+00 1+00 2+00 3+00 4+00 5+00 6+00 27 + 5 0 28 + 0 0 28 + 5 0 29 + 0 0 29 + 5 0 30 + 0 0 31 + 0 0 SD SDSD SD SD SD SD 30 + 5 0 20 22 24 26 20 22 24 26 0+00 1+00 2+00 3+00 4+00 5+00 6+00 1.04%-1.25%-0.85% EL E V = 2 4 . 6 2 MA T C H T W A C L S T A = 2 + 0 0 . 0 0 MATCH EXISTING STA = 4+07.22 ELEV = 24.41 PVIS: 3+18.03 PVIE: 23.48 LVC: 170.00' PV C S : 2 + 3 3 . 0 3 PV C E : 2 4 . 2 1 ' PV T S : 4 + 0 3 . 0 3 PV T E : 2 4 . 3 7 ' EG : FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 6 7 FG : EG : 2 5 . 4 5 FG : EG : 2 5 . 3 0 FG : EG : 2 5 . 0 4 FG : EG : 2 4 . 8 6 FG : EG : 2 4 . 5 9 FG : EG : 2 4 . 3 4 FG : 2 4 . 3 7 EG : 2 4 . 0 6 FG : 2 4 . 1 5 EG : 2 3 . 8 9 FG : 2 4 . 0 2 EG : 2 3 . 8 7 FG : 2 3 . 9 3 EG : 2 3 . 8 7 FG : 2 3 . 8 9 EG : 2 3 . 8 9 FG : 2 3 . 8 9 EG : 2 3 . 9 4 FG : 2 3 . 9 3 EG : 2 4 . 0 4 FG : 2 4 . 0 2 EG : 2 4 . 1 5 FG : 2 4 . 1 6 EG : 2 4 . 3 2 FG : 2 4 . 3 4 EG : 2 4 . 5 8 FG : EG : 2 4 . 8 4 FG : EG : 2 5 . 1 5 FG : EG : 2 5 . 4 6 FG : EG : 2 5 . 7 5 FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : FG : WATER CROSSING POWER CROSSING POWER CROSSING POWER CROSSING AIR CROSSING COMM 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A4 PLAN & PROFILE C1.6 26 OF 114 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 - BID SCHEDULE A (BASE BID) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE B LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE C PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE E VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE B AND E PAVING, SEE SECTION VIEW COMBINED BID SCHEDULE C AND E 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. C1.6 1 SCALE: 1" = 40' PLAN C1.6 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE TAXIWAY A4 TA X I W A Y A RU N W A Y 1 6 - 3 4 C1.8 1 C1.8 5 C1.8 4 HA N G A R HA N G A R TA X I W A Y B TAXIWAY B4 BOEING FUEL FARM REFER TO SHEETS #### - C1.3 FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.11 16 C1.9 7 OR C1.9 8 C1.9 7 C1.9 8 OR C1.10 11 OR C1.10 12 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA U D UD U D U D 23 + 0 0 24+00 25+00 26+00 27+00 28+00 AH E A D LA N E ONE 2 3 + 5 0 24+50 2 5 + 5 0 26+50 27 + 5 0 0+5 0 0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+260+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+0 0 1+0 0 2 3 + 0 0 2 3 + 5 0 24+00 24+50 2 5 + 0 0 25 + 5 0 26+00 26+50 27+00 27+50 28+00 S D SD SD SD SD SD SD 20 22 24 26 28 30 20 22 24 26 28 30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0.71%-0.74%-0.74% EL E V = 2 4 . 9 7 MA T C H T W A C L S T A = 2 + 0 0 . 0 0 MATCH EXISTING STA = 4+93.19 ELEV = 24.82 EL E V = 2 4 . 6 3 GR A D E B R E A K S T A = 2 + 4 6 . 6 7 PVIS: 3+54.00 PVIE: 23.83 LVC: 150.00' PV C S : 2 + 7 9 . 0 0 PV C E : 2 4 . 3 9 ' PV T S : 4 + 2 9 . 0 0 PV T E : 2 4 . 3 7 ' EG : FG : EG : FG : EG : 2 5 . 0 4 FG : EG : 2 5 . 1 8 FG : EG : 2 5 . 2 5 FG : EG : 2 5 . 1 2 FG : EG : 2 5 . 4 2 FG : EG : 2 5 . 4 2 FG : EG : 2 5 . 3 2 FG : EG : 2 5 . 2 1 FG : EG : 2 5 . 0 7 FG : EG : 2 4 . 9 4 FG : 2 4 . 8 2 EG : 2 4 . 7 0 FG : 2 4 . 6 8 EG : 2 4 . 4 8 FG : 2 4 . 5 3 EG : 2 4 . 2 1 FG : 2 4 . 3 8 EG : 2 4 . 0 2 FG : 2 4 . 2 5 EG : 2 3 . 8 7 FG : 2 4 . 1 7 EG : 2 3 . 9 1 FG : 2 4 . 1 2 EG : 2 3 . 9 4 FG : 2 4 . 1 1 EG : 2 4 . 0 1 FG : 2 4 . 1 3 EG : 2 4 . 1 3 FG : 2 4 . 2 0 EG : 2 4 . 2 7 FG : 2 4 . 3 1 EG : 2 4 . 4 0 FG : 2 4 . 4 4 EG : 2 4 . 5 5 FG : 2 4 . 5 9 EG : 2 4 . 7 1 FG : 2 4 . 7 3 EG : 2 4 . 8 8 FG : EG : 2 5 . 1 0 FG : EG : 2 5 . 3 1 FG : EG : 2 5 . 5 7 FG : EG : 2 5 . 8 0 FG : EG : 2 6 . 0 7 FG : WATER CROSSING AIR CROSSING POWER CROSSING COMM CROSSING POWER 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN 0 SCALE 1" = 40 80 40' N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A5 PLAN & PROFILE C1.7 27 OF 114 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 - BID SCHEDULE A (BASE BID) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE B LEGEND CONT. VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE C PROPOSED BOEING PAVEMENT REHABILITATION - BID SCHEDULE E VARIABLE DEPTH HMA OVERLAY, 2-INCH MINIMUM. LEGEND CONT. COMBINED BID SCHEDULE B AND E PAVING, SEE SECTION VIEW COMBINED BID SCHEDULE C AND E 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. C1.7 1 SCALE: 1" = 40' PLAN C1.7 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE TAXIWAY A5 TAXIWAY A R U N W A Y 1 6 - 3 4 C1.8 5 C1.8 1 C1.8 4 BOEING FUEL FARM HANGAR H A N G A R ATCT REFER TO SHEETS C1.1 - C1.3 FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.9 7 OR C1.9 8 C1.9 7 C1.9 8 OR C1.11 16 C1.10 11 OR C1.10 12 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 3, THIS SHEET. EXISTING BASE MATERIAL, SEE NOTE 1 VARIES PER PLAN VARIES GEOTEXTILE SEPARATION FABRIC, MAINTAIN CONTINUITY WITH TYPE 1 REHABILITATION SECTION 9" CRUSHED AGGREGATE BASE COURSE (P209) 4" ASPHALT SURFACE COURSE (P-401) TYPE 1 REHAB, SEE DETAIL 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 3, THIS SHEET. ADJACENT SURFACE VARIES, SEE PLAN C1.8 1 VARIES PER PLAN TOP OF MILLED SURFACE OR PREPARED OVERLAY BASE VARIABLE DEPTH ASPHALT LEVELING COURSE, AS NEEDED (P-401) EXISTING ASPHALT PAVEMENT TO REMAIN VARIES 4" MIN ASPHALT SURFACE COURSE (P-401) PROPOSED BUTT JOINT. SEE DETAIL VARIES TYPE 1 REHAB TRANSITION, SEE DETAILSC1.9 9 C1.9 7 C1.9 8 TW C E N T E R L I N E VARIES PER PLANVARIES PER PLAN VARIES TOP OF MILLED SURFACE OR PREPARED OVERLAY BASE VARIABLE DEPTH ASPHALT LEVELING COURSE, AS NEEDED (P-401) EXISTING ASPHALT PAVEMENT TO REMAIN VARIES 2" MIN ASPHALT SURFACE COURSE (P-401) UNPAVED SURFACING (WHERE REQUIRED), SEE DETAIL C1.9 10UNPAVED SURFACING (WHERE REQUIRED), SEE DETAIL C1.9 10 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 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 \ S H E E T \ 1 6 _ C 1 . 1 1 P A V I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 1 OF 7 C1.8 28 OF 114 C1.8 1 SCALE=NTS TYPE 1 REHABILITATION (ADG III) C1.8 2 SCALE=NTS TYPE 2 REHABILITATION (ADG II) C1.8 4 SCALE=NTS VARIABLE DEPTH HMA OVERLAY (4-INCH MINIMUM) C1.8 5 SCALE=NTS VARIABLE DEPTH TAXIWAY OVERLAY (2-INCH MINIMUM) C1.8 3 SCALE=NTS TYPICAL SUBGRADE STABILIZATION 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 3" TOPSOIL (T-905) HYDROSEEDING (T-901) PROPOSED SUBGRADE COMPACTED PER P-152 UNPAVED SURFACING (WHERE REQUIRED), SEE DETAIL C1.9 10TYPE 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) EXISTING ASPHALT PAVEMENT TO REMAIN 2" MIN ASPHALT SURFACE COURSE (P-401) C1.9 7 C1.9 8 EXISTING BASE MATERIAL, PREPARED IN ACCORDANCE WITH DETAILS TYPE 1 OR TYPE 2 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), WHERE APPLICABLE. FOR THICKNESS, REFER TO DETAILS 3' 3' 8' TRANSITION SEE PLAN FOR TRANSITION LIMITS CRUSHED AGGREGATE BASE COURSE (P209). FOR THICKNESS, REFER TO DETAILSC1.8 1 SE E NO T E 1 C1.8 1 C1.8 1 NOTE: 1.HEIGHT OF EACH TRANSITIONAL STEP SHALL BE EQUIVALENT TO THE THICKNESS OF EACH LIFT OF CRUSHED AGGREGATE BASE PLACED. C1.8 2 C1.8 2 C1.8 2 PROPOSED ASPHALT OVERLAY, THICKNESS VARIES TACK EXISTING PAVEMENT EDGE PRIOR TO PAVING, SEE NOTE 1 EXISTING ASPHALT PAVEMENT TO REMAINNOTE: 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 OR TYPE 2 REHAB GEOTEXTILE SEPARATION FABRIC MILL AND INLAY OR EXISTING PAVEMENT TO REMAIN ASPHALT SURFACE COURSE (P-401) AND ASPHALT BASE COURSE (P-403), WHERE APPLICABLE. FOR THICKNESS, REFER TO DETAILS 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 DETAILS 1 AND 2 ON SHEET C1.8. THICKNESS SHALL BE VARIED AS FOLLOWS: 2.1.IN AREAS RECEIVING TYPE 1 REHAB, ASPHALT BASE COURSE (P-403) DEPTH SHALL BE VARIED 2.2.IN AREAS RECEIVING TYPE 2 REHAB, ASPHALT SURFACE COURSE (P-401) DEPTH SHALL BE VARIED. C1.8 2 C1.8 2 C1.8 2 SEE PLAN FOR TRANSITION LIMITS 8' TRANSITION VARIABLE DEPTH ASPHALT PAVING (P-401 OR P-403), SEE NOTE 2 SEE NOTE 1 C1.8 1 C1.8 1 C1.8 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 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 \ S H E E T \ 1 6 _ C 1 . 1 1 P A V I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 2 OF 7 C1.9 29 OF 114 C1.9 10 SCALE=NTS UNPAVED SURFACING C1.9 6 SCALE=NTS VARIABLE DEPTH BYPASS APRON OVERLAY (2-INCH MINIMUM) C1.9 7 SCALE=NTS TYPICAL TYPE 1 & 2 REHAB TRANSITION (WITHOUT PCC) C1.9 9 SCALE=NTS TYPICAL BUTT JOINT C1.9 8 SCALE=NTS TYPICAL TYPE 1 & 2 REHAB TRANSITION (WITH PCC) 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 3, SHEET C1.8. 2.HEIGHT OF EACH TRANSITIONAL STEP SHALL BE EQUIVALENT TO THE THICKNESS OF EACH LIFT OF CRUSHED AGGREGATE BASE PLACED. 9.3' SURFACE COURSE PAVING (SCHEDULES B OR C PER PLAN), WIDTH VARIES PER PLAN 1' VARIES 1' SURFACE COURSE PAVING (SCHEDULE E), WIDTH VARIES PER PLAN EXISTING BASE MATERIAL, SEE NOTE 1 EXISTING PAVEMENT TO REMAIN SE E NO T E 2 5.5' 1' LIMITS OF SCHEDULE B OR C PAVING, SEE PLAN OVERLAY LIMITS (SCHEDULES B OR C) 81' TO TAXIWAY A CENTERLINE 7.3' SURFACE COURSE PAVING (SCHEDULE E), WIDTH VARIES PER PLAN EXISTING PAVEMENT TO REMAIN OVERLAY LIMITS (SCHEDULES B OR C) 4" ASPHALT SURFACE COURSE (P-401) STABILIZED BASE COURSE PAVEMENT LIMITS (SCHEDULE E) 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 C1.8. VARIABLE DEPTH ASPHALT STABILIZED BASE COURSE (P-403), SEE NOTE 1 LIMITS OF SCHEDULE B OR C PAVING, SEE PLAN EXISTING BURIED PCC TO REMAIN 9.3' SURFACE COURSE PAVING (SCHEDULES B OR C PER PLAN), WIDTH VARIES 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 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 \ S H E E T \ 1 6 _ C 1 . 1 1 P A V I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVING DETAILS 3 OF 7 C1.10 30 OF 114 C1.10 11 SCALE=NTS SCHEDULE E REHAB AND TRANSITION (WITHOUT PCC) C1.10 12 SCALE=NTS SCHEDULE E REHAB AND TRANSITION (WITH PCC) 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 20'TYPICAL TYPE 1 REHAB TRANSITION, SEE DETAILSPROPOSED BUTT JOINT. SEE DETAIL C1.9 9 PHASE 1 / PHASE 2 BOUNDARY 4" ASPHALT SURFACE COURSE (P-401) TOP OF MILLED SURFACE EXISTING ASPHALT PAVEMENT TO REMAIN C1.9 7 C1.9 8 TYPE 1 REHAB, SEE DETAIL C1.8 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 C1.9 9 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, GRADE 60, @ 12" O.C. EACH WAY 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 C1.8. 10' 10' BASE TRANSITION LENGTH 6" TRANSITION SLAB (P-610), SEE NOTE 2 ASPHALT SURFACE COURSE (P401). FOR THICKNESS SEE DETAIL C1.8 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 C1.13 21 EXISTING AGGREGATE BASE TYPE 1 REHAB, SEE DETAIL C1.8 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, GRADE 60, @ 12" O.C. EACH WAY 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 C1.8. 10' 10' BASE TRANSITION LENGTH 6" TRANSITION SLAB (P-610), SEE NOTE 2 ASPHALT SURFACE COURSE (P401). FOR THICKNESS SEE DETAIL C1.8 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 C1.13 21 UNDERDRAIN, WHERE OCCURS, SEE DRAINAGE PLANS TYPE 1 OR TYPE 2 REHAB UNPAVED SURFACING, SEE DETAIL VARIES OFFSET P209 1' FROM EOP CRUSHED AGGREGATE BASE COURSE (P209). FOR THICKNESS, REFER TO DETAILS ASPHALT SURFACE COURSE (P-401) AND ASPHALT BASE COURSE (P-403), WHERE APPLICABLE. FOR THICKNESS, REFER TO DETAILS ENSURE HYDRAULIC CONNECTION BETWEEN P209 AND POROUS UNDERDRAIN BACKFILL C1.9 10 C1.8 1 C1.8 2 C1.8 1 C1.8 2 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 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 \ S H E E T \ 1 6 _ C 1 . 1 1 P A V I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 4 OF 7 C1.11 31 OF 114 C1.11 15 SCALE=NTS TYPE 1 REHAB TRANSITION AT PHASE BOUNDARY C1.11 13 SCALE=NTS TYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A1 & A6 C1.11 14 SCALE=NTS TYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A7 C1.11 16 SCALE=NTS TYPE 1 & 2 REHAB AT PAVEMENT EDGE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA EXISTING RUNWAY PAVEMENT TO REMAIN LIMITS OF PROPOSED TYPE 1 REHAB SURFACE COURSE C1.11 14 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 PROVIDE 4-INCH MILL AND VARIABLE DEPTH OVERLAY FOR REMAINING SECTIONS OF ASPHALT PAVEMENT, 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. C1.13 21 C1.13 22 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 TY P E 2 R E H A B TY P I C A L T Y P E 2 RE H A B T R A N S I T I O N C1.11 13 C1.9 8 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 PAVING PROPOSED BASE TRANSITION 10 ' T Y P . SE E N O T E 2 10 ' LIMITS OF EXISTING BURIED PCC TO REMAIN SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH THE DEMOLITION PLANS BURIED PCC SLAB TO REMAIN 2-INCH MILL AND OVERLAY LAP JOINT 6' EDGE OF EXISTING RUNWAY EXISTING JOINT LAYOUT SHOWN IS GENERIC. ACTUAL JOINT LAYOUT SHALL BE VERIFIED IN THE FIELD SIM. SEE NOTE 1 15 ' LIMITS OF PROPOSED TYPE 1 & TYPE 2 REHAB SURFACE COURSE NOTES: 1.8 FOOT TYPICAL TYPE 2 TRANSITION WIDTH SHALL BE ADJUSTED TO 15 FEET FOR TAXIWAY A1 TRANSITION. 2.TYPICAL WIDTH OF TRANSITION SLAB MAY BE REQUIRED TO VARY DEPENDING ON THE PROPOSED PANEL LAYOUT. CONTRACTOR SHALL PROTECT EXISTING RUNWAY GROOVING EXISTING RUNWAY PAVEMENT TO REMAIN C1.13 21 C1.13 22 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 C1.11 13CONTRACTOR SHALL PROTECT EXISTING RUNWAY GROOVING 2-INCH MILL AND OVERLAY 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. C1.13 21 C1.13 22 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 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 \ S H E E T \ 1 6 _ C 1 . 1 1 P A V I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 5 OF 7 C1.12 32 OF 114 C1.12 19 SCALE=NTS TAXIWAY A7 - RUNWAY 16-34 INTERSECTION ENLARGED PLAN C1.12 17 SCALE=NTS TAXIWAY A1 - RUNWAY 16-34 INTERSECTION ENLARGED PLAN C1.12 18 SCALE=NTS TAXIWAY A6 - RUNWAY 16-34 INTERSECTION ENLARGED PLAN C1.12 20 SCALE=NTS CRACK ROUTE AND SEAL 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA T/2 3/4" x 18" SMOOTH DOWELS @ 12" O.C. EPOXY PAINTED AND LUBRICATED PER P-501 DRILL AND INSTALL DOWELS PER P-501 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-501 C1.13 24 C1.13 23 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 C1.13 21 C1.13 22 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 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 \ S H E E T \ 1 6 _ C 1 . 1 1 P A V I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 6 OF 7 C1.13 33 OF 114 C1.13 21 SCALE=NTS TYPICAL CONSTRUCTION JOINT C1.13 22 SCALE=NTS TYPICAL CONTRACTION JOINT C1.13 24 SCALE=NTS DOWEL BASKET ASSEMBLY C1.13 23 SCALE=NTS CONTRACTION JOINT SAWCUT C1.13 25 SCALE=NTS TYPICAL DOWEL SPACING AT PANEL CORNERS 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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) C0.5 7 NOTES: 1.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 OR TYPE 2 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 C0.5 8 EXISTING AGGREGATE BASE (TYP.) NOTE: 1.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 OR TYPE 2 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 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 \ S H E E T \ 1 6 _ C 1 . 1 1 P A V I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 7 OF 7 C1.14 34 OF 114 C1.14 26 SCALE=NTS TRENCH PAVEMENT RESTORATION (WITHOUT PCC) C1.14 27 SCALE=NTS TRENCH PAVEMENT RESTORATION (WITH PCC) C1.14 28 SCALE=NTS TYPICAL TRENCH STABILIZATION 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E 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 SE E O V E R L A Y P L A N C2 . 1 3 1+5 0 2+ 5 0 3+ 5 0 4+50 SE E O V E R L A Y P L A N C2 . 7 SEE GENERAL NOTE 1 SEE GEN E R A L N O T E 1 SE E G E N E R A L N O T E 1 -1 . 3 9 % -1 . 0 0 % -1 . 3 2 % -1 . 0 2 % -1 . 2 5 % -1 . 0 8 % -1 . 2 5 % -1 . 1 3 % -1 . 2 5 % -1 . 1 2 % -1 . 2 5 % -1 . 1 9 % -1 . 2 5 % -1 . 1 8 % -1 . 2 5 % -1 . 1 0 % -1 . 2 5 % -1 . 0 5 % -1 . 2 5 % -1 . 1 0 % -1 . 2 5 % -1 . 1 0 % -1 . 2 5 % -1 . 2 3 % -1 . 2 5 % -1 . 3 0 % -1 . 2 5 % -1 . 3 9 % -1 . 2 5 % -1 . 3 9 % 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 25.68'25.66'25.66'25.65'25.62'25.62'25.60'25.55'25.51'25.50'25.48'25.47'25.44'2 5 . 4 2 ' 2 5 . 3 7 ' 25.00'25.00'24.99'24.97'24.94'24.92'24.90'24.87' 24 . 8 7 ' 24 . 7 6 ' 24 . 7 5 ' 24.7 2 ' 24 . 7 0 ' 24 . 6 5 ' 24 . 6 0 ' 2 4 . 5 5 ' 24.53' 2 4 . 6 0 ' SD SD SD SD SD SD SD SD SD SD SD SD SD UD 24 . 0 24.0 24 . 0 24. 5 2 4 . 5 23 . 8 23.8 23 . 9 23 . 9 23.9 24 . 1 24.1 24 . 1 24 . 2 24 . 2 24 . 3 24 . 3 24 . 4 24 . 4 24. 6 2 4 . 6 24. 7 2 4 . 7 2 4 . 0 24 . 0 2 3 . 6 23 . 6 2 3 . 7 23 . 7 23 . 8 2 3 . 8 2 3 . 9 23 . 9 24.5 24.1 24.2 24.3 24.4 24.6 24.7 24.8 23 . 5 23 . 3 2 3 . 4 2 3 . 6 2 3 . 7 2 3 . 8 2 3 . 8 24.0 24.5 25.0 24.1 24.2 24.3 24.4 24.6 24.7 24.8 24.9 25.1 25.2 25.3 25.4 STA=22+58.82 OFF=95.70'R EL=24.91' STA=23+61.15 OFF=72.33'R EL=23.42' TW A5 STA=4+05.25 OFF=38.85'L EL=~23.19' MATCH EXST TW A5 STA=3+19.24 OFF=20.01'L EL=23.87' STA=22+60.03 OFF=39.59'R EL=~24.34' MATCH EXST TW A5 STA=5+38.65 OFF=102.15'R EL=~24.30' MATCH EXST TW A5 STA=3+85.99 OFF=38.86'R EL=23.85' TW A5 STA=3+29.74 OFF=65.92'L EL=~23.75' MATCH EXST STA=24+20.46 OFF=45.64'R EL=~23.98' MATCH EXST TW A5 STA=3+44.73 OFF=45.01'R EL=~23.27' MATCH EXST STA=21+90.10 OFF=125.33'R EL=~23.90' MATCH EXST STA=21+71.19 OFF=63.82'R EL=~23.64' MATCH EXST TW A5 STA=4+84.43 OFF=99.59'R EL=~23.96' MATCH EXST STA=22+01.10 OFF=54.52'R EL=~23.88' MATCH EXST STA=22+28.18 OFF=48.28'R EL=~24.09' MATCH EXST TW A5 STA=4+30.43 OFF=35.24'R EL=24.22' TW A5 STA=3+45.98 OFF=40.60'R EL=23.15' TW A5 STA=3+82.83 OFF=23.74'R EL=23.96' STA=24+10.09 OFF=39.50'R EL=~24.26' MATCH EXST TW A5 STA=3+30.25 OFF=46.76'L EL=~23.85' MATCH EXST DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 1% CUT SLOPE WHEN IN A FILL CONDITION SEE GENERAL NOTE 1 DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 5% CUT SLOPE 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 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 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN MA T C H L I N E , S E E S H E E T C2 . 2 AUGUST 2024 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 1 OF 6 C2.1 35 OF 114 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 & 2 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 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 2 5 . 3 1 ' 2 4 . 6 6 ' 2 4 . 5 8 ' 2 3 . 9 9 ' 26+25 26+75 27+25 27+75 28+25 28+75 29+25 29+75 30+25 30+75 31+25 31+75 32+25 1+ 5 0 2+ 5 0 3+ 5 0 -1 . 2 5 % -1 . 2 7 % SE E O V E R L A Y P L A N C2 . 1 4 SE E O V E R L A Y P L A N C2 . 8 -1 . 2 5 % -1 . 1 0 % SEE GENERAL NOTE 1 SE E G E N E R A L N O T E 1 SE E G E N E R A L N O T E 1 SEE GENERAL NOTE 1 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 2+ 0 0 3+ 0 0 4+ 0 0 1+0 0 2 5 . 2 8 ' 25.26'25.19'25.17'25.21'25.20'25.20'25.14'25.05'25.02'24.93'24.94'24.95'24.94'24.96'24.97'24.93'24.91'24.88'24.83'2 4 . 7 7 ' 24.76'2 4 . 7 3 ' 2 4 . 5 6 ' 24.54'24.52'24.51'24.49'24.47'24.45'24.43' 24 . 3 2 ' 24 . 3 0 ' 2 4 . 2 4 ' 24.18'24.13'24.13' 24.18' 2 4 . 2 2 ' 24.22'24.21'24.21'24.18'24.15'24.12'24.10'24.07'24.04'24.02' -1 . 2 5 % -1 . 2 4 % -1 . 2 5 % -1 . 2 3 % -1 . 2 5 % -1 . 0 8 % -1 . 2 5 % -1 . 0 7 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 3 3 % -1 . 2 5 % -1 . 1 9 % -1 . 2 5 % -1 . 0 2 % -1 . 2 5 % -1 . 1 0 % -1 . 2 5 % -1 . 0 1 % -1 . 2 5 % -1 . 2 0 % -1 . 2 5 % -1 . 2 4 % -1 . 2 5 % -1 . 2 3 % -1 . 2 5 % -1 . 3 3 % -1 . 2 5 % -1 . 3 5 % -1 . 2 5 % -1 . 3 3 % -1 . 2 5 % -1 . 3 4 % -1 . 2 5 % -1 . 3 3 % -1 . 2 5 % -1 . 2 9 % -1 . 2 5 % -1 . 1 8 % -1 . 2 5 % -1 . 2 3 % -1 . 2 5 % -1 . 2 3 % SDSDSD 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 UD UD UD UD UD UD UDUD UD UD UD UD UD UD UD UD UD U D U D U D UD UD 25 . 0 24. 8 24 . 9 2 5 . 125.225.3 24.5 25.0 24.2 24.3 24.4 24.6 24.7 24.8 24.9 25.1 23 . 0 22 . 6 22 . 7 22 . 8 22 . 9 23 . 1 23 . 2 22 . 5 22 . 6 22 . 7 22 . 8 2 4 . 0 24.0 23 . 7 2 3 . 7 23. 8 2 3 . 8 23.9 2 3 . 9 24.1 2 4 . 1 24.2 24.3 25.0 24.6 24.7 24.8 24.9 25.1 22.5 23.0 22.3 22.4 22.6 22.7 22.8 22.9 23.1 STA=27+44.07 OFF=96.43'R EL=22.19' TW A4 STA=3+14.51 OFF=138.00'L EL=22.36' STA=31+00.28 OFF=114.51'R EL=22.45' TW A4 STA=2+83.65 OFF=66.41'R EL=~23.14' MATCH EXST TW A4 STA=2+93.75 OFF=51.07'R EL=~23.08' MATCH EXST TW A4 STA=2+96.43 OFF=66.32'R EL=22.93' STA=27+19.25 OFF=64.17'R EL=~23.14' MATCH EXST STA=27+18.80 OFF=96.43'R EL=~23.25' MATCH EXST STA=30+67.89 OFF=52.51'R EL=~23.40' MATCH EXST STA=31+52.68 OFF=114.50'R EL=~23.00' MATCH EXST STA=30+67.89 OFF=150.48'R EL=~23.13' MATCH EXST TW A4 STA=3+27.40 OFF=89.94'L EL=~22.86' MATCH EXST TW A4 STA=2+84.25 OFF=90.00'L EL=~22.93' MATCH EXST STA=30+67.89 OFF=114.51'R EL=22.77' DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 2.5% CUT SLOPE DAYLIGHT @ 2% CUT SLOPE DAYLIGHT @ 2% CUT SLOPE DAYLIGHT @ 2% CUT AND FILL SLOPE 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 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 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN MA T C H L I N E , S E E S H E E T C2 . 1 AUGUST 2024 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 2 OF 6 C2.2 36 OF 114 0 SCALE 1" = 20 40 20' N MA T C H L I N E , S E E S H E E T C2 . 3 TAXIWAY A TA X I W A Y A 4 SEE GENERAL NOTE 1 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 & 2 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 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 2 4 . 1 1 ' 23.45' 32+25 32+75 33+25 33+75 34+25 34+75 35+25 35+75 36+25 36+75 37+25 37+75 38+25 1+50 2+50 3+50 4+50 SEE GENERAL NOTE 1 S E E G E N E R A L N O T E 1 SE E G E N E R A L N O T E 1 -1 . 2 5 % -1 . 0 6 % SE E O V E R L A Y P L A N C2 . 9 SEE GENERAL NOTE 1 SE E O V E R L A Y P L A N C2 . 1 5 DAYLIGHT @ 2.5% CUT SLOPE 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 1 + 0 0 2+ 0 0 3+00 4+00 5+00 2 4 . 6 6 ' 2 4 . 6 3 ' 24.60'24.55'24.61'24.63'24.59'24.60'24.62'24.59'24.57'24.57'24.57' 24 . 5 2 ' 24.46'24.37'24.26'2 4 . 2 1 ' 2 4 . 2 2 ' 24.16'2 4 . 1 2 ' 2 4 . 1 1 ' 24.09'2 4 . 1 4 ' 2 3 . 9 6 ' 2 3 . 9 3 ' 23.91'23.90'23.89'23.89'23.88'23.88'23.87'23.87'23.86'23.86'23.85'23.88' 23 . 8 8 ' 23 . 7 7 ' 23.70'23.63'23.56'23.49'23.48'2 3 . 4 7 ' 23.51' 23.53'23.50'23.46'2 3 . 4 4 ' -1 . 2 5 % -1 . 1 8 % -1 . 2 5 % -1 . 1 6 % -1 . 2 5 % -1 . 1 7 % -1 . 2 5 % -1 . 0 3 % -1 . 2 5 % -1 . 2 3 % -1 . 2 5 % -1 . 3 0 % -1 . 2 5 % -1 . 1 8 % -1 . 2 5 % -1 . 2 4 % -1 . 2 5 % -1 . 3 2 % -1 . 2 5 % -1 . 2 3 % -1 . 2 5 % -1 . 1 9 % -1 . 2 5 % -1 . 2 0 % -1 . 2 5 % -1 . 2 2 % -1 . 1 3 % -1 . 0 9 % -1 . 0 0 % -1 . 0 9 % -1 . 0 0 % -1 . 0 2 % -1 . 0 0 % -0 . 9 2 % -1 . 0 0 % -0 . 9 7 % -1 . 0 0 % -1 . 2 1 % -1 . 0 0 % -1 . 0 7 % -1 . 0 0 % -0 . 9 8 % -1 . 1 3 % -0 . 9 9 % -1 . 2 5 % -0 . 9 8 % S D S D S D S D S D S D S D SD SD SD SD SD SD U D U D UD UD UD UD UD UD UD UD U D UD UD UD UD UD UD UD UD UD UD UD U D U D U D U D U D U D UD UD UD 24.524.6 24 . 7 2 4 . 7 24.7 24 . 8 24.824.9 24.9 24. 4 23.0 23.5 24.0 24.5 23.1 23.2 23.3 23.4 23.6 23.7 23.8 23.9 24.1 24.2 24.3 24.4 24.6 23.5 23.1 23.2 23.3 23.4 23.6 23.7 22.5 22.222.322.4 22.6 24.0 24.5 23.9 24.1 24.2 24.3 24.4 24.6 24.7 25.1 25.0 TW A3 STA=3+99.81 OFF=77.33'L EL=22.01' TW A3 STA=3+46.00 OFF=23.53'L EL=22.77' TW A3 STA=3+57.50 OFF=35.03'L EL=22.61' TW A3 STA=3+36.36 OFF=43.24'L EL=22.90' TW A3 STA=3+19.49 OFF=56.17'L EL=23.35'DAYLIGHT @ 5% CUT SLOPE 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 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 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN MA T C H L I N E , S E E S H E E T C2 . 2 AUGUST 2024 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 3 OF 6 C2.3 37 OF 114 0 SCALE 1" = 20 40 20' N MA T C H L I N E , S E E S H E E T C2 . 4 TAXIWAY A TAXIWAY A3 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 & 2 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 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ATCT CLEARANCE REQUIRED MP H 15 38+25 38+75 39+25 39+75 40+25 40+75 41+25 41+75 42+25 42+75 43+25 43+75 44+25 SEE GEN E R A L N O T E 1 SE E O V E R L A Y P L A N C2 . 1 0 SEE GENERAL NOTE 1 -1 . 2 5 % -1 . 4 7 % 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 5+00 2 4 . 1 4 ' 2 4 . 1 5 ' 2 4 . 0 9 ' 2 3 . 9 9 ' 23.99'24.07'24.13'2 4 . 2 1 ' 2 4 . 2 4 ' 24.19'24.13'24.09'24.11'24.10'24.10'24.11'2 4 . 1 4 ' 24.16'24.19'2 4 . 2 4 ' 2 4 . 2 4 ' 24.16'2 4 . 2 4 ' 24.29' 2 3 . 4 4 ' 2 3 . 4 2 ' 2 3 . 4 1 ' 2 3 . 4 0 ' 23.39'23.38'23.37'23.37'23.37'23.37'23.38'23.38'23.38'23.38'23.39'23.39'23.41'23.44'23.48'23.51'23.54'23.56'23.54'23.49' -1 . 2 5 % -1 . 1 7 % -1 . 2 5 % -1 . 2 4 % -1 . 2 5 % -1 . 0 9 % -1 . 2 5 % -0 . 8 5 % -1 . 2 5 % -0 . 8 9 % -1 . 2 5 % -1 . 1 5 % -1 . 2 5 % -1 . 3 6 % -1 . 2 5 % -1 . 6 0 % -1 . 2 5 % -1 . 6 7 % -1 . 2 5 % -1 . 5 2 % -1 . 2 5 % -1 . 3 5 % -1 . 2 5 % -1 . 2 2 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 2 % -1 . 2 5 % -1 . 2 0 % -1 . 2 5 % -1 . 2 4 % -1 . 2 5 % -1 . 2 7 % -1 . 2 5 % -1 . 2 4 % -1 . 2 5 % -1 . 2 0 % -1 . 2 5 % -1 . 2 7 % -1 . 2 5 % -1 . 1 5 % -1 . 2 5 % -0 . 8 9 % -1 . 2 5 % -1 . 1 8 % SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSD UD UD UD UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UD UD UD UD UD UD UD 24. 524.3 24.3 24.3 24.3 24.3 24.324.424.4 24.424.4 24.4 24. 