Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutPhase 1 Plans - CAG-25-098 - TaxiwayAHE A D LAN EONE PAVED P A R K I N G AHE A D LAN EONE AHE A D LA N EONE MPH15 MPH15 MPH15 MPH15 MPH15 MPH15 AHE A D LAN E ON 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 APRIL 2025 35022.008.02 AS NOTED GJR DMY DMY COVER SHEET G0.1 01 OF 112 CITY OF RENTON RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 AIP #3-53-0055-032-2023 APRIL 2025 SITE MAP NO SCALE VICINITY MAP NO SCALE PROJECT LOCATION APPROXIMATE WORK AREA N N LEGEND RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA RUNWAY OBSTACLE FREE ZONE RUNWAY PROTECTION ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA EXISTING CHAIN LINK FENCE EXISTING STORM DRAIN LINE EXISTING UNDERDRAIN LINE EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN EXISTING CLEAN OUT EXISTING WATER LINE EXISTING WATER METER EXISTING GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER VAULT EXISTING WATER MANHOLE ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT AC ASBESTOS CONCRETE PIPE AOA AIRCRAFT OPERATIONS AREA B/N BETWEEN BO BLOWOFF CB CATCH BASIN CL CENTERLINE CO CLEANOUT CONC CONCRETE DI DUCTILE IRON DIA DIAMETER EA EACH EL ELEVATION EOP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL EX EXISTING EXST EXISTING FG FINISHED GRADE FO FIBER OPTIC FT FOOT/FEET HMA HOT MIX ASPHALT HYD HYDRANT IN INCHES MAX MAXIMUM MIN MINIMUM OC ON CENTER OFF OFFSET P POWER PACS PRIMARY AIRPORT CONTROL STATION T TELECOMMUNICATIONS TLN TAXILANE TW TAXIWAY TWY TAXIWAY PE PLAIN END PROP PROPOSED PVC POLY VINYL CHLORIDE RPR RESIDENT PROJECT REPRESENTATIVE RW RUNWAY RWY RUNWAY SACS SECONDARY AIRPORT CONTROL STATION SS SANITARY SEWER SD STORM DRAIN STA STATION TYP TYPICAL W WATER LEGEND CONT. EXISTING ELECTRICAL LINE EXISTING AIRFIELD LIGHT EXISTING ELECTRICAL VAULT EXISTING JUNCTION BOX EXISTING AIRFIELD GUIDANCE SIGN EXISTING COMMUNICATION LINE EXISTING COMMUNICATION VAULT EXISTING SEWER LINE EXISTING SEWER MANHOLE EXISTING COMPRESSED AIR LINE EXISTING COMPRESSED AIR VAULT EXISTING ELECTRICAL HANDHOLEP R-431301 04/11/20254/14/2025 PLAN & PROFILE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 18 C1.1 TAXIWAY A PLAN & PROFILE STA 22+50 TO 32+80 19 C1.2 TAXIWAY A PLAN & PROFILE STA 32+80 TO 45+20 20 C1.3 TAXIWAY A & A1 PLAN & PROFILE STA 45+20 TO 57+60 21 C1.4 TAXIWAY A2 PLAN & PROFILE 22 C1.5 TAXIWAY A3 PLAN & PROFILE 23 C1.6 TAXIWAY A4 PLAN & PROFILE 24 C1.7 TAXIWAY A5 PLAN & PROFILE 25 C1.8 PAVING DETAILS 1 OF 7 26 C1.9 PAVING DETAILS 2 OF 7 27 C1.10 PAVING DETAILS 3 OF 7 28 C1.11 PAVING DETAILS 4 OF 7 29 C1.12 PAVING DETAILS 5 OF 7 30 C1.13 PAVING DETAILS 6 OF 7 31 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY SHEET INDEX & BID SCHEDULE DESCRIPTIONS G0.2 02 OF 112 GENERAL SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 01 G0.1 COVER SHEET 02 G0.2 SHEET INDEX & BID SCHEDULE DESCRIPTIONS 03 G1.1 SITE & SURVEY CONTROL PLAN 04 G2.1 CONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 2 05 G2.2 CONSTRUCTION SAFETY & PHASING OVERVIEW 2 OF 2 06 G2.3 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 1 OF 2 07 G2.4 CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 2 08 G2.5 CONSTRUCTION SAFETY & PHASING WORK AREA 1 AND R1 09 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 F1 AND F2 PAVEMENT DEMOLITION SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 13 C0.1 PAVEMENT DEMOLITION PLAN 1 OF 3 14 C0.2 PAVEMENT DEMOLITION PLAN 2 OF 3 15 C0.3 PAVEMENT DEMOLITION PLAN 3 OF 3 16 C0.4 PAVEMENT DEMOLITION DETAILS 1 OF 2 17 C0.5 PAVEMENT DEMOLITION DETAILS 2 OF 2 GRADING SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 32 C2.1 GRADING PLAN 1 OF 6 33 C2.2 GRADING PLAN 2 OF 6 34 C2.3 GRADING PLAN 3 OF 6 35 C2.4 GRADING PLAN 4 OF 6 36 C2.5 GRADING PLAN 5 OF 6 37 C2.6 GRADING PLAN 6 OF 6 38 C2.7 MILL AND OVERLAY PLAN 1 OF 10 WEST APRON 39 C2.8 MILL AND OVERLAY PLAN 2 OF 10 WEST APRON 40 C2.9 MILL AND OVERLAY PLAN 3 OF 10 WEST APRON 41 C2.10 MILL AND OVERLAY PLAN 4 OF 10 WEST APRON 42 C2.11 MILL AND OVERLAY PLAN 5 OF 10 WEST APRON 43 C2.12 MILL AND OVERLAY PLAN 6 OF 10 WEST APRON 44 C2.13 MILL AND OVERLAY PLAN 7 OF 10 TAXIWAY A5 45 C2.14 MILL AND OVERLAY PLAN 8 OF 10 TAXIWAY A4 46 C2.15 MILL AND OVERLAY PLAN 9 OF 10 TAXIWAY A3 47 C2.16 MILL AND OVERLAY PLAN 10 OF 10 TAXIWAY A2 48 C2.17 TAXIWAY A GRADING SECTIONS 49 C2.18 TAXIWAY A GRADING SECTIONS 50 C2.19 TAXIWAY A GRADING SECTIONS 51 C2.20 TAXIWAY A GRADING SECTIONS 52 C2.21 TAXIWAY A GRADING SECTIONS 53 C2.22 TAXIWAY A GRADING SECTIONS 54 C2.23 TAXIWAY A GRADING SECTIONS 55 C2.24 TAXIWAY A & A7 GRADING SECTIONS PAVEMENT MARKING SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 56 C3.1 PAVEMENT MARKING PLAN 1 OF 3 57 C3.2 PAVEMENT MARKING PLAN 2 OF 3 58 C3.3 PAVEMENT MARKING PLAN 3 OF 3 59 C3.4 PAVEMENT MARKING DETAILS 1 OF 3 60 C3.5 PAVEMENT MARKING DETAILS 2 OF 3 61 C3.6 PAVEMENT MARKING DETAILS 3 OF 3 EROSION CONTROL SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 62 C5.1 EROSION CONTROL PLAN 1 OF 3 63 C5.2 EROSION CONTROL PLAN 2 OF 3 64 C5.3 EROSION CONTROL PLAN 3 OF 3 65 C5.4 EROSION CONTROL DETAILS 1 OF 3 66 C5.5 EROSION CONTROL DETAILS 2 OF 3 67 C5.6 EROSION CONTROL DETAILS 3 OF 3 STORM DRAINAGE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 68 C6.0 STORM DRAINAGE GENERAL NOTES 69 C6.1 STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 3 70 C6.2 STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 3 71 C6.3 STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 3 72 C6.4 UNDERDRAIN PLAN 1 OF 3 73 C6.5 UNDERDRAIN PLAN 2 OF 3 74 C6.6 UNDERDRAIN PLAN 3 OF 3 75 C6.7 STORM PLAN & PROFILE 1 OF 8 76 C6.8 STORM PLAN & PROFILE 2 OF 8 77 C6.9 STORM PLAN & PROFILE 3 OF 8 78 C6.10 STORM PLAN & PROFILE 4 OF 8 79 C6.11 STORM PLAN & PROFILE 5 OF 8 80 C6.12 STORM PLAN & PROFILE 6 OF 8 81 C6.13 STORM PLAN & PROFILE 7 OF 8 82 C6.14 STORM PLAN & PROFILE 8 OF 8 83 C6.15 STORM DETAILS 1 OF 4 84 C6.16 STORM DETAILS 2 OF 4 85 C6.17 STORM DETAILS 3 OF 4 86 C6.18 STORM DETAILS 4 OF 4 LIGHTING AND SIGNAGE SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 94 E0.1 ELECTRICAL SCOPE OF WORK PLAN 95 E1.1 ELECTRICAL DEMOLITION PLAN 1 OF 3 96 E1.2 ELECTRICAL DEMOLITION PLAN 2 OF 3 97 E1.3 ELECTRICAL DEMOLITION PLAN 3 OF 3 98 E2.1 ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 3 99 E2.2 ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 3 100 E2.3 ELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 3 101 E2.4 ELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLES 102 E3.1 ELECTRICAL DETAILS 1 OF 6 103 E3.2 ELECTRICAL DETAILS 2 OF 6 104 E3.3 ELECTRICAL DETAILS 3 OF 6 105 E3.4 ELECTRICAL DETAILS 4 OF 6 106 E3.5 ELECTRICAL DETAILS 5 OF 6 107 E3.6 ELECTRICAL DETAILS 6 OF 6 108 E4.1 AIRFIELD LIGHTING VAULT DEMOLITION PLAN 109 E4.2 AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN 110 E4.3 SCHEDULE D - NEW AIRFIELD LIGHTING VAULT BUILDING PLAN 111 E4.4 SCHEDULE D - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLAN 112 E5.1 TAXIWAY A CIRCUIT MAP WATER SHEET INDEX SHEET NUMBERDRAWING NUMBER DRAWING TITLE 87 C7.1 WATER IMPROVEMENTS PLAN 1 OF 5 88 C7.2 WATER IMPROVEMENTS PLAN 2 OF 5 89 C7.3 WATER IMPROVEMENTS PLAN 3 OF 5 90 C7.4 WATER IMPROVEMENTS PLAN 4 OF 5 91 C7.5 WATER IMPROVEMENTS PLAN 5 OF 5 92 C7.6 WATER DETAILS 1 OF 2 93 C7.7 WATER DETAILS 2 OF 2 R-431302 BID SCHEDULE A - BASE BID: -TAXIWAY A, A1 AND SEAPLANE RAMP PAVEMENT REHABILITATION -TAXIWAY A2, A3, A4 AND A5 PAVEMENT MILL AND INLAY REHABILITATION -INFIELD GRADING AND STORM DRAINAGE IMPROVEMENTS -TEMPORARY EROSION AND SEDIMENT CONTROL -SUBDRAIN INSTALLATION -FIRE WATER IMPROVEMENTS -AIRFIELD LIGHTING AND SIGNAGE IMPROVEMENTS -AIRFIELD STRIPING BID SCHEDULE B - ADDITIVE PAVEMENT REHABILITATION (AIP-ELIGIBLE): -WEST APRON MILL AND INLAY REHABILITATION WITHIN TAXIWAY OBJECT FREE AREA -AIRFIELD STRIPING BID SCHEDULE C - ADDITIVE PAVEMENT REHABILITATION (NON AIP-ELIGIBLE): -WEST APRON MILL AND INLAY REHABILITATION OUTSIDE TAXIWAY OBJECT FREE AREA -AIRFIELD STRIPING -ISOLATED STORM DRAINAGE IMPROVEMENTS BID SCHEDULE D - ADDITIVE LIGHTING VAULT IMPROVEMENTS (AIP-ELIGIBLE): -REPLACEMENT OF EXISTING AIRFIELD LIGHTING VAULT AND ASSOCIATED EQUIPMENT -INSTALLATION OF NEW DIRECTIONALLY DRILLED HOME RUN DUCTS BID SCHEDULE E - ADDITIVE PAVEMENT REHABILITATION (BOEING NON AIP-ELIGIBLE): -WEST APRON PAVEMENT REHABILITATION WITHIN BOEING LEASE BOUNDARY OF THE FUEL FARM AND APRON C -AIRFIELD STRIPING BID SCHEDULE F - ELECTRICAL ADDITIVE (AIP-ELIGIBLE): -ADDITIVE REPLACEMENT OF AIRFIELD LIGHTING CONDUIT AND BASECANS PHASE 1 PROJECT BID SCHEDULES THE PROJECT IS COMPOSED OF SEVERAL ADDITIVE BID SCHEDULES WITH GENERAL SCOPE ITEMS LISTED BELOW. EXCEPT WHERE NOTED OTHERWISE, ALL PROJECT ELEMENTS SHALL BE INCLUDED IN BID SCHEDULE A. 04/11/2025 DATE: APRIL 20254/14/2025 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 0 + 0 0 2+00 4 + 0 0 6+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+ 0 0 TW - A 3 S T A 0 + 0 0 . 0 0 E: 1 2 9 8 1 8 5 . 2 7 4 N: 1 8 3 4 6 1 . 5 3 3 TW - A 3 S T A 7 + 0 0 . 0 0 E: 1 2 9 8 6 3 6 . 9 3 9 N: 1 8 3 9 9 6 . 3 2 2 TW-A2 STA 6+00.00 E: 1298599.809 N: 184990.113 TW-A2 STA 0+00.00 E: 1298001.928 N: 184939.733 TW A 1 - A - A 7 S T A 5 3 + 3 0 . 8 6 E: 1 2 9 8 1 6 9 . 5 3 7 N: 1 8 5 3 3 2 . 5 4 0 TW A1-A-A7 STA 56+05.75 E: 1298329.225 N: 185521.616 R17 5 ' TW A1-A-A7 STA 58+00.00 E: 1298522.789 N: 185537.927 500 EL: 22.87 N: 185492.50 E: 1298139.39 FOUND 3" BRASS DISK "GPS-1" 501 EL: 22.75 N: 185108.23 E: 1298115.41 SET MAG MAIL W/ WASHER 512 EL: 24.77 N: 183481.01 E: 1298228.23 SET MAG NAIL W/ WASHER 513 EL: 23.88 N: 183807.41 E: 1298199.08 SET MAG NAIL W/ WASHER 514 EL: 23.98 N: 184126.15 E: 1298181.67 SET MAG NAIL W/ WASHER 515 EL: 23.42 N: 184492.60 E: 1298164.12 SET MAG NAIL W/ WASHER 516 EL: 21.99 N: 184820.77 E: 1298139.96 SET MAG NAIL W/ WASHER 517 EL: 24.11 N: 185628.33 E: 1298446.40 FOUND MONUMENT "300" 518 EL: 22.65 N: 185416.86 E: 1298290.03 SET SCRIBED "X" 519 EL: 21.50 N: 185095.22 E: 1298359.60 SET SCRIBED "X" 520 EL: 21.53 N: 184841.28 E: 1298381.07 SET SCRIBED "X" 521 EL: 22.56 N: 184551.26 E: 1298410.53 SET SPIKE W/ CAP 522 EL: 23.47 N: 184247.02 E: 1298429.15 SET SCRIBED "X" 523 EL: 23.20 N: 183758.98 E: 1298375.89 SET SCRIBED "X" 524 EL: 23.66 N: 183555.27 E: 1298495.26 SET SPIKE W/CAP 525 EL: 23.74 N: 183348.07 E: 1298504.51 SET SPIKE W/CAP 539 EL: 24.13 N: 185329.36 E: 1298471.84 FOUND MAG NAIL 540 EL: 22.28 N: 185177.34 E: 1298241.01 FOUND MONUMENT "1270" TW-A3 STA 2+00.00 = TW A1-A-A7 STA 36+06.56 TW-A2 STA 2+00.00 = TW A1-A-A7 STA 49+53.51 AH E A D LA N E ON E 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 TW A1-A-A7 STA: 3+86.75 OFF: 43.86'L TW A1-A-A7 STA: 4+22.10 OFF: 129.26'L TW A1-A-A7 STA: 3+69.06 OFF: 201.29'L TW A1-A-A7 STA: 3+30.11 OFF: 136.32'L SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 0 SCALE 1" = 100 200 100' N MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY SITE & SURVEY CONTROL PLAN G1.1 03 OF 112 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 PRELIMINARY AS-BUILT SURVEY AREA, SEE NOTE 12 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.R-431303 SURVEY NOTES CONT. 12. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR THE PRELIMINARY AS-BUILT SURVEY AREA. 04/11/2025 DATE: APRIL 20254/14/2025 0+ 0 0 2+ 0 0 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 25 0 ' 50 0 ' 20 0 ' 40 0 ' 75 ' 15 0 ' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY & PHASING OVERVIEW 1 OF 2 G2.1 04 OF 112 G2.1 1 SCALE: 1" = 100' WORK AREA OVERVIEW PLAN RUNWAY 16-34 STAGING AREA 4 TAXIWAY B6 TAXIWAY B5 TAXIWAY B4 TAXIWAY A5 TAXIWAY A4 TAXIWAY B7 TAXIWAY A7 WA 2 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 LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) CLCLCL TAXIWAY A6 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 R-431304R-431304 GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION. 2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR. 3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN LEGEND FOD BARRIER STAGING AREA WORK AREA BOUNDARY WORK AREA BOUNDRY (RUNWAY CLOSED) WORKING AREA LABEL WORKING AREA LABEL (RUNWAY CLOSED) LOW LEVEL BARRICADE SEE DETAIL TUBULAR MARKERS CONSTRUCTION ACCESS/ HAUL ROUTE (BADGE REQUIRED) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X WA F2 WA F1 4/14/2025 '$TE $3RI/ 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY & PHASING OVERVIEW 2 OF 2 G2.2 05 OF 112 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 PERIME T E R R D PLACE LIGHTED 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 R-431305R-431305 GENERAL NOTES 1.EXISTING RUNWAY LEAD IN MARKING TO BE TEMPORARILY BLACKED OUT AND REPLACED IN THE SAME LOCATION. 2.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR. 3.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS. LEGEND FOD BARRIER STAGING AREA WORK AREA BOUNDARY WORK AREA BOUNDRY (RUNWAY CLOSED) WORKING AREA LABEL WORKING AREA LABEL (RUNWAY CLOSED) LOW LEVEL BARRICADE SEE DETAIL TUBULAR MARKERS CONSTRUCTION ACCESS/ HAUL ROUTE (BADGE REQUIRED) AIRPORT ESCORTED CONSTRUCTION ACCESS/ HAUL ROUTE AIRCRAFT ROUTE AOA SECURITY GATE GUARD/TRAFFIC CONTROL FLAGGER FOD FOD WA X WA RX T 2 G2.4 1 G2.4 TEMPORARY CONSTRUCTION FENCE X X X 4/14/2025 '$TE $3RI/ SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 GENERAL WORK AREA NOTES: 1.THE CONTRACTOR SHALL BE RESTRICTED TO USE THE ENTRANCE AND HAULING ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. NO PERSONAL VEHICLES SHALL BE ALLOWED OUTSIDE OF THE STAGING AREA. THE AIRPORT MAY IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROM THE SITE IN VIOLATION OF AIRPORT SAFETY PROCEDURES. 2.CONTRACTOR SHALL AVOID IMPACTS TO AIRFIELD LIGHTING AND PAVEMENTS OUTSIDE WORK AREA. CONTRACTOR SHALL PROVIDE TEMPORARY CONNECTIONS TO KEEP ELECTRICAL SYSTEMS ENERGIZED OUTSIDE OF THE WORK AREA AT NO COST TO AIRPORT. 3.LIMIT EQUIPMENT HEIGHT TO 12' FEET UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4.LIMIT STOCK PILES TO 10' IN HEIGHT AND AT LEAST 320' FROM RUNWAY CENTERLINE AND 62' FROM TAXIWAY CENTERLINE. STOCK PILES SHALL NOT PENETRATE PART 77 SURFACES AS SHOWN IN THESE PLANS. 5.IN THE EVENT OF AN EMERGENCY, MOVE ALL EQUIPMENT AND PERSONNEL TO THE CONTRACTOR'S STAGING AREA UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6.ACCESS TO ANY WORK AREA MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO WORK IN THAT AREA. NOTIFY THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO BEGINNING WORK IN ANY AREA. 7.PLACE LOW LEVEL BARRICADES, FOD BARRIER, AND TUBULAR MARKERS AS SHOWN AND DESCRIBED IN SECTION C-103 OF THE SPECIFICATIONS. ADDITIONALLY, LOW LEVEL BARRICADES SHALL BE PLACED AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURES (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). 8.FOR RUNWAY CLOSURE, PLACE CONTRACTOR-PROVIDED ILLUMINATED CLOSURE CROSSES AS SHOWN. DISENGAGE LIGHTING SYSTEM, BEACON, REILS, RUNWAY 16 PAPI, RUNWAY 34 PAPI, AND WINDCONE DURING RUNWAY CLOSURE(S). 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 C-103, AIRPORT SAFETY, IN THE TECHNICAL SPECIFICATIONS. 11.MAINTAIN PUBLIC ACCESS TO ALL AIRPORT FACILITIES AND OPERATION AREAS, OUTSIDE OF CLOSED WORK AREAS, AT ALL TIMES. 12.THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE AIRFIELD AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY AMBULANCE AND MEDI-VAC OPERATIONS. DURING MEDICAL EVACUATION EMERGENCIES CONTRACTOR SHALL MOVE ALL WORKERS AND EQUIPMENT TO THE STAGING AREA. 13.THE CONTRACTOR SHALL DISENGAGE LIGHTING CIRCUITS, DARKEN LIGHT FIXTURES, AND COVER GUIDANCE SIGNS AS DIRECTED BY THE AIRPORT OR ENGINEER TO PREVENT AIRCRAFT FROM TAXIING TOWARDS CLOSED WORK AREAS. 14.STAGING AREAS 1, 1A, 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. 16.AIRPORT WILL ISSUE NOTAMS FOR ALL RUNWAY CLOSURES AND OPERATIONAL IMPACTS. WORK IN SAFETY AREAS AND OBJECT FREE AREAS: 1.NO WORK IS ALLOWED IN ACTIVE RUNWAY AND TAXIWAY SAFETY AREAS. RUNWAY SAFETY AREA (RSA) AND TAXIWAY SAFETY AREA (TSA) ARE DEFINED AS AREAS THAT SHALL BE CLEARED AND GRADED AND HAVE NO RUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS. THE MAXIMUM SLOPE ANYWHERE WITHIN A RUNWAY OR TAXIWAY SAFETY AREA SHALL BE 5%. IN TRANSITIONS FROM PAVED TO UNPAVED AREAS, A 1.5 INCH VERTICAL DROP IS ALLOWED. THE RUNWAY AND TAXIWAY SAFETY AREAS SHALL BE MAINTAINED AT ALL TIMES WHEN THE RUNWAY AND TAXIWAY ARE OPEN TO AIR TRAFFIC. PERSONNEL, EQUIPMENT, OR MATERIAL WITHIN A RUNWAY SAFETY AREA AT ANY TIME REQUIRES A CLOSURE. SAFETY AREAS THAT ARE CLOSED FOR CONSTRUCTION MUST MEET THESE CRITERIA PRIOR TO REOPENING. 2.THE CONTRACTOR SHALL ANTICIPATE THE CONSTRUCTION OF TEMPORARY FILLS, COMPACTION, AND GRADING TO MEET THE REQUIREMENTS OF "WORK IN SAFETY AREAS AND OBJECT FREE AREAS", PRIOR TO REOPENING RUNWAYS AND TAXIWAYS. THIS WORK IS CONSIDERED INCIDENTAL TO VARIOUS WORK ITEMS AND SEPARATE PAYMENT WILL NOT BE MADE. 3.CONTRACTOR SHALL NOT ENTER ANY ACTIVE RSA OR TSA WITHOUT AUTHORIZATION FROM THE AIRPORT. ALL EQUIPMENT, TOOLS, AND MATERIALS SHALL BE MOVED TO STAGING AREAS PRIOR TO REOPENING A RUNWAY OR TAXIWAY. 4.SAFETY AREA LIMITS TAXIWAY - 39.5' FROM RUNWAY 16-34 - 75' FROM 5.RUNWAY AND TAXIWAY OBJECT FREE ZONES ARE DEFINED AS AREAS THAT SHALL BE CLEAR OF FIXED OR MOVABLE OBJECTS. NO WORK MAY OCCUR IN TAXIWAY OBJECT OBJECT FREE AREAS UNLESS THE TAXIWAY IS CLOSED TO AIRCRAFT TRAFFIC. NO STORAGE OF EQUIPMENT, MATERIALS OR STOCKPILES IS ALLOWED WITHIN TAXIWAY OBJECT FREE AREAS. 6.OBJECT FREE AREA LIMITS TAXIWAYS - 62' FROM RUNWAY 16-34 - 250' FROM 7.RUNWAY AND TAXIWAY SAFETY AREA AND RUNWAY AND TAXIWAY OBJECT FREE AREA CRITERIA MUST BOTH BE MET PRIOR TO OPENING AN IMPACTED RUNWAY OR TAXIWAY. 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 - PHASE 1 ·SCHEDULE B: ADDITIVE PAVEMENT REHABILITATION - PHASE 1 (AIP ELIGIBLE) ·SCHEDULE C: ADDITIVE PAVEMENT REHABILITATION - PHASE 1 (NON-AIP ELIGIBLE) ·SCHEDULE D: ADDITIVE LIGHTING VAULT IMPROVEMENTS - PHASE 1 (AIP-ELIGIBLE) ·SCHEDULE E: ADDITIVE PAVEMENT REHABILITATION - PHASE 1 (BOEING NON-AIP ELIGIBLE) ·SCHEDULE F: ELECTRICAL ADDITIVE - PHASE 1 (AIP-ELIGIBLE) 1.WORK AREA 1 - SCHEDULE A, SCHEDULE D, & SCHEDULE F 2.WORK AREA 2 - SCHEDULE B, SCHEDULE C, SCHEDULE D, & SCHEDULE E 3.WORK AREA 3A - SCHEDULE A, SCHEDULE B, SCHEDULE C, SCHEDULE E, & SCHEDULE F 4.WORK AREA 3B - SCHEDULE A, SCHEDULE B, SCHEDULE C, SCHEDULE E, & SCHEDULE F 5.WORK AREA 4 - SCHEDULE A, SCHEDULE B, & SCHEDULE C, & SCHEDULE F 6.WORK AREA 5 - SCHEDULE A, SCHEDULE B, & SCHEDULE C, & SCHEDULE F 7.WORK AREA R1 - SCHEDULE A & SCHEDULE F 8.WORK AREA R3 - SCHEDULE A & SCHEDULE F 9.WORK AREA R4 - SCHEDULE A & SCHEDULE F 10.WORK AREA R5 - SCHEDULE A & SCHEDULE F 11.WORK AREA F1 - SCHEDULE A 12.WORK AREA F2 - SCHEDULE A TOTAL CONSTRUCTION TIME = 135 DAYS (SEE NOTE 4) WA 1 = 35 DAYS (S E E N O T E 6 ) B E G I N W O R K 2 0 2 6 EN D W O R K 2 0 2 6 NOTES: 1.THE WORD "DAYS" IN THIS DETAIL REFERS TO CONTINUOUS CALENDAR DAYS. 2.WA F1 SHALL BE PERFORMED CONCURRENTLY WITHIN THE CONSTRUCTION TIME OF WA 1 (35 DAYS). 3.WA F2 SHALL BE PERFORMED IN 5 CONTINUOUS CALENDAR DAYS AT ANY POINT CONCURRENTLY WITHIN CONSTRUCTION TIME OF WA 1 (35 DAYS). 4.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 2027. THE CONTRACTOR SHALL ANTICIPATE PERFORMING THIS WORK AT NO ADDITIONAL COST TO THE OWNER, REGARDLESS OF THE TIMING OF APPLICATION. WITHIN THE 2-CALENDAR DAY PERIOD, THE RUNWAY WILL BE CLOSED FOR (1) PERIOD FROM 12:00PM TO 10:00PM. 5.WA 2 AND WA R1 MAY BE CONCURRENT WITH THE ALLOWABLE CONTRACT TIMELINE CONSTRAINTS. 6.PROCUREMENT OF ELECTRICAL EQUIPMENT AND INSTALLATION OF NEW AIRFIELD LIGHTING VAULT (SCHEDULE D), IF AWARDED, WILL INCLUDE A NOTICE TO PROCEED IN AUGUST OR SEPTEMBER 2025. SEE THE CALL FOR BIDS. INSTALLATION OF THE NEW AIRFIELD LIGHTING VAULT SHALL BE COMPLETE IN 5 CONTINUOUS CALENDAR DAYS (MONDAY-FRIDAY) AND SHALL NOT COUNT TOWARDS THE OVERALL CONTRACT TIME. IF THE INSTALLATION OF THE NEW AIRFIELD LIGHTING VAULT IS NOT COMPLETE IN 5 CONTINUOUS CALENDAR DAYS, LIQUIDATED DAMAGES WILL BE ASSESSED. WA 2 = 7 DAYS WA 3A = 21 DAYS WA 4 = 21 DAYS WA 5 = 21 DAYS WA R1 = 14 DAYS WA R4 = 14 DAYS TR A N S I T I O N A L SU R F A C E S = 7 : 1 T R A N S I T I O N A L S U R F A C E S = 7 : 1 CL CL PART 77 SURFACE EXISTING GROUND PROFILE GRADE AT RUNWAY CENTERLINE CONTRACTOR STOCKPILED MATERIAL AND EQUIPMENT SHALL NOT PENETRATE PART 77 SURFACE, NOR SHALL IT BE LEFT UNATTENDED WITHIN OBJECT FREE ZONES. RUNWAY 16-34 (250') CL WA F1 = 35 DAYS, WA F2 = 5 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: ·BOEING C APRON AT ALL TIMES; ·ACCESS TO THE GA RAMP AT ALL TIMES; ·ACCESS TO THE HANGAR COMPLEX AT ALL TIMES; ·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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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 ORANGE / WHITE STRIPE HIGH REFLECTIVE SHEETING BATTERY OR SOLAR POWERED RED LENS STANDARD BARRICADE LIGHT ELEVATION FILL WITH WATER OR SAND ORANGE BODY NOTES: 1.BARRICADES SHALL MEET THE REQUIREMENTS OF AC 150/5370-2, CURRENT EDITION. 2.PLACE BARRICADE PER THE PLANS OR AS DIRECTED BY THE ENGINEER. 3.BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, FILLING, EMPTYING, MOVING, MAINTAINING AND PROTECTING BARRICADES THROUGHOUT THE DURATION OF THE PROJECT. 4.LIGHTS ARE TO BE NO FARTHER APART THAN 10' WHEN PLACED. 5.BARRICADES SHALL BE COVERED WITH REFLECTIVE SHEETING OR OTHER MATERIAL APPROVED BY THE ENGINEER. 6.BARRICADES SHALL BE APPROPRIATELY WEIGHTED DOWN TO RESTRICT MOVEMENT FROM HIGH WINDS OR PROP WASH. SELF-CONNECTING PINS 8' - 0" MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY AND PHASING NOTES & DETAILS 2 OF 2 G2.4 07 OF 112 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 METAL PLATES AT LEAST 50 LBS AND NO TALLER THAN 3" OR OTHER METHODS APPROVED BY THE ENGINEER TO SECURE CLOSURE CROSSES. YELLOW TW C E N T E R L I N E 30 ' 5' 12 . 5 ' R-431307 18 POUND RING TRAFFIC WORKS TD5100 DELINEATOR OR EQUAL. SPACE AT 10' O.C. 48 . 