4 24.6 23.5 24.0 23.2 23.3 23.4 23.6 23.7 23.8 23.9 24.1 24.2 23.5 24.0 23.2 23.3 23.4 23.6 23.7 23.8 23.9 24.1 24.2 24.3 24.4 24.2 23.6 23.7 23.8 23.9 STA=38+51.27 OFF=74.25'R EL=~22.70' MATCH EXST DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 2.5% CUT SLOPE MA T C H L I N E , S E E S H E E T C2 . 3 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 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 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN AUGUST 2024 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 4 OF 6 C2.4 38 OF 114 0 SCALE 1" = 20 40 20' N MA T C H L I N E , S E E S H E E T C2 . 5 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 & 2 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 ## . # # ' TA X I W A Y A 3 RUNWAY 16-34 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 2 4 . 2 2 ' 23.42' TW A2 STA=3+33.78 OFF=79.96'L EL=~20.78' MATCH EXST 44+25 44+75 45+25 45+75 46+25 46+75 47+25 47+75 48+25 48+75 49+25 49+75 50+25 1+ 5 0 2+ 5 0 3+ 5 0 SE E O V E R L A Y P L A N C2 . 1 6 SE E O V E R L A Y P L A N C2 . 1 1 DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 5% CUT SLOPE SEE GENERAL NOTE 1 SEE GENERAL NOTE 1 SE E G E N E R A L N O T E 1 DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 2.5% CUT SLOPE SEE GENERAL NOTE 1 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 2+ 0 0 3+ 0 0 4+ 0 0 24 . 0 6 ' 2 3 . 8 2 ' 2 3 . 6 6 ' 2 3 . 4 8 ' 23.32'23.17'23.01'22.85'22.76'22.70'22.62'22.59'22.57' 22 . 5 6 ' 22.59'22.63'22.63'22.63'2 2 . 7 1 ' 22.79'22.84'22.92'23.00'23.05' 2 3 . 3 2 ' 2 3 . 1 7 ' 2 3 . 0 4 ' 2 2 . 9 1 ' 2 2 . 8 1 ' 22.71'22.60'22.50'22.37'22.31' 22 . 3 0 ' 22.17' 22.05' 21.95' 21.86' 2 1 . 8 1 ' 21.85'21.88'21.96'22.04'22.12'22.20'22.28'22.36' 2 2 . 6 2 ' 22.68'2 3 . 8 7 ' 2 3 . 7 4 ' 2 3 . 6 1 ' 23.46'23.31'23.15'23.00'22.87'22.80'2 2 . 7 7 ' 2 2 . 7 4 ' -1 . 2 5 % -1 . 4 8 % -1 . 2 7 % -1 . 2 7 % -1 . 4 0 % -1 . 4 0 % -1 . 4 0 % -1 . 4 0 % -1 . 4 0 % -1 . 4 0 % -1 . 3 0 % -1 . 3 0 % -1 . 2 0 % -1 . 2 0 % -1 . 1 0 % -1 . 1 0 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 1 3 % -1 . 1 2 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 2 5 % -1 . 1 3 % -1 . 2 6 % -1 . 0 0 % -1 . 3 6 % -1 . 0 0 % -1 . 3 8 % -1 . 0 0 % -1 . 2 5 % -1 . 0 0 % -1 . 2 5 % -1 . 0 0 % -1 . 2 5 % -1 . 0 0 % -1 . 1 6 % -1 . 0 0 % -1 . 1 8 % -1 . 0 0 % -1 . 1 6 % SD SD SD SD SD SD SD SD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD U D UD UD UD UD UD U D UD UD UD UD UD 22.5 22.523.023. 5 2 4 . 0 22.2 22.222.3 22.322.4 22.422.6 22.6 22.722.722.8 22.8 22.922.923.123.223.323.423. 6 23 . 7 2 3 . 8 2 3 . 9 2 4 . 1 24 . 2 24 . 3 24. 4 21.5 22.0 22.5 21.4 21.6 21.7 21.8 21.9 22.1 22.2 22.3 22.4 22.6 22.7 22.8 22.9 23.0 22.7 22.8 22.9 23.1 23.2 22.0 22.5 21.9 22.1 22.2 22.3 22.4 22.6 23.0 19.5 19.5 20.0 20.5 21.0 21.5 STA=44+75.00 OFF=25.00'L EL=23.96' STA=48+00.00 OFF=25.00'L EL=22.62' STA=47+01.84 OFF=100.30'R EL=19.06' STA=48+40.00 OFF=33.00'L EL=22.64' STA=46+31.67 OFF=102.25'R EL=~19.79' MATCH EXST STA=47+95.85 OFF=92.13'R EL=~20.00' MATCH EXST TW A2 STA=2+97.07 OFF=42.00'L EL=21.35' TW A2 STA=3+07.89 OFF=65.45'L EL=~21.30' MATCH EXST STA=48+50.97 OFF=41.00'R EL=21.78' STA=48+50.97 OFF=33.00'R EL=21.86' SEE GENERAL NOTE 1 MA T C H L I N E , S E E S H E E T C2 . 4 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 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 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN AUGUST 2024 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 5 OF 6 C2.5 39 OF 114 0 SCALE 1" = 20 40 20' N MA T C H L I N E , S E E S H E E T C2 . 6 TAXIWAY A TA X I W A Y A 2 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 & 2 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 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 50+75 51+25 51+75 52+25 52+75 53+25 53+75 54+ 2 5 5 4 + 7 5 5 5 + 2 5 5 5 + 7 5 56 + 2 5 SE E O V E R L A Y P L A N C2 . 1 6 SE E O V E R L A Y P L A N C2 . 1 2 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+0 0 54 + 5 0 5 5 + 0 0 5 5 + 5 0 56 + 0 0 56 + 5 0 20.5 20.5 21.0 21.0 21.5 SEE GENERAL NOTE 1 SE E GE N E R A L NO T E 1 SEE GENERAL NOTE 1 23.05'23.12'23.18'2 3 . 3 0 ' 2 3 . 3 5 ' 2 3 . 4 3 ' 2 3 . 5 0 ' 23.56'23.65'23.73'23.80' 22.36'22.44'22.53'2 2 . 6 1 ' 2 2 . 6 9 ' 22.77'2 2 . 8 2 ' 22.85' 22.94'2 2 . 9 6 ' 22.99'23.01'23.07' 23.1 3 ' 23.1 6 ' 23 . 1 6 ' 23 . 0 9 ' 22 . 9 8 ' 22 . 8 7 ' 22.7 6 ' 22 . 6 5 ' 22 . 5 4 ' 22 . 5 0 ' 22 . 6 2 ' 22.8 0 ' 23.31' 23.12' 23.05' 23.10' 23.24' 22.34' 21.2 4 ' 22.6 4 ' 22 . 4 9 ' 22 . 6 7 ' 23 . 0 9 ' 23 . 3 5 ' 23 . 3 7 ' 23.6 3 ' 2 3 . 6 6 ' 23.8 1 ' 23.7 9 ' 23 . 8 3 ' 23 . 7 9 ' 23.7 1 ' 23 . 6 2 ' 23 . 5 4 ' 23 . 4 5 ' 21.80' 22 . 8 9 ' 23 . 3 3 ' 22.51' 2 2 . 1 4 ' 21.61' 2 0 . 6 1 ' 22.68' 23.2 2 ' 22 . 8 9 ' 22.7 5 ' 22 . 9 3 ' 23.25' -1 . 0 0 % -1 . 0 9 % -1 . 0 0 % -1 . 0 3 % -1 . 0 0 % -0 . 9 7 % -1 . 0 0 % -1 . 0 9 % -1 . 0 0 % -1 . 0 1 % -1 . 0 0 % -1 . 0 0 % -1 . 0 0 % -1 . 0 6 % -1 . 0 0 % -1 . 0 7 % -1 . 1 2 % -1 . 1 7 % -1 . 2 5 % -1 . 2 2 % -1 . 2 5 % -1 . 2 7 % -1 . 2 5 % -1 . 1 2 % -1 . 2 5 % -1 . 1 9 % -1 . 2 5 % -1 . 2 5 % -1 . 8 4 % -1 . 5 2 % -1 . 2 5 % -1. 2 5 % -1. 2 5 % -1.2 5 % -1.25 % -1.25% -1.25% -0.93% -0.61% -0.30% -1 . 6 3 % -1. 7 1 % -1.5 1 % -1.6 9 % -2.02 % -1.89% -1.25% -1.56% -0.66% -0.06% -1.25% 23.0 7 ' R20 14.5' T Y P . SD SD SD SD SD SD SD SD SD SD SD SD SD SD UD UD UD UD UD UD UD UD U D U D U D U D U D UD UD UD UD UD UDUDUDUDUD 23.0 23.523.1 23.2 23.3 23.4 23. 0 23.0 23. 5 23.5 22.8 22. 9 23.1 23 . 1 23 . 2 23.2 23 . 3 23.3 23. 4 23.4 23 . 6 23.6 23. 7 23.7 23.0 22.7 22.8 22.9 23.1 23.2 23.3 2 1 . 5 22.0 2 2 . 0 22. 5 2 2 . 5 2 3 . 0 23. 0 21 . 1 21 . 2 21 . 3 21 . 4 2 1 . 6 2 1 . 7 2 1 . 8 2 1 . 9 22. 1 2 2 . 1 2 2 . 2 2 2 . 2 2 2 . 3 22 . 3 2 2 . 4 22. 4 2 2 . 6 22. 6 2 2 . 7 22. 7 22. 8 2 2 . 8 2 2 . 9 22. 9 23. 1 2 3 . 1 2 3 . 2 23. 2 2 3 . 3 23. 3 2 3 . 4 23. 4 22.5 23.0 23.5 22.3 22.4 22.6 22.7 22.8 22.9 23.1 23.2 23.3 23.4 23.6 23.7 23.8 STA=53+18.20 OFF=33.00'L EL=23.79' STA=52+58.28 OFF=120.31'R EL=20.29' STA=56+01.98 OFF=67.66'R EL=22.62' STA=55+12.41 OFF=25.00'L EL=23.41' STA=54+51.89 OFF=49.94'R EL=22.64' STA=55+48.08 OFF=106.59'L EL=21.91' STA=55+86.30 OFF=43.42'L EL=22.66' STA=56+31.49 OFF=79.35'L EL=23.45' STA=54+94.87 OFF=173.14'L EL=20.76' STA=55+28.92 OFF=149.79'L EL=20.82' STA=55+48.14 OFF=55.25'R EL=22.28' STA=54+33.12 OFF=108.38'R EL=~21.75' MATCH EXST STA=53+22.58 OFF=100.78'R EL=~20.96' MATCH EXST STA=52+21.51 OFF=120.31'R EL=~21.00' MATCH EXST STA=55+21.43 OFF=22.48'L EL=23.35' STA=55+27.94 OFF=106.60'L EL=21.73' STA=56+37.49 OFF=0.00' EL=23.34' STA=55+01.97 OFF=162.87'L EL=20.55' STA=52+12.07 OFF=60.00'R EL=22.56' STA=52+52.08 OFF=74.11'R EL=~22.25' MATCH EXST MATCH EXISTING GRADE @ PAVING LIMITS MA T C H L I N E , S E E S H E E T C2 . 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 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 \ S H E E T \ 1 8 _ C 2 . 0 G R A D I N G S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN AUGUST 2024 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 6 OF 6 C2.6 40 OF 114 0 SCALE 1" = 20 40 20' N TAXIWAY A TA X I W A Y A 1 14.5' 14.5' SEE GENERAL NOTE 1 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 & 2 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 MATCH EXISTING GRADE @ RAMP MATCH EXISTING GRADE @ RAMP 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E AH E A D LA N E ON E ST A = 2 3 + 0 0 . 0 0 ST A = 2 4 + 0 0 . 0 0 ST A = 2 5 + 0 0 . 0 0 ST A = 2 6 + 0 0 . 0 0 25.5 25.4 25.6 7 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10' 25.0 25.5 25.1 25.2 25.325.325.3 25.4 25.6 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE B OVERLAY 4 EQ. SPACES @ 10' SE E GE N E R A L NO T E 1 AIRPORT-CITY 600 PARCEL HANGARS NW SEAPLANES 608 PARCEL MAINTENANCE BULDING PSE 622 PARCEL BUILDINGATCT 16 ' 8' 8' 8' 8' 8' 8' 8' 0. 3 1 ' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 0. 2 3 ' 0. 1 9 ' 0. 1 8 ' 0. 1 8 ' 0. 2 1 ' 0.34 ' 0.36 ' 0.36 ' 0.33 ' 0.33 ' 0.33 ' 0.34 ' 0.33 ' 0.33 ' 0.31 ' 0. 3 3 ' 0. 2 4 ' 0. 3 1 ' 0. 3 1 ' 0. 3 4 ' 0. 3 3 ' 0. 3 5 ' 0. 3 6 ' 0. 2 3 ' 0. 2 6 ' 0.32 ' 0.33 ' 0.34 ' 0.33 ' 0.33 ' 0.33 ' 0.34 ' 0.33 ' 0.31 ' 0.28 ' 0. 3 3 ' 0. 3 3 ' 0. 3 5 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 4 2 ' 0. 4 2 ' 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. 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. 3 4 ' 0.28 ' 0.26 ' 0.30 ' 0.31 ' 0.38 ' 0.41 ' 0.39 ' 0.36 ' 0.39 ' 0.41 ' 0. 4 0 ' 0. 3 9 ' 0. 3 2 ' 0. 3 1 ' 0. 3 0 ' 0. 3 0 ' 0. 3 3 ' 0. 3 2 ' 0. 3 3 ' 0. 2 9 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 2 ' 0. 3 3 ' 0. 3 6 ' 0. 3 7 ' 0. 2 3 ' 0. 2 2 ' 0. 2 4 ' 0. 3 0 ' 0. 3 7 ' 0. 3 9 ' 0. 3 7 ' 0. 3 7 ' 0. 3 7 ' 0. 3 7 ' 0. 3 7 ' 0.37 ' 0.36 ' 0.35 ' 0.33 ' 0.33 ' 0.33 ' 0.30 ' 0.27 ' 0.27 ' 0.26 ' 0.23 ' 0.23 ' 0.23 ' 0.24 ' 0.24 ' 0.26 ' 0.26 ' 0. 2 4 ' 0. 2 2 ' 0. 2 3 ' 0. 2 4 ' 0. 2 7 ' 0. 3 4 ' 0. 3 3 ' 0. 3 4 ' 0. 3 4 ' 0. 3 3 ' 0. 3 5 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 1 ' 0. 4 1 ' 0. 3 9 ' 0. 4 1 ' 0. 4 4 ' 0. 3 9 ' 0. 3 4 ' 0. 3 3 ' 0. 3 2 ' 0. 3 4 ' 0. 3 7 ' 0. 4 3 ' 0. 4 0 ' 0. 3 6 ' 0. 4 1 ' 0. 4 7 ' 0. 3 0 ' 0. 2 9 ' 0. 2 9 ' 0. 3 0 ' 0. 3 3 ' 0. 3 5 ' 0. 3 6 ' 0. 3 5 ' 0. 3 7 ' 0. 3 9 ' 0. 2 9 ' 0. 3 0 ' 0. 3 1 ' 0. 3 2 ' 0. 3 2 ' 0. 3 3 ' 0. 3 4 ' 0. 3 9 ' 0. 3 7 ' 0. 3 6 ' 0.31 ' 0.29 ' 0.33 ' 0.29 ' 0. 2 4 ' 0.29 ' 0.32 ' 0.33 ' 0.33 ' 0. 2 5 ' 0.25 ' 0.31 ' 0.33 ' 0.35 ' 0. 2 4 ' 0. 2 8 ' 0. 2 8 ' 0. 3 3 ' 0. 3 2 ' 0.20 ' 0. 2 3 ' 0. 2 5 ' 0. 3 3 ' 0. 3 3 ' 0.18 ' 0. 2 4 ' 0. 3 3 ' 0. 2 9 ' 0.17 ' 0. 2 3 ' 0. 3 3 ' 0. 2 8 ' 0.16 ' 0. 2 2 ' 0. 3 3 ' 0. 2 9 ' 0.18 ' 0. 2 4 ' 0. 3 3 ' 0. 3 1 ' 0.20 ' 0. 2 9 ' 0. 3 3 ' 0. 3 4 ' 0.23 ' 0.26 ' 0.28 ' 0. 3 3 ' 0. 3 3 ' 0. 2 1 ' 0.27 " REFER TO GENERAL NOTES 2 AND 3 FOR MILL AND OVERLAY REQUIREMENTS OF 20-FOOT LAP JOINT AH E A D LA N E ON E AH E A D LA N E ON E ST A = 2 3 + 0 0 . 0 0 ST A = 2 4 + 0 0 . 0 0 ST A = 2 5 + 0 0 . 0 0 ST A = 2 6 + 0 0 . 0 0 25.5 25.4 25.6 7 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10'10 EQ. SPACES @ 10' 25.0 25.5 25.1 25.2 25.325.325.3 25.4 25.6 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE B OVERLAY 4 EQ. SPACES @ 10' SE E GE N E R A L NO T E 1 AIRPORT-CITY 600 PARCEL HANGARS NW SEAPLANES 608 PARCEL MAINTENANCE BULDING PSE 622 PARCEL BUILDINGATCT 16 ' 8' 8' 8' 8' 8' 8' 8' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 25 . 5 8 ' 25 . 7 1 ' 25 . 8 4 ' 25 . 6 3 ' 25 . 7 4 ' 25 . 8 4 ' 25 . 7 3 ' 25 . 7 8 ' 25 . 8 3 ' 25 . 8 0 ' 25 . 8 3 ' 25 . 7 7 ' 25 . 8 3 ' 25 . 7 9 ' 25 . 7 3 ' 25 . 8 3 ' 25 . 7 9 ' 25 . 7 4 ' 25 . 8 5 ' 25 . 8 0 ' 25 . 7 5 ' 25 . 8 6 ' 25 . 8 1 ' 25 . 7 5 ' 25 . 8 8 ' 25 . 8 1 ' 25 . 7 5 ' 25 . 5 4 ' 25 . 6 2 ' 25 . 7 2 ' 25 . 8 1 ' 25 . 8 5 ' 25 . 8 6 ' 25 . 8 9 ' 25 . 9 2 ' 25 . 9 5 ' 25 . 1 4 ' 25 . 1 5 ' 25 . 1 3 ' 25 . 0 9 ' 25 . 0 5 ' 25 . 4 8 ' 25 . 6 1 ' 25 . 7 2 ' 25 . 8 3 ' 25 . 8 7 ' 25 . 9 1 ' 25 . 9 4 ' 25 . 9 8 ' 26 . 0 2 ' 25 . 8 7 ' 25 . 8 0 ' 25 . 7 3 ' 25 . 8 3 ' 25 . 7 7 ' 25 . 7 1 ' 25 . 7 7 ' 25 . 7 4 ' 25 . 6 9 ' 25 . 7 1 ' 25 . 7 8 ' 25 . 6 8 ' 25 . 6 7 ' 25 . 7 8 ' 25 . 6 8 ' 25 . 6 2 ' 25 . 7 8 ' 25 . 6 8 ' 25 . 5 2 ' 25 . 7 4 ' 25 . 6 5 ' 25 . 4 0 ' 25 . 6 1 ' 25 . 6 4 ' 25 . 2 6 ' 25 . 5 5 ' 25 . 6 4 ' 25 . 1 1 ' 25 . 4 9 ' 25 . 6 5 ' 25 . 0 8 ' 25 . 4 7 ' 25 . 6 4 ' 25 . 1 9 ' 25 . 4 5 ' 25 . 6 4 ' 25 . 2 5 ' 25 . 5 0 ' 25 . 6 3 ' 25 . 3 4 ' 25 . 4 8 ' 25 . 6 1 ' 25 . 4 0 ' 25 . 4 8 ' 25 . 5 9 ' 25 . 3 7 ' 25 . 4 6 ' 25 . 5 6 ' 25 . 3 2 ' 25 . 4 2 ' 25 . 5 3 ' 25.1 5 ' 25 . 3 5 ' 25.5 0 ' 25.1 7 ' 25.3 3 ' 25.4 9 ' 25 . 9 8 ' 25 . 0 1 ' 24 . 9 2 ' 25 . 0 7 ' 25 . 2 2 ' 25 . 3 3 ' 25 . 4 4 ' 25 . 3 5 ' 25 . 2 6 ' 25.1 7 ' 25.1 5 ' 26 . 0 6 ' 25 . 1 6 ' 25 . 0 9 ' 25 . 1 6 ' 25 . 3 1 ' 25 . 4 3 ' 25 . 4 8 ' 25 . 3 9 ' 25 . 3 1 ' 25.2 6 ' 25.2 2 ' 24.9 4 ' 24.9 2 ' 24.9 1 ' 24.9 3 ' 24.9 5 ' 24 . 9 7 ' 25 . 0 0 ' 25 . 0 1 ' 25 . 0 1 ' 25 . 0 0 ' 25 . 0 0 ' 25 . 0 3 ' 25 . 0 6 ' 25 . 0 7 ' 25 . 0 6 ' 25 . 0 6 ' 25 . 0 7 ' 25 . 0 5 ' 25 . 0 2 ' 25 . 0 2 ' 25 . 0 8 ' 25 . 0 8 ' 25 . 0 5 ' 25 . 0 1 ' 24.8 6 ' 24.8 2 ' 24.7 8 ' 24.8 1 ' 24.8 4 ' 24 . 8 7 ' 24 . 9 1 ' 24 . 9 4 ' 24 . 9 1 ' 24 . 8 8 ' 24 . 8 5 ' 24 . 9 2 ' 24 . 9 9 ' 24 . 9 6 ' 24 . 9 3 ' 24 . 9 8 ' 25 . 0 3 ' 24 . 9 9 ' 24 . 9 6 ' 25 . 0 0 ' 25 . 0 4 ' 25 . 0 1 ' 24 . 9 8 ' 24 . 9 5 ' 24 . 9 7 ' 24 . 9 2 ' 25 . 5 3 ' 25 . 6 9 ' 25 . 8 4 ' 25 . 4 6 ' 25 . 3 4 ' 25 . 4 5 ' 25 . 6 5 ' 25 . 8 4 ' 25 . 3 1 ' 25 . 1 6 ' 25 . 3 7 ' 25 . 6 1 ' 25 . 8 6 ' 25 . 2 2 ' 25 . 0 5 ' 25 . 3 3 ' 25 . 6 1 ' 25 . 8 9 ' 25 . 1 8 ' 25 . 0 3 ' 25 . 2 7 ' 25 . 5 8 ' 25 . 8 9 ' 25 . 1 5 ' 25 . 0 3 ' 25 . 2 5 ' 25 . 5 7 ' 25 . 8 9 ' 25 . 1 4 ' 25 . 2 7 ' 25 . 5 8 ' 25 . 8 9 ' 25 . 1 8 ' 25 . 3 0 ' 25 . 5 9 ' 25 . 8 8 ' 25 . 2 1 ' 25 . 3 2 ' 25 . 5 9 ' 25 . 8 6 ' 25 . 2 3 ' 25 . 3 2 ' 25 . 5 9 ' 25 . 8 5 ' 25 . 2 2 ' 25 . 3 5 ' 25 . 6 2 ' 25 . 8 7 ' 25 . 1 9 ' 25 . 0 2 ' 25 . 8 4 ' 25 . 8 0 ' REFER TO GENERAL NOTES 2 AND 3 FOR MILL AND OVERLAY REQUIREMENTS OF 20-FOOT LAP JOINT 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 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 \ S H E E T \ 1 9 _ C 2 . 1 0 O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 1 OF 10 WEST APRON C2.7 41 OF 114 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 LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 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 & 2 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. GENERAL NOTES CONT. 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E ST A = 2 7 + 0 0 . 0 0 ST A = 2 8 + 0 0 . 0 0 ST A = 2 9 + 0 0 . 0 0 ST A = 3 0 + 0 0 . 0 0 ST A = 3 1 + 0 0 . 0 0 ST A = 3 2 + 0 0 . 0 0 25.0 24.6 24.724.824.9 25.1 24.5 24.4 24.6 24.7 24.8 24.9 25.0 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE B OVERLAYLIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY 4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'10 EQ. SPACES @ 10' 3 EQ. SPACES @ 10' 3 EQ. SPACES @ 20'10'10'4 EQ. SPACES @ 20'10'10'2 EQ. SPACES @ 20'5 EQ. SPACES @ 10'10 EQ. SPACES @ 10'4 EQ. SPACES @ 10' SE E GE N E R A L NO T E 1 BOEING FUEL 5-45 PARCEL 16 ' 8' 8' 8' 8' 13 ' 11 ' 8' 5' 11 ' 8' SD SD SD SD SD SD SD SD SD SD SD SD 0. 3 6 ' 0. 2 3 ' 0. 2 6 ' 0. 4 0 ' 0. 3 5 ' 0. 2 8 ' 0. 2 7 ' 0. 2 4 ' 0. 2 7 ' 0. 2 8 ' 0. 2 9 ' 0. 3 6 ' 0. 3 3 ' 0. 2 8 ' 0. 2 9 ' 0. 2 9 ' 0. 3 1 ' 0. 3 4 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.32 ' 0. 3 5 ' 0. 3 5 ' 0. 3 4 ' 0. 3 5 ' 0. 4 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 8 ' 0. 2 9 ' 0. 1 7 ' 0. 1 7 ' 0. 1 7 ' 0. 1 9 ' 0. 1 7 ' 0. 1 3 ' 0. 1 4 ' 0. 1 5 ' 0. 1 5 ' 0. 2 3 ' 0. 2 8 ' 0. 3 1 ' 0. 3 3 ' 0. 3 4 ' 0. 3 5 ' 0. 3 5 ' 0. 3 3 ' 0. 3 3 ' 0. 3 5 ' 0. 3 5 ' 0. 3 4 ' 0. 3 5 ' 0.36 ' 0.35 ' 0.33 ' 0.32 ' 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 2 ' 0. 3 0 ' 0. 3 0 ' 0. 2 9 ' 0. 2 8 ' 0. 2 9 ' 0. 3 0 ' 0. 3 1 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 2 4 ' 0. 0 9 ' 0. 1 0 ' 0. 1 4 ' 0. 1 3 ' 0. 1 3 ' 0. 1 0 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 8 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 6 ' 0. 3 6 ' 0. 3 6 ' 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. 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. 3 3 ' 0. 3 6 ' 0. 3 7 ' 0. 2 9 ' 0. 1 4 ' 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. 1 5 ' 0. 3 3 ' 0. 3 3 ' 0. 3 6 ' 0. 3 7 ' 0. 3 7 ' 0. 3 7 ' 0. 3 5 ' 0.35 ' 0.28 ' 0. 2 8 ' 0. 3 1 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0.24 ' 0.26 ' 0.26 ' 0.25 ' 0.20 ' 0.15 ' 0.14 ' 0.14 ' 0.14 ' 0.15 ' 0.14 ' 0.15 ' 0.15 ' 0.15 ' 0.13 ' 0.16 ' 0.21 ' 0.28 ' 0.37 ' 0.37 ' 0.37 ' 0.33 ' 0.34 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 4 ' 0. 3 3 ' 0. 3 5 ' 0. 3 7 ' 0. 3 8 ' 0. 3 8 ' 0. 3 6 ' 0. 3 5 ' 0.29 ' 0.21 ' 0.21 ' 0.20 ' 0.21 ' 0.23 ' 0.23 ' 0.23 ' 0.23 ' 0.23 ' 0.21 ' 0.19 ' 0.20 ' 0.21 ' 0.24 ' 0.24 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 4 ' 0. 3 4 ' 0. 3 4 ' 0.35 ' 0.33 ' 0.33 ' 0. 3 3 ' 0.33 ' 0.33 ' 0.35 ' 0. 3 2 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.36 ' 0.37 ' 0.34 ' 0.33 ' 0.33 ' LIMITS OF BID SCHEDULE B PAVING LIMITS OF BID SCHEDULE C PAVING LI M I T S O F SC H E D U L E E P A V I N G SH A R E D B I D SC H E D U L E P A V I N G , SE E P A V I N G P L A N S 16 ' PSE 622 PARCEL BUILDING PRO-FLIGHT 750 PARCEL APRON AH E A D LA N E ON E ST A = 2 7 + 0 0 . 0 0 ST A = 2 8 + 0 0 . 0 0 ST A = 2 9 + 0 0 . 0 0 ST A = 3 0 + 0 0 . 0 0 ST A = 3 1 + 0 0 . 0 0 ST A = 3 2 + 0 0 . 0 0 25.0 24.6 24.724.824.9 25.1 24.5 24.4 24.6 24.7 24.8 24.9 25.0 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY 4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'10 EQ. SPACES @ 10' 3 EQ. SPACES @ 10' 3 EQ. SPACES @ 20'10'10'4 EQ. SPACES @ 20'10'10'2 EQ. SPACES @ 20'5 EQ. SPACES @ 10'10 EQ. SPACES @ 10'4 EQ. SPACES @ 10' SE E GE N E R A L NO T E 1 BOEING FUEL 5-45 PARCEL 16 ' 8' 8' 8' 8' 13 ' 11 ' 8' 5' 11 ' 8' SD SD SD SD SD SD SD SD SD SD SD SD 25.3 2 ' 25.4 2 ' 25.5 3 ' 25.1 5 ' 25.3 5 ' 25.5 0 ' 25.1 7 ' 25.3 3 ' 25.4 9 ' 25.2 9 ' 25.3 9 ' 25.4 8 ' 25.4 1 ' 25.5 1 ' 25.5 0 ' 25.5 3 ' 25.6 3 ' 25.5 0 ' 25.5 2 ' 25.6 2 ' 25.5 0 ' 25.5 2 ' 25.6 2 ' 25.4 9 ' 25.5 1 ' 25.6 1 ' 25.4 8 ' 25.5 2 ' 25.6 3 ' 25.4 8 ' 25 . 5 4 ' 25 . 6 4 ' 25 . 4 9 ' 25 . 5 7 ' 25 . 6 6 ' 25 . 5 0 ' 25 . 6 1 ' 25 . 6 8 ' 25 . 5 2 ' 25 . 6 3 ' 25 . 6 9 ' 25 . 5 3 ' 25 . 4 8 ' 25 . 5 1 ' 25 . 5 4 ' 25 . 3 3 ' 25 . 3 2 ' 25 . 4 9 ' 25 . 3 3 ' 25 . 2 3 ' 25 . 4 4 ' 25 . 3 6 ' 25 . 2 9 ' 25 . 3 9 ' 25 . 4 0 ' 25 . 3 5 ' 25 . 3 0 ' 25 . 4 0 ' 25 . 3 5 ' 25 . 2 9 ' 25 . 4 0 ' 25 . 3 4 ' 25 . 2 8 ' 25 . 4 1 ' 25 . 3 4 ' 25 . 3 5 ' 25 . 2 5 ' 25.2 6 ' 25.1 7 ' 25.1 5 ' 25.2 4 ' 25.3 4 ' 25.4 3 ' 25.4 2 ' 25.4 1 ' 25.4 0 ' 25.4 0 ' 25 . 4 4 ' 25 . 4 9 ' 25 . 5 3 ' 25 . 5 7 ' 25 . 4 8 ' 25 . 4 2 ' 25 . 4 1 ' 25 . 4 2 ' 25 . 4 5 ' 25 . 4 6 ' 25 . 4 6 ' 25 . 4 6 ' 25 . 4 4 ' 25.3 1 ' 25.2 6 ' 25.2 2 ' 25.1 7 ' 25.2 6 ' 25.3 4 ' 25.3 1 ' 25.3 0 ' 25.3 0 ' 25.2 8 ' 25.3 5 ' 25 . 4 2 ' 25 . 4 7 ' 25 . 5 1 ' 25 . 5 1 ' 25 . 5 0 ' 25 . 4 9 ' 25 . 4 9 ' 25 . 5 0 ' 25 . 5 1 ' 25 . 5 2 ' 25 . 5 2 ' 25 . 3 4 ' 25 . 2 0 ' 25 . 3 2 ' 25 . 1 5 ' 25 . 2 8 ' 25 . 1 2 ' 25 . 2 6 ' 25 . 1 2 ' 25 . 3 0 ' 25 . 1 6 ' 25 . 2 9 ' 25 . 1 8 ' 25 . 2 7 ' 25 . 1 8 ' 25 . 2 5 ' 25 . 1 4 ' 25 . 2 2 ' 25 . 1 0 ' 25 . 1 9 ' 25 . 0 9 ' 25 . 1 7 ' 25 . 1 5 ' 25 . 0 9 ' 25 . 1 3 ' 25 . 1 8 ' 25 . 0 9 ' 25 . 1 1 ' 25 . 1 6 ' 25 . 0 8 ' 25 . 0 9 ' 25 . 1 1 ' 25 . 1 0 ' 25 . 0 5 ' 25 . 0 6 ' 25 . 1 4 ' 25 . 0 0 ' 25 . 0 1 ' 25 . 1 1 ' 24 . 9 3 ' 24 . 9 5 ' 25 . 0 7 ' 24 . 8 9 ' 24 . 9 1 ' 25 . 0 4 ' 24 . 8 6 ' 24 . 8 7 ' 25 . 0 0 ' 24 . 8 4 ' 24 . 8 4 ' 24 . 9 7 ' 24 . 8 2 ' 24 . 8 2 ' 24 . 9 5 ' 24 . 7 9 ' 24 . 8 0 ' 24 . 9 4 ' 24.7 7 ' 24 . 7 9 ' 24 . 9 2 ' 24 . 7 5 ' 24 . 7 7 ' 24 . 9 1 ' 24 . 7 5 ' 24 . 7 5 ' 24 . 8 9 ' 24 . 7 5 ' 24 . 7 5 ' 24 . 8 7 ' 24 . 7 5 ' 24 . 7 5 ' 24 . 8 4 ' 24.7 4 ' 24 . 7 4 ' 24 . 8 2 ' 24 . 7 3 ' 24 . 7 4 ' 24.8 2 ' 25 . 4 2 ' 25 . 4 0 ' 25 . 3 6 ' 25 . 3 5 ' 25 . 3 8 ' 25 . 4 0 ' 25 . 3 9 ' 25 . 3 6 ' 25 . 2 6 ' 25 . 2 2 ' 25 . 1 7 ' 25 . 1 1 ' 25 . 0 5 ' 25 . 0 0 ' 24 . 9 4 ' 24 . 9 2 ' 24 . 9 0 ' 24 . 9 0 ' 24 . 8 9 ' 24 . 8 9 ' 24 . 8 8 ' 24 . 8 7 ' 24 . 8 6 ' 24 . 8 4 ' 24 . 8 3 ' 24 . 8 1 ' 24 . 8 0 ' 24.7 8 ' 25 . 3 2 ' 24 . 8 9 ' 24 . 8 6 ' 24 . 8 4 ' 24.8 2 ' 25 . 0 2 ' 24 . 9 8 ' 24 . 9 5 ' 24 . 9 4 ' 24 . 9 3 ' 24 . 9 3 ' 24 . 9 4 ' 24 . 9 5 ' 24 . 9 4 ' 24 . 9 3 ' 24 . 9 2 ' 25 . 1 5 ' 25 . 2 0 ' 25 . 1 4 ' 25 . 0 8 ' 25 . 3 1 ' 25 . 2 6 ' 25 . 2 7 ' 25 . 5 0 ' 25 . 4 8 ' 25 . 4 5 ' 25 . 4 2 ' 25 . 4 1 ' 25 . 4 5 ' 25 . 4 8 ' 25 . 4 8 ' 25 . 4 5 ' 25 . 3 9 ' LIMITS OF BID SCHEDULE B PAVING LIMITS OF BID SCHEDULE C PAVING LI M I T S O F SC H E D U L E E P A V I N G SH A R E D B I D SC H E D U L E P A V I N G , SE E P A V I N G P L A N S 25.4 4 ' 25.5 5 ' 25.5 8 ' 25.5 7 ' 25.5 8 ' 25.5 9 ' 25.5 8 ' 25.5 7 ' 25.5 6 ' 25.5 8 ' 25.5 9 ' 25.5 9 ' 25.5 7 ' 25.5 4 ' 25.5 2 ' 25.4 9 ' 25.4 8 ' 25.5 2 ' 16 ' PSE 622 PARCEL BUILDING PRO-FLIGHT 750 PARCEL APRON 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 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 \ S H E E T \ 1 9 _ C 2 . 1 0 O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 2 OF 10 WEST APRON C2.8 42 OF 114 MA T C H L I N E , S E E S H E E T C2 . 9 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 LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 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 & 2 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. GENERAL NOTES CONT. 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 ST A = 3 3 + 0 0 . 0 0 ST A = 3 4 + 0 0 . 0 0 ST A = 3 5 + 0 0 . 0 0 ST A = 3 6 + 0 0 . 0 0 ST A = 3 7 + 0 0 . 0 0 ST A = 3 8 + 0 0 . 0 0 24.5 24.3 24.4 24.6 24.0 23.9 24.124.2 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C PAVING 4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'8 EQ. SPACES @ 10'20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20'10'10'5 EQ. SPACES @ 20'10'10'20' SE E GE N E R A L NO T E 1 BOEING C RAMP 770 PARCEL 13 ' 11 ' 8' 16 ' 5' 11 ' 8' 16 ' 13 ' 11 ' 8' S D S D S D SD SD SD 0. 3 5 ' 0. 3 4 ' 0. 3 5 ' 0. 3 5 ' 0. 3 6 ' 0. 3 6 ' 0. 3 5 ' 0. 3 5 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 2 4 ' 0. 2 8 ' 0. 2 9 ' 0. 3 2 ' 0. 3 3 ' 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 3 ' 0. 3 3 ' 0. 3 5 ' 0. 3 5 ' 0. 3 6 ' 0. 3 3 ' 0. 3 3 ' 0. 3 1 ' 0. 3 3 ' 0. 3 8 ' 0. 3 5 ' 0. 3 8 ' 0. 3 6 ' 0. 3 1 ' 0. 2 9 ' 0. 3 3 ' 0. 3 3 ' 0. 3 2 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 2 9 ' 0. 3 2 ' 0.33 ' 0.31 ' 0.31 ' 0.33 ' 0.36 ' 0.35 ' 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. 3 3 ' 0. 3 4 ' 0. 3 5 ' 0. 3 1 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0.33 ' 0.33 ' 0.33 ' 0.33 '0.25 ' 0.14 ' 0.08 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 0 ' 0. 1 4 ' 0. 1 0 ' 0. 1 0 ' 0. 1 4 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 4 ' 0. 3 3 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 2 9 ' 0. 3 2 ' 0. 1 4 ' 0. 1 0 ' 0. 0 9 ' 0.21 ' 0.24 ' 0.24 ' 0.23 ' 0.23 ' 0.22 ' 0.24 ' 0.27 ' 0.29 ' 0.30 ' 0.31 ' 0.31 ' 0.30 ' 0.31 ' 0.30 ' 0.29 ' 0.23 ' 0.29 ' 0.32 ' 0.32 ' 0.29 ' 0.32 ' 0.33 ' 0.31 ' 0. 2 8 ' 0. 2 8 ' 0. 2 8 ' 0. 2 7 ' 0. 2 2 ' 0. 1 7 ' 0. 1 1 ' 0. 0 8 ' 0.09 ' 0.13 ' 0.13 ' 0.12 ' 0.13 ' 0.15 ' 0.21 ' 0.21 ' 0.20 ' 0.33 ' 0. 3 2 ' 0. 3 2 ' 0. 3 2 ' 0. 3 1 ' 0. 3 1 ' 0. 3 2 ' 0.26 ' 0. 2 4 ' 0. 2 7 ' 0. 2 9 ' 0. 3 4 ' 0. 3 6 ' 0. 3 5 ' 0. 3 1 ' 0. 2 8 ' 0. 3 0 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0.27 ' 0. 2 9 ' 0. 3 4 ' 0. 3 3 ' 0. 3 3 ' 0.34 ' 0.33 ' 0.33 ' LI M I T S O F SC H E D U L E E P A V I N G SH A R E D B I D SC H E D U L E P A V I N G , SE E P A V I N G D E T A I L S PRO-FLIGHT 750 PARCEL APRON ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 ST A = 3 3 + 0 0 . 0 0 ST A = 3 4 + 0 0 . 0 0 ST A = 3 5 + 0 0 . 0 0 ST A = 3 6 + 0 0 . 0 0 ST A = 3 7 + 0 0 . 0 0 ST A = 3 8 + 0 0 . 0 0 24.5 24.3 24.4 24.6 24.0 23.9 24.124.2 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C PAVING 4 EQ. SPACES @ 10'6 EQ. SPACES @ 10'8 EQ. SPACES @ 10'20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20'10'10'5 EQ. SPACES @ 20'10'10' 20' SE E GE N E R A L NO T E 1 BOEING C RAMP 770 PARCEL 13 ' 11 ' 8' 16 ' 5' 11 ' 8' 16 ' 13 ' 11 ' 8' S D S D S D SD SD SD 24.7 5 ' 24.7 5 ' 24.8 4 ' 24.7 4 ' 24 . 7 4 ' 24.8 2 ' 24.7 3 ' 24 . 7 4 ' 24.8 2 ' 24.7 1 ' 24 . 7 1 ' 24.8 2 ' 24.6 9 ' 24.6 8 ' 24.8 1 ' 24.6 8 ' 24.6 8 ' 24.8 0 ' 24.8 1 ' 24.8 0 ' 24.7 8 ' 24.7 6 ' 24.7 5 ' 24.7 3 ' 24.8 6 ' 24.8 4 ' 24.8 2 ' 24.8 0 ' 24.7 8 ' 24.7 7 ' 24.7 0 ' 24.6 8 ' 24.7 8 ' 24.7 3 ' 24 . 7 2 ' 24 . 7 7 ' 24.8 1 ' 24.8 2 ' 24.7 6 ' 24.8 8 ' 24.8 3 ' 24.7 5 ' 24.8 8 ' 24 . 7 4 ' 24 . 9 0 ' 24 . 7 4 ' 24 . 8 9 ' 24 . 7 5 ' 24 . 8 6 ' 24 . 7 5 ' 24 . 8 4 ' 24 . 7 5 ' 24 . 8 5 ' 24 . 7 5 ' 24 . 9 4 ' 24 . 7 8 ' 24 . 9 7 ' 24 . 8 0 ' 24 . 9 6 ' 24 . 8 1 ' 24 . 9 1 ' 24 . 7 7 ' 24 . 8 8 ' 24 . 7 5 ' 24 . 8 7 ' 24 . 7 3 ' 24 . 8 5 ' 24 . 7 2 ' 24 . 8 4 ' 24 . 7 2 ' 24 . 8 2 ' 24 . 7 1 ' 24 . 8 0 ' 24 . 6 7 ' 24 . 7 3 ' 24 . 6 1 ' 24 . 6 5 ' 24 . 5 3 ' 24 . 5 7 ' 24 . 4 5 ' 24 . 6 3 ' 24.4 4 ' 24 . 6 4 ' 24.4 4 ' 24 . 6 1 ' 24 . 4 1 ' 24.7 6 ' 24.7 9 ' 24.9 0 ' 25.0 0 ' 25.0 6 ' 25 . 1 2 ' 25 . 1 0 ' 25 . 0 8 ' 25 . 0 8 ' 25 . 0 9 ' 25 . 1 8 ' 25 . 1 8 ' 25 . 1 3 ' 25 . 0 8 ' 25 . 0 5 ' 25 . 0 3 ' 25 . 0 2 ' 25 . 0 0 ' 24 . 9 8 ' 24 . 9 4 ' 24 . 8 7 ' 24 . 8 0 ' 24 . 7 3 ' 24 . 6 4 ' 24 . 5 4 ' 24.7 9 ' 24.8 2 ' 24.8 9 ' 24.9 8 ' 25.0 6 ' 25 . 1 9 ' 25 . 1 7 ' 25 . 1 5 ' 25 . 1 0 ' 25 . 0 5 ' 24 . 5 3 ' 24 . 4 4 ' 24 . 3 3 ' 24 . 5 8 ' 24 . 4 0 ' 24 . 5 6 ' 24 . 3 7 ' 24 . 5 5 ' 24 . 3 4 ' 24 . 5 5 ' 24 . 3 3 ' 24 . 5 4 ' 24 . 3 2 ' 24 . 4 9 ' 24 . 3 0 ' 24 . 4 6 ' 24 . 3 8 ' 24 . 2 9 ' 24 . 3 8 ' 24 . 4 0 ' 24 . 3 1 ' 24 . 3 3 ' 24 . 4 3 ' 24 . 3 3 ' 24 . 3 1 ' 24 . 3 2 ' 24 . 3 3 ' 24 . 3 4 ' 24 . 3 1 ' 24 . 2 6 ' 24.1 7 ' 24 . 1 3 ' 24 . 1 0 ' 24 . 5 9 ' 24.8 3 ' 24 . 8 4 ' 24 . 8 3 ' 24 . 8 2 ' 24 . 8 1 ' 24 . 8 1 ' 24.4 7 ' 24 . 4 5 ' 24.4 4 ' 24.4 4 ' 24.4 4 ' 24.4 2 ' 24 . 3 8 ' 24 . 3 1 ' 24 . 2 6 ' 24.2 1 ' 24 . 8 7 ' 24 . 7 7 ' 25 . 0 9 ' 25 . 0 3 ' 24 . 8 3 ' 24 . 9 1 ' 24 . 8 8 ' 24 . 8 4 ' 24 . 7 9 ' 24 . 7 3 ' 24 . 6 6 ' 24 . 3 5 ' 24 . 2 7 ' 24.1 7 ' 24.1 7 ' 24 . 1 9 ' 24.2 1 ' 24.2 1 ' 24 . 