5 " G2.4 4 NO SCALE TUBULAR MARKER DETAIL (CANDLESTICK) 4/14/2025 '$TE $3RI/ 17+00 18+00 19+00 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 ' 1100' 10 2 ' TW A1-A-A7 STA: 22+30 OFF: 33' L TW A1-A-A7 STA: 21+00 OFF: 101' R 76 ' 80' ///////////////////////////////////////////////////////// 10 2 ' 350' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 0 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 MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY & PHASING WORK AREA 1 AND R1 G2.5 08 OF 112 TAXIWAY A4 T 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 (APPROXIMATELY 4 SIGNS) SEE NOTE 4 LEGEND TEMPORARY BLACKOUT PAVEMENT MARKING 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 1 AND 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. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 4.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. 7.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUT LINE. 8.PLACE LOW LEVEL BARRICADES AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURE (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). REMOVE LOW LEVEL BARRICADES OUTSIDE OF ACTIVE WORK AREAS AT THE CONCLUSION OF EACH RUNWAY CLOSURE. WHEN WORK OCCURS IN WA 1 AND 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 R-431308 SEE NOTE 7 REFER TO DEMOLITION PLANS FOR PAVEMENT MARKING REMOVAL PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) W PERIMETER RD SEE NOTE 8 (TYP) 4/14/2025 '$TE $3RI/ 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+18 OFF: 175' 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 - PHASE 1 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 . 6 C O N S T R U C T I O N S A F E T Y A N D P H A S I N G P L A N P H A S E 2 . d w g 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 2 G2.6 WORK AREA 2 PLAN SCALE: 1" = 50' MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY & PHASING WORK AREA 2 G2.6 09 OF 112 TAXIWAY A5 GATE V-5 TAXIWAY A WA 2 T TAXIWAY A4 T GATE V-5 STAGING AREA 3 STAGING AREA 4 LEGEND TEMPORARY BLACKOUT PAVEMENT MARKING 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 (APPROXIMATELY 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. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 4.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 5.BOEING LEASE AREA EXTENDS APPROXIMATELY 10' FROM FENCE BOUNDARY AND/OR CONCRETE HARDSTAND. WORK WITHIN BOEING LEASE AREA REQUIRES BOEING BADGING PRIOR TO ENTRY. 6.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUT LINE. 7.PLACE LOW LEVEL BARRICADES AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURE (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). REMOVE LOW LEVEL BARRICADES OUTSIDE OF ACTIVE WORK AREAS AT THE CONCLUSION OF EACH RUNWAY CLOSURE. 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 KEEP TAXIWAY CLOSURE CROSS IN PLACE AT CONCLUSION OF EACH WORK DAY 3 G2.4 WHEN WORK OCCURS IN WA 2, PLACE TAXIWAY CLOSURE PER KEEP TAXIWAY CLOSURE CROSS IN PLACE AT CONCLUSION OF EACH WORK DAY 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) R-431309 ± 230' SEE NOTE 6 RUNWAY 16-34 W PERIMETER RD PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) SEE NOTE 7 (TYP) 4/14/2025 '$TE $3RI/ 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 /////////////////////// / / / / / / //////////////////////////// 350' SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY & PHASING WORK AREA 3A, 3B AND R3 G2.7 10 OF 112 FOR THE DURATION OF WA 3 AND R3 SEE NOTE 1 FOR THE DURATION OF WA 3 AND R3 SEE NOTE 3 (APPROXIMATELY 2 SIGNS) SEE NOTE 4 LEGEND TEMPORARY BLACKOUT PAVEMENT MARKING 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 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. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 4.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 APPROXIMATELY 10' FROM CONCRETE HARDSTAND. 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. 9.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUT LINE. 10.PLACE LOW LEVEL BARRICADES AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURE (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). REMOVE LOW LEVEL BARRICADES OUTSIDE OF ACTIVE WORK AREAS AT THE CONCLUSION OF EACH RUNWAY CLOSURE. 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 PLACE TAXIWAY CLOSURE CROSS PER WHEN WORK OCCURS IN WA R3, PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF WORK DAY 3 G2.4 SEE 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 R-431310 0 SCALE 1" = 50'100' 50' N SEE NOTE 4 SEE NOTE 4 SEE NOTE 9 PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) W PERIMETER RD SEE NOTE 10 (TYP) 4/14/2025 '$TE $3RI/ 50+00 51+00 52+00 53+00 54+ 0 0 5 5 + 0 0 5 6 + 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 ' / /// / / / / / / / / 300' RSA, SEE NOTE 7 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY & PHASING WORK AREA 4, R4, 5 AND R5 G2.8 11 OF 112 FOR THE DURATION OF WA 5 AND R5 SEE NOTE 1 FOR THE DURATION OF WA 4 AND R4 SEE NOTE 1 T LEGEND TEMPORARY BLACKOUT PAVEMENT MARKING 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 (APPROXIMATELY 2 SIGNS) FOR THE DURATION OF WA 5 AND R5 SEE NOTE 3 (APPROXIMATELY 2 SIGNS) 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. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 4.ADJUST LOW LEVEL BARRICADES AS NEEDED TO ACCOMMODATE CONSTRUCTION EQUIPMENT, UP TO 15'. VERIFY WITH RPR PRIOR TO PLACING. (TYP) 5.PLACE TUBULAR MARKERS WHEN RUNWAY CLOSED. WHEN RUNWAY OPEN, MOVE ALL TUBULAR MARKERS OUTSIDE ROFZ. 6.END TEMPORARY BLACK OUT PAVEMENT MARKING AT SAWCUT LINE. 7.CONTRACTOR TO COORDINATE WORK WITH RPR DURING WA R5 TO ALLOW COORDINATION WITH AIRPORT AND AIR TRAFFIC CONTROL TOWER TO TEMPORARILY REDUCE THE RUNWAY 16-34 DECLARED DISTANCES. SEE TABLE 1. 8.PLACE LOW LEVEL BARRICADES AT HOLD LINE WHEN WORK OCCURS IN WA 5 BUT NOT IN WA R5. 9.PLACE LOW LEVEL BARRICADES AT ALL CONNECTOR TAXIWAY HOLD LINES DURING RUNWAY CLOSURE (APPROXIMATELY 850 LINEAR FEET TOTAL LENGTH). REMOVE LOW LEVEL BARRICADES OUTSIDE OF ACTIVE WORK AREAS AT THE CONCLUSION OF EACH RUNWAY CLOSURE. BUILDING 850/ BHC BUILDING 860/ NW SEAPLANES STAGING AREA 1A SEE NOTE 5WHEN WORK OCCURS IN WA 4, PLACE TAXIWAY CLOSURE CROSS PER SEE NOTE 4 (TYP) SEE NOTE 4 (TYP) STAGING AREA 1A 3 G2.4 WHEN WORK OCCURS IN WA 5, PLACE TAXIWAY CLOSURE CROSS OUTSIDE WA R5 AND RSA PER R-431311 0 SCALE 1" = 50'100' 50' N WHEN WORK OCCURS IN WA R4, PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF WORK DAY. 3 G2.4 ± 120' SEE NOTE 6 SEE NOTE 6 WHEN WORK OCCURS IN WA R5, PLACE TAXIWAY CLOSURE CROSS AT CONCLUSION OF WORK DAY. PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) PLACE LIGHTED RUNWAY CLOSURE "X" OVER RUNWAY NUMERALS DURING RUNWAY CLOSURE (TYP) W P E R I M E T E R R D W P E R I M E T E R R D SEE NOTE 5 TABLE 1: WORK AREA R5 DECLARED DISTANCES: TAKEOFF RUN AVAILABLE (TORA) RUNWAY 16 - 5198'; RUNWAY 34 - 5382' TAKEOFF DISTANCE AVAILABLE (TODA) RUNWAY 16 - 5198'; RUNWAY 34 - 5382' ACCELERATE-STOP DISTANCE AVAILABLE (ASDA) RUNWAY 16 - 4864'; RUNWAY 34 - 4898' LANDING DISTANCE AVAILABLE (LDA) RUNWAY 16 - 4564'; RUNWAY 34 - 4558' BUILDING 860/ NW SEAPLANES SEE NOTE 8 AND 9 SEE NOTE 9 (TYP) 4/14/2025 '$TE $3RI/ 25+00 26+00 27+00 28+00 29+00 30+00 31+00 TW A1-A-A7 STA: 29+70 OFF: 187' 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' L TW A1-A-A7 STA: 27+01 OFF: 292' L TW A1-A-A7 STA: 27+01 OFF: 243' L TW A1-A-A7 STA: 27+29 OFF: 103' L TW A1-A-A7 STA: 29+70 OFF: 104' L X TW A1-A-A7 STA: 27+29 OFF: 243' L 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 RUNWAY 16-34 2 G2.9 WORK AREA F1 PLAN SCALE: 1" = 50' 1 G2.9 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 MARCH 2025 35022.008.02 AS NOTED JNR SAS GJR CONSTRUCTION SAFETY & PHASING WORK AREA F1 AND F2 G2.9 12 OF 112 SEE NOTE 3 GENERAL NOTES 1.LIGHTED RUNWAY CLOSURE X'S SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED AT THE EXPENSE OF THE CONTRACTOR. 2.COVER LIGHTED GUIDANCE SIGNS REFERENCING CLOSED TAXIWAYS. COVER MAY NOT BE TRANSPARENT. ATTACH COVER TO SIGN SECURELY TO PREVENT FOD. DO NOT ATTACH THE COVER IN A PERMANENT OR ALTERING MANNER TO THE SIGN. 3.REFER TO WATERLINE SEQUENCING AND PHASING NOTES ON DRAWING G2.3 FOR CLOSURE DURATIONS IMPACTING PERIMETER ROAD. WORK WILL REQUIRE FULL CLOSURE OF WEST PERIMETER ROAD AND WATER CONNECTION TO CITY MAIN. 4.BOEING LEASE AREA EXTENDS APPROXIMATELY 10' FROM FENCE BOUNDARY AND/OR CONCRETE HARDSTAND. WORK WITHIN BOEING LEASE AREA REQUIRES BOEING BADGING PRIOR TO ENTRY. 5.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 4 ATCT BUILDING 622/ PSE BUILDING 5-45/ BOEING FUEL BUILDING 750 SEE NOTE 5 SEE NOTE 5 W PERIMETER RD R-431312 0 SCALE 1" = 50'100' 50' N 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 W PERIMETER RD 4/14/2025 '$TE $3RI/ 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: 39.50' 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 1 OF 3 C0.1 13 OF 112 LEGEND LEGEND CONT. 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 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 (SCHEDULE A). 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 STRIPING REMOVAL LIMITS SHALL MATCH LIMITS OF NEW STRIPING AIRPORT-CITY 600 PARCEL HANGARS NW SEAPLANES 608 PARCEL MAINTENANCE BULDING PRO-FLIGHT 750 PARCEL APRON REFER TO PHASING DRAWINGS FOR TEMPORARY DISPOSITION OF LEAD IN STRIPING R-431313R-431313 REMOVE "ONE LANE AHEAD" INSCRIPTION DATE: APRIL 20254/14/2025 MP H 15 MP H 15 MP H 15 MP H 1 5 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 2 OF 3 C0.2 14 OF 112 LEGEND LEGEND CONT. 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 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 (SCHEDULE A). 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 R-431314R-431314 DATE: APRIL 20254/14/2025 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 5 6 + 0 0 57 + 0 0 58 + 0 0 TW A1-A-A7 STA: 48+00.00 OFF: 39.50' 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+37.51 OFF: 83.34' 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: 39.50' L TW A1-A-A7 STA: 54+36.82 OFF: 113.24' L TW A1-A-A7 STA: 56+30.49 OFF: 83.34' R TW A1-A-A7 STA: 53+18.21 OFF: 39.50' L SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION PLAN 3 OF 3 C0.3 15 OF 112 LEGEND LEGEND CONT. 8 TO 14 INCH HMA PAVEMENT REMOVAL, SEE DETAIL 1/C0.4 AND GENERAL NOTE 4 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 (SCHEDULE A). 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. INCIDENTAL TO CONSTRUCTION STAKING BID ITEM. 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 R-431315R-431315 PARTIAL DEPTH SAWCUT, CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID CUTTING THROUGH BURIED PCC. REFER TO SECTION DATE: APRIL 20254/14/2025 EXISTING HMA SURFACE COURSE, THICKNESS VARIES PER PLAN BURIED PCC AND/OR HMA PAVEMENT, THICKNESS VARIES 1 TO 10 INCHES NOTES: 1.EXISTING BURIED PCC IS PREDOMINANTLY UNREINFORCED, BUT AREAS CONTAINING REINFORCEMENT MAY OCCUR. PAVEMENT PANELS MAY ALSO BE DOWELED OR TIED. 2.CONDITIONS MAY OCCUR WHERE PROPOSED SUBGRADE FALLS IN THE MIDDLE OF A BURIED PAVEMENT LAYER. IN THIS SITUATION, FULL BURIED PAVEMENT THICKNESS SHALL BE REMOVED. BACKFILL OF THE RESULTING VOID TO PROPOSED SUBGRADE SHALL BE PAID AS EMBANKMENT IN PLACE. 