1 6 ' 24 . 0 7 ' 23 . 9 9 ' 23 . 9 5 ' 23 . 9 2 ' 24 . 4 1 ' 24 . 7 8 ' 24 . 7 3 ' 24 . 6 8 ' 24 . 6 3 ' 24 . 5 7 ' 24 . 5 0 ' LI M I T S O F SC H E D U L E E P A V I N G SH A R E D B I D SC H E D U L E P A V I N G , SE E P A V I N G D E T A I L S PRO-FLIGHT 750 PARCEL APRON 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 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 \ S H E E T \ 1 9 _ C 2 . 1 0 O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 3 OF 10 WEST APRON C2.9 43 OF 114 MA T C H L I N E , S E E S H E E T C2 . 1 0 C2.9 1 SCALE: 1" = 20' MILLING PLAN C2.9 2 SCALE: 1" = 20' OVERLAY PLAN MA T C H L I N E , S E E S H E E T C2 . 8 LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 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 & 2 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. GENERAL NOTES CONT. 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ATCT CLEARANCE REQUIRED MP H 15 MP H 15 ST A = 3 9 + 0 0 . 0 0 ST A = 4 0 + 0 0 . 0 0 ST A = 4 1 + 0 0 . 0 0 ST A = 4 2 + 0 0 . 0 0 ST A = 4 3 + 0 0 . 0 0 ST A = 4 4 + 0 0 . 0 0 24.0 23.8 23.9 24.0 23.8 23.9 24.0 23.9 24.1 24.2 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C PAVING LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY 10'3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 10' 10' SE E GE N E R A L NO T E 1 BOEING C RAMP 770 PARCEL RAINIER FLIGHT 800/820 PARCEL APRON 16 ' 8' 16 ' SD SD SD 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 5 ' 0. 3 4 ' 0. 3 4 ' 0. 3 4 ' 0. 3 3 ' 0. 3 4 ' 0. 3 5 ' 0. 3 4 ' 0.32 ' 0.32 ' 0.30 ' 0.32 ' 0.34 ' 0.34 ' 0.34 ' 0. 3 5 ' 0. 3 6 ' 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. 3 3 ' 0. 3 5 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 1 0 ' 0. 1 4 ' 0. 1 9 ' 0. 2 7 ' 0. 2 9 ' 0. 2 6 ' 0. 2 7 ' 0. 3 0 ' 0. 2 7 ' 0. 2 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 ' 0.33 ' 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. 2 4 ' 0. 1 3 ' 0. 1 7 ' 0. 1 8 ' 0. 1 7 ' 0. 1 0 ' 0. 0 9 ' 0. 1 2 ' 0. 1 8 ' 0. 1 6 ' 0. 1 4 ' 0. 1 6 ' 0. 2 0 ' 0. 1 9 ' 0. 1 8 ' 0. 2 3 ' 0. 2 6 ' 0. 2 2 ' 0. 2 3 ' 0. 2 2 ' 0. 2 3 ' 0. 2 2 ' 0. 2 3 ' 0.23 ' 0.24 ' 0.25 ' 0.24 ' 0.25 ' 0.24 ' 0. 2 4 ' 0. 2 5 ' 0. 2 7 ' 0. 2 6 ' 0. 1 6 ' 0. 2 1 ' 0. 2 2 ' 0. 1 8 ' 0. 2 3 ' 0. 2 6 ' 0. 2 6 ' 0.21 ' 0.20 ' 0.21 ' 0.23 ' 0.22 ' 0.19 ' 0.19 ' 0.20 ' 0.22 ' 0.21 ' 0.24 ' 0.27 ' 0.26 ' 0.24 ' 0.23 ' 0.24 ' 0.25 ' 0. 2 6 ' 0. 2 6 ' 0. 2 6 ' 0. 2 9 ' 0. 2 7 ' 0. 2 6 ' 0. 2 6 ' 0.26 ' 0.28 ' 0.28 ' 0.28 ' 0.27 ' 0.22 ' 0.24 ' 0.27 ' 0.29 ' 0.32 ' 0.34 ' 0. 2 8 ' 0. 3 0 ' LI M I T S O F SC H E D U L E E P A V I N G SH A R E D B I D SC H E D U L E P A V I N G , SE E P A V I N G D E T A I L S 8' 16 ' 8' 8' 8' 8' ATCT CLEARANCE REQUIRED MP H 15 MP H 15 ST A = 3 9 + 0 0 . 0 0 ST A = 4 0 + 0 0 . 0 0 ST A = 4 1 + 0 0 . 0 0 ST A = 4 2 + 0 0 . 0 0 ST A = 4 3 + 0 0 . 0 0 ST A = 4 4 + 0 0 . 0 0 24.0 23.8 23.9 24.0 23.8 23.9 24.0 23.9 24.1 24.2 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C PAVING LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY 10'3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 10'10' SE E GE N E R A L NO T E 1 BOEING C RAMP 770 PARCEL RAINIER FLIGHT 800/820 PARCEL APRON 16 ' 8' 16 ' SD SD SD 24 . 3 8 ' 24.4 0 ' 24 . 3 1 ' 24.3 3 ' 24.4 3 ' 24.3 3 ' 24.3 3 ' 24.4 6 ' 24.3 5 ' 24.3 3 ' 24.4 5 ' 24.3 5 ' 24.3 0 ' 24 . 4 1 ' 24.3 0 ' 24.2 5 ' 24.3 4 ' 24.2 3 ' 24.2 3 ' 24.3 1 ' 24 . 2 0 ' 24 . 2 6 ' 24 . 3 5 ' 24 . 2 4 ' 24 . 3 1 ' 24 . 4 0 ' 24 . 3 0 ' 24 . 3 6 ' 24 . 4 5 ' 24 . 3 4 ' 24 . 3 8 ' 24 . 4 8 ' 24 . 3 9 ' 24 . 3 8 ' 24 . 5 0 ' 24 . 4 1 ' 24 . 3 4 ' 24 . 4 8 ' 24 . 3 9 ' 24 . 3 3 ' 24 . 4 4 ' 24 . 3 5 ' 24 . 1 3 ' 24.1 0 ' 24.0 8 ' 24.1 0 ' 24.0 9 ' 24.0 6 ' 24 . 0 7 ' 24 . 0 9 ' 24.1 4 ' 24.1 7 ' 24 . 1 8 ' 24 . 1 6 ' 24 . 1 3 ' 24.1 2 ' 24 . 3 4 ' 24 . 4 3 ' 24 . 3 3 ' 24 . 3 2 ' 24 . 4 1 ' 24 . 3 1 ' 24 . 2 8 ' 24 . 3 9 ' 24 . 2 9 ' 24 . 2 6 ' 24 . 3 8 ' 24 . 2 9 ' 24 . 2 5 ' 24 . 3 6 ' 24 . 2 8 ' 24 . 2 5 ' 24 . 3 6 ' 24.2 7 ' 24 . 2 6 ' 24 . 3 8 ' 24 . 2 9 ' 24 . 2 8 ' 24 . 3 9 ' 24 . 3 1 ' 24 . 3 2 ' 24.4 2 ' 24 . 3 3 ' 24 . 3 4 ' 24.4 4 ' 24 . 3 5 ' 24 . 3 5 ' 24 . 4 5 ' 24 . 3 7 ' 24 . 3 8 ' 24 . 4 9 ' 24 . 4 1 ' 24.4 1 ' 24 . 5 1 ' 24 . 4 2 ' 24 . 3 2 ' 24 . 4 6 ' 24 . 3 8 ' 24 . 1 6 ' 24 . 3 8 ' 24 . 3 2 ' 24 . 3 9 ' 24 . 4 8 ' 24 . 4 0 ' 24 . 5 4 ' 24 . 5 3 ' 24 . 4 5 ' 24 . 6 7 ' 24 . 5 6 ' 24 . 4 7 ' 24 . 6 6 ' 24 . 5 6 ' 24 . 4 6 ' 24 . 6 4 ' 24 . 5 4 ' 24 . 4 4 ' 24 . 6 2 ' 24 . 5 1 ' 24 . 4 1 ' 24 . 4 3 ' 24 . 4 8 ' 24 . 5 4 ' 24 . 5 4 ' 24 . 5 1 ' 24 . 5 2 ' 24.1 2 ' 24 . 1 0 ' 24 . 0 8 ' 24 . 0 4 ' 24 . 0 0 ' 23 . 9 9 ' 24 . 0 2 ' 24 . 0 7 ' 24 . 1 3 ' 24 . 1 4 ' 24 . 1 5 ' 24.1 7 ' 24.1 7 ' 24 . 0 8 ' 24 . 0 3 ' 24 . 3 1 ' 24 . 4 0 ' 24.4 1 ' 24.4 1 ' 24 . 3 9 ' 24.4 1 ' 24.2 6 ' 24.2 1 ' 23 . 9 5 ' 23.9 2 ' 23.9 0 ' 23.9 1 ' 23.9 6 ' 23.9 5 ' 23.9 6 ' 23 . 9 9 ' 24 . 0 4 ' 24 . 0 5 ' LI M I T S O F SC H E D U L E E P A V I N G SH A R E D B I D SC H E D U L E P A V I N G , SE E P A V I N G D E T A I L S 8' 16 ' 8' 8' 8' 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 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 \ S H E E T \ 1 9 _ C 2 . 1 0 O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 4 OF 10 WEST APRON C2.10 44 OF 114 MA T C H L I N E , S E E S H E E T C2 . 1 1 C2.10 1 SCALE: 1" = 20' MILLING PLAN C2.10 2 SCALE: 1" = 20' OVERLAY PLAN MA T C H L I N E , S E E S H E E T C2 . 9 LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 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 & 2 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. GENERAL NOTES CONT. 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 ST A = 4 5 + 0 0 . 0 0 ST A = 4 6 + 0 0 . 0 0 ST A = 4 7 + 0 0 . 0 0 ST A = 4 8 + 0 0 . 0 0 ST A = 4 9 + 0 0 . 0 0 ST A = 5 0 + 0 0 . 0 0 22.5 23.023.5 22.422.622.722.822.923.123.223.323.423.623.723.823.9 22.5 22.3 22.4 22.6 22.7 22.8 22.9 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE A OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY 5 EQ. SPACES @ 10' 10'10' 20' 10'10' 4 EQ. SPACES @ 20' 10'10'10'10'10'10' 4 EQ. SPACES @ 20'4 EQ. SPACES @ 20'3 EQ. SPACES @ 20' 3 EQ. SPACES @ 10' 6 EQ. SPACES @ 10'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20' LIMITS OF BID SCHEDULE B OVERLAY 3 EQ. SPACES @ 20' SE E GE N E R A L NO T E 1 BEFA 840/846 PARCEL APRON BHC 850 PARCEL HANGAR 13 ' 19 ' 8' 8' 8' 8' 13 ' 6' SD SD 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 1 ' 0. 3 4 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 4 ' 0. 3 4 ' 0. 3 4 ' 0. 3 2 ' 0. 3 0 ' 0. 3 2 ' 0. 3 0 ' 0. 3 2 ' 0. 3 2 ' 0.32 ' 0.31 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 2 ' 0. 3 3 ' 0. 1 7 ' 0. 1 8 ' 0. 1 7 ' 0. 3 2 ' 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 ' 0.42 ' 0.42 ' 0. 4 2 ' 0. 4 1 ' 0. 3 8 ' 0. 3 2 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 2 3 ' 0. 2 6 ' 0. 2 6 ' 0. 3 2 ' 0.33 ' 0.33 ' 0.33 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0. 3 3 ' 0.29 ' 0.32 ' 0.34 ' 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 ' 0.33 ' 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 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.33 ' 0.35 ' 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 ' 0.33 ' 0. 3 3 ' 0. 3 2 ' 0. 2 9 ' 0. 2 2 ' 0. 1 5 ' 0. 1 7 ' 0. 2 1 ' 0. 2 4 ' 0.24 ' 0.22 ' 0.22 ' 0.24 ' 0.24 ' 0.26 ' 0.29 ' 0.31 ' 0.27 ' 0.33 ' 0.31 ' 0.23 ' 0.18 ' 0. 2 0 ' 0. 2 2 ' 0. 2 5 ' 0. 2 8 ' 0. 2 6 ' 0. 2 4 ' 0. 2 4 ' 0. 2 4 ' 0. 2 5 ' 0. 3 3 ' 0. 3 5 ' 0. 3 3 ' 0. 3 3 ' 0.33 ' 0.24 ' 0. 2 7 ' MP H 15 MP H 15 ST A = 4 5 + 0 0 . 0 0 ST A = 4 6 + 0 0 . 0 0 ST A = 4 7 + 0 0 . 0 0 ST A = 4 8 + 0 0 . 0 0 ST A = 4 9 + 0 0 . 0 0 ST A = 5 0 + 0 0 . 0 0 22.5 23.023.5 22.422.622.722.822.923.123.223.323.423.623.723.823.9 22.5 22.3 22.4 22.6 22.7 22.8 22.9 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE A OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY 5 EQ. SPACES @ 10'10'10' 20' 10'10'4 EQ. SPACES @ 20'10'10'10'10'10'10'4 EQ. SPACES @ 20'4 EQ. SPACES @ 20'3 EQ. SPACES @ 20' 3 EQ. SPACES @ 10' 6 EQ. SPACES @ 10'2 EQ. SPACES @ 20'2 EQ. SPACES @ 20' LIMITS OF BID SCHEDULE B OVERLAY 3 EQ. SPACES @ 20' SE E GE N E R A L NO T E 1 BEFA 840/846 PARCEL APRON BHC 850 PARCEL HANGAR 13 ' 19 ' 8' 8' 8' 8' 13 ' 6' SD SD 24 . 6 6 ' 24 . 5 6 ' 24 . 4 6 ' 24.6 4 ' 24.5 4 ' 24 . 4 4 ' 24.6 2 ' 24.5 1 ' 24 . 4 1 ' 24.4 4 ' 24.4 0 ' 24.3 4 ' 24.2 4 ' 24.2 6 ' 24 . 2 2 ' 23.7 3 ' 23.9 2 ' 23.9 3 ' 24 . 5 4 ' 24.5 1 ' 24.5 2 ' 24.5 1 ' 24.2 5 ' 24.4 1 ' 24 . 3 9 ' 24.4 1 ' 24.4 5 ' 24.2 0 ' 23.4 9 ' 23.3 5 ' 23.6 4 ' 23.7 4 ' 23.1 3 ' 23.4 5 ' 23.5 9 ' 22 . 9 5 ' 23.2 9 ' 23.4 3 ' 22 . 8 5 ' 23 . 1 6 ' 23 . 3 0 ' 22 . 7 6 ' 23 . 0 6 ' 23 . 2 0 ' 22 . 6 5 ' 22 . 9 3 ' 23 . 0 6 ' 22 . 5 1 ' 22 . 7 9 ' 22 . 9 2 ' 22 . 3 5 ' 22 . 6 4 ' 22 . 7 8 ' 22.2 7 ' 22 . 5 7 ' 22 . 6 9 ' 22 . 2 8 ' 22 . 5 3 ' 22 . 6 3 ' 22.2 4 ' 22 . 4 7 ' 22 . 5 8 ' 22.1 7 ' 22 . 4 1 ' 22 . 5 0 ' 22 . 1 6 ' 22 . 4 1 ' 22 . 5 1 ' 22 . 0 8 ' 22 . 3 3 ' 22 . 4 7 ' 22 . 0 8 ' 22 . 3 2 ' 22 . 4 5 ' 22 . 1 3 ' 22 . 3 7 ' 22.4 7 ' 22 . 2 0 ' 22.4 4 ' 22 . 5 2 ' 22 . 2 5 ' 22 . 5 0 ' 22 . 6 2 ' 22 . 3 2 ' 22 . 5 6 ' 22 . 7 3 ' 22 . 3 5 ' 22 . 6 0 ' 22.7 4 ' 22 . 3 0 ' 22 . 3 8 ' 22 . 6 4 ' 22.7 4 ' 22 . 3 3 ' 22.4 1 ' 22 . 6 7 ' 22 . 7 5 ' 22 . 3 6 ' 22.4 4 ' 22 . 6 8 ' 22 . 7 7 ' 22.9 6 ' 22.7 4 ' 22 . 6 4 ' 22 . 5 6 ' 22 . 4 8 ' 22.4 1 ' 22 . 3 2 ' 22.2 2 ' 22.1 4 ' 22.1 2 ' 22 . 0 8 ' 22 . 0 0 ' 21 . 9 3 ' 21 . 8 7 ' 21 . 8 6 ' 21 . 8 6 ' 22 . 3 8 ' 22 . 4 8 ' 22 . 7 0 ' 22 . 8 0 ' 22 . 4 3 ' 22 . 5 1 ' 22 . 7 2 ' 22 . 8 3 ' 22 . 4 8 ' 22 . 5 5 ' 22 . 7 5 ' 22 . 8 5 ' 22 . 5 3 ' 22 . 5 9 ' 22 . 7 7 ' 22 . 8 8 ' 22.7 2 ' 22 . 8 2 ' 22 . 9 4 ' 22 . 8 3 ' 22 . 9 2 ' 23 . 0 1 ' 22 . 8 6 ' 22 . 9 9 ' 23 . 0 6 ' 22 . 8 7 ' 23 . 0 3 ' 23 . 1 3 ' 22 . 2 7 ' 22 . 5 7 ' 22 . 6 0 ' 22 . 6 3 ' 22 . 6 3 ' 22 . 6 3 ' 22 . 6 3 ' 22 . 6 3 ' 22 . 6 6 ' 22 . 6 9 ' 22 . 7 2 ' 22 . 7 5 ' 22 . 7 9 ' 22 . 8 5 ' 22 . 9 2 ' 22 . 5 8 ' 22 . 6 2 ' 22 . 7 8 ' 22 . 9 1 ' 22 . 8 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 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 \ S H E E T \ 1 9 _ C 2 . 1 0 O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 5 OF 10 WEST APRON C2.11 45 OF 114 MA T C H L I N E , S E E S H E E T C2 . 1 2 C2.11 1 SCALE: 1" = 20' MILLING PLAN C2.11 2 SCALE: 1" = 20' OVERLAY PLAN MA T C H L I N E , S E E S H E E T C2 . 1 0 LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 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 & 2 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. GENERAL NOTES CONT. 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ST A = 5 1 + 0 0 . 0 0 ST A = 5 2 + 0 0 . 0 0 ST A = 5 3 + 0 0 . 0 0 23.0 22.8 22.9 23.1 23.2 23.3 23.4 22.5 22. 6 22. 7 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY 3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'9 EQ. SPACES @ 20' 2 3 . 0 23 . 5 2 2 . 8 2 2 . 9 2 3 . 1 23 . 2 23 . 3 23 . 4 23. 6 23.6 23. 723.7 SE E GE N E R A L NO T E 1 HANGAR NW SEAPLANES 860 PARCEL 8' 8' 13 ' SD SD 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. 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 ' 0.32 ' 0.33 ' 0.34 ' 0.33 ' 0.33 ' 0.32 ' 0.28 ' 0.27 ' 0.26 ' 0.26 ' 0.27 ' 0.27 ' 0.22 ' 0.22 ' 0.21 ' 0.21 ' 0.20 ' 0.21 ' 0.22 ' 0.20 ' 0.23 ' ST A = 5 1 + 0 0 . 0 0 ST A = 5 2 + 0 0 . 0 0 ST A = 5 3 + 0 0 . 0 0 23.0 22.8 22.9 23.1 23.2 23.3 23.4 22.5 22. 6 22. 7 LIMITS OF TYPE 1 REHAB & TRANSITION SECTION. SEE PLAN & PROFILE FOR LIMITS LIMITS OF BID SCHEDULE B OVERLAY LIMITS OF BID SCHEDULE C OVERLAY LIMITS OF BID SCHEDULE B OVERLAY 3 EQ. SPACES @ 20'5 EQ. SPACES @ 20'5 EQ. SPACES @ 20'9 EQ. SPACES @ 20' 2 3 . 0 23 . 5 2 2 . 8 2 2 . 9 2 3 . 1 23 . 2 23 . 3 23 . 4 23 . 6 23.6 23. 723.7 SE E GE N E R A L NO T E 1 HANGAR NW SEAPLANES 860 PARCEL 8' 8' 13 ' SD SD 22 . 8 7 ' 23 . 0 3 ' 23 . 1 3 ' 22.8 8 ' 23.0 8 ' 23.1 9 ' 22.9 1 ' 23.1 5 ' 23.2 5 ' 22.9 5 ' 23.2 2 ' 23.3 0 ' 23.0 1 ' 23.2 8 ' 23.3 8 ' 23.0 6 ' 23.3 2 ' 23.4 3 ' 23.1 0 ' 23.4 0 ' 23.4 8 ' 23 . 2 0 ' 23 . 5 0 ' 23 . 5 6 ' 23 . 2 8 ' 23 . 5 6 ' 23 . 6 2 ' 23 . 3 3 ' 23 . 6 2 ' 23 . 6 9 ' 23 . 3 8 ' 23 . 6 8 ' 23 . 7 5 ' 23 . 4 1 ' 23 . 7 3 ' 23 . 8 0 ' 23 . 4 4 ' 23 . 7 6 ' 23 . 8 6 ' 23 . 3 9 ' 23 . 7 8 ' 23 . 9 0 ' 23 . 2 5 ' 22 . 8 1 ' 22.7 2 ' 22 . 8 0 ' 22 . 8 0 ' 22 . 6 8 ' 22 . 6 0 ' 22 . 5 4 ' 22 . 4 2 ' 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 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 \ S H E E T \ 1 9 _ C 2 . 1 0 O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 6 OF 10 WEST APRON C2.12 46 OF 114 C2.12 1 SCALE: 1" = 20' MILLING PLAN C2.12 2 SCALE: 1" = 20' OVERLAY PLAN MA T C H L I N E , S E E S H E E T C2 . 1 1 LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 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 & 2 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. GENERAL NOTES CONT. 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 3+0 0 4+0 0 16 ' TAXIWAY A 0. 1 3 ' 0. 1 5 ' 0. 1 6 ' 0. 1 4 ' 0. 1 3 ' 0. 1 2 ' 0. 0 9 ' 0. 1 2 ' 0. 1 4 ' 0. 1 2 ' 0. 0 8 ' 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 ' 0. 0 8 ' 0. 0 8 ' 0. 1 2 ' 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. 1 1 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 5 ' 0. 1 1 ' 0. 0 9 ' 0. 0 8 ' 0. 1 2 ' 0. 1 5 ' 0. 1 7 ' 0. 1 5 ' 0. 1 3 ' 0. 1 1 ' 0. 1 4 ' 0. 1 8 ' 0. 1 8 ' 0. 1 7 ' 0. 1 7 ' 0. 1 7 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' TW A1-A-A7 STA=25+81.82 OFF=33.00'R 16 ' 16 ' 16 ' 16 ' 16 ' 8' 8' TW A1-A-A7 STA=24+42.80 OFF=33.00'R SE E GE N E R A L NO T E 1 TAXIWAY A5 TW A5 STA=3+42.53 OFF=20.00'R GRADE BREAK LINE 10'10'10'10'10'10'10' 4+0 0 5+0 0 16 ' RUNWAY 16-34 0. 0 8 ' 0. 0 8 ' 0. 1 1 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 5 ' 0. 0 9 ' 0. 0 8 ' 0. 1 2 ' 0. 1 5 ' 0. 1 7 ' 0. 1 5 ' 0. 1 3 ' 0. 1 1 ' 0. 1 4 ' 0. 1 8 ' 0. 1 8 ' 0. 1 7 ' 0. 1 2 ' 0. 1 3 ' 0. 1 5 ' 0. 1 8 ' 0. 2 1 ' 0. 1 6 ' 0. 1 7 ' 0. 1 0 ' 0. 1 2 ' 0. 1 3 ' 0. 1 3 ' 0. 1 8 ' 0. 1 8 ' 0. 1 4 ' 0. 1 4 ' 0. 1 1 ' 0. 1 3 ' 0. 1 3 ' 0. 1 4 ' 0. 1 4 ' 0. 1 4 ' 0. 1 5 ' 0. 1 7 ' 0. 1 4 ' 0. 0 9 ' 0. 1 7 ' 0. 1 1 ' 0. 1 3 ' 0. 1 3 ' 0. 1 4 ' 0. 1 5 ' 0. 1 2 ' 0. 1 7 ' 0. 1 7 ' 0. 0 8 ' 16 ' 16 ' SEE GENERAL NOTE 2 GRADE BREAK LINE TAXIWAY A5 4 0 ' 20'20' 10'10'10'1 0 ' 10'10'1 0 ' 10' 4+0 0 5+0 0 24 . 1 1 ' 24 . 2 1 ' 24 . 0 2 ' 23 . 9 7 ' 24 . 1 2 ' 24 . 1 0 ' 24 . 0 1 ' 23 . 9 9 ' 24 . 1 4 ' 24 . 1 0 ' 24 . 0 7 ' 24 . 0 8 ' 23 . 9 8 ' 24 . 1 1 ' 24 . 2 2 ' 24 . 2 2 ' 24 . 2 4 ' 24 . 2 7 ' 24 . 2 2 ' 24 . 2 3 ' 24 . 3 6 ' 24 . 3 9 ' 24 . 3 9 ' 24 . 3 2 ' 24 . 2 4 ' 24 . 2 1 ' 24 . 3 0 ' 24 . 4 2 ' 24 . 5 2 ' 24 . 5 2 ' 24 . 4 7 ' 24 . 4 4 ' 24 . 4 3 ' 24 . 4 3 ' 24 . 5 9 ' 24 . 6 3 ' 24 . 6 8 ' 24 . 6 6 ' 24 . 6 5 ' 24 . 6 5 ' 24 . 6 5 ' 24 . 6 5 ' 24 . 1 2 ' 24 . 2 2 ' 24 . 4 6 ' 24 . 5 4 ' 24 . 4 4 ' 24 . 6 5 ' 24 . 6 6 ' 24 . 6 6 ' 24 . 7 6 ' 23 . 9 8 ' 24 . 1 7 ' 23 . 9 6 ' 16 ' RUNWAY 16-34 16 ' 16 ' SEE GENERAL NOTE 2 GRADE BREAK LINE TAXIWAY A5 4 0 ' 20'20' 10'10'10'1 0 ' 10'10'1 0 ' 10' 3+0 0 4+0 0 24 . 5 3 ' 24 . 5 7 ' 24 . 6 0 ' 24 . 6 3 ' 24 . 6 6 ' 24 . 6 9 ' 24 . 7 1 ' 24 . 7 2 ' 24 . 7 3 ' 24 . 7 6 ' 24 . 3 9 ' 24 . 4 3 ' 24 . 4 6 ' 24 . 4 9 ' 24 . 5 2 ' 24 . 5 5 ' 24 . 2 2 ' 24 . 2 6 ' 24 . 3 0 ' 24 . 3 4 ' 24 . 3 9 ' 24 . 0 5 ' 24 . 1 1 ' 24 . 1 9 ' 24 . 2 5 ' 23 . 8 9 ' 24 . 0 0 ' 24 . 1 2 ' 24 . 2 2 ' 24 . 1 8 ' 23 . 8 3 ' 23 . 9 6 ' 24 . 1 1 ' 24 . 2 1 ' 24 . 0 2 ' 23 . 8 2 ' 23 . 9 7 ' 24 . 1 2 ' 24 . 1 0 ' 24 . 0 1 ' 23 . 8 4 ' 23 . 9 9 ' 24 . 1 4 ' 24 . 1 0 ' 24 . 0 7 ' 24 . 0 8 ' 23 . 9 8 ' 24 . 1 1 ' 24 . 2 2 ' 24 . 2 2 ' 24 . 2 4 ' 24 . 2 7 ' 24 . 2 2 ' 23 . 9 8 ' 24 . 5 6 ' 24 . 4 4 ' 24 . 3 4 ' 24 . 3 1 ' 24 . 2 7 ' 24 . 1 7 ' 23 . 9 6 ' 16 ' TAXIWAY A TW A1-A-A7 STA=25+81.82 OFF=33.00'R 16 ' 16 ' 16 ' 16 ' 16 ' 8' 8' TW A1-A-A7 STA=24+42.80 OFF=33.00'R SE E GE N E R A L NO T E 1 TAXIWAY A5 TW A5 STA=3+42.53 OFF=20.00'R GRADE BREAK LINE 10'10'10'10'10'10'10' 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 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 \ S H E E T \ 2 0 _ C 2 . 1 9 C O N N E C T O R O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 7 OF 10 TAXIWAY A5 C2.13 47 OF 114 C2.13 1 SCALE: 1" = 20' MILLING PLAN C2.13 2 SCALE: 1" = 20' OVERLAY PLAN LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 0 SCALE 1" = 20 40 20' MATCHLINE, SEE ABOVE 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 2-INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.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. PROPOSED GRADE BREAK NOT ALIGNED WITH GRID LAYOUT MATCHLINE, SEE BELOW 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 28+00 29+00 30+00 25.0 24.6 24.7 24.8 24.9 25.1 24.9 2+ 0 0 3+ 0 0 4+ 0 0 TAXIWAY A RUNWAY 16-34 0. 1 7 ' 0. 1 7 ' 0. 1 8 ' 0. 1 3 ' 0. 1 4 ' 0. 1 3 ' 0. 1 7 ' 0. 1 8 ' 0. 1 8 ' 0.17 ' 0. 1 6 ' 0. 1 6 ' 0. 1 9 ' 0. 1 7 ' 0.17 ' 0. 1 7 ' 0. 1 7 ' 0. 1 8 ' 0. 1 8 ' 0. 1 7 ' 0. 1 9 ' 0. 2 0 ' 0. 1 8 ' 0. 1 8 ' 0. 1 7 ' 0. 1 7 ' 0. 1 7 ' 0. 1 7 ' 0. 2 0 ' 0. 1 8 ' 0. 1 7 ' 0. 1 7 ' 0. 1 7 ' 0. 1 8 ' 0. 1 7 ' 0. 1 7 ' 0. 1 6 ' 0. 1 4 ' 0. 1 7 ' 0. 1 7 ' 0. 0 9 ' 0. 1 4 ' 0. 1 1 ' 0. 1 2 ' 0. 0 8 ' 0. 1 1 ' 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 9 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 0 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 10' 20' 14 '16 ' 16 ' 16 ' SEE GENERAL NOTE 2 TAXIWAY A4 30' 10' SE E GE N E R A L NO T E 1 16 ' 16 ' 16 ' 16 ' 16 ' 16 ' 16 ' 10' TW A1-A-A7 STA=29+40.83 OFF=33.00'R TW A1-A-A7 STA=28+39.49 OFF=33.00'R 20' 10' 9'10'10'10'10'10'10'10'10'13' 28+00 29+00 30+00 25.0 24.6 24.7 24.8 24.9 25.1 24.9 2+ 0 0 3+ 0 0 4+ 0 0 24 . 3 6 ' 24 . 1 9 ' 24 . 1 6 ' 24 . 2 2 ' 24 . 2 4 ' 24 . 2 7 ' 24 . 1 8 ' 24 . 1 3 ' 24 . 0 1 ' 23 . 9 6 ' 23 . 8 2 ' 24 . 0 2 ' 24 . 1 4 ' 24 . 0 8 ' 23 . 9 8 ' 23 . 8 4 ' 23 . 9 5 ' 24 . 0 3 ' 23 . 9 2 ' 23 . 7 9 ' 23 . 6 2 ' 23 . 7 9 ' 23 . 9 5 ' 23 . 8 6 ' 23 . 7 6 ' 23 . 6 9 ' 23 . 8 0 ' 23 . 9 1 ' 23 . 7 3 ' 23 . 5 4 ' 23 . 5 9 ' 23 . 7 4 ' 23 . 8 8 ' 23 . 7 9 ' 23 . 6 8 ' 23 . 5 9 ' 23 . 7 6 ' 23 . 8 9 ' 23 . 7 6 ' 23 . 6 2 ' 23 . 6 5 ' 23 . 8 0 ' 23 . 9 3 ' 23 . 7 8 ' 23 . 6 2 ' 23 . 6 8 ' 23 . 8 6 ' 23 . 9 9 ' 23 . 8 6 ' 23 . 6 9 ' 23 . 8 4 ' 23 . 9 1 ' 24 . 0 0 ' 24 . 0 9 ' 24 . 0 2 ' 23 . 9 5 ' 23 . 9 3 ' 24 . 3 0 ' 24 . 2 8 ' 24 . 2 6 ' 24 . 2 3 ' 24 . 2 1 ' 24 . 1 9 ' 24 . 1 6 ' 24 . 1 4 ' 24 . 1 3 ' 24 . 1 3 ' 24 . 3 2 ' TAXIWAY A RUNWAY 16-34 10' 20' 14 '16 ' 16 ' 16 ' SEE GENERAL NOTE 2 TAXIWAY A4 30' 10' SE E GE N E R A L NO T E 1 16 ' 16 ' 16 ' 16 ' 16 ' 16 ' 16 ' 10' TW A1-A-A7 STA=29+40.83 OFF=33.00'R TW A1-A-A7 STA=28+39.49 OFF=33.00'R 20' 10' 9'10'10'10'10'10'10'10'10'13' 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 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 \ S H E E T \ 2 0 _ C 2 . 1 9 C O N N E C T O R O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 8 OF 10 TAXIWAY A4 C2.14 48 OF 114 C2.14 1 SCALE: 1" = 20' MILLING PLAN C2.14 2 SCALE: 1" = 20' OVERLAY PLAN LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 0 SCALE 1" = 20 40 20' 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 2-INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.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.95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 3 + 0 0 4+00 TAXIWAY A 0. 1 6 ' 0. 1 4 ' 0. 0 9 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0.08 ' 0. 1 1 ' 0. 1 3 ' 0.15 ' 0.08 ' 0. 0 8 ' 0. 0 8 ' 0.08 ' 0. 1 2 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0.08 ' 0. 1 5 ' 0. 1 7 ' 0.08 ' 0. 0 8 ' 0. 0 8 ' 0. 0 9 ' 0.13 ' 0. 0 9 ' 0. 0 8 ' 0.08 ' 0. 1 0 ' 0.19 ' 0.19 ' 0.14 ' 0.10 ' 0.08 ' 0.08 ' 0.13 ' 0.14 ' 0.13 ' 0.14 ' 0.13 ' 0.09 ' 0.08 ' 0.14 ' 0.18 ' 0. 1 5 ' 0. 3 1 ' 0. 2 4 ' 0.21 ' 0. 2 1 ' 0. 1 7 ' 0.15 ' 0. 1 5 ' 0. 1 3 ' 0. 0 9 ' 0. 0 8 ' 16 ' 16 ' 12 ' 16 ' 16 ' TAXIWAY A3 SE E GE N E R A L NO T E 1 TW A1-A-A7 STA=36+00.67 OFF=33.00'R TW A1-A-A7 STA=37+42.97 OFF=33.00'R 8' 8' 10 ' 10 ' 15 ' 10 '10' 10 '10'10' 10 '10 ' 4+00 5 + 0 0 RUNWAY 16-34 0. 1 5 ' 0. 1 3 ' 0. 1 0 ' 0.14 ' 0. 1 6 ' 0. 1 4 ' 0. 1 2 ' 0. 1 2 ' 0. 1 3 ' 0. 1 1 ' 0.12 ' 0. 1 2 ' 0. 1 2 ' 0. 1 7 ' 0. 1 1 ' 0.10 ' 0.08 ' 0.08 ' 0.10 ' 0.12 ' 0. 1 3 ' 0.11 ' 0.15 ' 0. 1 6 ' 0. 0 8 ' 0. 1 4 ' 0.08 ' 0.08 ' 0.08 ' 0.12 ' 0. 1 4 ' 0.15 ' 0.14 ' 0.16 ' 0. 1 4 ' 0.09 ' 0.08 ' 0. 0 8 ' 0.08 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0.08 ' 0. 0 8 ' 0. 1 1 ' 0. 1 3 ' 0. 1 5 ' 0. 0 8 ' 0.08 ' 0.08 ' 0. 0 8 ' 0. 1 2 ' 0. 0 8 ' 16 ' 16 ' 16 ' 16 ' 16 ' SEE GENERAL NOTE 2 TAXIWAY A3 10'10' 10 ' 10 '10' 10 ' 10 ' 10 '10' 20' 20' 3 + 0 0 4+00 23 . 7 7 ' 23 . 7 0 ' 23.6 6 ' 23 . 6 2 ' 23 . 5 8 ' 23.5 4 ' 23 . 5 0 ' 23 . 4 8 ' 23 . 4 8 ' 23 . 4 7 ' 23 . 5 1 ' 23 . 4 4 ' 23.4 2 ' 23 . 4 1 ' 23 . 3 9 ' 23.3 4 ' 23 . 3 1 ' 23 . 3 0 ' 23 . 0 8 ' 23.1 2 ' 23 . 1 8 ' 23 . 2 4 ' 23 . 2 5 ' 23 . 2 2 ' 23 . 2 4 ' 23 . 0 7 ' 23 . 1 1 ' 23 . 1 7 ' 23 . 1 0 ' 22 . 9 9 ' 22 . 9 1 ' 22 . 7 8 ' 23 . 0 2 ' 23 . 1 3 ' 23 . 0 3 ' 22 . 9 7 ' 22 . 9 0 ' 23 . 0 0 ' 23 . 1 1 ' 22 . 9 7 ' 22 . 8 6 ' 22.9 0 ' 23.0 0 ' 23.1 1 ' 22 . 9 8 ' 22.8 9 ' 22.8 7 ' 22 . 9 9 ' 23.1 3 ' 23.0 3 ' 22.9 6 ' 22.9 1 ' 23.0 4 ' 23 . 2 1 ' 23 . 1 5 ' 23.1 2 ' 23.1 0 ' 23 . 0 1 ' 23.1 6 ' 23 . 3 5 ' 23 . 3 2 ' 23.3 0 ' 23 . 2 9 ' 23 . 2 6 ' TAXIWAY A 16 ' 16 ' 12 ' 16 ' 16 ' TAXIWAY A3 SE E GE N E R A L NO T E 1 TW A1-A-A7 STA=36+00.67 OFF=33.00'R TW A1-A-A7 STA=37+42.97 OFF=33.00'R 8' 8' 10 ' 10 ' 15' 10 ' 10 ' 10 ' 10 ' 10 ' 10 '10 ' 4+00 5 + 0 0 22 . 9 0 ' 23 . 0 0 ' 23 . 1 1 ' 22 . 9 9 ' 23 . 1 3 ' 23 . 0 3 ' 22 . 9 6 ' 22 . 9 1 ' 23 . 0 4 ' 23 . 2 1 ' 23 . 1 5 ' 23 . 1 2 ' 23 . 1 0 ' 23 . 0 1 ' 23 . 1 6 ' 23 . 3 5 ' 23 . 3 2 ' 23 . 3 0 ' 23 . 2 9 ' 23 . 2 6 ' 23 . 2 5 ' 23 . 4 2 ' 23 . 5 3 ' 23.5 1 ' 23 . 4 9 ' 23 . 4 6 ' 23 . 4 2 ' 23 . 3 9 ' 23 . 6 3 ' 23 . 6 2 ' 23 . 6 2 ' 23.6 2 ' 23 . 6 3 ' 23 . 6 6 ' 23.6 9 ' 23 . 7 2 ' 23 . 7 1 ' 23.6 2 ' 23 . 5 6 ' 23 . 8 8 ' 23 . 8 8 ' 23 . 9 0 ' 23 . 9 0 ' 23 . 9 0 ' 23.8 7 ' 23 . 8 7 ' 23 . 8 7 ' 23.8 7 ' 23 . 8 7 ' 23 . 8 7 ' 23 . 9 0 ' 23 . 9 1 ' 23 . 9 3 ' RUNWAY 16-34 16 ' 16 ' 16 ' 16 ' 16 ' SEE GENERAL NOTE 2 TAXIWAY A3 10'10' 10 ' 10 '10' 10 ' 10 ' 10 '10' 20' 20' 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 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 \ S H E E T \ 2 0 _ C 2 . 1 9 C O N N E C T O R O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 9 OF 10 TAXIWAY A3 C2.15 49 OF 114 C2.15 1 SCALE: 1" = 20' MILLING PLAN C2.15 2 SCALE: 1" = 20' OVERLAY PLAN LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 0 SCALE 1" = 20 40 20' MATCHLINE, SEE BELOW MATCHLINE, SEE ABOVE 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 2-INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.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.95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 3+ 0 0 TAXIWAY A 0. 1 7 ' 0. 1 4 ' 0. 1 2 ' 0. 0 9 ' 0. 1 4 ' 0. 1 9 ' 0. 1 7 ' 0. 1 7 ' 0. 1 5 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 1 ' 0. 1 7 ' 0. 1 7 ' 0. 1 3 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 5 ' 0. 1 7 ' 0. 1 7 ' 0. 1 9 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 7 ' 0. 1 7 ' 0. 0 9 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 6 ' 0. 2 0 ' 0. 1 7 ' 0. 1 1 ' 0. 0 8 ' 0. 0 8 ' 0. 1 1 ' 0. 1 8 ' 0. 1 9 ' 0. 1 6 ' 0. 1 7 ' 0. 1 4 ' 0. 1 4 ' 0. 1 2 ' 0. 1 5 ' 0. 1 2 ' 0. 1 1 ' 0. 1 0 ' 0. 0 8 ' 0. 0 8 ' 0. 1 0 ' 0. 1 2 ' 0. 0 9 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 9 ' 0. 1 1 ' 0. 1 3 ' 0. 1 5 ' 0. 1 3 ' 0. 0 8 ' 0. 1 0 ' 0. 1 2 ' 0. 1 7 ' 0. 2 0 ' 0. 1 5 ' 0. 1 8 ' 0. 1 4 ' 0. 0 9 ' 0. 0 8 ' 0. 1 8 ' 0. 1 9 ' 0. 1 9 ' 0. 1 7 ' 0. 1 4 ' 0. 1 3 ' 0. 1 3 ' 0. 1 3 ' 0. 1 3 ' 0. 0 9 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 5 ' 0. 1 7 ' 0. 2 3 ' 0. 2 0 ' 0. 1 3 ' 0. 1 1 ' 0. 1 1 ' 0. 1 1 ' 0. 1 3 ' 0. 1 3 ' 0. 1 5 ' 0. 1 6 ' 0. 1 4 ' 0. 1 6 ' 0. 1 7 ' 0. 1 9 ' 0. 1 9 ' 0. 1 9 ' 0. 1 6 ' 0. 1 3 ' 0. 1 0 ' 0. 1 4 ' 0. 1 6 ' 0. 1 2 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 2 ' 0. 1 5 ' 0. 1 6 ' 0. 1 7 ' 0. 1 9 ' 0. 1 9 ' 0. 1 9 ' 0. 1 9 ' 0. 1 9 ' 0. 1 9 ' 0. 1 8 ' 0. 1 6 ' 0. 1 7 ' 0. 1 8 ' 0. 1 8 ' 0. 1 8 ' 0. 1 8 ' 0. 1 8 ' 0. 1 8 ' 0. 1 9 ' 0. 2 3 ' 0. 3 1 ' SE E GE N E R A L NO T E 1 TAXIWAY A2 TW A1-A-A7 STA=48+50.97 OFF=33.00'R TW A1-A-A7 STA=48+50.97 OFF=41.00'R TW A1-A-A7 STA=52+12.17 OFF=33.00'R 15'15' 13 . 5 ' 13 . 5 ' 13 . 5 ' 13 . 5 ' 10 ' 10 ' 10 ' 15 ' 15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15' 4+ 0 0 RUNWAY 16-34 0. 1 7 ' 0. 1 9 ' 0. 1 8 ' 0. 1 7 ' 0. 1 9 ' 0. 1 5 ' 0. 1 5 ' 0. 1 7 ' 0. 1 7 ' 0. 2 3 ' 0. 2 1 ' 0. 1 7 ' 0. 1 8 ' 0. 1 9 ' 0. 1 7 ' 0. 1 7 ' 0. 1 8 ' 0. 1 8 ' 0. 1 7 ' 0. 2 0 ' 0. 2 0 ' 0. 1 7 ' 0. 1 7 ' 0. 2 0 ' 0. 1 9 ' 0. 1 6 ' 0. 1 6 ' 0. 1 6 ' 0. 1 7 ' 0. 1 7 ' 0. 1 4 ' 0. 1 2 ' 0. 0 9 ' 0. 1 4 ' 0. 1 9 ' 0. 1 7 ' 0. 1 7 ' 0. 1 5 ' 0. 0 8 ' 0. 0 8 ' 0. 0 8 ' 0. 1 1 ' 0. 1 7 ' SEE GENERAL NOTE 2 TAXIWAY A2 10 ' 15 ' 15 ' 15 ' 15 ' 15 ' 3+ 0 0 21 . 7 8 ' 21 . 8 3 ' 21 . 9 1 ' 21 . 9 9 ' 21 . 8 9 ' 21 . 7 8 ' 21 . 7 0 ' 21 . 4 8 ' 21 . 6 1 ' 21 . 7 6 ' 21 . 8 8 ' 21 . 8 0 ' 21 . 7 2 ' 21 . 6 5 ' 21 . 5 5 ' 21 . 6 2 ' 21 . 7 2 ' 21 . 8 3 ' 21 . 6 6 ' 21 . 4 9 ' 21 . 3 4 ' 21 . 3 5 ' 21 . 