3.ANY SAWCUTTING REQUIRED FOR REMOVAL OF BURIED PCC OR HMA PAVEMENT SHALL BE INCIDENTAL TO THE UNCLASSIFIED EXCAVATION - WITH PCC UNDERLAYMENT BID ITEM. 4.CONTRACTOR MAY ENCOUNTER AREAS WHERE HMA PAVEMENT IS OVERLAID DIRECTLY ON TOP OF PCC UNDERLAYMENT. NO CHANGE IN HOW REMOVALS ARE PAID WILL BE MADE IN THIS SCENARIO. REMOVAL OF ALL MATERIALS BELOW THE ASPHALT SURFACE COURSE WILL BE PAID PER THE APPLICABLE UNCLASSIFIED EXCAVATION BID ITEM. EXISTING BASE / SUBGRADE UNCLASSIFIED EXCAVATION - WITH PCC UNDERLAYMENT UNCLASSIFIED EXCAVATION - WITHOUT PCC UNDERLAYMENT PROPOSED SUBGRADE, SEE NOTE 2 RE M O V A L P A I D A S A S P H A L T PA V E M E N T R E M O V A L RE M O V A L P A I D A S U N C L A S S I F I E D EX C A V A T I O N , S E E N O T E 4 PROPOSED FINISHED GRADE MILLED SURFACE VARIABLE DEPTH MILLING, SEE NOTE 1 NOTES: 1.MILLING DEPTH SHALL BE EITHER 1-INCH OR FINISHED GRADE MINUS NOMINAL OVERLAY THICKNESS, WHICHEVER IS GREATER. NOMINAL MILLING DEPTH REFERRED TO IN THE PLANS IS BASED ON MINIMUM OVERLAY THICKNESS. REFER TO MILLING PLANS FOR EXACT DEPTHS. 2.AREAS WHERE MILLING EITHER PUNCHES THROUGH EXISTING ASPHALT OR LEAVES BEHIND A THIN SECTION OF ASPHALT THAT BREAKS APART SHALL BE SAW CUT TO FORM A CLEAN EDGE, PREPARED AND RECOMPACTED IN ACCORDANCE WITH P-152. THIS WORK SHALL BE PAID FOR AS "OVERLAY BASE PREPARATION". ANY SAW CUTTING AND REMOVAL OF DAMAGED PAVEMENT SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. ANY ASPHALT LEVELING COURSE REQUIRED TO LEVEL OUT VERTICAL EDGES IN THE SURFACE TO BE OVERLAID SHALL BE COORDINATED IN THE FIELD WITH THE RPR. 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION DETAILS 1 OF 2 C0.4 16 OF 112 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 R-431316R-431316 DATE: APRIL 20254/14/2025 4" STRIPPING DEPTHEXISTING TURF SURFACE SEE NOTE 1NOTE: 1.EXISTING AREAS TO BE STRIPPED MAY CONTAIN AREAS OF CONCRETE, BURIED ASPHALT, OR AGGREGATE WITH BITUMINOUS SURFACE TREATMENT OF VARYING THICKNESS. REMOVAL OF THIS MATERIAL SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE PAY ITEMS. INITIAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 TOP OF EXISTING PAVEMENT OR TOP OF MILLED SURFACE ASPHALT PAVEMENT REMOVAL LIMITS 6' MINIMUM TO 12' MAXIMUM, SEE NOTE 2 PIPE OR DUCT TRENCH WIDTH 1' TYP.1' MIN. FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 PROTECT EXISTING BASE MATERIAL NOTES: 1.WHEN BURIED PCC IS ENCOUNTERED DURING TRENCHING ACTIVITIES, REFER TO DETAIL 8, THIS SHEET, FOR FURTHER REQUIREMENTS. 2.REMOVAL OF ALL MATERIAL WITHIN THE PIPE OR DUCT TRENCHING ZONE SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS. 3.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 OR TYPE 2 REHABILITATION. PIPE OR DUCT TRENCHING ZONE. SEE NOTES 1 & 2. REFER TO WATER, DRAINAGE AND ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. 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 WIDTH 8'8' 1' TYP. WHEN NO PCC JOINT ENCOUNTERED BETWEEN INITIAL SAWCUT AND FINAL REMOVAL LIMITS CUT PCC JOINT BACK 1' MIN. WHEN PCC JOINT ENCOUNTERED CLOSER THAN 7 FEET FROM INITIAL SAWCUT 6' MIN. TOP OF EXISTING PAVEMENT OR TOP OF MILLED SURFACE FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 FINAL SAWCUT (TYP. EACH SIDE), SEE GENERAL REMOVAL NOTE 1 ASPHALT PAVEMENT REMOVAL LIMITS NOTES: 1.REMOVAL OF ALL MATERIAL WITHIN THE PIPE OR DUCT TRENCHING ZONE SHALL BE CONSIDERED INCIDENTAL TO THE APPLICABLE PIPE OR CONDUIT INSTALLATION PAY ITEMS. 2.REMOVAL OF ALL MATERIAL WITHIN THE UNDERLAYMENT REMOVAL ZONE (REGARDLESS OF DEPTH) SHALL BE CONSIDERED INCIDENTAL TO THE TRENCH UNDERLAYMENT REMOVAL AND RESTORATION PAY ITEM. 3.THIS DETAIL IS INTENDED FOR USE IN AREAS OUTSIDE TYPE 1 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. 2.WHERE PAVEMENT REMOVAL ABUTS PCC PAVEMENT, INITIAL SAWCUT IS NOT REQUIRED. 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 9.3' PAVEMENT REMOVAL (SCHEDULE B OR C PER PLAN) PAVEMENT REMOVAL (SCHEDULE E), WIDTH VARIES PER PLAN LIMITS OF SCHEDULE B OR C REMOVAL, SEE PLAN C0.4 1 1'1' 81' TO TAXIWAY A CENTERLINE SEE NOTE 2 AGGREGATE BASE REMOVAL (SCHEDULE E) FOR STEPPED TRANSITION DIMENSIONS, REFER TO DETAIL FOR ADDITIONAL REMOVAL REQUIREMENTS, SEE DETAIL C1.10 11 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. 2.WHERE PAVEMENT REMOVAL ABUTS PCC PAVEMENT, INITIAL SAWCUT IS NOT REQUIRED. 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 SEE NOTE 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT DEMOLITION DETAILS 2 OF 2 C0.5 17 OF 112 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) R-431317R-431317 DATE: APRIL 20254/14/2025 UD UD UD UD U D UD UD UD UD UD UD UD UD UD U D UD UD UD 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 AH E A D LA N E ON E ST O P 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+ 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 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 0+ 5 0 1+5 0 2+5 0 3+5 0 4+5 0 5+5 0 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 GR A D E B R E A K 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) FINISHED GRADE EXISTING GRADE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A PLAN & PROFILE STA 22+50 TO 32+80 C1.1 18 OF 112 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 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. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE A). 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 15 C1.11 15 AIRPORT-CITY 600 PARCEL HANGARS MATCH OVERLAY TO EXISTING EOP MATCH TO MILLING LIMITS PROVIDED IN DEMOLITION PLANS C1.11 14 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 R-431318 DATE AP5,L54/14/2025 UD UD UD U D UD UD UD UD UD UD UD UD UD UD UD UD U D UD UD UD UD UD 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 AH E A D LA N E ON E 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 SD SD SD SDSDSDSDSDSD SD S D S D SD SD S D S D S D P P P P P P P P P P P P P P P P P PTW 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 (TO BE ABANDONED)WATER CROSSING (ABANDONED)FINISHED GRADE EXISTING GRADE STORM CROSSINGSTORM CROSSING SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A PLAN & PROFILE STA 32+80 TO 45+20 C1.2 19 OF 112 C1.2 1 SCALE: 1" = 40' PLAN C1.2 2 SCALE: 1" = 40'H | 1" = 4'V PROFILE LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE 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. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE A). RUNWAY 16-34 TAXIWAY A TAXIWAY A3 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 15 C1.9 7 C1.9 8 OR C1.11 15 C1.10 12 OR C1.10 11 BOEING C RAMP 770 PARCEL RAINIER FLIGHT 800/820 PARCEL APRON PRO-FLIGHT 750 PARCEL APRON R-431319 DATE AP5,L54/14/2025 UD UD UD UD UD UD UD UD U D U D UD UD UD UD UD U D U D U D UD UD U D 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 5 6 + 0 0 MP H 15MP H 15 44+50 45+50 46+50 47+50 48+50 49+50 50+50 51+50 52+50 53+50 5 4 + 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 5 4 + 5 0 5 5 + 0 0 5 5 + 5 0 56 + 0 0 R20 0 ' 50 ' T Y P . SD SD SD SDSDSDSDSD P P P P P P P P P P P P P P P P P P P P P P P P 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 : 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 GRADE BREAK STA = 56+31.49 ELEV = 23.29 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: 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: 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 ' 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 ' -0.34%0.66%-0.51% -0.25%0.32% 0.23% SANITARY CROSSING STORM CROSSING STORM CROSSING POWER CROSSINGFINISHED GRADE EXISTING GRADE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A & A1 PLAN & PROFILE STA 45+20 TO 57+60 C1.3 20 OF 112 LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE 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. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE A). 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 C1.9 6 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 15 C1.11 15 C1.9 7 C1.9 7 OR C1.9 8 C1.11 15 C1.12 16FOR 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 R-431320 GENERAL NOTES CONT. 3. PAVING SURFACES ARE UNEVEN AT EXISTING DOCK ENTRANCE. CONTRACTOR SHALL FIELD FIT AN ASPHALT TRANSITION TO TIE PROPOSED ASPHALT PAVING INTO EXISTING CONCRETE RAMP. C1.8 5 '$7( $P5,/54/14/2025 UD UD UD UD U D UD U D 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 SD SD 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 FINISHED GRADE EXISTING GRADE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 0 SCALE 1" = 40 80 40' N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A2 PLAN & PROFILE C1.4 21 OF 112 LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE 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. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE A). 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 C1.1 - C1.3 FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.8 5 C1.8 1 C1.9 7 OR C1.9 8 C1.11 15 C1.9 7 C1.9 8 OR R-431321 DATE: APRIL 20254/14/2025 UD U D 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 AT C T C L E A R A N C E R E Q U I R E D ATC T C L E A R A N C E R E Q U I R E D ATC T 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 SD SD SD S D S D SD SD SD P P P P P 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 (TO BE ABANDONED) STORM CROSSING (TO BE ABANDONDED) POWER CROSSING POWER CROSSING AIR CROSSING COMM CROSSING FINISHED GRADEEXISTING GRADE STORM CROSSING (TO BE ABANDONED) STORM CROSSING 0 SCALE 1" = 40 80 40' N SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A3 PLAN & PROFILE C1.5 22 OF 112 LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE 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. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE A). 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 C1.1 - C1.3 FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.11 15 C1.9 7 OR C1.9 8 C1.9 7 C1.9 8 OR C1.10 11 OR C1.10 12 R-431322 DATE: APRIL 20254/14/2025 UD UD UDUD U D UD U D UD UD UD UD 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 AHEAD LANE ONE 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 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 (TO BE ABANDONED) POWER CROSSING POWER CROSSING POWER CROSSING AIR CROSSING COMM CROSSING FINISHED GRADEEXISTING GRADE 0 SCALE 1" = 40 80 40' N SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A4 PLAN & PROFILE C1.6 23 OF 112 LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE 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. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE A). 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 C1.1 - C1.3 FOR HORIZONTAL CONTROL OF PAVING LAYOUT, TYP. C1.11 15 C1.9 7 OR C1.9 8 C1.9 7 C1.9 8 OR C1.10 11 OR C1.10 12 R-431323 DA7E A35,L4/14/2025 U D UD U D U D UD UD 2 3 + 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 2 7 + 5 0 0+5 0 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 2 5 + 5 0 26+00 26+50 27+00 27+50 28+00 S D S D SD 0+50 1+50 2+50 3+50 4+50 5+50 6+50 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 (TO BE ABANDONED)AIR CROSSING POWER CROSSING COMM CROSSING POWER CROSSING STORM CROSSING FINISHED GRADEEXISTING GRADE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 0 SCALE 1" = 40 80 40' N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY TAXIWAY A5 PLAN & PROFILE C1.7 24 OF 112 LEGEND TYPE 1 REHABILITATION (ADG III) TYPICAL TYPE 1 & TYPE 2 REHABILITATION TRANSITION TYPE 1 REHABILITATION TRANSITION AT RUNWAY EDGE LEGEND CONT. TYPE 2 REHABILITATION (ADG II) VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM VARIABLE DEPTH HMA OVERLAY, 4-INCH MINIMUM - BID SCHEDULE 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. 2.EXCEPT WHERE NOTED OTHERWISE, ALL PAVING SHALL BE CONSIDERED PART OF THE BASE BID (SCHEDULE A). 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 15 C1.10 11 OR C1.10 12 R-431324 DA7E A35,L4/14/2025 EXISTING BASE MATERIAL, SEE NOTE 1 TW C E N T E R L I N E VARIES PER PLAN, 25' TYP.VARIES PER PLAN, 25' TYP. ADJACENT SURFACE VARIES, SEE PLAN GEOTEXTILE SEPARATION FABRIC 10" CRUSHED AGGREGATE BASE COURSE (P209) 6" ASPHALT STABILIZED BASE COURSE (P-403) 4" ASPHALT SURFACE COURSE (P-401) VARIES ADJACENT SURFACE VARIES, SEE PLAN VARIES NOTE: 1.EXISTING BASE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH P-152. WHERE DIRECTED BY THE RPR, EXISTING BASE/SUBGRADE MATERIAL WILL BE OVER-EXCAVATED AND STABILIZED IN ACCORDANCE WITH DETAIL 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). SEE NOTE 1 EXISTING ASPHALT PAVEMENT TO REMAIN VARIES 4" MIN ASPHALT SURFACE COURSE (P-401) PROPOSED BUTT JOINT. SEE DETAIL VARIES TYPE 1 REHAB TRANSITION, SEE DETAILSC1.9 9 C1.9 7 C1.9 8 NOTE: 1.THE USE OF LEVELING COURSE SHALL BE AT THE CONTRACTOR'S OPTION. IF LEVELING COURSE IS NOT USED, CONTRACTOR SHALL PAVE VARIABLE DEPTH SURFACE COURSE, WHICH SHALL BE PAID AT THE CONTRACT UNIT PRICE FOR ASPHALT SURFACE COURSE. 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). SEE NOTE 1 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 NOTE: 1.THE USE OF LEVELING COURSE SHALL BE AT THE CONTRACTOR'S OPTION. IF LEVELING COURSE IS NOT USED, CONTRACTOR SHALL PAVE VARIABLE DEPTH SURFACE COURSE, WHICH SHALL BE PAID AT THE CONTRACT UNIT PRICE FOR ASPHALT SURFACE COURSE. CONTRACTOR SHALL PROTECT EXISTING BASE/SUBGRADE MATERIAL WIDTH SHALL BE DETERMINED IN THE FIELD BY THE RPR TYPICAL PAVEMENT SECTION VARIES 12" MIN. QUARRY SPALLS (WSDOT 9-13.1(5)). THICKNESS MAY VARY PER THE DIRECTION OF THE RPR. 6" CHOKE STONE (P209). GRADE AND COMPACT IN ACCORDANCE WITH SPECIFICATION PRIOR TO WRAPPING GEOTEXTILE FABRIC OVER SURFACE. GEOTEXTILE SEPARATION FABRIC GEOGRID TOP OF PROPOSED SUBGRADE UNSUITABLE EXCAVATION LIMITS SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 1 OF 7 C1.8 25 OF 112 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 R-431325R-431325 DATE: APRIL 20254/14/2025 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). SEE NOTE 1 EXISTING ASPHALT PAVEMENT TO REMAIN 2" MIN ASPHALT SURFACE COURSE (P-401) C1.9 7 C1.9 8 NOTE: 1.THE USE OF LEVELING COURSE SHALL BE AT THE CONTRACTOR'S OPTION. IF LEVELING COURSE IS NOT USED, CONTRACTOR SHALL PAVE VARIABLE DEPTH SURFACE COURSE, WHICH SHALL BE PAID AT THE CONTRACT UNIT PRICE FOR ASPHALT SURFACE COURSE.EXISTING BASE MATERIAL, PREPARED IN ACCORDANCE WITH 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 REMAIN NOTE: 1.CONTRACTOR SHALL PROTECT EXISTING PAVEMENT EDGES TO REMAIN AND ENSURE ALL BUTT JOINTS HAVE CLEAN, VERTICAL EDGES TO THE SATISFACTION OF THE RPR PRIOR TO PAVING. EXISTING BASE MATERIAL, PREPARED IN ACCORDANCE WITH DETAIL TYPE 1 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 DETERMINED 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 2 OF 7 C1.9 26 OF 112 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) R-431326R-431326 '$TE $3RI/ 4/14/2025 GEOTEXTILE SEPARATION FABRIC 10" CRUSHED AGGREGATE BASE COURSE (P209) 6" ASPHALT STABILIZED BASE COURSE (P-403) 4" ASPHALT SURFACE COURSE (P-401) NOTES: 1.EXISTING BASE MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH P-152. WHERE DIRECTED BY THE RPR, EXISTING BASE/SUBGRADE MATERIAL WILL BE OVER-EXCAVATED AND STABILIZED IN ACCORDANCE WITH DETAIL 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) 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' STABILIZED AND CRUSHED AGGREGATE BASE COURSE LIMITS (SCHEDULE E) 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) 81' TO TAXIWAY A CENTERLINE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVING DETAILS 3 OF 7 C1.10 27 OF 112 C1.10 11 SCALE=NTS SCHEDULE E REHAB AND TRANSITION (WITHOUT PCC) C1.10 12 SCALE=NTS SCHEDULE E REHAB AND TRANSITION (WITH PCC) R-431327R-431327 DATE: APRIL 20254/14/2025 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 NOTES: 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 18 EXISTING AGGREGATE BASE 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 4 OF 7 C1.11 28 OF 112 C1.11 14 SCALE=NTS TYPE 1 REHAB TRANSITION AT PHASE BOUNDARY C1.11 13 SCALE=NTS TYPE 1 REHAB TRANSITION AT RUNWAY EDGE - TWY A1 C1.11 15 SCALE=NTS TYPE 1 & 2 REHAB AT PAVEMENT EDGE R-431328R-431328 DATE: APRIL 20254/14/2025 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 MATCH EXISTING JOINT SPACING AND 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 18 C1.13 19 EXISTING HMA PAVEMENT TO REMAIN (DEPTH VARIES) NOTES: 1.CLEAR CRACK OF ALL EXISTING SEALER, DEBRIS, AND VEGETATION. 2.IF EXTENSIVE VEGETATION EXISTS TREAT THE SPECIFIC AREA, AS DETERMINED BY THE RPR, WITH A CONCENTRATED SOLUTION OF A WATER-BASED HERBICIDE PER SPECIFICATION P-101. 3.VERIFY CRACKS FOR CLEANING AND FILLING WITH THE RPR PRIOR TO BEGINNING WORK. 4.ALL EXISTING SEALED CRACKS TO BE RESEALED SHALL BE CLEANED OF VEGETATION AND ANY OTHER OBJECTIONABLE MATERIAL PRIOR TO FILLING. CLEANING SHALL BE ACCOMPLISHED USING A HEAT LANCE TO LIQUEFY THE EXISTING MATERIAL TO THE SATISFACTION OF THE RPR. FILLING OF CRACKS SHALL BE PLACED IN A MINIMUM OF TWO LIFTS AND SHALL NOT COMMENCE UNTIL THEY ARE CLEAN AND DRY. 5.CRACK SEALING SHALL BE REQUIRED FOR ALL MILLED AREAS PRIOR TO OVERLAY. MILLED ASPHALT SURFACE CLEAN CRACKS, AND FILL WITH CRACK SEALANT PER P-101EXISTING BASE COURSE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVING DETAILS 5 OF 7 C1.12 29 OF 112 C1.12 16 SCALE=NTS TAXIWAY A1 - RUNWAY 16-34 INTERSECTION ENLARGED PLAN C1.12 17 SCALE=NTS CRACK ROUTE AND SEAL R-431329R-431329 DATE: APRIL 20254/14/2025 T/2 3/4" x 18" SMOOTH DOWELS @ 12" O.C. EPOXY PAINTED AND LUBRICATED PER P-610 DRILL AND INSTALL DOWELS PER P-610 EXISTING PCCPNEW PCCP T DE P T H V A R I E S DOWEL BASKET ASSEMBLY OR SIMILAR APPROACH APPROVED BY RPR, SEE DETAIL SEE T T/2 NEW PCCPNEW PCCP 3/4" x 18" SMOOTH DOWELS @ 12" O.C. EPOXY PAINTED AND LUBRICATED PER P-610 C1.13 21 C1.13 20 0.362" DIA BOTTOM SPACER BARS WELDED TO LEG CHAIRS - 2 PER ASSEMBLY DOWELS WELDED ALTERNATELY TO TOP SPACER BARS, PAINT AND OIL ENTIRE BAR 0.362" DIA 'VEE' LEG - CHAIRS WELDED AT ALL INTERSECTIONS TO TOP AND BOTTOM SPACER BAR 0.362" DIA TOP SPACER BARS WELDED TO LEG CHAIRS - 2 PER ASSEMBLY 0.177" DIA SPREADER WIRES WELDED TO TOP SPACER BARS 3 PER ASSEMBLY T/4 1 8" SAW CUT NEW PCC PAVEMENT NEW PCC PAVEMENT NOTE: 1."T" REPRESENTS TOTAL PCC SLAB THICKNESS. CONTRACTION JOINT FOR DOWEL SIZING AND SPACING, SEE DETAILS12" TYP. 10" TYP. PERPENDICULAR TO TW CENTERLINE PA R A L L E L T O T W C E N T E R L I N E EX I S T I N G P C C T O R E M A I N CONSTRUCTION JOINT PR O P O S E D P C C CONSTRUCTION JOINT C1.13 18 C1.13 19 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 6 OF 7 C1.13 30 OF 112 C1.13 18 SCALE=NTS TYPICAL CONSTRUCTION JOINT C1.13 19 SCALE=NTS TYPICAL CONTRACTION JOINT C1.13 21 SCALE=NTS DOWEL BASKET ASSEMBLY C1.13 20 SCALE=NTS CONTRACTION JOINT SAWCUT C1.13 22 SCALE=NTS TYPICAL DOWEL SPACING AT PANEL CORNERS R-431330R-431330 DATE: APRIL 20254/14/2025 PIPE OR DUCT TRENCH WIDTH PAVEMENT RESTORATION WITHIN OVERLAY AREA PAVEMENT RESTORATION OUTSIDE REHAB AREAS EXISTING PCC OR HMA PAVEMENT TO REMAIN VARIABLE DEPTH ASPHALT SURFACE COURSE (P-401). MATCH EXISTING PAVEMENT THICKNESS VARIABLE DEPTH ASPHALT SURFACE COURSE (P-401). THICKNESS AS REQUIRED TO MATCH MILLED SURFACE 2 OR 4-INCH NOMINAL ASPHALT OVERLAY (P-401) PER PLANS EXISTING BASE MATERIAL TO BE PROTECTED. RECOMPACT IN ACCORDANCE WITH P-152 PRIOR TO PAVING. VARIES, REFER TO DETAIL TOP OF MILLED SURFACE 6" CRUSHED AGGREGATE BASE COURSE (P209) C0.5 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVING DETAILS 7 OF 7 C1.14 31 OF 112 C1.14 23 SCALE=NTS TRENCH PAVEMENT RESTORATION (WITHOUT PCC) C1.14 24 SCALE=NTS TRENCH PAVEMENT RESTORATION (WITH PCC) C1.14 25 SCALE=NTS TYPICAL TRENCH STABILIZATION R-431331R-431331 DATE: APRIL 20254/14/2025 UDUDUDUDUDUDUD 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+5 0 SE E O V E R L A Y P L A N C2 . 7 -1 . 3 9 % -1 . 0 0 % -1 . 3 0 % -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 1 % -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 25.68'25.66'25.66'25.65'25.62'25.63'25.60'25.55'25.51'25.50'25.48'25.47'25.44'2 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 24 . 0 ' 24.0' 24 . 0 ' 24 . 5 ' 2 4 . 5 ' 2 3 . 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 ' 2 4 . 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' 2 3 . 5 ' 23 . 3 ' 2 3 . 4 ' 2 3 . 6 ' 23.7' 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' 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 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MA T C H L I N E , S E E S H E E T C2 . 2 MARCH 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 1 OF 6 C2.1 32 OF 112 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 R-431332 DATE: APRIL 20254/14/2025 UD UD UD UD UD UD UD UD UD UD U D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD U D U D U D UD UD 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 6 % -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 2 5 . 0 ' 24 . 8 ' 2 4 . 9 ' 2 5 . 1 ' 25.2'25.3' 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MA T C H L I N E , S E E S H E E T C2 . 1 MARCH 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 2 OF 6 C2.2 33 OF 112 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 R-431333 DATE: APRIL 20254/14/2025 U D U D U D UD UD UD UD UD U D UD UD UD UD UD UD UD UD UD UD UD UD U D U D U D U D UD UD UD ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 P P 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 -1 . 2 5 % -1 . 0 6 % SE E O V E R L A Y P L A N C2 . 9 SE E O V E R L A Y P L A N C2 . 1 5 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 % SD SD S D S D S D S D SD SD SD SD SD S D S D S D S D S D S D S D 24.5'24.6' 24 . 7 ' 2 4 . 7 ' 24.7' 24 . 