4 9 ' 21 . 6 3 ' 21 . 8 0 ' 21 . 5 9 ' 21 . 4 0 ' 21 . 2 3 ' 21 . 2 4 ' 21 . 4 1 ' 21 . 6 0 ' 21 . 7 8 ' 21 . 6 3 ' 21 . 5 0 ' 21 . 4 3 ' 21 . 5 8 ' 21 . 6 1 ' 21 . 6 3 ' 21 . 6 6 ' 21 . 6 8 ' 21 . 6 8 ' 21 . 6 8 ' 21 . 6 8 ' 21 . 6 9 ' 21 . 7 0 ' 21 . 7 7 ' 21 . 8 5 ' 21 . 9 4 ' 22 . 1 9 ' 22 . 3 8 ' 22 . 5 6 ' 22 . 7 1 ' 22 . 1 9 ' 22 . 1 3 ' 22 . 0 6 ' 22 . 0 1 ' 21 . 9 8 ' 21 . 9 8 ' 21 . 9 5 ' 21 . 9 2 ' 21 . 9 1 ' 21 . 8 7 ' 21 . 8 4 ' 21 . 8 1 ' 21 . 7 8 ' 21 . 7 3 ' 21 . 6 7 ' 21 . 6 8 ' 21 . 8 0 ' 21 . 6 2 ' 21 . 4 8 ' 21 . 3 3 ' 21 . 5 0 ' 21 . 5 3 ' 21 . 6 3 ' 21 . 7 4 ' 21 . 8 5 ' 21 . 7 9 ' 21 . 8 5 ' 21 . 9 1 ' 21 . 9 8 ' 22 . 0 2 ' 22 . 0 6 ' 22 . 1 0 ' 22 . 1 4 ' 22 . 1 8 ' 22 . 2 2 ' 22 . 2 6 ' 22 . 3 0 ' 22 . 3 4 ' 22 . 3 7 ' 22 . 4 1 ' 22 . 4 5 ' 22 . 6 3 ' 22 . 5 9 ' 22 . 5 5 ' 22 . 5 1 ' 22 . 4 7 ' 22 . 4 2 ' 22 . 3 8 ' 22 . 3 3 ' 22 . 2 9 ' 22 . 2 5 ' 22 . 2 0 ' 22 . 1 6 ' 22 . 1 1 ' 22 . 0 6 ' 22 . 0 1 ' 21 . 9 5 ' 2 1 . 9 3 ' 21 . 9 0 ' 21 . 7 9 ' 21 . 7 2 ' 21 . 6 9 ' 21.6 7 ' 21 . 7 8 ' 21 . 8 6 ' 21 . 8 5 ' 21 . 8 5 ' 21 . 8 7 ' 21 . 9 1 ' 21 . 9 6 ' 22 . 0 1 ' 22 . 0 5 ' 22 . 1 0 ' 22 . 1 5 ' 22 . 2 0 ' 22 . 2 5 ' 22 . 3 0 ' 22 . 3 4 ' 22 . 3 9 ' 22 . 4 4 ' 22 . 4 9 ' 22 . 5 4 ' 22 . 5 8 ' 22 . 6 3 ' 22 . 6 8 ' 22 . 7 3 ' 22 . 7 7 ' 22 . 8 1 ' 22 . 8 5 ' TAXIWAY A SE E GE N E R A L NO T E 1 TAXIWAY A2 TW A1-A-A7 STA=48+50.97 OFF=33.00'R TW A1-A-A7 STA=48+50.97 OFF=41.00'R TW A1-A-A7 STA=52+12.17 OFF=33.00'R 15'15' 13 . 5 ' 13 . 5 ' 13 . 5 ' 13 . 5 ' 10 ' 10 ' 10 ' 15 ' 15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15'15' 4+ 0 0 23 . 0 8 ' 22 . 9 2 ' 22 . 7 8 ' 22 . 7 4 ' 23 . 0 5 ' 23 . 0 2 ' 22 . 9 7 ' 22 . 9 5 ' 22 . 9 3 ' 22 . 9 2 ' 22 . 6 6 ' 22 . 6 5 ' 22 . 6 6 ' 22 . 6 9 ' 22 . 7 6 ' 22 . 7 4 ' 22 . 3 9 ' 22 . 4 2 ' 22 . 4 8 ' 22 . 5 5 ' 22 . 4 3 ' 22 . 3 2 ' 22 . 2 5 ' 22 . 0 7 ' 22 . 1 3 ' 22 . 2 4 ' 22 . 3 4 ' 22 . 2 6 ' 22 . 1 8 ' 22 . 1 3 ' 21 . 9 2 ' 21 . 9 7 ' 22 . 0 6 ' 22 . 1 4 ' 22 . 0 5 ' 21 . 9 5 ' 21 . 9 0 ' 21 . 7 8 ' 21 . 8 3 ' 21 . 9 1 ' 21 . 9 9 ' 21 . 8 9 ' 21 . 7 8 ' 21 . 7 0 ' 21 . 4 8 ' 21 . 6 1 ' 21 . 7 6 ' 21 . 8 8 ' 21 . 8 0 ' 21 . 7 2 ' 21 . 6 5 ' 22 . 8 9 ' 22 . 7 9 ' RUNWAY 16-34 SEE GENERAL NOTE 2 TAXIWAY A2 10 ' 15 ' 15 ' 15 ' 15 ' 15 ' 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 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 \ S H E E T \ 2 0 _ C 2 . 1 9 C O N N E C T O R O V E R L A Y S E R I E S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN MBX KEYPLAN N AUGUST 2024 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 10 OF 10 TAXIWAY A2 C2.16 50 OF 114 C2.16 1 SCALE: 1" = 20' MILLING PLAN C2.16 2 SCALE: 1" = 20' OVERLAY PLAN LEGEND PROPOSED CONTOUR EXISTING CONTOUR PROPOSED OVERLAY PAVING TYPE 1 & 2 REHAB AND TRANSITION PAVING BOEING REHAB PAVING (SCHEDULE E) LEGEND CONT. PROPOSED MILLING DEPTH PROPOSED FINISHED GRADE ELEVATION SPOT ELEVATION LAYOUT GRID LINE #. # # " ##.# # ' GENERAL NOTES 1.REFER TO GRADING PLANS FOR GRADE CONTROL IN AREAS OUTSIDE MILL AND OVERLAY LIMITS. 0 SCALE 1" = 20 40 20' MATCHLINE, SEE LEFT MATCHLINE, SEE RIGHT MATCHLINE, SEE LEFT MATCHLINE, SEE RIGHT 2.WHERE MILL AND OVERLAY ABUTS EXISTING PAVEMENT TO REMAIN, MILL DEPTH SHALL BE 2-INCHES AND FINISHED GRADE SHALL MATCH EXISTING. 3.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.95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 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 TW A1-A-A7 SECTION @ 23+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 SECTION @ 23+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 SECTION @ 24+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 SECTION @ 24+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 SECTION @ 25+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 SECTION @ 25+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 SECTION @ 26+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 SECTION @ 26+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 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 . 0 8 FG : 2 5 . 0 4 EG : 2 5 . 1 5 FG : 2 5 . 1 5 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 0 EG : 2 4 . 0 4 FG : 2 4 . 3 4 EG : 2 3 . 6 9 FG : 2 4 . 6 0 EG : 2 3 . 8 3 FG : 2 4 . 7 4 EG : 2 3 . 8 3 FG : 2 4 . 5 7 EG : 2 4 . 0 8 FG : 2 4 . 3 6 EG : FG : EG : FG : EG : 2 4 . 9 2 FG : 2 4 . 9 4 EG : 2 5 . 0 0 FG : 2 5 . 1 2 EG : 2 5 . 7 0 FG : 2 5 . 8 5 EG : 2 5 . 5 6 FG : 2 5 . 5 7 EG : 2 5 . 2 9 FG : 2 5 . 3 0 EG : 2 4 . 8 9 FG : 2 4 . 9 9 EG : 2 4 . 1 1 FG : 2 4 . 1 1 EG : 2 3 . 7 1 FG : 2 4 . 1 0 EG : 2 3 . 7 6 FG : 2 4 . 0 9 EG : 2 3 . 8 4 FG : 2 3 . 9 6 EG : 2 4 . 2 3 FG : EG : FG : EG : 2 4 . 7 1 FG : EG : 2 4 . 9 3 FG : EG : 2 5 . 2 5 FG : 2 5 . 2 8 EG : 2 5 . 7 6 FG : 2 5 . 8 2 EG : 2 5 . 5 2 FG : 2 5 . 5 3 EG : 2 5 . 2 4 FG : 2 5 . 2 6 EG : 2 4 . 9 0 FG : 2 4 . 9 4 EG : 2 4 . 0 5 FG : EG : 2 3 . 3 2 FG : 2 3 . 5 2 EG : 2 3 . 5 9 FG : 2 3 . 6 4 EG : 2 3 . 8 0 FG : 2 3 . 8 1 EG : 2 4 . 0 5 FG : EG : FG : EG : FG : EG : 2 6 . 1 1 FG : EG : 2 5 . 8 2 FG : 2 5 . 8 1 EG : 2 5 . 7 5 FG : 2 5 . 7 8 EG : 2 5 . 5 2 FG : 2 5 . 5 0 EG : 2 5 . 2 4 FG : 2 5 . 2 1 EG : 2 4 . 9 0 FG : 2 4 . 9 0 EG : 2 3 . 9 7 FG : 2 4 . 0 7 EG : 2 3 . 4 5 FG : 2 3 . 9 1 EG : 2 3 . 8 0 FG : 2 3 . 7 8 EG : 2 4 . 0 3 FG : 2 4 . 0 4 EG : 2 4 . 2 7 FG : 2 4 . 2 8 EG : FG : EG : FG : EG : 2 6 . 2 0 FG : EG : 2 5 . 9 4 FG : 2 5 . 9 7 EG : 2 5 . 8 1 FG : 2 5 . 7 6 EG : 2 5 . 4 2 FG : 2 5 . 4 2 EG : 2 5 . 1 9 FG : 2 5 . 1 6 EG : 2 4 . 8 7 FG : 2 4 . 8 5 EG : 2 4 . 3 1 FG : EG : 2 3 . 8 6 FG : 2 4 . 0 2 EG : 2 3 . 9 7 FG : 2 4 . 2 5 EG : 2 3 . 9 4 FG : 2 4 . 0 6 EG : 2 3 . 8 4 FG : 2 3 . 8 4 EG : FG : EG : FG : EG : 2 5 . 6 7 FG : EG : 2 5 . 7 8 FG : EG : 2 5 . 7 1 FG : 2 5 . 6 9 EG : 2 5 . 3 9 FG : 2 5 . 3 9 EG : 2 5 . 1 6 FG : 2 5 . 1 1 EG : 2 4 . 7 8 FG : 2 4 . 8 0 EG : 2 4 . 3 2 FG : 2 4 . 4 9 EG : 2 3 . 9 9 FG : 2 4 . 1 9 EG : 2 3 . 8 2 FG : EG : 2 3 . 6 9 FG : 2 3 . 7 7 EG : 2 3 . 7 1 FG : 2 3 . 5 9 EG : FG : EG : FG : EG : 2 5 . 5 1 FG : EG : 2 5 . 0 4 FG : 2 5 . 0 4 EG : 2 5 . 5 9 FG : 2 5 . 6 3 EG : 2 5 . 3 6 FG : 2 5 . 3 3 EG : 2 5 . 1 0 FG : 2 5 . 0 1 EG : 2 4 . 7 6 FG : 2 4 . 7 0 EG : 2 4 . 2 2 FG : 2 4 . 3 7 EG : 2 3 . 6 1 FG : EG : 2 3 . 6 2 FG : EG : 2 3 . 5 3 FG : EG : 2 3 . 8 0 FG : EG : FG : EG : FG : EG : 2 5 . 6 0 FG : EG : 2 5 . 4 7 FG : 2 5 . 4 7 EG : 2 5 . 4 8 FG : 2 5 . 5 7 EG : 2 5 . 2 9 FG : 2 5 . 2 5 EG : 2 5 . 0 4 FG : 2 4 . 9 1 EG : 2 4 . 6 8 FG : 2 4 . 6 0 EG : 2 3 . 7 8 FG : EG : 2 3 . 5 2 FG : EG : 2 3 . 5 5 FG : EG : 2 3 . 6 1 FG : EG : 2 3 . 6 3 FG : EG : FG : EG : FG : EG : 2 5 . 5 0 FG : EG : 2 5 . 3 0 FG : 2 5 . 2 2 EG : 2 5 . 4 0 FG : 2 5 . 4 7 EG : 2 5 . 2 0 FG : 2 5 . 1 8 EG : 2 5 . 0 0 FG : 2 4 . 8 7 EG : 2 4 . 6 7 FG : 2 4 . 5 6 EG : 2 3 . 6 3 FG : EG : 2 3 . 4 6 FG : EG : 2 3 . 4 2 FG : EG : 2 3 . 4 7 FG : EG : 2 3 . 4 5 FG : REFER TO TAXIWAY A5 MILL AND OVERLAY PLANS REFER TO TAXIWAY A5 MILL AND OVERLAY PLANS REFER TO TAXIWAY A5 MILL AND OVERLAY PLANS CL E L = 2 5 . 3 5 ' EL = 2 5 . 0 0 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 6 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.39% 1.00% SCH B SCH C CL E L = 2 5 . 3 0 ' EL = 2 4 . 9 9 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 6 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.08% SCH B SCH C CL E L = 2 5 . 2 6 ' EL = 2 4 . 9 4 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 6 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.11% SCH B SCH C CL E L = 2 5 . 2 1 ' EL = 2 4 . 9 0 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 6 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.18% SCH BSCH C CL E L = 2 5 . 1 1 ' EL = 2 4 . 7 0 ' OF F = 3 3 . 0 0 ' R EL = 2 5 . 4 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.10% SCH BSC H C EL = 2 5 . 4 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL CL E L = 2 5 . 0 1 ' EL = 2 5 . 0 1 ' OF F = 0 . 0 0 ' EL = 2 4 . 6 0 ' OF F = 3 3 . 0 0 ' R 1.30% -1.25% SCH B SCH C EL = 2 5 . 3 7 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL CL E L = 2 4 . 9 1 ' EL = 2 4 . 9 1 ' OF F = 0 . 0 0 ' EL = 2 4 . 6 0 ' OF F = 2 5 . 0 2 ' R -1.39%-1.25% SCH B CL E L = 2 4 . 8 7 ' EL = 2 4 . 5 6 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 2 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.24% SCH B CL E L = 2 5 . 1 6 ' EL = 2 4 . 7 5 ' OF F = 3 3 . 0 0 ' R EL = 2 5 . 5 1 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.05% SCH BSCH C 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.17 51 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 SECTION @ 27+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 SECTION @ 27+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 SECTION @ 28+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 SECTION @ 28+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 SECTION @ 29+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 SECTION @ 29+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 SECTION @ 30+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 SECTION @ 30+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 SECTION @ 31+00 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 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 . 1 5 FG : EG : 2 5 . 2 5 FG : 2 5 . 3 7 EG : 2 5 . 2 9 FG : 2 5 . 4 9 EG : 2 5 . 1 5 FG : 2 5 . 1 1 EG : 2 4 . 9 4 FG : 2 4 . 8 4 EG : 2 4 . 5 6 FG : 2 4 . 5 2 EG : 2 3 . 5 5 FG : EG : 2 3 . 1 9 FG : EG : 2 3 . 2 5 FG : EG : 2 3 . 3 5 FG : EG : 2 3 . 5 9 FG : EG : FG : EG : FG : EG : 2 5 . 6 5 FG : EG : 2 5 . 4 1 FG : 2 5 . 5 6 EG : 2 5 . 3 5 FG : 2 5 . 5 5 EG : 2 5 . 1 4 FG : 2 5 . 1 1 EG : 2 4 . 9 2 FG : 2 4 . 8 0 EG : 2 4 . 5 7 FG : 2 4 . 4 9 EG : 2 3 . 4 1 FG : EG : 2 3 . 2 2 FG : 2 2 . 8 3 EG : 2 3 . 2 9 FG : 2 2 . 4 3 EG : 2 3 . 4 4 FG : EG : 2 3 . 7 3 FG : EG : FG : EG : FG : EG : 2 5 . 6 1 FG : EG : 2 5 . 4 6 FG : 2 5 . 4 6 EG : 2 5 . 3 5 FG : 2 5 . 3 1 EG : 2 5 . 1 2 FG : 2 5 . 1 0 EG : 2 4 . 8 7 FG : 2 4 . 7 7 EG : 2 4 . 5 2 FG : 2 4 . 4 5 EG : 2 3 . 4 3 FG : EG : 2 3 . 2 5 FG : 2 3 . 2 0 EG : 2 3 . 1 7 FG : 2 2 . 9 0 EG : 2 3 . 2 9 FG : EG : 2 3 . 5 7 FG : EG : FG : EG : FG : EG : 2 5 . 7 3 FG : EG : 2 5 . 4 5 FG : 2 5 . 4 5 EG : 2 5 . 2 6 FG : 2 5 . 2 5 EG : 2 4 . 9 7 FG : 2 4 . 9 7 EG : 2 4 . 6 9 FG : 2 4 . 7 1 EG : 2 4 . 3 0 FG : 2 4 . 4 0 EG : 2 3 . 6 4 FG : 2 3 . 6 9 EG : 2 3 . 3 8 FG : EG : 2 3 . 2 3 FG : EG : 2 3 . 3 4 FG : EG : 2 3 . 5 6 FG : EG : FG : EG : FG : EG : 2 5 . 6 5 FG : EG : 2 5 . 4 1 FG : 2 5 . 4 0 EG : 2 5 . 1 4 FG : 2 5 . 1 4 EG : 2 4 . 8 6 FG : 2 4 . 8 5 EG : 2 4 . 5 7 FG : 2 4 . 5 9 EG : 2 4 . 1 9 FG : 2 4 . 2 8 EG : 2 3 . 8 5 FG : 2 3 . 9 7 EG : 2 3 . 6 8 FG : 2 3 . 7 9 EG : 2 3 . 7 3 FG : 2 3 . 7 4 EG : 2 3 . 7 0 FG : 2 3 . 6 9 EG : 2 3 . 8 3 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 4 2 FG : 2 5 . 4 0 EG : 2 5 . 1 7 FG : 2 5 . 1 7 EG : 2 4 . 8 5 FG : 2 4 . 8 5 EG : 2 4 . 5 1 FG : 2 4 . 5 4 EG : 2 4 . 1 4 FG : 2 4 . 2 3 EG : 2 3 . 4 1 FG : EG : 2 3 . 1 8 FG : EG : 2 3 . 0 8 FG : EG : 2 3 . 0 7 FG : EG : 2 3 . 0 9 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 4 0 FG : 2 5 . 4 0 EG : 2 5 . 1 9 FG : 2 5 . 1 8 EG : 2 4 . 8 9 FG : 2 4 . 8 6 EG : 2 4 . 4 9 FG : 2 4 . 5 3 EG : 2 4 . 1 8 FG : 2 4 . 2 1 EG : 2 3 . 2 1 FG : EG : 2 2 . 9 0 FG : EG : 2 2 . 9 4 FG : 2 2 . 6 7 EG : 2 2 . 8 5 FG : 2 2 . 7 1 EG : 2 3 . 1 9 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 2 7 FG : 2 5 . 2 7 EG : 2 5 . 1 5 FG : 2 5 . 1 0 EG : 2 4 . 8 5 FG : 2 4 . 8 3 EG : 2 4 . 4 9 FG : 2 4 . 4 9 EG : 2 4 . 2 3 FG : 2 4 . 1 8 EG : 2 3 . 3 4 FG : EG : 2 3 . 0 5 FG : 2 3 . 0 4 EG : 2 2 . 9 7 FG : 2 2 . 7 4 EG : 2 2 . 9 1 FG : 2 2 . 7 0 EG : 2 3 . 1 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 0 0 FG : 2 5 . 0 0 EG : 2 5 . 0 3 FG : 2 5 . 1 3 EG : 2 4 . 8 1 FG : 2 4 . 7 7 EG : 2 4 . 5 0 FG : 2 4 . 4 4 EG : 2 4 . 2 6 FG : 2 4 . 1 2 EG : 2 3 . 5 6 FG : EG : 2 3 . 1 0 FG : EG : 2 2 . 9 8 FG : 2 2 . 7 5 EG : 2 2 . 9 3 FG : 2 2 . 7 0 EG : 2 3 . 1 1 FG : REFER TO TAXIWAY A4 MILL AND OVERLAY PLANS REFER TO TAXIWAY A4 MILL AND OVERLAY PLANS CL E L = 2 4 . 8 4 ' EL = 2 4 . 5 2 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 1 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.08% SCH B CL E L = 2 4 . 8 0 ' EL = 2 4 . 4 9 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 2 1 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.25% SCH BSC H E SC H E CL E L = 2 4 . 7 7 ' EL = 2 4 . 4 5 ' OF F = 2 5 . 0 0 ' R EL = 2 5 . 2 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.33% SCH BSC H E SC H E CL E L = 2 4 . 7 1 ' EL = 2 4 . 3 0 ' OF F = 3 3 . 0 0 ' R EL = 2 5 . 0 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.02% SCH BSCH CSC H E SC H E CL E L = 2 4 . 5 9 ' EL = 2 4 . 1 8 ' OF F = 3 3 . 0 0 ' R EL = 2 4 . 9 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.01% SCH BSCH CSC H E SC H E CL E L = 2 4 . 5 4 ' EL = 2 4 . 1 8 ' OF F = 2 8 . 7 0 ' R EL = 2 4 . 9 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.24% SCH BSCH CSC H E SC H E CL E L = 2 4 . 5 3 ' EL = 2 4 . 2 1 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 9 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.33% SCH BSCH C CL E L = 2 4 . 4 9 ' EL = 2 4 . 1 8 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 9 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.33% SCH BSCH C CL E L = 2 4 . 4 4 ' EL = 2 4 . 1 2 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 8 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.33% SCH BSCH C 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.18 52 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 SECTION @ 31+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 SECTION @ 32+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 SECTION @ 32+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 SECTION @ 33+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 SECTION @ 33+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 SECTION @ 34+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 SECTION @ 34+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 SECTION @ 35+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 SECTION @ 35+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 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 4 . 8 8 FG : 2 4 . 9 0 EG : 2 4 . 8 8 FG : 2 4 . 9 5 EG : 2 4 . 7 1 FG : 2 4 . 6 8 EG : 2 4 . 4 1 FG : 2 4 . 3 8 EG : 2 4 . 1 8 FG : 2 4 . 0 7 EG : 2 3 . 7 1 FG : EG : 2 3 . 3 6 FG : EG : 2 3 . 0 9 FG : EG : 2 3 . 0 7 FG : EG : 2 3 . 2 6 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 8 5 FG : 2 4 . 8 6 EG : 2 4 . 7 5 FG : 2 4 . 8 8 EG : 2 4 . 6 8 FG : 2 4 . 6 3 EG : 2 4 . 3 7 FG : 2 4 . 3 3 EG : 2 4 . 1 3 FG : 2 4 . 0 2 EG : 2 3 . 6 8 FG : EG : 2 3 . 3 7 FG : EG : 2 3 . 3 5 FG : EG : 2 3 . 3 5 FG : EG : 2 3 . 3 2 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 7 9 FG : 2 4 . 7 7 EG : 2 4 . 7 2 FG : 2 4 . 8 1 EG : 2 4 . 6 1 FG : 2 4 . 5 7 EG : 2 4 . 3 2 FG : 2 4 . 2 7 EG : 2 4 . 0 8 FG : 2 3 . 9 6 EG : 2 3 . 3 0 FG : EG : 2 3 . 2 5 FG : EG : 2 3 . 2 4 FG : EG : 2 3 . 3 0 FG : EG : 2 3 . 2 0 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 8 8 FG : 2 4 . 8 9 EG : 2 4 . 7 2 FG : 2 4 . 7 7 EG : 2 4 . 5 5 FG : 2 4 . 5 1 EG : 2 4 . 2 2 FG : 2 4 . 2 2 EG : 2 4 . 0 1 FG : 2 3 . 9 1 EG : 2 3 . 2 8 FG : EG : 2 3 . 1 7 FG : EG : 2 3 . 1 1 FG : EG : 2 3 . 2 2 FG : EG : 2 3 . 6 2 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 1 1 FG : 2 5 . 1 0 EG : 2 4 . 7 3 FG : 2 4 . 7 6 EG : 2 4 . 5 5 FG : 2 4 . 5 1 EG : 2 4 . 2 4 FG : 2 4 . 2 1 EG : 2 4 . 0 1 FG : 2 3 . 8 9 EG : 2 3 . 1 4 FG : EG : 2 2 . 7 1 FG : EG : 2 3 . 1 4 FG : EG : 2 3 . 2 3 FG : EG : 2 3 . 5 9 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 1 5 FG : 2 5 . 1 6 EG : 2 4 . 6 9 FG : 2 4 . 7 9 EG : 2 4 . 5 5 FG : 2 4 . 4 9 EG : 2 4 . 2 8 FG : 2 4 . 2 0 EG : 2 4 . 0 4 FG : 2 3 . 8 8 EG : 2 3 . 0 3 FG : EG : 2 2 . 5 9 FG : EG : 2 3 . 1 2 FG : EG : 2 3 . 3 8 FG : EG : 2 3 . 5 6 FG : EG : FG : EG : FG : EG : FG : EG : 2 5 . 0 8 FG : 2 5 . 0 8 EG : 2 4 . 8 1 FG : 2 4 . 8 0 EG : 2 4 . 5 5 FG : 2 4 . 5 2 EG : 2 4 . 2 0 FG : 2 4 . 1 9 EG : 2 3 . 9 4 FG : 2 3 . 8 7 EG : 2 3 . 1 5 FG : EG : 2 2 . 7 3 FG : EG : 2 2 . 7 8 FG : EG : 2 3 . 2 7 FG : EG : 2 3 . 5 0 FG : EG : FG : EG : FG : EG : 2 4 . 6 9 FG : EG : 2 5 . 0 1 FG : 2 5 . 0 1 EG : 2 4 . 7 3 FG : 2 4 . 7 4 EG : 2 4 . 5 0 FG : 2 4 . 4 7 EG : 2 4 . 2 1 FG : 2 4 . 1 8 EG : 2 3 . 9 7 FG : 2 3 . 8 6 EG : 2 3 . 1 7 FG : EG : 2 2 . 6 9 FG : EG : 2 2 . 7 7 FG : EG : 2 3 . 0 1 FG : EG : 2 3 . 2 1 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 9 4 FG : 2 4 . 9 7 EG : 2 4 . 6 8 FG : 2 4 . 7 2 EG : 2 4 . 5 0 FG : 2 4 . 4 7 EG : 2 4 . 2 1 FG : 2 4 . 1 7 EG : 2 4 . 0 3 FG : 2 3 . 8 5 EG : 2 3 . 2 1 FG : EG : 2 2 . 8 2 FG : EG : 2 2 . 7 8 FG : EG : 2 2 . 9 3 FG : EG : 2 3 . 0 9 FG : CL E L = 2 4 . 3 8 ' EL = 2 4 . 0 7 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 7 7 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.18% SCH BSCH C CL E L = 2 4 . 3 3 ' EL = 2 4 . 0 2 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 7 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.23% SCH BSCH C CL E L = 2 4 . 2 7 ' EL = 2 3 . 9 6 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 6 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.18% SCH BSCH C CL E L = 2 4 . 2 2 ' EL = 2 3 . 9 1 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 6 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.17% SCH BSCH C CL E L = 2 4 . 2 1 ' EL = 2 3 . 8 9 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 6 1 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.23% SCH BSCH C CL E L = 2 4 . 2 0 ' EL = 2 3 . 8 8 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 5 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.18% SCH BSCH C CL E L = 2 4 . 1 9 ' EL = 2 3 . 8 7 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 6 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.32% SCH BSCH C CL E L = 2 4 . 1 8 ' EL = 2 3 . 8 6 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 5 7 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.19% SCH BSCH C CL E L = 2 4 . 1 7 ' EL = 2 3 . 8 5 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 5 7 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.22% SCH BSCH CSC H E SC H E 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.19 53 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 SECTION @ 36+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 SECTION @ 36+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 SECTION @ 37+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 SECTION @ 37+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 SECTION @ 38+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 SECTION @ 38+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 SECTION @ 39+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 SECTION @ 39+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 SECTION @ 40+00 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 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 4 . 8 3 FG : 2 4 . 8 4 EG : 2 4 . 5 7 FG : 2 4 . 6 2 EG : 2 4 . 4 1 FG : 2 4 . 3 7 EG : 2 4 . 1 0 FG : 2 4 . 1 0 EG : 2 3 . 8 3 FG : 2 3 . 8 5 EG : 2 3 . 2 3 FG : EG : 2 2 . 8 3 FG : EG : 2 2 . 7 4 FG : EG : 2 2 . 7 6 FG : EG : 2 2 . 9 1 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 6 4 FG : 2 4 . 6 1 EG : 2 4 . 2 8 FG : 2 4 . 4 5 EG : 2 4 . 2 1 FG : 2 4 . 1 9 EG : 2 3 . 9 5 FG : 2 3 . 9 6 EG : 2 3 . 7 1 FG : 2 3 . 7 1 EG : 2 3 . 3 8 FG : 2 3 . 4 1 EG : 2 3 . 0 4 FG : 2 3 . 0 7 EG : 2 2 . 5 0 FG : EG : 2 2 . 6 4 FG : EG : 2 2 . 7 6 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 3 6 FG : 2 4 . 4 2 EG : 2 4 . 1 5 FG : 2 4 . 4 1 EG : 2 4 . 1 8 FG : 2 4 . 1 2 EG : 2 3 . 9 1 FG : 2 3 . 8 2 EG : 2 3 . 6 6 FG : 2 3 . 5 7 EG : 2 3 . 3 0 FG : 2 3 . 3 2 EG : 2 2 . 9 9 FG : 2 3 . 0 8 EG : 2 2 . 8 5 FG : 2 3 . 0 5 EG : 2 2 . 7 4 FG : EG : 2 3 . 0 2 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 4 1 FG : 2 4 . 4 2 EG : 2 4 . 1 3 FG : 2 4 . 3 5 EG : 2 4 . 1 0 FG : 2 4 . 0 4 EG : 2 3 . 8 5 FG : 2 3 . 7 9 EG : 2 3 . 6 6 FG : 2 3 . 5 4 EG : 2 3 . 2 8 FG : 2 3 . 2 1 EG : 2 3 . 0 9 FG : EG : 2 2 . 7 8 FG : EG : 2 3 . 0 3 FG : 2 3 . 1 0 EG : 2 3 . 1 5 FG : 2 3 . 3 3 EG : FG : EG : FG : EG : FG : EG : 2 4 . 3 7 FG : 2 4 . 3 5 EG : 2 4 . 1 2 FG : 2 4 . 3 1 EG : 2 4 . 0 7 FG : 2 4 . 0 2 EG : 2 3 . 8 6 FG : 2 3 . 7 7 EG : 2 3 . 7 0 FG : 2 3 . 4 6 EG : 2 2 . 9 5 FG : EG : 2 2 . 6 6 FG : 2 2 . 6 2 EG : 2 2 . 5 8 FG : 2 2 . 4 0 EG : 2 2 . 7 7 FG : EG : 2 3 . 3 3 FG : 2 3 . 3 4 EG : FG : EG : FG : EG : FG : EG : 2 4 . 1 8 FG : 2 4 . 1 7 EG : 2 4 . 2 1 FG : 2 4 . 3 5 EG : 2 4 . 1 0 FG : 2 4 . 0 4 EG : 2 3 . 8 6 FG : 2 3 . 7 5 EG : 2 3 . 7 0 FG : 2 3 . 4 4 EG : 2 3 . 0 2 FG : EG : 2 2 . 7 0 FG : 2 2 . 6 9 EG : 2 2 . 8 9 FG : EG : 2 2 . 8 5 FG : EG : 2 3 . 1 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 1 9 FG : 2 4 . 1 7 EG : 2 4 . 1 9 FG : 2 4 . 3 1 EG : 2 4 . 0 7 FG : 2 4 . 0 0 EG : 2 3 . 8 6 FG : 2 3 . 7 2 EG : 2 3 . 6 6 FG : 2 3 . 4 1 EG : 2 3 . 0 0 FG : EG : 2 2 . 6 9 FG : EG : 2 2 . 6 1 FG : EG : 2 2 . 9 1 FG : EG : 2 3 . 3 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 1 6 FG : 2 4 . 1 4 EG : 2 4 . 0 8 FG : 2 4 . 2 3 EG : 2 3 . 9 8 FG : 2 3 . 9 2 EG : 2 3 . 8 2 FG : 2 3 . 7 0 EG : 2 3 . 6 6 FG : 2 3 . 3 9 EG : 2 2 . 9 8 FG : EG : 2 2 . 5 7 FG : EG : 2 2 . 4 2 FG : EG : 2 2 . 5 7 FG : EG : 2 2 . 8 9 FG : EG : FG : EG : FG : EG : 2 3 . 9 0 FG : EG : 2 4 . 2 5 FG : 2 4 . 2 4 EG : 2 4 . 2 4 FG : 2 4 . 3 6 EG : 2 4 . 0 8 FG : 2 4 . 0 2 EG : 2 3 . 8 2 FG : 2 3 . 6 8 EG : 2 3 . 5 6 FG : 2 3 . 3 7 EG : 2 2 . 7 5 FG : EG : 2 2 . 3 1 FG : EG : 2 2 . 0 6 FG : EG : 2 2 . 3 4 FG : EG : 2 2 . 7 6 FG : REFER TO TAXIWAY A3 MILL AND OVERLAY PLANS REFER TO TAXIWAY A3 MILL AND OVERLAY PLANS CL E L = 2 4 . 1 0 ' EL = 2 3 . 7 7 ' OF F = 3 2 . 7 3 ' R EL = 2 4 . 4 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00% 1.09% SCH BSCH CSC H E SC H E CL E L = 2 3 . 9 6 ' EL = 2 3 . 6 3 ' OF F = 3 3 . 0 0 ' R EL = 2 4 . 2 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00% 0.92% SCH BSC H C SC H E SC H E CL E L = 2 3 . 7 9 ' EL = 2 3 . 5 1 ' OF F = 2 8 . 9 1 ' R EL = 2 4 . 1 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00% 0.98% SCH BSC H C SC H E SC H E CL E L = 2 3 . 7 7 ' EL = 2 3 . 4 6 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 0 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 0.98% SCH BSC H C SC H E SC H E CL E L = 2 3 . 7 5 ' EL = 2 3 . 4 4 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 1 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.17% SCH B SC H C SC H E SC H E CL E L = 2 3 . 7 2 ' EL = 2 3 . 4 1 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 0 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.09% SCH BSC H C SC H E SC H E CL E L = 2 3 . 7 0 ' EL = 2 3 . 3 9 ' OF F = 2 5 . 0 0 ' R EL = 2 3 . 9 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 0.89% SCH BSC H C SC H E SC H E CL E L = 2 3 . 6 8 ' EL = 2 3 . 3 7 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 1 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.36% SCH BSC H C SC H E SC H E CL E L = 2 3 . 8 2 ' EL = 2 3 . 4 9 ' OF F = 3 3 . 0 0 ' R EL = 2 4 . 2 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00% 1.21% SCH BSC H C SC H E SC H E 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.20 54 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 SECTION @ 40+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 SECTION @ 41+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 SECTION @ 41+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 SECTION @ 42+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 SECTION @ 42+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 SECTION @ 43+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 SECTION @ 43+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 SECTION @ 44+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 SECTION @ 44+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 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 4 . 2 3 FG : 2 4 . 2 3 EG : 2 4 . 3 7 FG : 2 4 . 4 2 EG : 2 4 . 1 6 FG : 2 4 . 1 0 EG : 2 3 . 8 4 FG : 2 3 . 6 8 EG : 2 3 . 6 4 FG : 2 3 . 3 7 EG : 2 2 . 8 6 FG : EG : 2 2 . 3 4 FG : EG : 2 2 . 2 0 FG : EG : 2 2 . 3 9 FG : EG : 2 2 . 8 3 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 2 2 FG : 2 4 . 2 0 EG : 2 4 . 2 3 FG : 2 4 . 3 4 EG : 2 4 . 0 9 FG : 2 4 . 0 3 EG : 2 3 . 8 1 FG : 2 3 . 6 9 EG : 2 3 . 6 1 FG : 2 3 . 3 8 EG : 2 2 . 7 8 FG : EG : 2 2 . 4 2 FG : EG : 2 2 . 4 0 FG : EG : 2 2 . 4 6 FG : EG : 2 2 . 8 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 1 7 FG : 2 4 . 1 4 EG : 2 4 . 2 2 FG : 2 4 . 3 0 EG : 2 4 . 0 5 FG : 2 4 . 0 1 EG : 2 3 . 8 1 FG : 2 3 . 6 9 EG : 2 3 . 5 6 FG : 2 3 . 3 8 EG : 2 2 . 8 3 FG : EG : 2 2 . 5 5 FG : EG : 2 2 . 5 6 FG : EG : 2 2 . 6 4 FG : EG : 2 2 . 9 9 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 1 0 FG : 2 4 . 0 9 EG : 2 4 . 2 1 FG : 2 4 . 2 8 EG : 2 4 . 0 5 FG : 2 4 . 0 0 EG : 2 3 . 8 3 FG : 2 3 . 7 0 EG : 2 3 . 6 1 FG : 2 3 . 3 9 EG : 2 2 . 8 6 FG : EG : 2 2 . 6 0 FG : EG : 2 2 . 4 9 FG : EG : 2 2 . 6 7 FG : EG : 2 3 . 