8 ' 24.8'24.9'24.9' 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' 22.2'22.3'22.4' 22.6' 24.0' 24.5' 23.9' 24.1' 24.2' 24.3' 24.4' 24.6' 24.7' 25.1' 25.0' DAYLIGHT @ 2.5% CUT SLOPE 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 SEE GENERAL NOTE 1 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MA T C H L I N E , S E E S H E E T C2 . 2 MARCH 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 3 OF 6 C2.3 34 OF 112 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 R-431334 DATE: APRIL 20254/14/2025 UD UD UD UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UD UD UD UD UD UD UD ATCT CLEARANCE REQUIRED MP H 15 AH E A D LA N E ON E P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 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 GE N 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 24. 5 ' 24.3'24.3'24.3'24.3'24.3'24.3'24.4'24.4'24.4'24.4'24.4' 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 4 OF 6 C2.4 35 OF 112 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 R-431335 DATE: APRIL 20254/14/2025 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD U D U D U D U D UD UD U D UD UD UD UD MP H 15MP H 15 P P P P P P P P P P P P P P P P 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 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 SDSDSDSDSDSDSDSDSD 22.5'22.5'23.0'23. 5 ' 2 4 . 0 ' 22.2'22.2'22.3'22.3'22.4'22.4'22.6'22.6'22.7'22.7'22.8'22.8 '22.9'22.9'23.1'23.2'23.3'23.4' 23 . 6 ' 2 3 . 7 ' 2 3 . 8 ' 2 3 . 9 ' 2 4 . 1 ' 2 4 . 2 ' 2 4 . 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' DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 5% CUT SLOPE DAYLIGHT @ 2.5% CUT SLOPE SEE GENERAL NOTE 1 SEE GENERAL NO T E 1 S E E G E N E R A L N O T E 1 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 CONTRACTOR SHALL TAKE PRECAUTIONS TO ENSURE THIS AREA SLOPES TO DRAIN 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 5 OF 6 C2.5 36 OF 112 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 R-431336 DATE: APRIL 20254/14/2025 UD UD UD UD UD UD UD UD UD U D U D U D U D U D UD UD UD UD UDUDUDUD P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 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 % -1.2 5 % -1.25 % -1.25% -0.93% -0.61% -0.30% -1 . 6 3 % -1. 7 1 % -1. 5 1 % -1.6 9 % -2.0 2 % -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 23.0'23.5'23.1'23.2'23.3'23.4' 23 . 0 ' 23.0' 23 . 5 ' 23.5' 22.8' 22. 9 ' 23.1' 2 3 . 1 ' 23 . 2 ' 23.2' 23 . 3 ' 23.3' 23 . 4 ' 23.4' 2 3 . 6 ' 23.6' 23 . 7 ' 23.7' 23.0' 22.7' 22.8' 22.9' 23.1' 23.2' 23.3' 2 1 . 5 ' 2 2 . 0 ' 22 . 5 ' 2 2 . 5 ' 2 3 . 0 ' 23 . 0 ' 21 . 1 ' 21 . 2 ' 21 . 3 ' 2 1 . 4 ' 2 1 . 6 ' 2 1 . 7 ' 2 1 . 8 ' 2 1 . 9 ' 2 2 . 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=???' 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 STA=55+23.45 OFF=88.65'R EL=22.04' CONTRACTOR SHALL COORDINATE GRADING AROUND SIGN PAD AND ENSURE GRADES SLOPE TO DRAIN 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR REN DMY GRADING PLAN 6 OF 6 C2.6 37 OF 112 0 SCALE 1" = 20 40 20' N TAXIWAY A TA X I W A Y A 1 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 R-431337 DATE: APRIL 20254/14/2025 AH E A D LA N E ON E AH E A D LA N E ON E ST O P 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' 25.3' 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 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 ' 0.34 ' 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 LIMITS OF BID SCHEDULE A OVERLAY AH E A D LA N E ON E AH E A D LA N E ON E ST O P 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' 25.3' 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 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 6 ' 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 LIMITS OF BID SCHEDULE A OVERLAY SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 1 OF 10 WEST APRON C2.7 38 OF 112 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 BE AS SHOWN ON GRADING PLANS. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. R-431338 DATE: APRIL 20254/14/2025 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' 24.7'24.8' 24.9' 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 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 ' 0.14 ' 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 4 ' 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 LIMITS OF BID SCHEDULE A OVERLAY 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' 24.7'24.8' 24.9' 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 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 LIMITS OF BID SCHEDULE A OVERLAY SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 2 OF 10 WEST APRON C2.8 39 OF 112 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 BE AS SHOWN ON GRADING PLANS. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. R-431339 DATE: APRIL 20254/14/2025 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' 24.1'24.2' 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' SD SD SD SD S D S D S D 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 LIMITS OF BID SCHEDULE A OVERLAY 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' 24.1'24.2' 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' SD SD SD SD S D S D S D 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 LIMITS OF BID SCHEDULE A OVERLAY SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 3 OF 10 WEST APRON C2.9 40 OF 112 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 BE AS SHOWN ON GRADING PLANS. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. R-431340 DATE: APRIL 20254/14/2025 ATCT CLEARANCE REQUIRED MP H 15 MP H 15 AH E A D LA N E ON E 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' LIMITS OF BID SCHEDULE A OVERLAY ATCT CLEARANCE REQUIRED MP H 15 MP H 15 AH E A D LA N E ON E 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' LIMITS OF BID SCHEDULE A OVERLAY SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 4 OF 10 WEST APRON C2.10 41 OF 112 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 BE AS SHOWN ON GRADING PLANS. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. R-431341 DATE: APRIL 20254/14/2025 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' 23.0' 23.5' 22.4'22.6'22.7'22.8'22.9'23.1'23.2'23.3'23.4'23.6'23.7'23.8'23.9 ' 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 @ 20'3 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' 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 15MP 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' 23.0' 23.5' 22.4'22.6'22.7'22.8'22.9'23.1'23.2'23.3'23.4'23.6'23.7'23.8'23.9 ' 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 @ 20'3 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 ' 6'24 . 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 5 OF 10 WEST APRON C2.11 42 OF 112 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 BE AS SHOWN ON GRADING PLANS. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. R-431342 DATE: APRIL 20254/14/2025 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 A 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 ' 2 3 . 5 ' 2 2 . 8 ' 2 2 . 9 ' 2 3 . 1 ' 2 3 . 2 ' 2 3 . 3 ' 23 . 4 ' 23 . 6 ' 23.6'23 . 7 ' 23.7' SE E GE N E R A L NO T E 1 HANGAR NW SEAPLANES 860 PARCEL 8' 8' 13 ' 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 A 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 ' 2 3 . 5 ' 2 2 . 8 ' 2 2 . 9 ' 2 3 . 1 ' 2 3 . 2 ' 2 3 . 3 ' 23 . 4 ' 23 . 6 ' 23.6'23 . 7 ' 23.7' SE E GE N E R A L NO T E 1 HANGAR NW SEAPLANES 860 PARCEL 8' 8' 13 ' 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY MILL AND OVERLAY PLAN 6 OF 10 WEST APRON C2.12 43 OF 112 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 BE AS SHOWN ON GRADING PLANS. 4. CONTRACTOR TO PERFORM SURVEY ON MILLED SURFACE PER THE GRID SHOWN AND SUBMIT TO THE ENGINEER FOR ACCEPTANCE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO ASPHALT PLACEMENT. 5.THE CONTRACTOR SHALL ANTICIPATE MINOR CHANGES TO MILLING DEPTHS AND FINISHED GRADE ELEVATIONS DEPENDING ON WHICH BID SCHEDULES ARE AWARDED. REVISIONS, AS REQUIRED, WILL BE ISSUED BY THE ENGINEER AS PART OF A CONFORMED PLAN SET. GENERAL NOTES CONT. R-431343 DATE: APRIL 20254/14/2025 3+0 0 4+0 0 16 ' TAXIWAY A SD SD UDUDUDUD 16 ' 16 ' 16 ' 16 ' 16 ' 8' 8' SE E GE N E R A L NO T E 1 10'10'10'10'10'10'10' 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 TW A1-A-A7 STA=24+42.80 OFF=33.00'R TAXIWAY A5 TW A5 STA=3+42.53 OFF=20.00'R GRADE BREAK LINE 4+0 0 5+0 0 16 ' RUNWAY 16-34 16 ' 16 ' 4 0 ' 20'20' 10'10'10'1 0 ' 10'10'1 0 ' 10' 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 ' SEE GENERAL NOTE 2 GRADE BREAK LINE TAXIWAY A5 4+0 0 5+0 0 16 ' RUNWAY 16-34 16 ' 16 ' 4 0 ' 20'20' 10'10'10'1 0 ' 10'10'1 0 ' 10' 2 4 . 1 1 ' 2 4 . 2 1 ' 2 4 . 0 2 ' 2 3 . 9 7 ' 2 4 . 1 2 ' 2 4 . 1 0 ' 2 4 . 0 1 ' 2 3 . 9 9 ' 2 4 . 1 4 ' 2 4 . 1 0 ' 2 4 . 0 7 ' 2 4 . 0 8 ' 2 3 . 9 8 ' 2 4 . 1 1 ' 2 4 . 2 2 ' 2 4 . 2 2 ' 2 4 . 2 4 ' 2 4 . 2 7 ' 2 4 . 2 2 ' 2 4 . 2 3 ' 2 4 . 3 6 ' 2 4 . 3 9 ' 2 4 . 3 9 ' 2 4 . 3 2 ' 2 4 . 2 4 ' 2 4 . 2 1 ' 2 4 . 3 0 ' 2 4 . 4 2 ' 2 4 . 5 2 ' 2 4 . 5 2 ' 2 4 . 4 7 ' 2 4 . 4 4 ' 2 4 . 4 3 ' 2 4 . 4 3 ' 2 4 . 5 9 ' 2 4 . 6 3 ' 2 4 . 6 8 ' 2 4 . 6 6 ' 2 4 . 6 5 ' 2 4 . 6 5 ' 2 4 . 6 5 ' 2 4 . 6 5 ' 2 4 . 1 2 ' 2 4 . 2 2 ' 24 . 4 6 ' 2 4 . 5 4 ' 2 4 . 4 4 ' 2 4 . 6 5 ' 2 4 . 6 6 ' 2 4 . 6 6 ' 2 4 . 7 6 ' 2 3 . 9 8 ' 2 4 . 1 7 ' 2 3 . 9 6 ' SEE GENERAL NOTE 2 GRADE BREAK LINE TAXIWAY A5 3+0 0 4+0 0 16 ' TAXIWAY A SD SD UDUDUDUD 16 ' 16 ' 16 ' 16 ' 16 ' 8' 8' SE E GE N E R A L NO T E 1 10'10'10'10'10'10'10' 2 4 . 5 3 ' 2 4 . 5 7 ' 2 4 . 6 0 ' 2 4 . 6 3 ' 2 4 . 6 6 ' 2 4 . 6 9 ' 2 4 . 7 1 ' 2 4 . 7 2 ' 2 4 . 7 3 ' 2 4 . 7 6 ' 2 4 . 3 9 ' 2 4 . 4 3 ' 2 4 . 4 6 ' 2 4 . 4 9 ' 2 4 . 5 2 ' 2 4 . 5 5 ' 2 4 . 2 2 ' 2 4 . 2 6 ' 2 4 . 3 0 ' 2 4 . 3 4 ' 2 4 . 3 9 ' 2 4 . 0 5 ' 2 4 . 1 1 ' 2 4 . 1 9 ' 2 4 . 2 5 ' 2 3 . 8 9 ' 2 4 . 0 0 ' 2 4 . 1 2 ' 2 4 . 2 2 ' 2 4 . 1 8 ' 2 3 . 8 3 ' 2 3 . 9 6 ' 2 4 . 1 1 ' 2 4 . 2 1 ' 2 4 . 0 2 ' 2 3 . 8 2 ' 2 3 . 9 7 ' 2 4 . 1 2 ' 2 4 . 1 0 ' 2 4 . 0 1 ' 2 3 . 8 4 ' 2 3 . 9 9 ' 2 4 . 1 4 ' 2 4 . 1 0 ' 2 4 . 0 7 ' 2 4 . 0 8 ' 2 3 . 9 8 ' 2 4 . 1 1 ' 2 4 . 2 2 ' 2 4 . 2 2 ' 2 4 . 2 4 ' 2 4 . 2 7 ' 2 4 . 2 2 ' 2 3 . 9 8 ' 2 4 . 5 6 ' 2 4 . 4 4 ' 2 4 . 3 4 ' 2 4 . 3 1 ' 2 4 . 2 7 ' 2 4 . 1 7 ' 2 3 . 9 6 ' TW A1-A-A7 STA=25+81.82 OFF=33.00'R TW A1-A-A7 STA=24+42.80 OFF=33.00'R TAXIWAY A5 TW A5 STA=3+42.53 OFF=20.00'R GRADE BREAK LINE SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 7 OF 10 TAXIWAY A5 C2.13 44 OF 112 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 R-431344R-431344 DATE: APRIL 20254/14/2025 28+00 29+00 30+00 25.0' 24.6' 24.7' 24.8' 24.9' 25.1' 2+ 0 0 3+ 0 0 4+ 0 0 TAXIWAY A RUNWAY 16-34 SD SD SD UD UD U D UD UD UD UD UD UD UD UD UD UD UD UD UD U D U D U D UD UD 10' 20' 14 ' 16 ' 16 ' 16 ' 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' 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 ' SEE GENERAL NOTE 2 TAXIWAY A4 28+00 29+00 30+00 25.0' 24.6' 24.7' 24.8' 24.9' 25.1' 2+ 0 0 3+ 0 0 4+ 0 0 TAXIWAY A RUNWAY 16-34 SD SD SD UD UD U D UD UD UD UD UD UD UD UD UD UD UD UD UD U D U D U D UD UD 10' 20' 14 ' 16 ' 16 ' 16 ' 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' 2 4 . 