0 6 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 2 0 FG : 2 4 . 1 8 EG : 2 4 . 2 5 FG : 2 4 . 3 3 EG : 2 4 . 1 0 FG : 2 4 . 0 4 EG : 2 3 . 9 1 FG : 2 3 . 7 2 EG : 2 3 . 8 2 FG : 2 3 . 4 1 EG : 2 3 . 0 0 FG : EG : 2 2 . 5 3 FG : EG : 2 2 . 4 1 FG : EG : 2 2 . 6 0 FG : EG : 2 2 . 9 8 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 2 5 FG : 2 4 . 2 2 EG : 2 4 . 3 0 FG : 2 4 . 3 8 EG : 2 4 . 1 4 FG : 2 4 . 0 9 EG : 2 3 . 9 9 FG : 2 3 . 7 9 EG : 2 3 . 7 8 FG : 2 3 . 4 8 EG : 2 3 . 1 1 FG : 2 3 . 1 0 EG : 2 2 . 5 2 FG : EG : 2 2 . 2 0 FG : EG : 2 2 . 5 9 FG : EG : 2 2 . 9 8 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 2 5 FG : 2 4 . 2 3 EG : 2 4 . 3 7 FG : 2 4 . 4 2 EG : 2 4 . 1 8 FG : 2 4 . 1 5 EG : 2 4 . 0 8 FG : 2 3 . 8 6 EG : 2 3 . 9 1 FG : 2 3 . 5 4 EG : 2 3 . 1 7 FG : 2 3 . 1 7 EG : 2 2 . 5 1 FG : EG : 2 2 . 2 4 FG : EG : 2 2 . 5 0 FG : EG : 2 2 . 9 8 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 4 1 FG : 2 4 . 4 1 EG : 2 4 . 2 9 FG : 2 4 . 4 1 EG : 2 4 . 2 0 FG : 2 4 . 1 5 EG : 2 4 . 1 0 FG : 2 3 . 8 5 EG : 2 3 . 9 7 FG : 2 3 . 5 4 EG : 2 2 . 9 7 FG : EG : 2 2 . 3 4 FG : EG : 2 2 . 2 2 FG : EG : 2 2 . 3 3 FG : EG : 2 2 . 7 0 FG : EG : FG : EG : FG : EG : FG : EG : 2 4 . 5 1 FG : 2 4 . 4 9 EG : 2 4 . 4 1 FG : 2 4 . 4 2 EG : 2 4 . 1 3 FG : 2 4 . 1 1 EG : 2 3 . 9 8 FG : 2 3 . 7 4 EG : 2 3 . 8 4 FG : 2 3 . 4 2 EG : 2 2 . 7 3 FG : EG : 2 1 . 9 0 FG : EG : 2 1 . 8 5 FG : EG : 2 1 . 9 7 FG : EG : 2 2 . 3 4 FG : CL E L = 2 3 . 6 8 ' EL = 2 3 . 3 7 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 2 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.67% SCH BSCH C CL E L = 2 3 . 6 9 ' EL = 2 3 . 3 8 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 1 3 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.35% SCH BSCH C CL E L = 2 3 . 6 9 ' EL = 2 3 . 3 8 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 1 1 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.25% SCH BSCH C CL E L = 2 3 . 7 0 ' EL = 2 3 . 3 9 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 1 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.20% SCH BSCH C CL E L = 2 3 . 7 2 ' EL = 2 3 . 4 1 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 1 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.27% SCH BSCH C CL E L = 2 3 . 7 9 ' EL = 2 3 . 4 8 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 1 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.20% SCH BSCH C CL E L = 2 3 . 8 6 ' EL = 2 3 . 5 4 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 2 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.15% SCH BSCH C CL E L = 2 3 . 8 5 ' EL = 2 3 . 5 4 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 2 4 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.18% SCH BSCH C CL E L = 2 3 . 7 4 ' EL = 2 3 . 4 2 ' OF F = 2 5 . 0 0 ' R EL = 2 4 . 2 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.48% SCH BSC H C 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.21 55 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 SECTION @ 45+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 SECTION @ 45+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 SECTION @ 46+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 SECTION @ 46+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 SECTION @ 47+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 SECTION @ 47+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 SECTION @ 48+00 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' OFFSET ELEVATIONS TW A1-A-A7 SECTION @ 48+50 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' OFFSET ELEVATIONS TW A1-A-A7 SECTION @ 49+00 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 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 2 . 9 6 FG : EG : 2 3 . 2 8 FG : 2 3 . 3 0 EG : 2 3 . 7 4 FG : 2 3 . 7 6 EG : 2 3 . 8 0 FG : 2 3 . 8 7 EG : 2 3 . 6 3 FG : 2 3 . 5 2 EG : 2 3 . 5 0 FG : 2 3 . 1 7 EG : 2 2 . 4 1 FG : EG : 2 1 . 5 5 FG : EG : 2 1 . 4 8 FG : EG : 2 1 . 5 9 FG : EG : 2 2 . 0 4 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 7 2 FG : 2 2 . 7 4 EG : 2 3 . 2 7 FG : 2 3 . 2 6 EG : 2 3 . 5 0 FG : 2 3 . 6 1 EG : 2 3 . 3 5 FG : 2 3 . 2 6 EG : 2 3 . 1 0 FG : 2 2 . 9 1 EG : 2 2 . 1 6 FG : EG : 2 0 . 8 5 FG : EG : 2 0 . 7 9 FG : EG : 2 1 . 1 2 FG : EG : 2 1 . 7 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 5 2 FG : 2 2 . 5 3 EG : 2 2 . 9 8 FG : 2 2 . 9 7 EG : 2 3 . 2 0 FG : 2 3 . 3 1 EG : 2 3 . 0 6 FG : 2 3 . 0 1 EG : 2 2 . 8 3 FG : 2 2 . 7 1 EG : 2 2 . 0 1 FG : EG : 2 1 . 2 3 FG : EG : 2 0 . 0 3 FG : EG : 2 0 . 7 4 FG : EG : 2 1 . 6 3 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 2 6 FG : 2 2 . 2 6 EG : 2 2 . 6 3 FG : 2 2 . 6 2 EG : 2 2 . 9 3 FG : 2 3 . 0 0 EG : 2 2 . 8 3 FG : 2 2 . 7 5 EG : 2 2 . 6 7 FG : 2 2 . 5 0 EG : 2 1 . 8 9 FG : EG : 2 1 . 0 7 FG : 2 0 . 9 3 EG : 1 9 . 9 6 FG : 1 9 . 6 8 EG : 2 0 . 4 3 FG : EG : 2 1 . 4 1 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 1 2 FG : 2 2 . 1 6 EG : 2 2 . 5 0 FG : 2 2 . 4 8 EG : 2 2 . 7 9 FG : 2 2 . 8 0 EG : 2 2 . 6 9 FG : 2 2 . 5 5 EG : 2 2 . 5 6 FG : 2 2 . 3 0 EG : 2 1 . 6 3 FG : 2 1 . 6 2 EG : 2 0 . 4 7 FG : 2 0 . 4 5 EG : 1 9 . 8 9 FG : 1 9 . 1 0 EG : 2 0 . 2 8 FG : EG : 2 1 . 2 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 1 . 9 7 FG : 2 2 . 0 0 EG : 2 2 . 4 0 FG : 2 2 . 4 0 EG : 2 2 . 6 9 FG : 2 2 . 7 4 EG : 2 2 . 6 0 FG : 2 2 . 4 3 EG : 2 2 . 3 0 FG : 2 2 . 1 1 EG : 2 1 . 4 4 FG : EG : 2 0 . 5 1 FG : EG : 2 0 . 1 6 FG : 1 9 . 7 3 EG : 2 0 . 5 8 FG : EG : 2 1 . 2 4 FG : EG : FG : EG : FG : EG : FG : EG : 2 1 . 9 1 FG : 2 1 . 9 3 EG : 2 2 . 3 1 FG : 2 2 . 3 1 EG : 2 2 . 6 4 FG : 2 2 . 6 2 EG : 2 2 . 3 9 FG : 2 2 . 3 0 EG : 2 2 . 0 0 FG : 2 1 . 9 9 EG : 2 1 . 3 0 FG : EG : 2 0 . 7 7 FG : EG : 2 0 . 0 4 FG : EG : 2 0 . 4 5 FG : EG : 2 1 . 1 9 FG : EG : FG : EG : FG : EG : 2 2 . 0 8 FG : EG : 2 2 . 0 3 FG : EG : 2 2 . 5 0 FG : 2 2 . 4 8 EG : 2 2 . 4 6 FG : 2 2 . 5 3 EG : 2 2 . 2 2 FG : 2 2 . 1 9 EG : 2 1 . 8 6 FG : 2 1 . 9 4 EG : 2 1 . 2 7 FG : 2 1 . 3 2 EG : 2 0 . 6 0 FG : EG : 2 0 . 0 0 FG : EG : 2 0 . 2 5 FG : EG : 2 0 . 9 1 FG : EG : FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 6 6 FG : 2 2 . 6 5 EG : 2 2 . 4 8 FG : 2 2 . 5 3 EG : 2 2 . 2 4 FG : 2 2 . 2 1 EG : 2 1 . 9 6 FG : 2 1 . 9 6 EG : 2 1 . 6 4 FG : 2 1 . 6 5 EG : 2 1 . 2 2 FG : EG : 2 0 . 9 1 FG : EG : 2 0 . 9 7 FG : EG : 2 1 . 3 0 FG : REFER TO TAXIWAY A2 MILL AND OVERLAY PLANS CL E L = 2 3 . 5 2 ' EL = 2 3 . 8 7 ' OF F = 2 5 . 0 0 ' L EL = 2 3 . 1 7 ' OF F = 2 5 . 0 0 ' R EL = 2 3 . 8 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.40%-0.53% SCH B SCH C CL E L = 2 3 . 2 6 ' EL = 2 3 . 6 1 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 9 1 ' OF F = 2 5 . 0 0 ' R EL = 2 3 . 4 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.40%-1.67% SCH B SCH C CL E L = 2 3 . 0 1 ' EL = 2 3 . 3 1 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 7 1 ' OF F = 2 5 . 0 0 ' R EL = 2 3 . 1 7 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.20%-1.68% SCH B SCH C CL E L = 2 2 . 7 5 ' EL = 2 3 . 0 0 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 5 0 ' OF F = 2 5 . 0 0 ' R EL = 2 2 . 8 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00%-1.96% SCH B SCH C CL E L = 2 2 . 5 5 ' EL = 2 2 . 8 0 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 3 0 ' OF F = 2 5 . 3 5 ' R EL = 2 2 . 7 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00%-1.29% SCH B SCH C CL E L = 2 2 . 4 3 ' EL = 2 2 . 7 4 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 0 5 ' OF F = 3 0 . 5 3 ' R EL = 2 2 . 5 9 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25%-1.82% SCH B SCH C CL E L = 2 2 . 3 0 ' EL = 2 2 . 6 2 ' OF F = 2 5 . 0 0 ' L EL = 2 1 . 8 6 ' OF F = 3 5 . 7 2 ' R EL = 2 2 . 5 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL CL E L = 2 2 . 3 0 ' EL = 2 2 . 6 2 ' OF F = 2 5 . 0 0 ' L EL = 2 1 . 8 6 ' OF F = 3 5 . 7 2 ' R EL = 2 2 . 5 6 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% -0.70%-1.25% -0.70% SCH ASC H B SCH C CL E L = 2 2 . 1 9 ' EL = 2 1 . 7 8 ' OF F = 4 0 . 9 0 ' R EL = 2 2 . 6 3 ' OF F = 3 3 . 0 0 ' L -1.00% 1.36% SCH ASC H B SC H C CL E L = 2 2 . 2 1 ' EL = 2 1 . 8 8 ' OF F = 3 3 . 0 0 ' R EL = 2 2 . 6 3 ' OF F = 3 3 . 0 0 ' L -1.00% 1.25% SCH ASC H B SC H C 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.22 56 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 SECTION @ 49+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 SECTION @ 50+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 SECTION @ 50+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 SECTION @ 51+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 SECTION @ 51+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 SECTION @ 52+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 SECTION @ 52+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 SECTION @ 53+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 SECTION @ 53+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 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 : FG : EG : 2 2 . 7 7 FG : 2 2 . 7 6 EG : 2 2 . 6 2 FG : 2 2 . 6 9 EG : 2 2 . 4 1 FG : 2 2 . 3 7 EG : 2 2 . 1 5 FG : 2 2 . 1 2 EG : 2 1 . 8 4 FG : 2 1 . 9 0 EG : 2 1 . 5 5 FG : 2 1 . 7 5 EG : 2 1 . 5 5 FG : 2 1 . 7 6 EG : 2 1 . 8 4 FG : 2 1 . 9 0 EG : 2 2 . 1 6 FG : 2 2 . 1 6 EG : FG : EG : FG : EG : FG : EG : 2 2 . 7 7 FG : EG : 2 2 . 9 1 FG : 2 2 . 9 1 EG : 2 2 . 8 7 FG : 2 2 . 8 3 EG : 2 2 . 5 7 FG : 2 2 . 5 3 EG : 2 2 . 3 1 FG : 2 2 . 2 8 EG : 2 2 . 0 6 FG : 2 2 . 0 3 EG : 2 1 . 7 4 FG : 2 1 . 7 1 EG : 2 1 . 6 0 FG : 2 1 . 3 2 EG : 2 1 . 4 9 FG : EG : 2 1 . 5 7 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 7 3 FG : EG : 2 3 . 0 4 FG : 2 3 . 0 4 EG : 2 2 . 9 9 FG : 2 2 . 9 7 EG : 2 2 . 7 3 FG : 2 2 . 6 9 EG : 2 2 . 4 7 FG : 2 2 . 4 4 EG : 2 2 . 1 7 FG : 2 2 . 1 8 EG : 2 1 . 8 1 FG : 2 1 . 8 3 EG : 2 1 . 1 7 FG : EG : 2 0 . 7 4 FG : EG : 2 0 . 7 8 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 7 0 FG : EG : 2 3 . 2 2 FG : 2 3 . 2 0 EG : 2 3 . 1 1 FG : 2 3 . 1 0 EG : 2 2 . 9 0 FG : 2 2 . 8 6 EG : 2 2 . 6 4 FG : 2 2 . 6 1 EG : 2 2 . 2 7 FG : 2 2 . 3 2 EG : 2 1 . 8 8 FG : 2 1 . 9 1 EG : 2 1 . 0 1 FG : 2 1 . 0 3 EG : 2 0 . 4 3 FG : EG : 2 0 . 8 1 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 8 2 FG : EG : 2 3 . 3 5 FG : 2 3 . 3 4 EG : 2 3 . 3 2 FG : 2 3 . 2 7 EG : 2 3 . 0 8 FG : 2 3 . 0 2 EG : 2 2 . 8 1 FG : 2 2 . 7 7 EG : 2 2 . 3 8 FG : 2 2 . 4 7 EG : 2 1 . 9 0 FG : 2 1 . 9 9 EG : 2 1 . 0 1 FG : 2 1 . 0 5 EG : 2 0 . 4 7 FG : EG : 2 0 . 9 1 FG : EG : FG : EG : FG : EG : FG : EG : 2 2 . 9 6 FG : EG : 2 3 . 5 6 FG : 2 3 . 5 4 EG : 2 3 . 5 0 FG : 2 3 . 4 2 EG : 2 3 . 2 7 FG : 2 3 . 1 5 EG : 2 3 . 0 3 FG : 2 2 . 9 0 EG : 2 2 . 6 6 FG : 2 2 . 6 1 EG : 2 2 . 1 6 FG : 2 2 . 2 2 EG : 2 1 . 1 1 FG : 2 1 . 3 6 EG : 2 0 . 6 8 FG : EG : 2 1 . 0 4 FG : EG : FG : EG : FG : EG : FG : EG : 2 3 . 0 8 FG : EG : 2 3 . 7 1 FG : 2 3 . 6 8 EG : 2 3 . 6 2 FG : 2 3 . 5 6 EG : 2 3 . 4 2 FG : 2 3 . 2 7 EG : 2 3 . 2 0 FG : 2 2 . 9 9 EG : 2 2 . 6 9 FG : 2 2 . 6 2 EG : 2 2 . 2 2 FG : EG : 2 1 . 5 0 FG : 2 1 . 4 6 EG : 2 1 . 2 2 FG : 2 0 . 6 8 EG : 2 1 . 3 5 FG : EG : FG : EG : FG : EG : FG : EG : 2 3 . 0 4 FG : EG : 2 3 . 7 1 FG : 2 3 . 7 5 EG : 2 3 . 7 5 FG : 2 3 . 7 0 EG : 2 3 . 5 4 FG : 2 3 . 3 8 EG : 2 3 . 3 4 FG : 2 3 . 0 7 EG : 2 2 . 7 0 FG : EG : 2 2 . 2 1 FG : EG : 2 1 . 3 7 FG : 2 1 . 1 1 EG : 2 1 . 2 3 FG : EG : 2 1 . 3 9 FG : EG : FG : EG : 2 2 . 2 6 FG : EG : 2 2 . 2 1 FG : EG : 2 2 . 2 5 FG : 2 2 . 2 7 EG : 2 3 . 3 9 FG : 2 3 . 3 8 EG : 2 3 . 7 5 FG : 2 3 . 7 9 EG : 2 3 . 5 7 FG : 2 3 . 5 0 EG : 2 3 . 3 7 FG : 2 3 . 1 8 EG : 2 2 . 7 5 FG : EG : 2 2 . 3 0 FG : EG : 2 1 . 5 3 FG : EG : 2 1 . 4 1 FG : EG : 2 1 . 5 6 FG : CL E L = 2 2 . 6 9 ' EL = 2 2 . 6 9 ' OF F = 0 . 0 0 ' EL = 2 2 . 3 6 ' OF F = 3 3 . 0 0 ' R EL = 2 3 . 0 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 2 . 0 7 ' OF F = 6 0 . 0 0 ' R EL = 2 1 . 6 4 ' OF F = 8 6 . 9 9 ' R -1.00% 1.09% -1.08%-1.60% SCH B SC H C CL E L = 2 2 . 8 6 ' EL = 2 2 . 8 6 ' OF F = 0 . 0 0 ' EL = 2 2 . 5 3 ' OF F = 3 3 . 0 0 ' R EL = 2 3 . 1 8 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 2 . 2 1 ' OF F = 6 0 . 0 0 ' R EL = 2 1 . 6 8 ' OF F = 8 6 . 9 0 ' R -1.00% 0.97% -1.18%-1.95% SCH B SC H C CL E L = 2 3 . 0 2 ' EL = 2 3 . 0 2 ' OF F = 0 . 0 0 ' EL = 2 2 . 6 9 ' OF F = 3 3 . 0 0 ' R EL = 2 3 . 3 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 2 . 3 4 ' OF F = 6 0 . 0 0 ' R EL = 2 1 . 7 1 ' OF F = 8 6 . 9 5 ' R -1.00% 1.01% -1.29% -2.35% SCH B SC H C CL E L = 2 3 . 1 5 ' EL = 2 2 . 8 2 ' OF F = 3 3 . 0 0 ' R EL = 2 3 . 5 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL EL = 2 2 . 4 8 ' OF F = 6 0 . 0 0 ' R EL = 2 2 . 0 1 ' OF F = 8 7 . 1 8 ' R -1.00% 1.06% -1.27%-1.75% SCH B SC H C CL E L = 2 3 . 2 7 ' EL = 2 2 . 9 9 ' OF F = 2 5 . 0 0 ' R EL = 2 3 . 6 5 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.12% 1.17% SCH B SC H C CL E L = 2 3 . 3 8 ' EL = 2 3 . 0 7 ' OF F = 2 5 . 0 0 ' R EL = 2 3 . 8 0 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.25% 1.27% SCH B SC H C CL E L = 2 3 . 5 0 ' EL = 2 3 . 7 9 ' OF F = 2 5 . 0 0 ' L EL = 2 3 . 8 1 ' OF F = 2 6 . 3 2 ' L EL = 2 3 . 3 7 ' OF F = 5 0 . 3 5 ' L -1.25% 1.19%-1.84% SC H B SC H C REFER TO TAXIWAY A2 MILL AND OVERLAY PLANS CL E L = 2 2 . 3 7 ' EL = 2 2 . 0 4 ' OF F = 3 3 . 0 0 ' R EL = 2 2 . 7 9 ' OF F = 3 3 . 0 0 ' L -1.00% 1.25% SCH ASC H B SC H C REFER TO TAXIWAY A2 MILL AND OVERLAY PLANS CL E L = 2 2 . 5 3 ' EL = 2 2 . 5 3 ' OF F = 0 . 0 0 ' EL = 2 2 . 2 0 ' OF F = 3 3 . 0 0 ' R EL = 2 2 . 9 2 ' OF F = 3 3 . 0 0 ' L REFER TO PLAN FOR MILL & OVERLAY GRADE CONTROL -1.00% 1.18% SCH ASC H B SC H C 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.23 57 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TW A1-A-A7 SECTION @ 54+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 SECTION @ 54+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 SECTION @ 55+00 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' OFFSET ELEVATIONS TW A1-A-A7 SECTION @ 55+50 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' OFFSET ELEVATIONS TW A1-A-A7 SECTION @ 56+00 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 22 5 ' L 21 2 . 5 ' L 20 0 ' L 18 7 . 5 ' L 17 5 ' L 16 2 . 5 ' L 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 17 5 ' L ?? ? ' ? ? ? 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 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 : 2 2 . 4 1 FG : EG : 2 2 . 3 1 FG : EG : 2 2 . 2 7 FG : EG : 2 2 . 8 1 FG : 2 2 . 8 6 EG : 2 3 . 7 2 FG : 2 3 . 3 8 EG : 2 3 . 8 9 FG : 2 3 . 7 9 EG : 2 3 . 7 0 FG : 2 3 . 4 8 EG : 2 3 . 5 0 FG : 2 3 . 1 6 EG : 2 2 . 9 1 FG : 2 2 . 8 0 EG : 2 2 . 3 8 FG : EG : 2 1 . 8 1 FG : EG : 2 1 . 5 9 FG : EG : 2 1 . 6 3 FG : EG : 2 5 . 5 1 FG : EG : 2 4 . 1 5 FG : EG : 2 2 . 7 9 FG : EG : 2 2 . 9 2 FG : 2 2 . 8 5 EG : 2 3 . 9 6 FG : 2 3 . 2 3 EG : 2 4 . 0 2 FG : 2 3 . 6 2 EG : 2 3 . 8 1 FG : 2 3 . 3 1 EG : 2 3 . 6 4 FG : 2 3 . 0 0 EG : 2 3 . 1 5 FG : 2 2 . 6 5 EG : 2 2 . 5 4 FG : 2 2 . 2 8 EG : 2 1 . 9 6 FG : 2 1 . 8 7 EG : 2 1 . 7 8 FG : EG : 2 1 . 7 2 FG : EG : FG : EG : FG : EG : 2 0 . 8 6 FG : 2 0 . 8 7 EG : 2 0 . 8 4 FG : 2 0 . 9 8 EG : 2 1 . 3 2 FG : 2 1 . 4 9 EG : 2 2 . 1 5 FG : 2 1 . 9 8 EG : 2 3 . 0 2 FG : 2 2 . 4 6 EG : 2 3 . 9 3 FG : 2 2 . 9 5 EG : 2 4 . 0 3 FG : 2 3 . 4 5 EG : 2 3 . 8 8 FG : 2 3 . 1 4 EG : 2 3 . 7 2 FG : 2 2 . 8 3 EG : 2 3 . 2 4 FG : 2 2 . 4 8 EG : 2 2 . 5 5 FG : 2 2 . 1 4 EG : FG : EG : FG : EG : 2 1 . 4 2 FG : 2 1 . 3 5 EG : 2 2 . 5 8 FG : 2 2 . 0 0 EG : 2 3 . 2 0 FG : 2 2 . 1 5 EG : 2 3 . 8 0 FG : 2 2 . 5 7 EG : 2 3 . 8 7 FG : 2 2 . 9 3 EG : 2 3 . 7 0 FG : 2 3 . 0 1 EG : 2 3 . 5 6 FG : 2 2 . 6 9 EG : 2 3 . 1 5 FG : 2 2 . 3 6 EG : 2 2 . 5 4 FG : 2 2 . 2 5 EG : 2 2 . 3 5 FG : EG : 2 2 . 0 3 FG : EG : FG : EG : FG : EG : 2 2 . 8 9 FG : EG : 2 3 . 1 3 FG : 2 2 . 8 9 EG : 2 3 . 3 7 FG : 2 2 . 8 9 EG : 2 3 . 5 2 FG : 2 2 . 9 4 EG : 2 3 . 4 5 FG : 2 3 . 1 0 EG : 2 3 . 2 9 FG : 2 2 . 9 5 EG : 2 3 . 0 4 FG : 2 2 . 8 0 EG : 2 2 . 7 7 FG : 2 2 . 7 4 EG : 2 2 . 5 2 FG : EG : 2 2 . 1 7 FG : EG : 2 1 . 9 9 FG : CL E L = 2 3 . 4 8 ' EL = 2 3 . 7 9 ' OF F = 2 5 . 0 0 ' L EL = 2 3 . 7 9 ' OF F = 2 5 . 0 0 ' L EL = 2 3 . 0 9 ' OF F = 3 0 . 8 7 ' R EL = 2 3 . 0 9 ' OF F = 6 7 . 7 0 ' L -1.25%-1.63% SC H B SC H C CL E L = 2 3 . 3 1 ' EL = 2 3 . 6 2 ' OF F = 2 5 . 0 0 ' L EL = 2 3 . 6 2 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 8 7 ' OF F = 3 5 . 1 8 ' R EL = 2 2 . 6 4 ' OF F = 8 9 . 6 9 ' L -1.25%-1.51% CL E L = 2 3 . 1 4 ' EL = 2 3 . 4 5 ' OF F = 2 5 . 0 0 ' L EL = 2 3 . 4 5 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 6 5 ' OF F = 3 9 . 4 2 ' R EL = 2 0 . 6 1 ' OF F = 1 6 5 . 6 0 ' L EL = 2 1 . 1 5 ' OF F = 1 8 7 . 8 8 ' L -1.25% -2.02% 2.44% CL E L = 2 3 . 0 1 ' EL = 2 3 . 1 2 ' OF F = 9 . 2 7 ' L EL = 2 2 . 5 0 ' OF F = 4 0 . 7 8 ' R EL = 2 2 . 9 3 ' OF F = 2 5 . 0 0 ' L EL = 2 2 . 1 4 ' OF F = 7 5 . 4 6 ' L EL = 2 1 . 9 6 ' OF F = 1 0 5 . 4 9 ' L EL = 2 1 . 5 8 ' OF F = 1 1 7 . 3 5 ' L EL = 2 1 . 0 2 ' OF F = 1 3 5 . 3 0 ' L -1.25%-1.25% -1.56% -0.60% -3.19% -3.13% CL E L = 2 3 . 1 0 ' EL = 2 2 . 8 0 ' OF F = 4 9 . 9 0 ' R EL = 2 2 . 8 9 ' OF F = 3 2 . 4 1 ' L EL = 2 2 . 8 9 ' OF F = 5 4 . 6 5 ' L EL = 2 2 . 8 6 ' OF F = 9 7 . 9 4 ' L -0.61%-0.66%0.01%-0.07% 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 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 \ S H E E T \ 2 1 _ C 2 . 2 4 G R A D I N G S E C T I O N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 H=#### | V=1:3.2 GJR DMY DMY TAXIWAY A & A7 GRADING SECTIONS C2.24 58 OF 114 1.SECTIONS ARE PROVIDED FOR REFERENCE ONLY AS A SUPPLEMENT TO THE MILL AND OVERLAY AND GRADING PLANS. 2.PAVEMENT SECTION TRANSITIONS SHOWN ARE SCHEMATIC IN NATURE AND WILL VARY IN ACCORDANCE WITH THE DEMOLITION AND PAVING PLANS, AS NECESSITATED BY VARYING SITE CONDITIONS. LEGEND ASPHALT SURFACE COURSE ASPHALT BASE COURSE GENERAL NOTESLEGEND CONT. CRUSHED AGGREGATE BASE COURSE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 TW A5 STA: 6+34.49 OFF: 150.17' R TW A5 STA: 5+83.92 OFF: 110.32' R R 3 7 'R37 ' TW A5 STA: 3+40.88 OFF: 19.62' R TW A5 STA: 3+19.78 OFF: 36.74' R TW A5 STA: 3+23.79 OFF: 32.85' R TW A5 STA: 3+24.14 OFF: 19.92' L TW A5 STA: 2+66.58 OFF: 19.90' L TW A5 STA: 4+30.58 OFF: 43.53' L TW A5 STA: 4+26.31 OFF: 57.71' L TW A5 STA: 3+11.32 OFF: 63.31' R R47' R 5 0 ' TW A4 STA: 4+59.48 OFF: 0.00' TW A4 STA: 4+96.48 OFF: 36.99' R TW A4 STA: 4+96.46 OFF: 37.01' L TW A4 STA: 4+96.51 OFF: 236.99' R TW A4 STA: 4+96.43 OFF: 237.01' L TW A4 STA: 4+07.22 OFF: 0.00' TW A4 STA: 4+00.82 OFF: 76.30' L TW A4 STA: 3+91.98 OFF: 47.90' L TW A4 STA: 3+55.79 OFF: 21.20' L TW A4 STA: 4+00.85 OFF: 77.71' R TW A4 STA: 3+94.70 OFF: 57.69' R TW A4 STA: 3+44.76 OFF: 20.95' R TW A4 STA: 2+80.46 OFF: 21.24' R TW A4 STA: 2+79.68 OFF: 21.01' L TW A4 STA: 2+34.29 OFF: 49.79' L TW A4 STA: 2+32.02 OFF: 50.66' R TW A4 STA: 2+39.18 OFF: 320.59' R R 3 7 'R37' 21 ' 10 ' 21 ' R5 0 ' STA: 23+09.23 OFF: 88.50' L STA: 23+52.39 OFF: 79.45' L STA: 23+65.31 OFF: 77.75' L STA: 26+64.94 OFF: 77.75' L STA: 26+77.87 OFF: 79.45' L STA: 27+02.67 OFF: 86.09' L STA: 27+21.03 OFF: 88.50' L R5 0 ' 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 7+2 6 0+ 0 0 1+ 0 0 2+0 0 3+0 0 4+0 0 5+ 0 0 6+ 0 0 7+0 0 6+ 0 1 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 R7 1 ' STA: 28+24.26 OFF: 25.00' R R38'R 5 2 ' R 5 0 ' STA: 29+57.90 OFF: 25.00' R STA: 26+00.09 OFF: 25.00' R STA: 24+28.10 OFF: 25.00' R R25 ' R 1 0 5 ' R20' R 7 1 5 ' TW A5 STA: 3+12.95 OFF: 0.00' TW A5 STA: 2+20.71 OFF: 0.00' STA: 24+55.08 OFF: 0.00' STA: 25+89.26 OFF: 0.00' TW A4 STA: 2+37.00 OFF: 0.00' R55 ' STA: 28+51.29 OFF: 0.00' STA: 29+25.29 OFF: 0.00' RUNWAY HOLD POSITION MARKING, TYP.C3.4 3 RUNWAY HOLD POSITION MARKING, TYP.C3.4 3 TW A5 STA: 4+10.65 OFF: 18.03' L R 4 2 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 . 2 AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 1 OF 3 C3.1 59 OF 114 RUNWAY 16-34 TA X I W A Y A 5 TAXIWAY A TA X I W A Y A 4 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 LEASE LINE MARKING , SEE GENERAL NOTE 4 & DEMO PLANS DRIVE LANE STRIPING W/ SPEED LIMIT & ONE LANE DELINEATORS BID SCHEDULE DIVIDING LINE GENERAL NOTES 1.IN THE EVENT THAT BID SCHEDULES B OR C 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. 5.RESTRIPE ANY ADDITIONAL LEASE LINE MARKINGS NOT SHOWN BASED ON AS-BUILT LOCATIONS FROM INITIAL SITE WALK. #/# 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 A: TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID AND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARY STRIPING; SEAPLANE PARKING STRIPING; TAXIWAY SHOULDER MARKING BID SCHEDULE B: DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPING WITHIN BID SCHEDULE B PAVING LIMITS BID SCHEDULE C: ADDITIONAL INITIAL COAT FOR BID SCHEDULE B STRIPING WITHIN BID SCHEDULE C PAVING LIMITS BID SCHEDULE E: BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPING AH E A D LA N E ON E MP H 15 20 0 ' 25 ' 50 ' ATCT BOEING FUEL 5-45 PARCELPSE 622 PARCEL BUILDING TAXIWAY LEAD-IN LINE, TYP. SEE DETAIL C3.4 6 B/C A/BA/B B/C A/B RESTRIPE EXISTING SERVICE ROAD STRIPING IN EXISTING LOCATION MATCH EXISTING SERVICE ROAD STRIPING @ PAVING LIMITS, TYP. NON-MOVEMENT BOUNDARY LINE C3.4 2 SOLID TAXIWAY EDGE STRIPE C3.4 4 DRIVE LANE STRIPING C3.5 8 ONE LANE AHEAD MARKING, TYP.C3.5 10 DASHED TAXIWAY EDGE STRIPE C3.4 5 TAXIWAY CENTERLINE STRIPE, TYP.C3.4 1 AIRPORT-CITY 600 PARCEL HANGARS B/C A/B MATCH EXISTING CENTERLINE STRIPE @ PAVING LIMITS ONE LANE AHEAD MARKING, TYP.C3.5 10 COORDINATE EXACT LIMITS OF RE-STRIPING OF SERVICE ROAD IN THE FIELD WITH THE RPR CONTINUE RE-STRIPING OF LEAD IN ALL THE WAY TO END OF TANGENT. TAPER NON-MOVEMENT BOUNDARY STATION 22+00 TO 22+30 TO MATCH EXISTING TAPER CENTERLINE AND SOLID EDGE STRIPE @ STATION 22+50 TO MATCH EXISTING @ PAVING LIMITS TAPER DASHED EDGE STRIPING @ STATION 22+50 TO MATCH EXISTING @ NEAREST DASH TO REMAIN NW SEAPLANES 608 PARCEL MAINTENANCE BULDING PRO-FLIGHT 750 PARCEL APRON 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 MP H 15 MP H 15 R4 7 'R50 ' R43' R22' R3 2 5 ' TW-A3 STA: 3+43.43 OFF: 18.64' R TW-A3 STA: 3+19.79 OFF: 73.12' L TW-A3 STA: 4+19.71 OFF: 64.65' R TW-A3 STA: 2+24.12 OFF: 25.36' R TW-A3 STA: 6+33.95 OFF: 149.67' L TW-A3 STA: 5+00.34 OFF: 61.65' L TW-A3 STA: 3+64.94 OFF: 20.32' L R1 2 0 0 ' 21 ' STA: 44+02.88 OFF: 88.50' L 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 R2 2 1 ' TW-A3 STA: 3+26.12 OFF: 18.91' R TW-A3 STA: 3+12.01 OFF: 0.00' TW-A3 STA: 2+20.71 OFF: 0.00' STA: 37+20.03 OFF: 0.00' 7+ 2 6 1+00 2 + 0 0 3+ 0 0 4 + 0 0 5 + 0 0 6+00 7 + 0 0 STA: 35+85.85 OFF: 0.00' R71 5 ' STA: 40+00.00 STA: 37+56.73 OFF: 25.00' R STA: 35+80.46 OFF: 25.00' R RUNWAY HOLD POSITION MARKING, TYP.C3.4 3 TW-A3 STA: 4+07.72 OFF: 17.59' R STA: 34+75.00 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 MA T C H L I N E , S E E S H E E T C3 . 3 AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 2 OF 3 C3.2 60 OF 114 RUNWAY 16-34 TAXIWAY A TAXIWAY A3 BOEING C RAMP 770 PARCEL 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 LEASE LINE MARKING , SEE GENERAL NOTE 4 & DEMO PLANS DRIVE LANE STRIPING W/ SPEED LIMIT & ONE LANE DELINEATORS BID SCHEDULE DIVIDING LINE GENERAL NOTES 1.IN THE EVENT THAT BID SCHEDULES B OR C 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. 5.RESTRIPE ANY ADDITIONAL LEASE LINE MARKINGS NOT SHOWN BASED ON AS-BUILT LOCATIONS FROM INITIAL SITE WALK. #/# 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 A: TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID AND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARY STRIPING; SEAPLANE PARKING STRIPING; TAXIWAY SHOULDER MARKING BID SCHEDULE B: DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPING WITHIN BID SCHEDULE B PAVING LIMITS BID SCHEDULE C: ADDITIONAL INITIAL COAT FOR BID SCHEDULE B STRIPING WITHIN BID SCHEDULE C PAVING LIMITS BID SCHEDULE E: BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPING AH E A D LA N E ON E MP H 15 25 ' 50 ' RAINIER FLIGHT 800/820 PARCEL APRON RESTRIPE EXISTING TAXIWAY CENTERLINE IN CURRENT LOCATION, SEE DETAIL C3.4 1 EXTEND 6" YELLOW BOEING LEAD IN STRIPING TO SCHEDULE C PAVING LIMITS, TYP. PAID FOR UNDER BID SCHEDULE E. A/B B/C A/B B/C B/C MATCH EXISTING CENTERLINE STRIPE @ PAVING LIMITS A/B B/C NON-MOVEMENT BOUNDARY LINE C3.4 2 DASHED TAXIWAY EDGE STRIPE C3.4 5 SOLID TAXIWAY EDGE STRIPE C3.4 4 DRIVE LANE STRIPING C3.5 8 SPEED LIMIT MARKING, TYP.C3.5 9 TAXIWAY CENTERLINE STRIPE, TYP.C3.4 1 B/C A/B RESTRIPE EXISTING SERVICE ROAD STRIPING IN EXISTING LOCATION BOEING RESTRICTION LINE. PAID FOR UNDER BID SCHEDULE E C3.5 7 SPEED LIMIT MARKING, TYP.C3.5 9 PRO-FLIGHT 750 PARCEL APRON 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 STA: 46+96.65 OFF: 25.00' R TW-A2 STA: 4+00.54 OFF: 68.25' R TW-A2 STA: 3+63.67 OFF: 37.98' R TW-A2 STA: 3+00.85 OFF: 42.50' R TW-A2 STA: 2+90.64 OFF: 42.84' R TW-A2 STA: 4+00.52 OFF: 75.95' L TW-A2 STA: 3+58.03 OFF: 39.01' L TW-A2 STA: 3+00.83 OFF: 40.77' L TW-A2 STA: 2+86.97 OFF: 56.08' L STA: 53+19.52 OFF: 25.00' R STA: 55+11.86 OFF: 40.37' R STA: 55+20.54 OFF: 40.81' R STA: 55+23.61 OFF: 25.00' L STA: 55+39.62 OFF: 40.88' R STA: 56+16.68 OFF: 59.84' R STA: 56+30.97 OFF: 73.04' R STA: 56+29.98 OFF: 41.94' L STA: 55+68.04 OFF: 97.09' L STA: 55+21.64 OFF: 25.00' L 20 ' STA: 44+60.01 OFF: 80.99' L STA: 45+12.43 OFF: 74.00' L STA: 53+30.86 OFF: 72.50' L STA: 53+30.86 OFF: 53.00' L 58 + 3 1 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+0 0 5 5 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 6+ 0 1 STA: 54+92.16 OFF: 152.03' L STA: 54+72.86 OFF: 111.83' L STA: 48+64.15 OFF: 42.37' R R1 6 ' R52' R35' R42' R55' STA: 55+31.49 OFF: 49.58' LR14 0 ' STA: 52+16.62 OFF: 25.00' R STA: 52+12.08 OFF: 33.18' R STA: 52+12.08 OFF: 87.12' R STA: 51+70.21 OFF: 58.19' R TW-A2 STA: 2+37.00 OFF: 0.00' STA: 49+16.51 OFF: 0.00' STA: 49+90.51 OFF: 0.00' STA: 56+29.97 OFF: 100.60' L STA: 48+86.56 OFF: 72.50' L STA: 48+46.31 OFF: 74.00' L R37' R 3 7 ' 21 ' RUNWAY HOLD POSITION MARKING, TYP.C3.4 3 RUNWAY HOLD POSITION MARKING, TYP.C3.4 3 STA: 55+53.08 OFF: 25.00' L STA: 55+21.56 OFF: 50.00' L STA: 55+56.33 OFF: 73.08' L R75 ' R2 0 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 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 \ 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 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN 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 . 