3 6 ' 2 4 . 1 9 ' 2 4 . 1 6 ' 2 4 . 2 2 ' 2 4 . 2 4 ' 2 4 . 2 7 ' 2 4 . 1 8 ' 2 4 . 1 3 ' 2 4 . 0 1 ' 23 . 9 6 ' 23 . 8 2 ' 2 4 . 0 2 ' 2 4 . 1 4 ' 2 4 . 0 8 ' 2 3 . 9 8 ' 2 3 . 8 4 ' 2 3 . 9 5 ' 2 4 . 0 3 ' 2 3 . 9 2 ' 2 3 . 7 9 ' 2 3 . 6 2 ' 2 3 . 7 9 ' 2 3 . 9 5 ' 2 3 . 8 6 ' 2 3 . 7 6 ' 2 3 . 6 9 ' 2 3 . 8 0 ' 2 3 . 9 1 ' 2 3 . 7 3 ' 2 3 . 5 4 ' 2 3 . 5 9 ' 2 3 . 7 4 ' 2 3 . 8 8 ' 2 3 . 7 9 ' 2 3 . 6 8 ' 2 3 . 5 9 ' 2 3 . 7 6 ' 2 3 . 8 9 ' 2 3 . 7 6 ' 2 3 . 6 2 ' 2 3 . 6 5 ' 2 3 . 8 0 ' 2 3 . 9 3 ' 2 3 . 7 8 ' 2 3 . 6 2 ' 2 3 . 6 8 ' 2 3 . 8 6 ' 2 3 . 9 9 ' 2 3 . 8 6 ' 2 3 . 6 9 ' 2 3 . 8 4 ' 2 3 . 9 1 ' 2 4 . 0 0 ' 2 4 . 0 9 ' 2 4 . 0 2 ' 2 3 . 9 5 ' 2 3 . 9 3 ' 2 4 . 3 0 ' 2 4 . 2 8 ' 2 4 . 2 6 ' 2 4 . 2 3 ' 2 4 . 2 1 ' 2 4 . 1 9 ' 2 4 . 1 6 ' 2 4 . 1 4 ' 2 4 . 1 3 ' 2 4 . 1 3 ' 2 4 . 3 2 ' SEE GENERAL NOTE 2 TAXIWAY A4 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 8 OF 10 TAXIWAY A4 C2.14 45 OF 112 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. R-431345R-431345 DATE: APRIL 20254/14/2025 3 + 0 0 4+00 TAXIWAY A S D S D S D S D SD SD S D S D S D S D U D U D U D UD UD UD UD UDUD UD U D U D U D U D 16 ' 16 ' 12 ' 16 ' 16 ' 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 ' 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 ' TAXIWAY A3 4+00 5 + 0 0 RUNWAY 16-34 U D U D UD UD UD UD UD UD UD U D UD 16 ' 16 ' 16 ' 16 ' 16 ' 10'10' 10 ' 10 '10' 10 ' 10 ' 10 '10' 20' 20' 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 ' SEE GENERAL NOTE 2 TAXIWAY A3 3 + 0 0 4+00 TAXIWAY A S D S D S D S D SD SD S D S D S D S D U D U D U D UD UD UD UD UDUD UD U D U D U D U D 16 ' 16 ' 12 ' 16 ' 16 ' 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 ' 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 A3 4+00 5 + 0 0 RUNWAY 16-34 U D U D UD UD UD UD UD UD UD U D UD 16 ' 16 ' 16 ' 16 ' 16 ' 10'10' 10 ' 10 '10' 10 ' 10 ' 10 '10' 20' 20' 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 ' 2 3 . 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 ' SEE GENERAL NOTE 2 TAXIWAY A3 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 9 OF 10 TAXIWAY A3 C2.15 46 OF 112 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. R-431346R-431346 DATE: APRIL 20254/14/2025 3+ 0 0 TAXIWAY A SD SD SD SD SD SD SD SDSD UD U D U D U D UD UD UD UD UD UD UD UD UD UD UD SE E GE N E R A L NO T E 1 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' 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 ' TAXIWAY A2 4+ 0 0 RUNWAY 16-34 SD U D U D UD UD U D UD UD10 ' 15 ' 15 ' 15 ' 15 ' 15 ' 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 3+ 0 0 TAXIWAY A SD SD SD SD SD SD SD SDSD UD U D U D U D UD UD UD UD UD UD UD UD UD UD UD SE E GE N E R A L NO T E 1 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' 2 1 . 7 8 ' 2 1 . 8 3 ' 2 1 . 9 1 ' 2 1 . 9 9 ' 2 1 . 8 9 ' 2 1 . 7 8 ' 2 1 . 7 0 ' 2 1 . 4 8 ' 2 1 . 6 1 ' 2 1 . 7 6 ' 2 1 . 8 8 ' 2 1 . 8 0 ' 2 1 . 7 2 ' 2 1 . 6 5 ' 2 1 . 5 5 ' 2 1 . 6 2 ' 2 1 . 7 2 ' 2 1 . 8 3 ' 2 1 . 6 6 ' 2 1 . 4 9 ' 2 1 . 3 4 ' 2 1 . 3 5 ' 2 1 . 4 9 ' 2 1 . 6 3 ' 2 1 . 8 0 ' 2 1 . 5 9 ' 2 1 . 4 0 ' 2 1 . 2 3 ' 2 1 . 2 4 ' 2 1 . 4 1 ' 2 1 . 6 0 ' 2 1 . 7 8 ' 2 1 . 6 3 ' 2 1 . 5 0 ' 2 1 . 4 3 ' 2 1 . 5 8 ' 2 1 . 6 1 ' 2 1 . 6 3 ' 2 1 . 6 6 ' 2 1 . 6 8 ' 2 1 . 6 8 ' 2 1 . 6 8 ' 2 1 . 6 8 ' 2 1 . 6 9 ' 2 1 . 7 0 ' 2 1 . 7 7 ' 2 1 . 8 5 ' 2 1 . 9 4 ' 2 2 . 1 9 ' 2 2 . 3 8 ' 2 2 . 5 6 ' 2 2 . 7 1 ' 2 2 . 1 9 ' 2 2 . 1 3 ' 2 2 . 0 6 ' 2 2 . 0 1 ' 2 1 . 9 8 ' 2 1 . 9 8 ' 2 1 . 9 5 ' 2 1 . 9 2 ' 2 1 . 9 1 ' 2 1 . 8 7 ' 2 1 . 8 4 ' 2 1 . 8 1 ' 2 1 . 7 8 ' 2 1 . 7 3 ' 2 1 . 6 7 ' 2 1 . 6 8 ' 2 1 . 8 0 ' 2 1 . 6 2 ' 2 1 . 4 8 ' 2 1 . 3 3 ' 2 1 . 5 0 ' 2 1 . 5 3 ' 2 1 . 6 3 ' 2 1 . 7 4 ' 2 1 . 8 5 ' 2 1 . 7 9 ' 2 1 . 8 5 ' 2 1 . 9 1 ' 2 1 . 9 8 ' 2 2 . 0 2 ' 2 2 . 0 6 ' 2 2 . 1 0 ' 2 2 . 1 4 ' 2 2 . 1 8 ' 2 2 . 2 2 ' 2 2 . 2 6 ' 2 2 . 3 0 ' 2 2 . 3 4 ' 2 2 . 3 7 ' 2 2 . 4 1 ' 2 2 . 4 5 ' 2 2 . 6 3 ' 2 2 . 5 9 ' 2 2 . 5 5 ' 2 2 . 5 1 ' 2 2 . 4 7 ' 2 2 . 4 2 ' 2 2 . 3 8 ' 2 2 . 3 3 ' 2 2 . 2 9 ' 2 2 . 2 5 ' 2 2 . 2 0 ' 2 2 . 1 6 ' 2 2 . 1 1 ' 2 2 . 0 6 ' 2 2 . 0 1 ' 2 1 . 9 5 ' 2 1 . 9 3 ' 2 1 . 9 0 ' 2 1 . 7 9 ' 2 1 . 7 2 ' 2 1 . 6 9 ' 21. 6 7 ' 2 1 . 7 8 ' 2 1 . 8 6 ' 2 1 . 8 5 ' 2 1 . 8 5 ' 2 1 . 8 7 ' 2 1 . 9 1 ' 2 1 . 9 6 ' 2 2 . 0 1 ' 2 2 . 0 5 ' 2 2 . 1 0 ' 2 2 . 1 5 ' 2 2 . 2 0 ' 2 2 . 2 5 ' 2 2 . 3 0 ' 2 2 . 3 4 ' 2 2 . 3 9 ' 2 2 . 4 4 ' 2 2 . 4 9 ' 2 2 . 5 4 ' 2 2 . 5 8 ' 2 2 . 6 3 ' 2 2 . 6 8 ' 2 2 . 7 3 ' 2 2 . 7 7 ' 2 2 . 8 1 ' 2 2 . 8 5 ' TAXIWAY A2 4+ 0 0 RUNWAY 16-34 SD U D UD UD UD U D UD UD10 ' 15 ' 15 ' 15 ' 15 ' 15 ' 2 3 . 0 8 ' 2 2 . 9 2 ' 2 2 . 7 8 ' 2 2 . 7 4 ' 2 3 . 0 5 ' 2 3 . 0 2 ' 2 2 . 9 7 ' 2 2 . 9 5 ' 2 2 . 9 3 ' 2 2 . 9 2 ' 2 2 . 6 6 ' 22 . 6 5 ' 2 2 . 6 6 ' 2 2 . 6 9 ' 2 2 . 7 6 ' 2 2 . 7 4 ' 2 2 . 3 9 ' 2 2 . 4 2 ' 2 2 . 4 8 ' 2 2 . 5 5 ' 2 2 . 4 3 ' 2 2 . 3 2 ' 22 . 2 5 ' 2 2 . 0 7 ' 2 2 . 1 3 ' 2 2 . 2 4 ' 2 2 . 3 4 ' 2 2 . 2 6 ' 2 2 . 1 8 ' 2 2 . 1 3 ' 2 1 . 9 2 ' 2 1 . 9 7 ' 2 2 . 0 6 ' 2 2 . 1 4 ' 2 2 . 0 5 ' 2 1 . 9 5 ' 2 1 . 9 0 ' 2 1 . 7 8 ' 2 1 . 8 3 ' 2 1 . 9 1 ' 2 1 . 9 9 ' 2 1 . 8 9 ' 2 1 . 7 8 ' 2 1 . 7 0 ' 2 1 . 4 8 ' 2 1 . 6 1 ' 2 1 . 7 6 ' 2 1 . 8 8 ' 2 1 . 8 0 ' 2 1 . 7 2 ' 2 1 . 6 5 ' 22 . 8 9 ' 22 . 7 9 ' SEE GENERAL NOTE 2 TAXIWAY A2 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 N MARCH 2025 35022.008.02 AS NOTED GJR TJS DMY MILL AND OVERLAY PLAN 10 OF 10 TAXIWAY A2 C2.16 47 OF 112 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. R-431347R-431347 DATE: APRIL 20254/14/2025 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.17 48 OF 112 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 R-431348R-431348 DATE: APRIL 20254/14/2025 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.18 49 OF 112 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 R-431349R-431349 DATE: APRIL 20254/14/2025 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.19 50 OF 112 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 R-431350R-431350 DATE: APRIL 20254/14/2025 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A SCH B SC 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 B SC 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 B SC 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% SC H A SCH B SC 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.20 51 OF 112 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 R-431351R-431351 DATE: APRIL 20254/14/2025 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.21 52 OF 112 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 R-431352R-431352 DATE: APRIL 20254/14/2025 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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% SC H A 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.22 53 OF 112 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 R-431353R-431353 DATE: APRIL 20254/14/2025 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% SC H A 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% SC H A 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 % SC H A 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% SC H A 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% SC H A 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% SC H A 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A GRADING SECTIONS C2.23 54 OF 112 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 R-431354R-431354 DATE: APRIL 20254/14/2025 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 . 9 3 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 7 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 . 2 1 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 H=1:40 | V=1:3.2 GJR DMY DMY TAXIWAY A & A7 GRADING SECTIONS C2.24 55 OF 112 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 R-431355R-431355 DATE: APRIL 20254/14/2025 AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E ST O P TW 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 . 2 5 ' 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 R 5 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 R 7 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 1 OF 3 C3.1 56 OF 112 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 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 STRIPED OUTSIDE THE LIMITS OF PAVING SHALL RECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620. #/# BID SCHEDULE NOTES 1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULES THAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPE FOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETED FOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OF THE PAVING LIMITS. 2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPING SHALL DEPEND ON THE LIMITS OF PAVING AWARDED FOR THE PROJECT. SEE GENERAL NOTES 3 AND 4. 3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BID SCHEDULE SCOPE TO THE RIGHT. BID SCHEDULE SCOPE BID SCHEDULE 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 R-431356 STOP MARKING C3.5 13 DATE: APRIL 20254/14/2025 ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 MP H 15 MP H 15 AH E A D LA N E ON E R4 7 ' R5 0 ' 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 STA: 43+80.25 OFF: 67.50' L STA: 44+25.43 OFF: 65.45' L STA: 44+38.19 OFF: 64.29' L R5 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 2 OF 3 C3.2 57 OF 112 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 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 STRIPED OUTSIDE THE LIMITS OF PAVING SHALL RECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620. #/# BID SCHEDULE NOTES 1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULES THAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPE FOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETED FOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OF THE PAVING LIMITS. 2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPING SHALL DEPEND ON THE LIMITS OF PAVING AWARDED FOR THE PROJECT. SEE GENERAL NOTES 3 AND 4. 3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BID SCHEDULE SCOPE TO THE RIGHT. BID SCHEDULE SCOPE BID SCHEDULE 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 R-431357 C/E ONE LANE AHEAD MARKING, TYP.C3.5 10 DATE: APRIL 20254/14/2025 MP H 15MP 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 STA: 44+60.01 OFF: 80.99' L STA: 45+18.03 OFF: 72.50' L STA: 53+30.86 OFF: 72.50' L STA: 53+30.86 OFF: 62.25' 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 5 6 + 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 ' R3 5 ' R42' R55' STA: 55+31.49 OFF: 49.58' LR1 4 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+42.86 OFF: 72.50' L R37 ' R 3 7 ' 10 . 