2 AUGUST 2024 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 3 OF 3 C3.3 61 OF 114 RUNWAY 16-34 TAXIWAY A TA X I W A Y A 2 TA X I W A Y A 1 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 LEASE LINE MARKING , SEE GENERAL NOTE 4 & DEMO PLANS DRIVE LANE STRIPING W/ SPEED LIMIT & ONE LANE DELINEATORS BID SCHEDULE DIVIDING LINE GENERAL NOTES 1.IN THE EVENT THAT BID SCHEDULES B OR C 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. 5.RESTRIPE ANY ADDITIONAL LEASE LINE MARKINGS NOT SHOWN BASED ON AS-BUILT LOCATIONS FROM INITIAL SITE WALK. #/# 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 A: TAXIWAY CENTERLINE STRIPING; TAXIWAY EDGE STRIPING (SOLID AND DASHED); RUNWAY HOLD POSITION STRIPING; NON-MOVEMENT BOUNDARY STRIPING; SEAPLANE PARKING STRIPING; TAXIWAY SHOULDER MARKING BID SCHEDULE B: DRIVE LANE STRIPING; ADDITIONAL INITIAL COAT FOR BID SCHEDULE A STRIPING WITHIN BID SCHEDULE B PAVING LIMITS BID SCHEDULE C: ADDITIONAL INITIAL COAT FOR BID SCHEDULE B STRIPING WITHIN BID SCHEDULE C PAVING LIMITS BID SCHEDULE E: BOEING RESTRICTION LINE; BOEING LEAD-IN STRIPING AH E A D LA N E ON E MP H 15 LAKE WASHINGTON 20 0 ' 25 ' 50 ' BHC 850 PARCEL HANGAR HA N G A R NW SEAPLANES 860 PARCEL RESTRIPE EXISTING TAXIWAY CENTERLINE IN CURRENT LOCATION, SEE DETAIL RESTRIPE EXISTING TAXIWAY CENTERLINE IN CURRENT LOCATION, SEE DETAIL C3.4 1 B/CB/CB/C A/B A/B B/C A/B A/B RESTRIPE EXISTING SERVICE ROAD STRIPING IN EXISTING LOCATION MATCH EXISTING CENTERLINE STRIPE @ PAVING LIMITS MATCH EXISTING CENTERLINE STRIPE @ PAVING LIMITS SEAPLANE PARKING AREA C3.5 12 C3.4 1 GPS MARKER C3.5 11 NON-MOVEMENT BOUNDARY LINE C3.4 2DASHED TAXIWAY EDGE STRIPE C3.4 5 SOLID TAXIWAY EDGE STRIPE C3.4 4 DRIVE LANE STRIPING C3.5 8SPEED LIMIT MARKING, TYP.C3.5 9 TAXIWAY CENTERLINE STRIPE, TYP.C3.4 1 TAXIWAY SHOULDER MARKING, SEE DETAIL C3.6 13 BEFA 840/846 PARCEL APRON A/B B/C 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 C3.4 1 C3.4 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 C3.7 1 BLACK BACKGROUND, SEE GENERAL NOTE 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 C3.4 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 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 \ S H E E T \ 2 3 _ C 3 . 6 P A V E M E N T M A R K I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 1 OF 3 C3.4 62 OF 114 C3.4 3 SCALE=NTS RUNWAY HOLD POSITION C3.4 2 SCALE=NTS NON-MOVEMENT BOUNDARY C3.4 4 SCALE=NTS TAXIWAY EDGE C3.4 6 SCALE=NTS TAXIWAY CL LEAD-IN C3.4 1 SCALE=NTS TAXIWAY CENTERLINE C3.4 5 SCALE=NTS DASHED TAXIWAY EDGE 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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" 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 C3.4 2 9" 6" 25' 5 EQ. SPACES @ 10.5' 4-INCH WHITE STRIPE CONTROL POINT, SEE PLAN CONTROL POINT, SEE PLAN MPH 15 5.50' ALIGN TEXT WITH END OF CENTERLINE DASH & CENTER IN LANE 2' 4' TYP. 2.5' TYPICAL DRIVE LANE STRIPING, SEE DETAIL C3.5 8 9.5' AHEAD LANE ONE ALIGN TEXT WITH END OF LAST CENTERLINE DASH & CENTER IN LANE 2' 2' 7.5' 5.5' 4' TYP. TYPICAL DRIVE LANE STRIPING, SEE DETAIL C3.5 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 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 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 \ S H E E T \ 2 3 _ C 3 . 6 P A V E M E N T M A R K I N G D E T A I L S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 2 OF 3 C3.5 63 OF 114 C3.5 11 SCALE=NTS GPS MARKER C3.5 7 SCALE=NTS BOEING RESTRICTION LINE C3.5 12 SCALE=NTS SEAPLANE PARKING AREA C3.5 9 SCALE=NTS SPEED LIMIT MARKING C3.5 10 SCALE=NTS ONE LANE AHEAD MARKING C3.5 8 SCALE=NTS TYPICAL DRIVE LANE STRIPING 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TAXIWAY EDGE STRIPING REFERENCE PIONT TA X I W A Y A 1 RUNWAY 16-34 25 ' T Y P . S E E N O T E 1 NOTE: 1.LENGTH AND ALIGNMENT OF SHOULDER STRIPING SHALL BE BASED ON OUTER EDGE OF TAXIWAY EDGE STRIPING 2 EQ. SPACES @ 25' LAKE WASHINGTON 4 E Q . S P A C E S @ 2 5 ' 3-FOOT WIDE YELLOW SHOULDER STRIPE PROPOSED PAVING 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 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 \ S H E E T \ 2 4 _ C 3 . 8 E N L A R G E D M A R K I N G P L A N S . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N 425.286.6602 OFFICE BOTHELL, WA 98021 R 100% DESIGN AUGUST 2024 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 3 OF 3 C3.6 64 OF 114 C3.6 13 SCALE=NTS TAXIWAY A1 ENLARGED SHOULDER PLAN 95% DESIGN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 RUNWAY 16-34 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A 25 25 25 25 24 23 26 25 25 2 PAVEMENT LIMITS, TYP. 2 2 2 2 2 (TYP.)1 (TYP.)5 (TYP.)5 (TYP.)5 (TYP.)1 6 1(TYP.) 1(TYP.) R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 6 : 3 5 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 5 . 0 - P h a s e 1 E R O S I O N C O N T R O L . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL PLAN 1 OF 3 C5.1 65 OF 114 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 INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET SILT FENCE EROSION CONTROL BLANKET WHEEL WASH EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSED CATCH BASINS PER DETAIL 1, SHEET C5.4 1 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.42 3 4 5 INSTALL SILT FENCE PER DETAIL 3, SHEET C5.4 INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.4 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 C5.5. 6 K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - Phase 1 EROSION CONTROL.dwg, 7/19/2024 12:46:34 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H15 MP H 15 MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 25 25 25 23 23 24 24 24 22 23 23 24 24 24 (TYP.)1 2 PAVEMENT LIMITS, TYP. 2 (TYP.)5 (TYP.)1 66 5(TYP.) R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 6 : 4 3 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 5 . 0 - P h a s e 1 E R O S I O N C O N T R O L . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL PLAN 2 OF 3 C5.2 66 OF 114 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 MA T C H L I N E S T A . 4 4 + 5 2 . 2 4 S E E S H E E T C 5 . 3 N 0 SCALE 1" = 40 80 40 EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSED CATCH BASINS PER DETAIL 1, SHEET C5.4 1 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.42 3 4 5 INSTALL SILT FENCE PER DETAIL 3, SHEET C5.4 INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.4 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 C5.5. 6 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET SILT FENCE EROSION CONTROL BLANKET WHEEL WASH K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - Phase 1 EROSION CONTROL.dwg, 7/19/2024 12:46:42 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 20 20 22 21 23 22 21 21 22 22 24 24 23 22 21 22 23 23 21 22 23 24 25 26 TA X I W A Y A 1 TA X I W A Y A 2 PAVEMENT LIMITS, TYP. PAVEMENT LIMITS, TYP. 2 2 2 2 2 (TYP.)1 (TYP.)5 (TYP.)1 (TYP.)5 (TYP.)5 4 66 (TYP.)5 3 R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 . 3 Ju l y 1 9 , 2 0 2 4 1 2 : 4 6 : 4 8 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 5 . 0 - P h a s e 1 E R O S I O N C O N T R O L . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL PLAN 2 OF 3 C5.3 67 OF 114 MA T C H L I N E S T A . 4 4 + 5 2 . 2 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 INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET SILT FENCE EROSION CONTROL BLANKET WHEEL WASH EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSED CATCH BASINS PER DETAIL 1, SHEET C5.4 1 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.42 3 4 5 INSTALL SILT FENCE PER DETAIL 3, SHEET C5.4 INSTALL EROSION CONTROL BLANKET PER DETAIL 2, SHEET C5.4 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 C5.5. 6 K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - Phase 1 EROSION CONTROL.dwg, 7/19/2024 12:46:48 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 6 : 5 5 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 5 . 0 - P H A S E 1 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 ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL DETAILS 1 OF 2 C5.4 68 OF 114 1 CATCH BASIN INSERT 4 INTERCEPTOR DIKE 3 SILT FENCE 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 2 EROSION CONTROL BLANKET K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - PHASE 1 EROSION CONTROL-DTLS-090119000.dwg, 7/19/2024 12:46:56 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 0 2 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 5 . 0 - P H A S E 1 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 ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL DETAILS 2 OF 2 C5.5 69 OF 114 1 WHEEL WASH AND PAVED CONSTRUCTION ENTRANCE K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C5.0 - PHASE 1 EROSION CONTROL-DTLS-090119000.dwg, 7/19/2024 12:47:02 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM DRAINAGE GENERAL NOTES C6.0 70 OF 114 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 NAD 83 ( 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 T 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 © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 1 7 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 0 - P H A S E 1 D R A I N A G E S E R I E S . d w g K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg, 7/19/2024 12:47:16 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A 111 LF 12" DI 80 LF 12" DI 175 LF 12" DI 119 LF 12" RCP 102 LF 12" RCP 65 LF 12" RCP 75 LF 12" RCP SD SD SD SD SD SD IE 12" RCP(S)=21.11' IE 12" RCP(E)=21.01' CB26 CB TYPE 2 - 48" AIRCRAFT RATED STA: 24+51.05, 59.08' LT RIM: 25.83 INV IN (12"): 20.53 E INV IN (12"): 20.53 S CB18 CB TYPE 2 - 48" AIRCRAFT RATED STA: 30+72.75, 60.00' LT RIM: 25.15 INV IN (12"): 18.76 E INV IN (12"): 18.76 N CB29 CB TYPE 1-AIRCRAFT RATED STA: 22+40, 97.24' LT RIM: 24.96 INV IN (12"): 21.74 S INV OUT (12"): 21.74 N CB25 CB TYPE 1-AIRCRAFT RATED STA: 23+60.54, 72.60' RT RIM: 23.43 INV IN (6"): 21.84 W INV OUT (12"): 21.34 N CB19 CB TYPE 1-AIRCRAFT RATED STA: 30+26.83, 49.77' RT RIM: 23.19 INV IN (12"): 19.31 E INV IN (6"): 20.06 SW INV OUT (12"): 19.31 W CB21 CB TYPE 1-AIRCRAFT RATED STA: 31+00.28, 114.50' RT RIM: 22.45 INV OUT (12"): 19.80 SCB20 CB TYPE 1-AIRCRAFT RATED STA: 30+26.29, 114.51' RT RIM: 22.36 INV IN (12"): 19.54 N INV OUT (12"): 19.54 W CB24 CB TYPE 1-AIRCRAFT RATED STA: 27+44.07, 96.43' RT RIM: 22.19 INV OUT (12"): 19.89 W CB23 CB TYPE 1-AIRCRAFT RATED STA: 27+44.69, 49.32' RT RIM: 23.47 INV IN (12"): 19.75 E INV IN (6"): 20.25 N INV OUT (12"): 19.75 W CB22 CB TYPE 2 - 48" AIRCRAFT RATED STA: 27+77.24, 58.47' LT RIM: 25.21 INV IN (12"): 19.41 E CB30 CB TYPE 1-AIRCRAFT RATED STA: 22+00, 97.24' LT RIM: 24.94 INV IN (12"): 21.90 S INV OUT (12"): 21.90 N CB31 CB TYPE 1-AIRCRAFT RATED STA: 21+60, 97.00' LT RIM: 24.85 INV IN (12"): 22.06 S INV OUT (12"): 22.06 N CB32 CB TYPE 1-AIRCRAFT RATED STA: 20+80, 97.00' LT RIM: 24.78 INV OUT (12"): 22.38 N CB28 CB TYPE 1-AIRCRAFT RATED STA: 22+78.03, 97.25' LT RIM: 24.98 INV IN (12"): 21.59 S INV OUT (12"): 21.59 E CB17 CB TYPE 1-AIRCRAFT RATED STA: 31+74.45, 60.00' LT RIM: 24.79 INV IN (12"): 19.27 N INV OUT (12"): 19.27 S CB27 CB TYPE 1-AIRCRAFT RATED STA: 22+78.04, 59.07' LT RIM: 25.52 INV IN (12"): 21.40 W INV OUT (12"): 21.40 N 48 LF 12" RCP 114 LF 12" RCP 40 LF 12" DI 40 LF 12" DI 25 76 LF 12" RCP 38 LF 12" DI 86 LF 12" RCP 24.90 RUNWAY 16-34 44 LF 12" DI R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 2 4 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 0 - P H A S E 1 D R A I N A G E S E R I E S . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 3 C6.1 71 OF 114 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 6 . 2 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 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 INLET POTHOLE PRIOR TO INSTALLING NEW CATCH BASIN ABANDON/FILL PIPE K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg, 7/19/2024 12:47:22 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 177 LF 12" RCP193 LF 12" RCP SD SDSD IE 12" RCP(E)=17.95' IE 6" PVC(W)=20.00'IE 6" RCP(NW)=19.95' CB14 CB TYPE 2 - 48" AIRCRAFT RATED STA: 36+77.72, 60.00' LT RIM: 24.55 INV IN (12"): 17.00 SE INV IN (12"): 17.54 NE INV OUT (12"): 16.85 W CB10 CB TYPE 1-AIRCRAFT RATED STA: 43+25.62, 99.21' RT RIM: 22.24 INV IN (12"): 18.57 S INV OUT (12"): 18.57 W CB13 CB TYPE 1-AIRCRAFT RATED STA: 38+02.53, 86.60' RT RIM: 22.01 INV IN (6"): 19.00 E INV IN (6"): 19.00 W INV OUT (12"): 18.50 SW CB12 CB TYPE 1-AIRCRAFT RATED STA: 40+11.71, 99.42' RT RIM: 22.18 INV OUT (12"): 19.51 N CB16 CB TYPE 1-AIRCRAFT RATED STA: 32+60.08, 60.00' LT RIM: 24.68 INV OUT (12"): 19.70 S SD S D CB11 CB TYPE 1-AIRCRAFT RATED STA: 41+59.30, 99.32' RT RIM: 22.56 INV IN (12"): 19.07 S INV IN (6"): 19.57 W INV OUT (12"): 19.07 N CB15 CB TYPE 2 - 48" AIRCRAFT RATED STA: 35+97.16, 50.84' RT RIM: 23.16 INV IN (12"): 20.00 S INV IN (12"): 18.85 NE INV OUT (12"): 18.85 NW IE 12" RCP(SW)=19.45' 25 25 23 23 24 24 25 86 LF 12" RCP 103 LF 12" RCP 12 LF 12" RCP 137 LF 12" RCP 148 LF 12" RCP 167 LF 12" RCP R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 2 9 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 0 - P H A S E 1 D R A I N A G E S E R I E S . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 3 C6.2 72 OF 114 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 6 . 1 MA T C H L I N E S T A . 4 4 + 5 2 . 2 4 S E E S H E E T C 6 . 3 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 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 INLET POTHOLE PRIOR TO INSTALLING NEW CATCH BASIN ABANDON/FILL PIPE K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg, 7/19/2024 12:47:27 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 160 LF 12" RCP 65 LF 12" RCP 70 LF 12" RCP 161 LF 12" RCP 100 LF 12" RCP 40 LF 12" RCP SD SD SD SD IE 6" PVC(W)=18.18' IE 12" RCP(N)=17.91' IE 12" RCP(SE)=17.91' CB TYPE 1-AIRCRAFT RATED CB6 CB TYPE 1-AIRCRAFT RATED STA: 48+76.30, 100.24' RT RIM: 20.59 INV IN (12"): 15.69 S INV IN (6"): 16.45 N INV OUT (12"): 15.69 W CB3 CB TYPE 2 - 48" AIRCRAFT RATED STA: 51+91.27, 60.00' LT RIM: 23.29 INV IN (12"): 17.12 E INV OUT (12"): 17.07 W CB5 CB TYPE 2 - 48" AIRCRAFT RATED STA: 48+75.97, 60.00' LT RIM: 22.38 INV IN (12"): 14.89 E INV OUT (12"): 15.31 W CB4 CB TYPE 1-AIRCRAFT RATED STA: 50+33.48, 133.78' RT RIM: 20.77 INV IN (6"): 18.76 S INV OUT (12"): 18.26 NW CB9 CB TYPE 1-AIRCRAFT RATED STA: 46+22.13, 100.22' RT RIM: 19.82 INV OUT (12"): 16.71 N CB8 CB TYPE 1-AIRCRAFT RATED STA: 47+02.13, 100.30' RT RIM: 19.06 INV IN (12"): 16.39 S INV OUT (12"): 16.39 N CB7 CB TYPE 1-AIRCRAFT RATED STA: 48+36.20, 100.44' RT RIM: 20.05 INV IN (12"): 15.85 S INV IN (6"): 16.31 W INV OUT (12"): 15.85 N CB2 CB TYPE 1-AIRCRAFT RATED STA: 51+91.56, 100.64' RT RIM: 21.26 INV IN (12"): 17.68 N INV IN (12"): 17.68 S INV OUT (12"): 17.68 W CB1 CB TYPE 1-AIRCRAFT RATED STA: 52+58.28, 120.31' RT RIM: 20.29 INV IN (6"): 18.42 W INV OUT (12"): 17.93 S TA X I W A Y A 1 23 24 21 22 23 23 21 22 23 21 22 23 23 80 LF 12" RCP 134 LF 12" RCP R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 . 3 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 3 4 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 0 - P H A S E 1 D R A I N A G E S E R I E S . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 3 C6.3 73 OF 114 MA T C H L I N E S T A . 4 4 + 5 2 . 2 4 S E E S H E E T C 6 . 2 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 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 INLET POTHOLE PRIOR TO INSTALLING NEW CATCH BASIN ABANDON/FILL PIPE K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 DRAINAGE SERIES.dwg, 7/19/2024 12:47:32 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 10''W PRD 12 ' ' W 12 ' ' W 12 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 8''W 8''W8''W 8''W 8''W 8''W8''W 8''W8''W 8''W 8''W8''W 8''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 ON E RUNWAY 16-34 TAX I W A Y A 5 TAXIWAY A 101 LF 60 LF 72 LF 103 LF AH E A D LA N E ON E AH E A D LA N E ON E 38 LF34 LF 68 LF 111 LF TA X I W A Y A 4 IE 12" RCP(S)=21.11' IE 12" RCP(E)=21.01'163 LF 94 LF 76 LF 110 LF 48 LF UNDERDRAIN CLEANOUT STA: 22+50.02, 25.95' RT RIM: 24.96 UNDERDRAIN CLEANOUT STA: 23+61.15, 25.88' RT RIM: 24.89 UNDERDRAIN CLEANOUT STA: 24+28.81, 25.84' RT RIM: 24.84 UNDERDRAIN CLEANOUT STA: 26+07.33, 26.36' RT RIM: 24.61 UNDERDRAIN CLEANOUT STA: 27+70.15, 26.60' RT RIM: 24.44 UNDERDRAIN CLEANOUT STA: 28+12.48, 198.02' RT RIM: 24.31 UNDERDRAIN CLEANOUT STA: 29+99.98, 25.93' RT RIM: 24.17 UNDERDRAIN CLEANOUT STA: 31+55.78, 26.06' RT RIM: 24.14 UNDERDRAIN CLEANOUT STA: 29+65.44, 197.39' RT RIM: 24.07 UNDERDRAIN CLEANOUT STA: 28+65.63, 151.80' RT RIM: 23.79 UNDERDRAIN CLEANOUT STA: 29+10.85, 159.20' RT RIM: 23.75 UNDERDRAIN CLEANOUT STA: 29+20.33, 51.49' RT RIM: 23.75 UNDERDRAIN CLEANOUT STA: 28+60.31, 58.35' RT RIM: 23.67 UNDERDRAIN CLEANOUT STA: 30+55.45, 25.97' RT RIM: 24.16 UNDERDRAIN CLEANOUT STA: 30+40.99, 25.97' RT RIM: 24.17 UNDERDRAIN CLEANOUT STA: 30+33.41, 25.96' RT RIM: 21.54 UNDERDRAIN CLEANOUT STA: 29+72.45, 25.90' RT RIM: 24.18 15 LF 36 LF 34 LF 28 LF R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 4 9 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 4 - P H A S E 1 U N D E R D R A I N S E R I E S . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS UNDERDRAIN PLAN 1 OF 3 C6.4 74 OF 114 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 6 . 5 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16) INSTALL CLEANOUT (SEE DETAIL SHEET C6.16) CONNECT TO CATCH BASIN INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.16) CONNECT TO EXISTING CLEANOUT EXISTING UNDERDRAIN EXISTING UNDERDRAIN PERFORATED PIPE K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.4 - PHASE 1 UNDERDRAIN SERIES.dwg, 7/19/2024 12:47:47 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 8''W 8''W 8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W MP H15 MP H 15 MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 200 LF148 LF196 LF 100 LF 188 LF 64 LF 139 LF MP H 15 MP H 15 MP H 15 MP H 15 39 LF 149 LF T A X I W A Y A 3 IE 12" RCP(E)=17.95' IE 6" PVC(W)=20.00'IE 6" RCP(NW)=19.95' IE 12" RCP(SW)=19.45' 43 LF 83 LF 130 LF 55 LF UNDERDRAIN CLEANOUT STA: 40+09.35, 197.51' RT RIM: 24.04 UNDERDRAIN CLEANOUT STA: 33+09.06, 26.22' RT RIM: 23.88 UNDERDRAIN CLEANOUT STA: 34+47.15, 26.35' RT RIM: 23.87 UNDERDRAIN CLEANOUT STA: 43+12.52, 26.35' RT RIM: 23.47 UNDERDRAIN CLEANOUT STA: 41+59.35, 26.32' RT RIM: 23.36 UNDERDRAIN CLEANOUT STA: 40+12.34, 26.32' RT RIM: 23.35 UNDERDRAIN CLEANOUT STA: 36+38.83, 66.37' RT RIM: 23.16 UNDERDRAIN CLEANOUT STA: 37+99.04, 139.96' RT RIM: 23.16 UNDERDRAIN CLEANOUT STA: 37+17.80, 138.30' RT RIM: 22.82 UNDERDRAIN CLEANOUT STA: 36+85.76, 109.12' RT RIM: 22.78 UNDERDRAIN CLEANOUT STA: 42+88.74, 26.34' RT RIM: 23.44UNDERDRAIN CLEANOUT STA: 39+98.25, 26.32' RT RIM: 23.35 UNDERDRAIN CLEANOUT STA: 38+02.54, 26.27' RT RIM: 23.44 UNDERDRAIN CLEANOUT STA: 37+52.20, 31.05' RT RIM: 23.47 UNDERDRAIN CLEANOUT STA: 37+33.61, 194.19' RT RIM: 23.91 UNDERDRAIN CLEANOUT STA: 36+10.41, 40.48' RT RIM: 23.62 UNDERDRAIN CLEANOUT STA: 36+01.43, 35.83' RT RIM: 23.65 UNDERDRAIN CLEANOUT STA: 33+04.01, 26.22' RT RIM: 23.89 UNDERDRAIN CLEANOUT STA: 37+24.72, 77.67' RT RIM: 22.89 UNDERDRAIN CLEANOUT STA: 38+27.36, 153.85' RT RIM: 23.29 UNDERDRAIN CLEANOUT STA: 37+56.13, 29.51' RT RIM: 23.47 UNDERDRAIN CLEANOUT STA: 35+85.24, 28.96' RT RIM: 23.88 73 LF60 LF 47 LF 59 LF 71 LF 18 LF 21 LF R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 5 4 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 4 - P H A S E 1 U N D E R D R A I N S E R I E S . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS UNDERDRAIN PLAN 2 OF 3 C6.5 75 OF 114 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 6 . 4 MA T C H L I N E S T A . 4 4 + 5 2 . 2 4 S E E S H E E T C 6 . 6 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16) INSTALL CLEANOUT (SEE DETAIL SHEET C6.16) CONNECT TO CATCH BASIN INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.16) CONNECT TO EXISTING CLEANOUT EXISTING UNDERDRAIN PERFORATED PIPE EXISTING UNDERDRAIN K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.4 - PHASE 1 UNDERDRAIN SERIES.dwg, 7/19/2024 12:47:52 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 8''W MP H 15 MP H 15 TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 127 LF 136 LF 66 LF83 LF 76 LF MP H 15 MP H 15 59 LF 32 LF 64 LF 37 LF 95 LF 112 LF 68 LF 38 LF IE 6" PVC(W)=18.18' IE 12" RCP(N)=17.91' IE 12" RCP(SE)=17.91' 200 LF 124 LF 67 LF UNDERDRAIN CLEANOUT STA: 53+24.83, 26.19' RT RIM: 23.11 UNDERDRAIN CLEANOUT STA: 45+12.52, 26.38' RT RIM: 23.08 UNDERDRAIN CLEANOUT STA: 56+28.96, 80.19' RT RIM: 23.00 UNDERDRAIN CLEANOUT STA: 52+61.12, 26.28' RT RIM: 22.98 UNDERDRAIN CLEANOUT STA: 52+23.55, 26.33' RT RIM: 22.94 UNDERDRAIN CLEANOUT STA: 48+82.74, 197.36' RT RIM: 22.80 UNDERDRAIN CLEANOUT STA: 50+22.15, 196.41' RT RIM: 22.73 UNDERDRAIN CLEANOUT STA: 54+88.96, 40.04' RT RIM: 22.67 UNDERDRAIN CLEANOUT STA: 47+12.51, 28.01' RT RIM: 22.21 UNDERDRAIN CLEANOUT STA: 52+13.14, 85.12' RT RIM: 22.16 UNDERDRAIN CLEANOUT STA: 52+10.15, 88.13' RT RIM: 22.11 UNDERDRAIN CLEANOUT STA: 49+94.63, 133.17' RT RIM: 21.71 UNDERDRAIN CLEANOUT STA: 48+36.27, 41.33' RT RIM: 21.70 UNDERDRAIN CLEANOUT STA: 51+27.27, 88.28' RT RIM: 21.62 UNDERDRAIN CLEANOUT STA: 49+95.12, 102.28' RT RIM: 21.48 UNDERDRAIN CLEANOUT STA: 49+08.90, 103.00' RT RIM: 21.18 UNDERDRAIN CLEANOUT STA: 50+50.31, 88.42' RT RIM: 21.57 UNDERDRAIN CLEANOUT STA: 50+60.69, 88.40' RT RIM: 21.59 UNDERDRAIN CLEANOUT STA: 48+74.69, 46.45' RT RIM: 21.62 UNDERDRAIN CLEANOUT STA: 48+77.67, 47.44' RT RIM: 21.60 63 LF33 LF 39 LF R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 7 : 5 9 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 4 - P H A S E 1 U N D E R D R A I N S E R I E S . d w g # # # # # #------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS UNDERDRAIN PLAN 3 OF 3 C6.6 76 OF 114 MA T C H L I N E S T A . 4 4 + 5 2 . 2 4 S E E S H E E T C 6 . 5 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL 6" UNDERDRAIN (SEE DETAIL SHEET C6.16) INSTALL CLEANOUT (SEE DETAIL SHEET C6.16) CONNECT TO CATCH BASIN INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.16) CONNECT TO EXISTING CLEANOUT EXISTING UNDERDRAIN PERFORATED PIPE EXISTING UNDERDRAIN K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.4 - PHASE 1 UNDERDRAIN SERIES.dwg, 7/19/2024 12:47:57 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB 12 TO CB 10 148 LF 12" RCP @ 0.30% EXISTING GRADE APPROXIMATE EX. 2" TELECOM CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 2" AIR CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 2" POWER CONTRACTOR TO CONFIRM DEPTH 166 LF 12" RCP @ 0.30% Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM EXCB 21 TO CB 10 176 LF 12" RCP @ 0.35% PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. 2" TELECOM CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 2" LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 8" WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 8 : 2 3 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 1 OF 8 C6.7 77 OF 114 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:48:16 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB26 TO EXCB 288 110 LF 12" RCP @ 0.43% EXISTING GRADE PROPOSED GRADE APPROXIMATE EX. 8" WATER TO BE ABANDONED IN PLACE CONTRACTOR TO CONFIRM DEPTH Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB 25 TO EXCB 360 76 LF 12" RCP @ 0.30% T A X I W A Y A 5 TAX I W A Y A 5 R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 . 