2 5 ' 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 ' STA: 44+66.34 OFF: 79.29' L R2 0 0 ' STA: 44+83.36 OFF: 62.25' L R5 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 - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R MBX KEYPLAN LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 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 MARCH 2025 35022.008.02 AS NOTED GJR DMY DMY PAVEMENT MARKING PLAN 3 OF 3 C3.3 58 OF 112 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 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 STRIPED OUTSIDE THE LIMITS OF PAVING SHALL RECEIVE ONLY A PERMANENT COAT OF STRIPING PER P-620. #/# BID SCHEDULE NOTES 1.STRIPING SCOPE SHALL DEPEND ON THE BID SCHEDULES THAT ARE AWARDED. STRIPING IDENTIFIED IN THE SCOPE FOR A PARTICULAR BID SCHEDULE SHALL BE COMPLETED FOR THE FULL LENGTH OF THE TAXIWAY, REGARDLESS OF THE PAVING LIMITS. 2.THE NEED TO INCLUDE AN INITIAL COAT OF STRIPING SHALL DEPEND ON THE LIMITS OF PAVING AWARDED FOR THE PROJECT. SEE GENERAL NOTES 3 AND 4. 3.STRIPING SCOPE SHALL BE AS DEFINED IN THE BID SCHEDULE SCOPE TO THE RIGHT. BID SCHEDULE SCOPE BID SCHEDULE 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 14 BEFA 840/846 PARCEL APRON A/B B/C R-431358 DATE: APRIL 20254/14/2025 TAXIWAY CENTERLINE MARKING, SEE DETAIL TAXIWAY EDGE MARKING, WHERE APPLICABLE SEE DETAIL DOUBLE DASHED YELLOW STRIPE TW C E N T E R L I N E STRIPE LOCATION PER PLAN, TYP. BOTH SIDES C3.4 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 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 STRIPE LOCATION PER PLAN, TYP. BOTH ENDS SOLID YELLOW 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 RUNWAY CENTERLINE STRIPE 200' 36 " N E A R E D G E T O N E A R E D G E BLACK BACKGROUND, SEE GENERAL NOTE 1 TAXIWAY CENTERLINE STRIPE, SEE DETAIL CURVE POINT OF TANGENCY C3.4 1 BLACK BACKGROUND, SEE GENERAL NOTE 1 TW CENTERLINE 6" 6" 6" YELLOW TAXIWAY CENTERLINE MARKING, CONTROL (WHERE PROVIDED) REFERENCES THE CENTER OF STRIPE TW C E N T E R L I N E 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 DASHED EDGE STRIPE, FOR WIDTHS, SEE DETAIL SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 1 OF 3 C3.4 59 OF 112 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 R-431359 DATE: APRIL 4/14/2025 1.BLACK BORDERS/BACKGROUNDS ARE REQUIRED AS SHOWN ON THE APPLICABLE DETAILS FOR ALL PERMANENT STRIPING INSTALLED OUTSIDE NEW HMA PAVEMENT PLACED AS PART OF THIS CONTRACT. THIS INCLUDES EXISTING PAVEMENT MARKINGS THAT ARE TO BE RE-STRIPED IN THEIR EXISTING LOCATION. IF EXISTING PAVEMENT MARKINGS DO NOT HAVE A BLACK BORDER, A NEW BLACK BORDER SHALL BE ADDED. 2.GLASS BEADS SHALL BE APPLIED ONLY TO PERMANENT MARKINGS AS INDICATED IN SPECIFICATION P-620. 3.DO NOT APPLY GLASS BEADS TO BLACK PAINT. GENERAL NOTES: 6" DIAMETER YELLOW DOT OVER ASPHALT CAP 6" WIDE YELLOW PAINT STRIPE R=5' DIMENSION MEASURED TO CENTER OF STRIPE 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 WHITE TEXT, TYP. 9.5' AHEAD LANE ONE ALIGN TEXT WITH END OF CENTERLINE DASH & CENTER IN LANE 1' 1' 7.5' 5.5' 4' TYP. TYPICAL DRIVE LANE STRIPING, SEE DETAIL C3.5 8 WHITE TEXT, TYP. 6" WHITE DASHED DRIVE LANE CENTERLINE, WHERE SHOWN IN PLANS 15' TYPICAL DASH25' TYPICAL GAP 6" SOLID WHITE DRIVE LANE EDGE, TYP. WI D T H , W , VA R I E S P E R P L A N W/ 2 W/ 2 ALIGN STOP BAR WITH END OF CENTERLINE DASH & CENTER IN LANE 1' 7.5' 4' TYPICAL DRIVE LANE STRIPING, SEE DETAIL C3.5 8 WHITE TEXT STOP 16 " WHITE STOP BAR SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 2 OF 3 C3.5 60 OF 112 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 R-431360 C3.5 13 SCALE=NTS STOP MARKING DATE: APRIL 20254/14/2025 TAXIWAY EDGE STRIPING REFERENCE PIONT TA X I W A Y A 1 RUNWAY 16-34 NOTE: 1.LENGTH AND ALIGNMENT OF SHOULDER STRIPING SHALL BE BASED ON OUTER EDGE OF TAXIWAY EDGE STRIPING LAKE WASHINGTON 4 E Q . S P A C E S @ 2 5 ' 3-FOOT WIDE YELLOW SHOULDER STRIPE PROPOSED PAVING LIMITS 25' TYP . S E E N O T E 1 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE: CENTURY WEST E N G I N E E R I N G PUGET SOUND OFFICE 22232 17TH AVENUE SE SUITE #206 PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE 1 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 425.286.6602 OFFICE BOTHELL, WA 98021 R LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TE D - 4 0 - 4 3 1 3 MARCH 2025 35022.008.02 AS NOTED GJR SAW DMY PAVEMENT MARKING DETAILS 3 OF 3 C3.6 61 OF 112 C3.6 14 SCALE=NTS TAXIWAY A1 ENLARGED SHOULDER PLAN R-431361 DATE: APRIL 20254/14/2025 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 2 2 2 2 2 (TYP.)1 (TYP.)4 (TYP.)4 (TYP.)4 (TYP.)1 5 1(TYP.) 1(TYP.) R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C5 . 1 Ap r i l 1 1 , 2 0 2 5 0 2 : 1 6 : 5 0 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL PLAN 1 OF 3 C5.1 62 OF 112 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 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 3, SHEET C5.62 3 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 5 R-431362 1 6 INSTALL SILT FENCE PER DETAIL 2, SHEET C5.6 7 INSTALL SEDIMENT TRAP PER DETAIL 1, SHEET C5.6 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN PROTECTION EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET EROSION CONTROL BLANKET WHEEL WASH SILT FENCEXX 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 25 25 25 23 23 24 24 22 23 23 24 24 24(TYP.)1 2 2 (TYP.)4 (TYP.)1 5 4(TYP.) 5 R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C5 . 2 Ap r i l 1 1 , 2 0 2 5 0 2 : 1 7 : 0 0 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL PLAN 2 OF 3 C5.2 63 OF 112 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 R-431363 INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSED CATCH BASINS PER DETAIL 1, SHEET C5.4 1 2 3 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 5 INSTALL INTERCEPTOR DIKE PER DETAIL 3, SHEET C5.6 1 6 INSTALL SILT FENCE PER DETAIL 2, SHEET C5.6 7 INSTALL SEDIMENT TRAP PER DETAIL 1, SHEET C5.6 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN PROTECTION EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET EROSION CONTROL BLANKET WHEEL WASH SILT FENCEXX MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 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. 2 2 (TYP.)1 (TYP.)4 (TYP.)1 (TYP.)4 (TYP.) 3 5 (TYP.)4 2 5 2 42 (TYP.)2 X X X X X X X X X X X X X X X X X X X X X SA = 917 SF 7 245 LF 6 R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C5 . 3 Ap r i l 1 1 , 2 0 2 5 0 2 : 1 7 : 1 1 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL PLAN 3 OF 3 C5.3 64 OF 112 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 PROTECTION EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) PROPOSED STORM INLET EROSION CONTROL BLANKET WHEEL WASH EROSION CONTROL NOTES R-431364 INSTALL STORM DRAIN CATCH BASIN INSERT FOR EXISTING AND PROPOSED CATCH BASINS PER DETAIL 1, SHEET C5.4 1 2 3 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 5 INSTALL INTERCEPTOR DIKE PER DETAIL 3, SHEET C5.6 1 6 INSTALL SILT FENCE PER DETAIL 2, SHEET C5.6 7 INSTALL SEDIMENT TRAP PER DETAIL 1, SHEET C5.6 SILT FENCEXX R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : DT L S - 1 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 8 : 1 9 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL DETAILS 1 OF 3 C5.4 65 OF 112 R-431365 1 1 EROSION CONTROL BLANKET 2 CATCH BASIN INSERT SCALE=NTSSCALE=NTS R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : DT L S - 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 8 : 2 4 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS EROSION CONTROL DETAILS 2 OF 3 C5.5 66 OF 112 R-431366 1 21 SCALE=NTSSCALE=NTS EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES WHEEL WASH AND PAVED CONSTRUCTION ENTRANCE R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : DT L S - 3 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 8 : 2 8 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW CEF CTH EROSION CONTROL DETAILS 3 OF 3 C5.6 67 OF 112 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 R-431367 1 21 SEDIMENT TRAP SILT FENCE SCALE=NTSSCALE=NTSSCALE=NTS 3 INTERCEPTOR DIKE ------------ APRIL 2025 35022.008.02 NTS DSW AWB MS STORM DRAINAGE GENERAL NOTES C6.0 68 OF 112 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TOCORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.NOT USED. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 20. 13.NOT USED. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS AS SHOWN ON THE PLANS. STRUCTURES SHALL HAVE ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN ON THE AIRPORT. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC AIRFIELD AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.NOT USED. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMSSHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.NOT USED. 18.ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·4 - 8 INCH ROCK / 40 - 70% PASSING; ·2 - 4 INCH ROCK / 30 - 40% PASSING; AND ·LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.NOT USED. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED "STORM” OR "DRAIN" SHALL BE LOCATED AT THE POINT OF CONNECTION OF A STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE AIRCARFT MOVEMENT AREA THAT MAY INTERRUPT NORMAL AIRCRAFT AND VEHICLE FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.NOT USED. 28.NOT USED. 29.NOT USED. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31.NOT USED. SURFACE WATER PLAN NOTES R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 0 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 8 : 5 8 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 R-431368 1 10''W PRD 12 ' ' W 12 ' ' W 12 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 1 6 ' ' 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 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A 110 LF 80 LF 12" DI 173 LF 12" RCP 119 LF 102 LF 12" RCP 65 LF 12" DI 74 LF 12" DI 47 LF 12" DI 113 LF 40 LF 12" DI 40 LF 12" DI 76 LF 12" DI 38 LF 12" DI 86 LF 12" RCP 24.90 RUNWAY 16-34 38 LF 12" RCP 8 LF (EXISTING-EST.) NEW ELV: 24.24 24.0 23 . 6 23.6 24.0 25.0 25.4 23. 0 23.6 24.0 23.4 23.2 25.0 26.0 NEW ELV: 25.59 75 LF SD SD SD IE 12" RCP(S)=21.11' CB26 - BID SCH B CB TYPE 4 - AIRCRAFT RATED SMH STA: 24+51.05, 59.08' LT RIM: 25.83 INV IN (12"): 20.52 E INV IN (12"): 20.53 S INV OUT (12"): 20.52 W CB27 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 22+78.04, 59.07' LT RIM: 25.52 INV IN (12"): 21.40 W INV OUT (12"): 21.40 N CB19 - BID SCH B CB TYPE 4 - AIRCRAFT RATED SMH STA: 30+72.75, 60.00' LT RIM: 25.15 INV IN (12"): 18.76 E INV IN (12"): 18.76 N INV OUT (12"): 18.76 W CB29 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 22+40, 97.24' LT RIM: 24.96 INV IN (12"): 21.74 S INV OUT (12"): 21.74 N CB30 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 22+00, 97.24' LT RIM: 24.94 INV IN (12"): 21.90 S INV OUT (12"): 21.90 N CB31 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 21+60, 97.00' LT RIM: 24.85 INV IN (12"): 22.06 S INV OUT (12"): 22.06 N CB32 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 20+80, 97.00' LT RIM: 24.78 INV OUT (12"): 22.38 N CB25 CB TYPE 1 STA