8 Ju l y 1 9 , 2 0 2 4 1 2 : 4 8 : 3 3 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 2 OF 8 C6.8 78 OF 114 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBX MBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:48:29 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB28 TO CB27 38 LF 12" RCP @ 0.50% APPROXIMATE EX. 2" TELECOM CONTRACTOR TO CONFIRM DEPTH Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB32 TO CB28 80 LF 12" RCP @ 0.40% 40 LF 12" RCP @ 0.40% PROPOSED GRADEEXISTING GRADE 40 LF 12" RCP @ 0.40% 38 LF 12" RCP @ 0.40% AHEADLANEONE AHEADLANEONE AH E A D LA N E ON E AH E A D LA N E ON E LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB27 TO CB26 173 LF 12" RCP @ 0.50% R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 . 9 Ju l y 1 9 , 2 0 2 4 1 2 : 4 8 : 4 5 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 3 OF 8 C6.9 79 OF 114 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBX N 0 SCALE 1" = 30 60 30' MBXMBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:48:38 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB22 TO CB24 47 LF 12" RCP @ 0.30% PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. 2" LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 8" WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH 113 LF 12" RCP @ 0.30% Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB20 TO CB21 74 LF 12" RCP @ 0.35% PROPOSED GRADE EXISTING GRADE AHEADLANEONE AHEADLANEONE TA X I W A Y A TAXIWAY A R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 0 Ju l y 1 9 , 2 0 2 4 1 2 : 4 9 : 0 0 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 4 OF 8 C6.10 80 OF 114 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:48:54 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB18 TO CB20 65 LF 12" RCP @ 0.35% 119 LF 12" RCP @ 0.46% PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. 8" POWER CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 2" ELECTRICAL TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 8" WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB18 TO CB16 102 LF 12" RCP @ 0.50% PROPOSED GRADE EXISTING GRADE 86 LF 12" RCP @ 0.50% TA X I W A Y A TAXIWAY A R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 1 Ju l y 1 9 , 2 0 2 4 1 2 : 4 9 : 1 5 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 5 OF 8 C6.11 81 OF 114 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:49:08 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB 14 TO CB 15 PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. 8" WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB 14 TO CB 13 193 LF 12" RCP @ 0.50% PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. 8" WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. 2" LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH A T C T C L E A R A N C E R E Q U I R E D TA X I W A Y A 3 T A X I W A Y A ATCT C L E A R A N C E R E Q U I R E D TAX I W A Y A TAXIWAY A3 Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB15 TO EXCB 242 102 LF 12" RCP @ 0.59% R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 2 Ju l y 1 9 , 2 0 2 4 1 2 : 4 9 : 2 9 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 6 OF 8 C6.12 82 OF 114 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBX MBX N 0 SCALE 1" = 30 60 30' MBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:49:19 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB 9 TO CB 6 80 LF 12" RCP @ 0.40% 134 LF 12" RCP @ 0.40% PROPOSED GRADE EXISTING GRADE Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB 6 TO CB 5 160 LF 12" RCP @ 0.50% PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. 2" LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH MPH15 MPH 15 MPH 15 MPH 15 R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 3 Ju l y 1 9 , 2 0 2 4 1 2 : 4 9 : 4 1 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 7 OF 8 C6.13 83 OF 114 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:49:34 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB3 TO CB2 161 LF 12" RCP @ 0.35%PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. 2" LIGHTING CONTRACTOR TO CONFIRM DEPTH TA X I W A Y A TA X I W A Y A Horizontal Scale: 1"=30' Vertical Scale: 1"=3' STORM CB4 TO CB1 100 LF 12" RCP @ 0.35% 64 LF 12" RCP @ 0.35%70 LF 12" RCP @ 0.35% PROPOSED GRADEEXISTING GRADE TAXIWAY A TAXIWAY A R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 4 Ju l y 1 9 , 2 0 2 4 1 2 : 4 9 : 5 1 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 7 - P H A S E 1 S T O R M - P L A N - P R O F - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM PLAN & PROFILE 8 OF 8 C6.14 84 OF 114 N 0 SCALE 1" = 30 60 30' MBX N 0 SCALE 1" = 30 60 30' MBX K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.7 - PHASE 1 STORM-PLAN-PROF-090119000.dwg, 7/19/2024 12:49:44 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 Ju l y 1 9 , 2 0 2 4 1 2 : 4 9 : 5 6 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 0 - P H A S E 1 S T O R M - D T L S - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM DETAILS 1 OF 2 C6.15 85 OF 114 K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 STORM-DTLS-090119000.dwg, 7/19/2024 12:49:57 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA GENERAL NOTES: UNDERDRAIN PERFORATED UNDERDRAIN PIPE UNDERDRAIN BEDDING UNDERDRAIN CLEANOUT UNDERDRAIN STAMPED COVER 1 4 3 5 5 UNDERDRAIN OUTFALL CONNECTION2 EXISTING OR PROPOSED DRAINAGE INLET R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS 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 : NU L L 3 Ju l y 1 9 , 2 0 2 4 1 2 : 5 0 : 0 1 p m K: \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ C 6 . 0 - P H A S E 1 S T O R M - D T L S - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' DSW AWB MS STORM DETAILS 2 OF 2 C6.16 86 OF 114 K:\SEA_Civil\SEA_PUBLIC\090119000.3 - Renton Airport - Taxiway A\08 CADD\PlanSheets\Phase 1 - 2024 Bid Package\C6.0 - PHASE 1 STORM-DTLS-090119000.dwg, 7/19/2024 12:50:02 PM, _AutoCAD PDF (General Documentation).pc3 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 10 ' ' W P R D 10''W PRD 10''W PRD 10''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 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''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 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////////////////////////////// / 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 BP: 0 + 0 0 . 0 0 TAXIWAY A TA X I W A Y A 6 W. PERIMETE R R D . RUNWAY 16-34 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 R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 Ju l y 1 9 , 2 0 2 4 1 0 : 3 8 : 1 7 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N FIRE WATERLINE NOTES ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER IMPROVEMENTS PLAN 1 OF 6 C7.1 87 OF 114 MATCHLINE, SEE SHEET C7.5 H320 NO CONC PAD H319 4'X8' CONC PAD H318 4'X8' CONC PAD H317 4'X8' CONC PAD NOTES 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, 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 PREFORMED CONCURRENT WITH A RUNWAY CLOSURE. H329 EX 10" FIRE WATERLINE SEE NOTE 3, THIS SHEET CITY OF RENTON 12" W SEE NOTE 3, THIS SHEET PROTECT EX AIR, PWR, TEL (TYP) PROTECT EX 7.5' TALL SECURITY FENCE 447 LF 257 LF 507 LF PROTECT EX SIPHON LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N MA T C H L I N E , S E E S H E E T C7 . 2 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 8" CAP, MJ. CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ. SCHEDULE G, SEE SHEET C7.5 FOR CONTINUATION. RESTORATION NOTES RESTORE EX HMA PER CITY OF RENTON STD PLAN 110.1, SHT C7.7 RESTORE EXISTING 4" HDPE COMPRESSSED AIR, LENGTH AS REQUIRED. REMOVE EX ABOVE GRADE FIRE HYDRANT UPPER BARREL. BELOW GRADE PIPING TO BE ABANDONED IN PLACE AND FILLED W/ CLSM. REMOVE GATE VALVE BOX LID AND FILL VALVE BOX W/ CLSM. EX CITY OF RENTON HYDRANT HYD-N-00274 SCHEDULE A LIMITS TYP 2 THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.8. SCHEDULE A LIMITS Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 8''W 10''W PRD 10''W PRD 8''W 12 ' ' W 12 ' ' W 12 ' ' W 12'' W P R D 12''W PRD 12''W PRD 12''W PRD 12''W P R D 12''W 12''W 12''W PRD 12''W PRD 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 12 ' ' W P R D 12 ' ' W P R D 8''W8''W 8''W 8''W 8''W8''W 8''W8''W 8''W8''W 8''W 8''W//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / 8' ' W BOEING FUEL FARM BUILDING NORTHING: 182729.05 EASTING: 1298091.44 NORTHING: 182947.18 EASTING: 1298145.09BOEING FUEL FARM SECURED AREA. SEE NOTE 4, THIS SHEET PAVING LIMITS 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 0+00 1 + 0 0 BP : 0 + 0 0 . 0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 BP: 0+00.00 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+ 0 0 5+0 0 BP: 0+00.00 5.0' 4.8' RUNWAY 16-34 BOEING FUEL FARM TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY 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 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 R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 Ju l y 1 9 , 2 0 2 4 1 0 : 3 8 : 2 7 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N FIRE WATERLINE NOTES 417 LF ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER IMPROVEMENTS PLAN 2 OF 6 C7.2 88 OF 114 MA T C H L I N E , S E E S H E E T C7 . 1 MA T C H L I N E , S E E S H E E T C7 . 3 MATCHLINE, SEE SHEET C7.6 MA T C H L I N E , S E E S H E E T C7 . 6 MA T C H L I N E , S E E S H E E T C7 . 6 H321 4'X6' CONC PADH320B 5'X6' CONC PAD H320A 8'X12' CONC PAD PROTECT EX 16" CITY OF RENTON WATER MAIN NOTES 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, 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 PREFORMED CONCURRENT WITH A RUNWAY CLOSURE. CITY OF RENTON 12" W AND EX 10" FIRE WATERLINE, SEE NOTE 3, THIS SHEET EX CITY OF RENTON 30" STL CASED 16" WATER MAIN 703 LF 178 LF 218 LF 119 LF LEGEND LEGEND CONT. FIRE WATERLINE NOTES CONT. 0 SCALE 1" = 40 80 40' N 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. 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 3'(L) X 1.5'(D). EX CITY OF RENTON HYDRANT HYD-N-00215 PROTECT EX PWR, TYP. Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// PAVING LIMITS 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+002 + 0 0 3 + 0 0 4+00 5+00 6 + 0 0 7+00 7+26 EP : 7 + 2 5 . 7 3 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 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 R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 Ju l y 1 9 , 2 0 2 4 1 0 : 3 8 : 3 7 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N FIRE WATERLINE NOTES ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER IMPROVEMENTS PLAN 3 OF 6 C7.3 89 OF 114 MA T C H L I N E , S E E S H E E T C7 . 2 676 LF H324 3'X4' CONC PAD H323 3'X4' CONC PAD H322 4'X6' CONC PAD NOTES 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, 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.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMED CONCURRENT WITH A RUNWAY CLOSURE. 250 LF LEGEND LEGEND CONT. FIRE WATERLINE NOTES CONT. 0 SCALE 1" = 40 80 40' N 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. BACKFILL PER P-209 TO 3" BELOW FINISH GRADE AND TOPSOIL AND SEED PER CIVIL PLANS. CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. BELOW GRADE FIRE HYDRANT HOUSED IN STEEL EGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS 2'(W) X 3'(L) X 6"(D). PROTECT EX PWR, TYP MA T C H L I N E , S E E S H E E T C7 . 4 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 48+00 49+00 50+00 51+00 52+00 53+00 54+0 0 5 5 + 0 0 56 + 0 0 57 + 0 0 PC : 5 3 + 3 0 . 8 6 PT: 56+05.75 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 BP: 0+00.00 TAXIWAY A2 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 R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 . 4 Ju l y 1 9 , 2 0 2 4 1 0 : 3 8 : 4 7 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N NOTES 1.FINAL SET ELEVATION OF METER AND BACKFLOW PREVENTOR TO BE COORDINATED WITH CIVIL GRADING SHEETS. FIRE WATERLINE NOTES ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER IMPROVEMENTS PLAN 4 OF 6 C7.4 90 OF 114 MA T C H L I N E , S E E S H E E T C7 . 3 LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N REMOVE AND REPLACE EXISTING METER BOX, PROTECT EXIST METER SETTER. METER BOX PER CITY OF RENTON STD PLAN 320.1, SHT C7.8. SEE NOTE 1, THIS SHEET. REMOVE AND REPLACE EXISTING BACKFLOW PREVENTOR, PROTECT EXIST BACKFLOW PREVENTOR. BACKFLOW PREVENTOR BOX PER CITY OF RENTON STD PLAN 340.8, SHT C7.8. SEE NOTE 1, THIS SHEET. PROTECT EXISTING CITY OF RENTON FIRE HYDRANT AND BOLLARDS EX CITY OF RENTON HYDRANT HYD-N-00575 PROTECT EX CATCH BASIN Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 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 10 ' ' W P R D / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / 6+0 0 6+4 7 EP: 6 + 4 6 . 8 4 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 ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER IMPROVEMENTS PLAN 5 OF 6 C7.5 91 OF 114 MATCHLINE, SEE SHEET C7.1 R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 . 5 Ju l y 1 9 , 2 0 2 4 1 0 : 3 9 : 0 0 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N FIRE WATERLINE NOTES 310 LF NOTES 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, 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.CONTRACTOR SHALL CONFIRM EX MATERIAL, SIZE, & LOCATIONS AHEAD OF FIRE WATERLINE ABANDONMENT. 4.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMED CONCURRENT WITH A RUNWAY CLOSURE. 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 EX 4" HDPE AIR LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N 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. INSTALL 10" BLIND FLANGE ON EX 10"X12" CROSS, SEE NOTE 3 THIS SHEET. THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.8. SCHEDULE G, SEE SHEET C7.1 FOR CONTINUATION. Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 8''W 8''W10''W PRD 8''W PRD 8''W PRD 8''W 8''W 8''W 12 ' ' W 12 ' ' W 1 2 ' ' W P R D 12''W PRD 12''W P R D 12''W P R D 12''W 12''W 12''W 12''W 12''W 12''W 12''W 16 ' ' W 16 ' ' W 16 ' ' W 6' ' W P R D 1. 5 ' ' W - P R D / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / 8' ' W 8' ' W 8' ' W BOEING FUEL FARM BUILDING NORTHING: 182729.05 EASTING: 1298091.44 NORTHING: 182947.18 EASTING: 1298145.09 BOEING FUEL FARM SECURED AREA. SEE NOTE 4, THIS SHEET 0+ 0 0 BP: 0+00.00 0+0 0 EX WATER/FIRE WATERLINE (PER SURVEY) EX WATER/FIRE WATERLINE (PER RCD DWG) EX ISOLATION VALVE EX WATER MANHOLE EX BELOW GRADE FIRE HYDRANT EX ABOVE GRADE FIRE HYDRANT ABANDON EX FIRE WATERLINE PROPOSED FIRE WATERLINE PROPOSED CAP PROPOSED GATE VALVE PROPOSED ABOVE GRADE FIRE HYDRANT PROPOSED TAPPING TEE PROPOSED THRUST BLOCK X''W X''W PRD /////////// X''W ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER IMPROVEMENTS PLAN 6 OF 6 C7.6 92 OF 114 R MBX KEYPLAN © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 . 6 Ju l y 1 9 , 2 0 2 4 1 0 : 3 9 : 1 6 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N FIRE WATERLINE NOTES NOTES TESTING CONNECTION FINAL CONNECTION SCALE: -NTS A HYDRANT H328B CONNECTION DTL 6"DI W EX 1 6 " D I W 1-6" TEMP DI PLUG, RJ W/ 2" TEMP BLOW-OFF ASSEMBLY PER CITY OF RENTON STD PLAN 340.2, SHEET C7.7 W/ TB REMOVE TEMP BLOCKING, CAP & BLOW-OFF AND CONNECT TO EX. 16" DI W W/ 1-6" DI SPOOL, LENGTH TO FIT 1-6" DI SLEEVE, RJ 1-16"x6" TAPPING TEE, FL PER CITY OF RENTON STD PLAN 300.5, SHEET C7.7 1-6" GV, FLxRJ W/ TB PER CITY OF RENTON STD PLAN 330.1, SHEET C7.7 8" D I W EX 12"DI W 1-8" TEMP DI PLUG, RJ W/ 2" TEMP BLOW-OFF ASSEMBLY PER CITY OF RENTON STD PLAN 340.2, SHEET C7.7 W/ TB EX HYDRANT 8" D I W EX 12"DI W EX HYDRANT REMOVE TEMP BLOCKING, CAP & BLOW-OFF AND CONNECT TO EX. 12" DI W W/ 1-8" DI SPOOL, LENGTH TO FIT 1-8" DI SLEEVE, RJ 1-12"x8" TAPPING TEE, FL PER CITY OF RENTON STD PLAN 300.5, SHEET C7.7 1-8" GV, FLxRJ W/ TB PER CITY OF RENTON STD PLAN 330.1, SHEET C7.7 TESTING CONNECTION FINAL CONNECTION SCALE: -NTS B HYDRANT H320C CONNECTION DTL EX CITY OF RENTON 12" DI W EX CITY OF RENTON HYDRANT HYD-N-00233 EX CITY OF RENTON HYDRANT HYD-N-00497 EX CITY OF RENTON HYDRANT HYD-N-00216 EX ABOVE GRADE FIRE HYDRANT H328B AND BOLLARDS (TYP 4) EX ABOVE GRADE FIRE HYDRANT H320C CONNECT TO EX 12" DI W, SEE NOTE 2, THIS SHEET SEE CONNECTION DTL B, THIS SHEET FOR TESTING AND FINAL CONNECTION CONNECT TO EX 16" DI W SEE NOTE 2, THIS SHEET SEE CONNECTION DTL A, THIS SHEET FOR TESTING AND FINAL CONNECTION 1.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. 2.CONTRACTOR SHALL POTHOLE EXISTING 12" & 16" DI WATER MAINS AT CONNECTION LOCATIONS AHEAD OF CONSTRUCTION OF FIRE HYDRANTS. CONFIRM LOCATION, DEPTH, SIZE & MATERIAL OF EXISTING MAINS. NOTIFY THE RPR IMMEDIATELY IF FIELD CONDITIONS DIFFER FROM PLANS. 3.SEE DETAIL 300.0, SHEET C7.7 FOR CITY OF RENTON GENERAL WATER PLAN NOTES. 4.BOEING'S FUEL FARM IS A SECURED AREA WITH RESTRICTED ACCESS. CONTRACTOR WILL NOT HAVE ACCESS TO EXISTING FIRE WATERLINE WITHIN THE FUEL FARM AREA. 5.EXISTING FIRE WATERLINE DIGITIZED FROM RECORD DRAWING. LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES. 6.PIPE BEDDING AND TRENCH BACKFILL PER CITY OF RENTON STANDARD PLANS 220.00 AND 220.20. SURFACE RESTORATION OUTSIDE OF FENCE PER CITY STD DETAILS ON SHEET C7.7. SURFACE RESTORATION W/IN FENCE PER CIVIL SHEET. 7.REMOVE AND SALVAGE EXISTING CHAIN LINK FENCE FABRIC, TOP RAIL AND "NO TRESPASSING" SIGN. PROTECT EXISTING FENCE POSTS. FOLLOWING WATER MAIN INSTALLATION, REINSTALL FENCE, "NO TRESPASSING" SIGN, AND REPLACE 3-STRAND BARBED WIRE. EX 12"DI COUPLING. (PER RCD DWG) 539 LF 133 LF 22 LF EX BOEING 6" DI W FUEL FARM BUILDING FIRE SERVICE SEE NOTE 5, THIS SHEET PROTECT EX 7.5' TALL SECURITY FENCE AND CONC CURB EX BOEING 1.5" DI W FUEL FARM BUILDING WATER SERVICE SEE NOTE 5, THIS SHEET EX 12" DI W SEE NOTE 5, THIS SHEET EX 8" DI W SEE NOTE 5, THIS SHEET PROTECT EX WATER METER AND SERVICE 6"DI W EX 1 6 " D I W MATCHLINE, SEE SHEET C7.2 MA T C H L I N E , S E E S H E E T C7 . 2 LEGEND LEGEND CONT. 0 SCALE 1" = 20 40 20' N MA T C H L I N E , S E E S H E E T C7 . 2 FIRE WATERLINE NOTES CONT. PROTECT EX 7.5' TALL SECURITY FENCE RESTORATION NOTES GRIND AND OVERLAY PER CITY OF RENTON STD PLAN 110, SHEET C7.7 RESTORE DISTRUBED EX GRAVEL AREA TO EX CONDITIONS. REMOVE & RESTORE EX FENCE, SEE NOTE 7, THIS SHEET. RESTORE EX CONC CURB PER CITY OF RENTON STD PLAN 101, SHT C7.7. RESTORE EX HMA PER CITY OF RENTON STD PLAN 220.20, SHT C7.7. RESTORE DISTURBED CONC W/ HMA PER CITY OF RENTON STD PLAN 220.20, SHT C7.7. PAINTED YELLOW CENTERLINE. LONGITUDINAL CENTERLINE PATTERN PER WSDOT STD PLAN M-20.10-04. 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. THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.8. FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN - 310.1, SHEET C7.8. 8" RJ DI PIPE, CLASS 52. SEE NOTES 3 & 6, THIS SHEET. 6" RJ DI PIPE, CLASS 52. SEE NOTES 3 & 6, THIS SHEET. DEMOLISH & REMOVE EX ABOVE GRADE FIRE HYDRANT & GATE VALVE. REMOVE EX HYDRANT TO 90° BEND & CAP FIRE WATERLINE. BACKFILL WITH CLSM & RESTORE SURFACE. DEMOLISH & REMOVED EX BOLLARDS. HYDRANT PROTECTION BOLLARD PER DTL 1, SHT C7.7. PROTECT CITY OF RENTON 16" WATER MAIN RESTORE DISTURBED CONC PER CITY OF RENTON STD PLAN 102, SHT C7.7 W. PERIMETE R R D . Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA FILL PIPE WITH CONCRETE, MOUND TOP CAP INSTALL 6" DUCTILE IRON PIPE BOLLARD FILLED WITH 3,000 PSI CONCRETE 3,000 PSI CONCRETE FOOTING 36" 1'-6" 4" MIN. 2'-6" MIN. NOTES: 1.LOCATE BOLLARDS AT LEAST 2' IN FRONT OF HYDRANT, 5' APART. 2.INSTALL ONLY WHERE IDENTIFIED ON PLANS. 3.PAINT BOLLARDS WITH TWO COATS OSHA SAFETY YELLOW . R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 . 7 Ju l y 1 9 , 2 0 2 4 1 0 : 3 9 : 3 9 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - D T L S - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER DETAILS 1 OF 2 C7.7 93 OF 114 - 1 FIRE HYDRANT PROTECTION BOLLARD Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Yu r o v c h a k , E m i l y 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 . 8 Ju l y 1 9 , 2 0 2 4 1 0 : 3 9 : 5 3 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 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 1 - 2 0 2 4 b i d p a c k a g e \ C 7 . 0 - W A T R - D T L S - 0 9 0 1 1 9 0 0 0 . d w g PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N ------------ JULY 2024 35022.008.02 1" = 40' DSW CEF CTH WATER DETAILS 2 OF 2 C7.8 94 OF 114 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA S. S. PAVED S. PAVED S. PAVED S. S. AIRCRAFT PARKING AIRCRAFT PARKING S. PAVED PARKING S. S. S. PAVED S. S. PAVED PAVED AIRCRA F T P A R K I N G S. S. S. S. S. S.S. S. S. S. S. S. AIRPO R T PROPE R T Y S. S. S. S. S. S. S. PAVED PAVED PAVED PAVED S. S. S. S. AHE A D LANEONE AHE A D LAN EONE AHEA D LAN E ONE AHE A D LAN EONE MPH15 MPH15 MPH15 MPH15 MPH15 MPH15 MP H15 PAVED PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PARKING PAVED PAVED PAVED AIRCRA F T P A R K I N G AIRPO R T PROPE R T Y DENSEBRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PAVED PAVED DENSE TREES PAVED PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PARKING PAVED PAVED PAVED AIRCRA F T P A R K I N G AIRPO R T PROPE R T Y DENSEBRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PAVED PAVED DENSE TREES PAVED PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PARKING PAVED PAVED PAVED AIRCRA F T P A R K I N G AIRPO R T PROPE R T Y DENSEBRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PAVED PAVED DENSE TREES R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 1 : 4 5 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E S O W P h a s e 1 - 0 9 0 1 1 9 0 0 0 . d w g LEGEND:SCOPE OF WORK: EXISTING ELECTRICAL CONDUIT/DUCT BANK PROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E. PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E. CONDUIT OR DUCT TO BE REMOVED EXISTING CONCRETE HANDHOLE PROPOSED TAXIWAY EDGE LIGHT EXISTING RUNWAY THRESHOLD/END/EDGE LIGHT EXISTING AIRFIELD GUIDANCE SIGN PROPOSED AIRFIELD GUIDANCE SIGN ON 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 (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 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER ON EXISTING BASE CAN. INSTALL NEW L-823 CONNECTOR KIT AND NEW L-824 5KC AIRFIELD CABLING AT EACH BASE CAN. INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT WITH NEW ISOLATION TRANSFORMER, L-823 CONNECTOR KIT, AND L-824 5KV AIRFIELD CABLING ON NEW L-868 BASE CAN. INSTALL NEW L-858 SIZE 2, 1 MODULE LED GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. INSTALL NEW L-858 SIZE 2, 2 MODULE LED GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. INSTALL NEW L-858 SIZE 2, 4 MODULE LED GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. INSTALL NEW 1-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND CABLING. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER, L-823 CONNECTOR KIT AND CABLING. SALVAGE EXISTING L-861 ELEVATED RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER AND REINSTALL ON NEW L-867 BASE CAN. INSTALL NEW L-858 SIZE 2, 2 MODULE LED GUIDANCE SIGN ON NEW CONCRETE FOUNDATION. INSTALL NEW L-858 SIZE 2, 4 MODULE LED GUIDANCE SIGN ON NEW CONCRETE FOUNDATION. TYP.TYP. TYP. TYP. TYP. TYP. TYP. RUNWAY 16-34 TAXIWAY ATAXIWAY A TAXIWAY A A7 A6 A5 A4 A3 A2 A1TYP.TYP. ------------ JULY 2024 35022.008.02 1" = 200' JDB DKP JPT ELECTRICAL SCOPE OF WORK PLAN E0.1 95 OF 114 E1.1 E2.1 E1.2 E2.2 E1.3 E2.3 E1.4 E2.4 E1.5 E2.5 ADDITIVE ALTERNATIVE SCOPEOF WORK INSTALL NEW 4-2" SCH. 80 HDPE CONDUIT IN DIRECTIONAL BORE FROM AIRFIELD LIGHTING VAULT TO NEW HOMERUN HANDHOLES. INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLES. INSTALL NEW H-20 TRAFFIC LOAD RATED CONCRETE HANDHOLES. INSTALL NEW AIRFIELD LIGHTING VAULT WITH (4) NEW CONSTANT CURRENT REGULATORS, NEW PILOT CONTROLLED RADIO, NEW RELAY CABINET, AND NEW PATCH PANEL. RELOCATE EXISTING SERVICE PANEL, AUTOMATIC TRANSFER SWITCHES, AND AIRFIELD ELECTRICAL POWER AND CONTROLS EQUIPMENT TO REMAIN. N 0 SCALE 1" = 200 400 200 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA M P H 15 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 2 : 0 7 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 1 . 0 - P h a s e 1 E L E C D E M O - 0 9 0 1 1 9 0 0 0 . d w g ELECTRICAL DEMOLITION NOTES MA T C H L I N E , S E E S H E E T E 1 . 2 ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 1 OF 5 E1.1 96 OF 114 N 0 SCALE 1" = 40 80 40 REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASECAN IN PLACE. PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. PROTECT EXISTING CONDUIT IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA PAVED PAVED PA V E D 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 ON E TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 2 : 3 7 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 1 . 0 - P h a s e 1 E L E C D E M O - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 2 OF 5 E1.2 97 OF 114 MA T C H L I N E , S E E S H E E T E1 . 1 MA T C H L I N E , S E E S H E E T E1 . 3 ELECTRICAL DEMOLITION NOTES N 0 SCALE 1" = 40 80 40 REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASECAN IN PLACE. PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. PROTECT EXISTING CONDUIT IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E MP H15 MP H 15 RUNWAY 16-34 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 . 3 Ju l y 1 9 , 2 0 2 4 1 1 : 3 3 : 0 9 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 1 . 0 - P h a s e 1 E L E C D E M O - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 3 OF 5 E1.3 98 OF 114 MA T C H L I N E , S E E S H E E T E1 . 2 MA T C H L I N E , S E E S H E E T E1 . 4 ELECTRICAL DEMOLITION NOTES N 0 SCALE 1" = 40 80 40 REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASECAN IN PLACE. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. REMOVE EXISTING AIRFIELD CABLING FROM EXISTING ELECTRICAL CONDUIT. PROTECT EXISTING ELECTRICAL CONDUIT IN PLACE FOR REUSE. PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. PROTECT EXISTING CONDUIT IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. SALVAGE RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER FOR REINSTALLATION ON NEW BASE CAN. HOMERUN DUCTBANK Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AIRCRAFT PARKING AIR C R A F T P A R K I N G MP H 15 MP H 15 //////////////////////////////////////////////////////////////// TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 . 4 Ju l y 1 9 , 2 0 2 4 1 1 : 3 3 : 3 9 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 1 . 0 - P h a s e 1 E L E C D E M O - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 4 OF 5 E1.4 99 OF 114 MA T C H L I N E , S E E S H E E T E1 . 3 MA T C H L I N E , S E E S H E E T E1 . 5 ELECTRICAL DEMOLITION NOTES N 0 SCALE 1" = 40 80 40 REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASECAN IN PLACE. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. REMOVE EXISTING AIRFIELD CABLING FROM EXISTING ELECTRICAL CONDUIT. PROTECT EXISTING ELECTRICAL CONDUIT IN PLACE FOR REUSE. PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING, AND BASECAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. PROTECT EXISTING CONDUIT IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. SALVAGE RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER FOR REINSTALLATION ON NEW BASE CAN. REMOVE EXISTING ELECTRICAL CONDUIT/DUCT AND CABLING. PULL ALL CIRCUIT CABLES BACK TO NEAREST JUNCTION POINT FOR RECONNECTION. Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H15 ////// /// / / / / / / / / / / / / / / / / / / TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 1 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 . 5 Ju l y 1 9 , 2 0 2 4 1 1 : 3 4 : 1 0 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 1 . 0 - P h a s e 1 E L E C D E M O - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 5 OF 5 E1.5 100 OF 114 MA T C H L I N E , S E E S H E E T E1 . 4 ELECTRICAL DEMOLITION NOTES N 0 SCALE 1" = 40 80 40 REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASECAN IN PLACE. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. REMOVE EXISTING AIRFIELD CABLING FROM EXISTING ELECTRICAL CONDUIT. PROTECT EXISTING ELECTRICAL CONDUIT IN PLACE FOR REUSE. PROTECT EXISTING ELECTRICAL HANDHOLE IN PLACE. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING, AND BASECAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. PROTECT EXISTING CONDUIT IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING ELECTRICAL CONDUIT/DUCT AND CABLING. PULL ALL CIRCUIT CABLES BACK TO NEAREST JUNCTION POINT FOR RECONNECTION. REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION. REMOVE EXISTING ELECTRICAL HANDHOLE. Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA M P H 15 R-01 L-01 L-02 L-03 L-04 L-05 L-06 L-07 L-08 L-09 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 L-22 L-23 L-24 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 4 : 4 3 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 2 . 0 - P h a s e 1 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 5 E2.1 101 OF 114 MA T C H L I N E , S E E S H E E T E2 . 2 TYP. TYP. TYP. TYP. ELECTRICAL CONSTRUCTION NOTES N 0 SCALE 1" = 40 80 40 TYP.TYP. TYP. TYP. TYP. TYP. 18 7 7 18 8 3 (E) REIL EQUIPMENT RACK (E) REIL 18 3 18 7 18 8 9 3 7 7 7 9 9 9 7 7 18 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH DRAINAGE PLANS. TYP. TYP. TYP. PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE.3 PROTECT EXISTING CONDUIT IN PLACE.7 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.8 PROTECT EXISTING HANDHOLE IN PLACE.9 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 18 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E PAVED PAVED PA V E D 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 ON E R-02 L-43 L-44 L-51 L-25 L-26 L-27 L-28 L-29 L-30 L-31 L-32 L-33 L-42L-41L-40 L-39 L-38 L-37 L-36 L-35 L-34 TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 5 : 1 1 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 2 . 0 - P h a s e 1 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 5 E2.2 102 OF 114 MA T C H L I N E , S E E S H E E T E2 . 1 MA T C H L I N E , S E E S H E E T E2 . 3 TYP.18 18 TYP.18TYP.7 TYP.7 8 8 8 TYP.3TYP.3 8 ELECTRICAL CONSTRUCTION NOTES N 0 SCALE 1" = 40 80 40 109 8 7 TYP. 7 TYP. 9 8 7 7 7 TYP. 7 TYP. 7TYP. 7 TYP. 7 TYP. 7 TYP. 7 TYP. 9 9 9 7 18 7 818 TYP.7 18 18 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH DRAINAGE PLANS. TYP. TYP. TYP. TYP. PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE.3 PROTECT EXISTING CONDUIT IN PLACE.7 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.8 PROTECT EXISTING HANDHOLE IN PLACE.9 REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-868 BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 10 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 18 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ATCT CLEARANCE REQUIRED AH E A D LA N E ON E MP H 15 MP H 15 AH E A D LA N E ON E MP H15 MP H 15 S-04 S-01 S-02 S-05 S-03 R-03 L-45 L-46 L-47 L-48 L-49 L-50 L-54 L-55 L-56 L-57 L-58 L-59 L-60 L-61 L-62 L-63 L-64 L-65 L-66 L-67 L-68 L-69 L-70 L-71 L-72 L-73 L-74 L-75 L-76 L-77 L-78 L-79 L-80 L-52 L-53 RUNWAY 16-34 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 . 3 Ju l y 1 9 , 2 0 2 4 1 1 : 3 5 : 4 3 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 2 . 0 - P h a s e 1 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 5 E2.3 103 OF 114 MA T C H L I N E , S E E S H E E T E2 . 2 MA T C H L I N E , S E E S H E E T E2 . 4 TYP.18 TYP.18TYP.2 TYP.2 TYP.2 6 4 5 6 4 TYP.3TYP.3 ELECTRICAL CONSTRUCTION NOTES N 0 SCALE 1" = 40 80 40 9 2 18 TYP. TYP. 2 10 9 77 10 7 TYP. 9999 8 7 TYP. 2 7 TYP. 9 92 18 2 18 2 TYP. TYP. TYP. TYP.8 7 TYP.7 TYP. 7 TYP.7 TYP.7 TYP. TYP.18 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH DRAINAGE PLANS. PULL NEW L-824 NO. 8 5KV TYPE C AIRFIELD CABING THROUGH EXISTING ELECTRICAL CONDUIT FOR NEW TAXIWAY A EDGE LIGHTING CIRCUIT. SEE CIRCUIT MAP SHEET E5.1. PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE. INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. PROTECT EXISTING CONDUIT IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. PROTECT EXISTING HANDHOLE IN PLACE. REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-868 BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 2 HOMERUN DUCTBANK Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 AIRCRAFT PARKING AIR C R A F T P A R K I N G MP H 15 MP H 15 S-08S-07 S-06 R-04 L-81 L-82 L-83 L-84 L-85 L-95 L-94 L-93 L-92 L-91 L-90 L-89 L-88 L-96 L-97 L-98 L-99 L-100 L-101 L-102 L-103 L-87 L-86 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 6 : 1 6 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 2 . 0 - P h a s e 1 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 4 OF 5 E2.4 104 OF 114 MA T C H L I N E , S E E S H E E T E2 . 3 MA T C H L I N E , S E E S H E E T E2 . 5 TYP.18 1 1 TYP.7 19 TYP.2 TYP.19 5 6 4 TYP.3TYP.3 ELECTRICAL CONSTRUCTION NOTES N 0 SCALE 1" = 40 80 40 10 2 18 8 2TYP. 7 TYP. TYP. TYP. 9 9 9 TYP.7 29 9 7 7 77TYP.7 TYP. 7 TYP. 7 TYP. 19 1 1818 18 18 1191919 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH DRAINAGE PLANS. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. PULL NEW L-824 NO. 8 5KV TYPE C AIRFIELD CABING THROUGH EXISTING ELECTRICAL CONDUIT FOR NEW TAXIWAY A EDGE LIGHTING CIRCUIT. SEE CIRCUIT MAP SHEET E5.1. PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE. INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION. PROTECT EXISTING CONDUIT IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. PROTECT EXISTING HANDHOLE IN PLACE. REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON NEW L-868 BASE CAN WITH NEW #8 5 KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND CABLING. Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15MP H 15 MP H15 S-10 S-09 L-103 L-104 L-106 L-107 L-108 L-109 L-110 L-111 L-115 L-114 L-113 L-117 L-118 L-119 L-120 L-121 L-122 L-123 L-124 L-125 L-126 L-127 L-128 L-112 L-116 HH-01 LT-03 LT-02 LT-01TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 1 KEYPLAN R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 . 5 Ju l y 1 9 , 2 0 2 4 1 1 : 3 6 : 4 5 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 2 . 0 - P h a s e 1 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 5 OF 5 E2.5 105 OF 114 MA T C H L I N E , S E E S H E E T E2 . 4 TYP.18 1 TYP.2 TYP.2 TYP.2 TYP.19 6 16 12 12 1211 11 11 20 13 TYP.3 ELECTRICAL CONSTRUCTION NOTES N 0 SCALE 1" = 40 80 40 (E) REIL (E) REIL EQUIPMENT RACK 3 3 8 77TYP. 8 2 87 7 99 2 TYP. 18 TYP. 11 19 1 1 1 1 1 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH DRAINAGE PLANS. 5 7 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 1 PULL NEW L-824 NO. 8 5KV TYPE C AIRFIELD CABING THROUGH EXISTING ELECTRICAL CONDUIT FOR NEW TAXIWAY A EDGE LIGHTING CIRCUIT. SEE CIRCUIT MAP SHEET E5.1. 2 PROTECT EXISTING RUNWAY END/EDGE LIGHT IN PLACE.3 INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.5 INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.6 PROTECT EXISTING CONDUIT IN PLACE.7 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE.8 PROTECT EXISTING HANDHOLE IN PLACE.9 INSTALL NEW 1-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND L-824 NO. 8 5KV TYPE C AIRFIELD CABLING. 11 INSTALL NEW L-852T(L) LED IN-PAVEMENT TAXIWAY EDGE LIGHT,ISOLATION TRANSFORMER, AND #8 5KV AIRFIELD CABLING ON NEW L-868 BASE CAN/ INSTALL NEW L-823 CONNECTOR KIT IN BASE CAN. 12 INTERCEPT EXISTING ELECTRICAL HANDHOLE WITH NEW CONDUIT FOR NEW CONDUIT CROSSING UNDER FULL STRENGTH PAVEMENT. 13 INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON NEW CONCRETE FOUNDATION.16 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW #8 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 18 INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND CABLING.19 INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.20 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA L-861T FIXTURE DATA TABLE FIXT-NUM STA OFF BASE CIRCUIT Lens DETAIL L-01 STA. 3+40.91 120.66' LT.L-867B TWY A BLU E3.01 L-02 STA. 3+10.77 90.43' LT.L-867B TWY A BLU E3.01 L-03 STA. 2+74.03 69.70' LT.L-867B TWY A BLU E3.01 L-04 STA. 2+33.42 61.69' LT.L-867B TWY A BLU E3.01 L-05 STA. 2+13.53 92.73' RT.L-867B TWY A BLU E3.01 L-06 STA. 2+26.96 74.99' RT.L-867B TWY A BLU E3.01 L-07 STA. 2+59.72 59.30' RT.L-867B TWY A BLU E3.01 L-08 STA. 2+97.39 59.31' RT.L-867B TWY A BLU E3.01 L-09 STA. 3+59.73 62.59' RT.L-867B TWY A BLU E3.01 L-10 STA. 4+37.19 58.65' RT.L-867B TWY A BLU E3.01 L-100 STA. 43+91.23 31.17' RT.L-867B TWY A BLU E3.01 L-101 STA. 45+46.64 31.14' RT.L-867B TWY A BLU E3.01 L-102 STA. 46+52.95 31.06' RT.L-867B TWY A BLU E3.01 L-103 STA. 47+02.69 31.30' RT.L-867B TWY A BLU E3.01 L-104 STA. 47+78.25 38.66' RT.L-867B TWY A BLU E3.01 L-106 STA. 48+53.14 46.31' RT.L-867B TWY A BLU E3.01 L-107 STA. 48+89.60 61.15' RT.L-867B TWY A BLU E3.01 L-108 STA. 49+04.46 98.04' RT.L-867B TWY A BLU E3.01 L-109 STA. 49+06.76 127.44' RT.L-867B TWY A BLU E3.01 L-11 STA. 4+62.57 56.18' RT.L-867B TWY A BLU E3.01 L-110 STA. 49+09.36 159.30' RT.L-867B TWY A BLU E3.01 L-111 STA. 49+03.76 182.32' RT.L-867B TWY A BLU E3.01 L-112 STA. 50+10.20 182.92' RT.L-867B TWY A BLU E3.01 L-113 STA. 49+97.33 156.92' RT.L-867B TWY A BLU E3.01 L-114 STA. 49+99.30 128.41' RT.L-867B TWY A BLU E3.01 L-115 STA. 50+01.82 94.10' RT.L-867B TWY A BLU E3.01 L-116 STA. 50+55.80 93.06' RT.L-867B TWY A BLU E3.01 L-117 STA. 51+13.85 92.95' RT.L-867B TWY A BLU E3.01 L-118 STA. 51+73.44 92.52' RT.L-867B TWY A BLU E3.01 L-119 STA. 52+17.93 91.95' RT.L-867B TWY A BLU E3.01 L-12 STA. 5+27.25 58.88' RT.L-867B TWY A BLU E3.01 L-120 STA. 52+18.66 66.22' RT.L-867B TWY A BLU E3.01 L-121 STA. 52+18.61 31.01' RT.L-867B TWY A BLU E3.01 L-122 STA. 52+79.67 31.41' RT.L-867B TWY A BLU E3.01 L-123 STA. 53+36.58 31.39' RT.L-867B TWY A BLU E3.01 L-124 STA. 53+89.93 34.64' RT.L-867B TWY A BLU E3.01 L-125 STA. 54+44.49 39.98' RT.L-867B TWY A BLU E3.01 L-126 STA. 54+99.57 44.40' RT.L-867B TWY A BLU E3.01 L-127 STA. 55+56.58 47.19' RT.L-867B TWY A BLU E3.01 L-128 STA. 56+01.03 56.73' RT.L-867B TWY A BLU E3.01 L-13 STA. 5+79.01 58.67' RT.L-867B TWY A BLU E3.01 L-14 STA. 6+31.87 57.37' RT.L-867B TWY A BLU E3.01 L-15 STA. 6+82.06 58.49' RT.L-867B TWY A BLU E3.01 L-16 STA. 6+91.07 88.14' RT.L-867B TWY A BLU E3.01 L-17 STA. 7+41.05 87.91' RT.L-867B TWY A BLU E3.01 L-18 STA. 8+10.58 88.00' RT.L-867B TWY A BLU E3.01 L-19 STA. 8+80.53 87.88' RT.L-867B TWY A BLU E3.01 L-20 STA. 9+29.62 87.74' RT.L-867B TWY A BLU E3.01 L-21 STA. 9+27.89 41.57' RT.L-867B TWY A BLU E3.01 L-22 STA. 9+41.39 31.02' RT.L-867B TWY A BLU E3.01 L-23 STA. 9+91.47 31.34' RT.L-867B TWY A BLU E3.01 L-24 STA. 11+24.45 31.37' RT.L-867B TWY A BLU E3.01 L-25 STA. 13+07.27 31.09' RT.L-867B TWY A BLU E3.01 L-26 STA. 14+90.90 31.30' RT.L-867B TWY A BLU E3.01 L-27 STA. 16+72.97 34.63' RT.L-867B TWY A BLU E3.01 L-28 STA. 16+86.27 42.11' RT.L-867B TWY A BLU E3.01 L-29 STA. 16+86.49 57.36' RT.L-867B TWY A BLU E3.01 L-30 STA. 16+64.72 103.09' RT.L-867B TWY A BLU E3.01 L-31 STA. 16+39.54 147.20' RT.L-867B TWY A BLU E3.01 L-32 STA. 16+18.39 172.41' RT.L-867B TWY A BLU E3.01 L-33 STA. 15+91.90 188.09' RT.L-867B TWY A BLU E3.01 L-34 STA. 17+33.46 185.78' RT.L-867B TWY A BLU E3.01 L-35 STA. 17+17.89 163.00' RT.L-867B TWY A BLU E3.01 L-36 STA. 17+19.08 134.80' RT.L-867B TWY A BLU E3.01 L-37 STA. 17+32.13 111.00' RT.L-867B TWY A BLU E3.01 L-38 STA. 17+46.04 88.86' RT.L-867B TWY A BLU E3.01 L-39 STA. 17+84.79 42.33' RT.L-867B TWY A BLU E3.01 L-40 STA. 18+06.73 31.13' RT.L-867B TWY A BLU E3.01 L-41 STA. 18+56.59 30.83' RT.L-867B TWY A BLU E3.01 L-42 STA. 19+60.82 30.83' RT.L-867B TWY A BLU E3.01 L-43 STA. 21+14.52 30.83' RT.L-867B TWY A BLU E3.01 L-44 STA. 22+68.61 30.80' RT.L-867B TWY A BLU E3.01 L-45 STA. 23+73.35 30.98' RT.L-867B TWY A BLU E3.01 L-46 STA. 24+22.97 31.04' RT.L-867B TWY A BLU E3.01 L-47 STA. 24+44.11 41.69' RT.L-867B TWY A BLU E3.01 L-48 STA. 24+53.08 65.98' RT.L-867B TWY A BLU E3.01 L-49 STA. 24+40.75 91.29' RT.L-867B TWY A BLU E3.01 L-50 STA. 23+50.34 147.44' RT.L-867B TWY A BLU E3.01 L-51 181.94' RT.L-867B TWY A BLU E3.01 L-51 STA. 22+50.32 181.94' RT.L-867B TWY A BLU E3.01 L-52 STA. 24+53.29 191.10' RT.L-867B TWY A BLU E3.01 L-53 STA. 24+53.83 186.13' RT.L-867B TWY A BLU E3.01 L-54 STA. 24+35.11 182.16' RT.L-867B TWY A BLU E3.01 L-55 STA. 24+40.14 162.12' RT.L-867B TWY A BLU E3.01 L-56 STA. 24+75.49 127.84' RT.L-867B TWY A BLU E3.01 L-57 STA. 25+10.30 94.10' RT.L-867B TWY A BLU E3.01 L-58 STA. 25+46.75 60.08' RT.L-867B TWY A BLU E3.01 L-59 STA. 25+79.15 39.58' RT.L-867B TWY A BLU E3.01 L-60 STA. 26+18.20 30.69' RT.L-867B TWY A BLU E3.01 L-61 STA. 27+14.31 30.61' RT.L-867B TWY A BLU E3.01 L-62 STA. 28+11.00 30.73' RT.L-867B TWY A BLU E3.01 L-63 STA. 28+46.66 46.17' RT.L-867B TWY A BLU E3.01 L-64 STA. 28+61.59 82.87' RT.L-867B TWY A BLU E3.01 L-65 STA. 28+61.14 116.91' RT.L-867B TWY A BLU E3.01 L-66 STA. 28+60.78 151.15' RT.L-867B TWY A BLU E3.01 L-67 STA. 28+46.00 179.10' RT.L-867B TWY A BLU E3.01 L-68 STA. 28+19.58 191.08' RT.L-867B TWY A BLU E3.01 L-69 STA. 29+29.45 178.30' RT.L-867B TWY A BLU E3.01 L-70 STA. 29+16.97 152.51' RT.L-867B TWY A BLU E3.01 L-71 STA. 29+16.14 116.46' RT.L-867B TWY A BLU E3.01 L-72 STA. 29+15.82 82.05' RT.L-867B TWY A BLU E3.01 L-73 STA. 29+31.20 45.54' RT.L-867B TWY A BLU E3.01 L-74 STA. 29+67.41 30.98' RT.L-867B TWY A BLU E3.01 L-75 STA. 30+17.18 30.78' RT.L-867B TWY A BLU E3.01 L-76 STA. 30+88.69 30.97' RT.L-867B TWY A BLU E3.01 L-77 STA. 32+09.57 31.14' RT.L-867B TWY A BLU E3.01 L-78 STA. 33+30.96 30.94' RT.L-867B TWY A BLU E3.01 L-79 STA. 34+51.85 31.18' RT.L-867B TWY A BLU E3.01 L-80 STA. 35+23.00 31.01' RT.L-867B TWY A BLU E3.01 L-81 STA. 35+72.94 31.12' RT.L-867B TWY A BLU E3.01 L-82 STA. 36+07.13 43.85' RT.L-867B TWY A BLU E3.01 L-83 STA. 36+73.20 102.48' RT.L-867B TWY A BLU E3.01 L-84 STA. 37+35.00 163.77' RT.L-867B TWY A BLU E3.01 L-85 STA. 37+38.76 181.03' RT.L-867B TWY A BLU E3.01 L-86 STA. 37+21.75 185.30' RT.L-867B TWY A BLU E3.01 L-87 STA. 37+21.76 189.98' RT.L-867B TWY A BLU E3.01 L-88 STA. 40+11.89 189.86' RT.L-867B TWY A BLU E3.01 L-89 STA. 39+46.33 181.55' RT.L-867B TWY A BLU E3.01 L-90 STA. 38+74.01 164.80' RT.L-867B TWY A BLU E3.01 L-91 STA. 38+05.31 138.36' RT.L-867B TWY A BLU E3.01 L-92 STA. 37+42.17 99.80' RT.L-867B TWY A BLU E3.01 L-93 STA. 37+28.67 67.91' RT.L-867B TWY A BLU E3.01 L-94 STA. 37+38.50 43.38' RT.L-867B TWY A BLU E3.01 L-95 STA. 37+67.95 31.18' RT.L-867B TWY A BLU E3.01 L-96 STA. 38+16.97 31.21' RT.L-867B TWY A BLU E3.01 L-97 STA. 39+23.37 31.27' RT.L-867B TWY A BLU E3.01 L-98 STA. 40+79.11 31.34' RT.L-867B TWY A BLU E3.01 L-99 STA. 42+35.02 31.18' RT.L-867B TWY A BLU E3.01 SIGN DATA TABLE SIGN-NUM STA OFF DETAIL CIRCUIT # OF MODULES S-01 STA. 25+17.05 123.91' RT.E3.04 TWY A 4 S-02 STA. 26+60.75 58.12' RT.E3.04 TWY A 1 S-03 STA. 28+32.05 88.24' RT.E3.04 TWY A 2 S-04 STA. 29+44.51 101.21' RT.E3.04 TWY A 4 S-05 STA. 32+99.60 57.79' RT.E3.04 TWY A 1 S-06 STA. 36+01.42 80.94' RT.E3.04 TWY A 2 S-07 STA. 37+44.14 68.37' RT.E3.04 TWY A 4 S-08 STA. 46+24.86 57.90' RT.E3.04 TWY A 1 S-09 STA. 48+78.20 110.69' RT.E3.04 TWY A 4 S-10 STA. 55+18.28 72.03' RT.E3.04 TWY A 2 RUNWAY FIXTURE DATA TABLE FIXT-NUM STA OFF BASE CIRCUIT Lens DETAIL R-01 STA. 2+09.74 92.89' RT.L-867B CKT YEL | RED E3.01 R-02 STA. 16+22.79 190.47' RT.L-868B RWY WHT | WHT E3.02 R-03 STA. 24+23.54 191.20' RT.L-868B CKT WHT | WHT E3.02 R-04 STA. 38+12.43 190.06' RT.L-868B CKT WHT | WHT E3.02 R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 . 6 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 0 2 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 2 . 0 - P h a s e 1 L I G H T I N G - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLES E2.6 106 OF 114 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 0 5 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ 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 ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 1 OF 5 E3.1 107 OF 114 (E) L-867 BASECAN 10' COIL OF SLACK CONDUCTOR (FROM CONDUIT TO TRANSFORMER) L-830 ISOLATION TRANSFORMER SET ON BRICK PER FAA STANDARDS L-823 CONNECTOR KIT FRANGIBLE COUPLING LIGHT BASE COVER 48" LENGTH OF #6 BC GROUND. BOND TO INTERNAL BASE 3-HOLE GROUNDING LUG & BOLT TO FIXTURE BASE PLATE. #6 BC GROUND CONNECT TO EXTERNAL BASE GROUNDING LUG. 14" MEDIUM INTENSITY TAXIWAY EDGE LIGHT LED L-861T(L) 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. SEE CIVIL DRAWINGS FOR PAVEMENT SECTIONS 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" CONNECTOR KIT 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" Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 2 OF 5 E3.2 108 OF 114 R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 1 0 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ 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 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" DIASUBGRADE, 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 REFER TO CIVIL PAVEMENT SECTIONS 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 TAXIWAY EDGE LIGHT FIXTURE ON NEW L-868 BASECAN IN ASPHALT 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 COUNTERPOISE CONDUCTOR, 6" ABOVE CONDUIT(S) DETECTABLE WARNING TAPE BURIED 6" ABOVE CONDUIT 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 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 3 OF 5 E3.3 109 OF 114 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" RGS CONDUIT W/ COUPLING FOR 2" PVC CONDUIT. STUB OUT IN 3 DIRECTIONS, CAP UNUSED CONDUIT AT EDGE OF BASE.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 © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 1 2 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ 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 #4 REBAR TIE 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 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 1 4 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ 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 ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 4 OF 5 E3.4 110 OF 114 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 P-153 FLOWABLE FILL SCH. 40 PVC NATIVE BACKFILL OR FLOWABLE FILL 2" SCH. 80 HDPE CONDUIT (E)AC PAVEMENT (E)BASE COURSE (E)SUB BASE #6 B.C. COUNTERPOISE 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 FLOWABLE FILL BACKFILL 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 CABLEEDGE 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 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 1 7 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ 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 ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 5 OF 5 E3.5 111 OF 114 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) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 : 4. 1 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 2 2 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 4 . 0 - V A U L T I M P R O V E M E N T - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT AIRFIELD LIGHTING VAULT DEMOLITION PLAN E4.1 112 OF 114 SYM EQUIPMENT SCHEDULE DESCRIPTION EXISTING 24"x24"x7" L-841 RELAY CABINET TO BE RELOCATED EXISTING PILOT-CONTROLLED RADIO L-854(B) TO BE RELOCATED EXISTING 34"x20"x72" ATS-L TO BE RELOCATED EXISTING PILOT-CONTROLLED RADIO L-854(A) TO REMAIN IN PLACE EXISTING PANEL 'LA' TO REMAIN IN PLACE EXISTING 32"x36"x44" RUNWAY CONSTANT CURRENT REGULATOR TO REMAIN IN PLACE REMOVE EXISTING 32"x36"x44" TAXIWAY CONSTANT CURRENT REGULATOR EXISTING PAPI & REIL CONTROL RELAY TO BE RELOCATED EXISTING BEACON CONTACTOR TO REMAIN IN PLACE EXISTING DEMAND METERING CABINET TO REMAIN IN PLACE EXISTING BOOST TRANSFORMER TO REMAIN IN PLACE 13 5 " 128" 57" 36 " 56" 32" EXISTING 34"x20"x72" ATS-B TO REMAIN IN PLACE. EXISTING 34"x20"x72" ATS-F TO REMAIN IN PLACE. EXISTING UTILITY METER TO REMAIN IN PLACE. EXISTING PANEL TO REMAIN IN PLACE. EXISTING ELECTRICAL DISCONNECT TO REMAIN IN PLACE. 32"32" 36 " 34" 34 " 34 " EXISTING ALV DEMOLITION PLAN SCALE: NTS Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 : 4. 2 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 2 4 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 4 . 0 - V A U L T I M P R O V E M E N T - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 N/A JDB DKP JPT AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN E4.2 113 OF 114 SYM EQUIPMENT SCHEDULE DESCRIPTION RELOCATED 24"x24"x7" L-841 RELAY CABINET RELOCATED PILOT-CONTROLLED RADIO L-854(B) RELOCATED 34"x20"x72" ATS-L EXISTING PILOT-CONTROLLED RADIO L-854(A) EXISTING PANEL 'LA' EXISTING 32"x36"x44" RUNWAY CONSTANT CURRENT REGULATOR NEW 32"x36"x44" TAXIWAY A 7.5KW CONSTANT CURRENT REGULATOR RELOCATED PAPI & REIL CONTROL RELAY EXISTING DEMAND METERING CABINET EXISTING BOOST TRANSFORMER NEW 32"x36"x44" TAXIWAY B 7.5KW CONSTANT CURRENT REGULATOR SECTION A-A SECTION B-B 128" 12"12" 13 5 " EXISTING BEACON CONTACTOR 6" EXISTING HIGH VOLTAGE WIREWAY 32"32"32" 6"6" NEW ALV PROPOSED LAYOUT PLAN SCALE: NTS Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA S. S. PAVE D S. PAVED S. PAVED S. S. AIRCRAFT PARKING AIRCRAFT PARKING S. S. PAVED PARKING S. S. S. PAVED S. S. PAVED PAVED AIRCR 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. AIRP O R T PROP E R T Y S. S. S. S. S. S. S. PAVED PAVED PAVE D PAVED S. S. S. S. AHEA D LAN E ONE AHE A D LAN EONE AHE A D LAN EONE AHE A D LAN EONE MPH15 MPH15 MPH15 MPH15 MPH15 MPH15 MP H 15 S-05 S-02 S-03 S-01 S-04 R © 2024 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: 95% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Pa t e l , D i s h a 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 Ju l y 1 9 , 2 0 2 4 1 1 : 3 7 : 3 6 a m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ C i v i l \ S E A _ P U B L I C \ 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 1 - 2 0 2 4 B i d P a c k a g e \ E 5 . 0 - C I R C U I T M A P - 0 9 0 1 1 9 0 0 0 . d w g ------------ JULY 2024 35022.008.02 1" = 200' JDB DKP JPT TAXIWAY A CIRCUIT MAP E5.1 114 OF 114 N 0 SCALE 1" = 200 400 200 '160 * SLACK CABLE PER SPECS QUANTITY ITEM DESC.FT./ITEM * x = TOTAL LENGTH 16 10 ' ' 18,285 ' '1,962ITEM TOTAL LENGTH = PLAN CIRCUIT LENGTH+ = 20,247 SIGNS '512x=16 HANDHOLES = =1,290129L-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 ' Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA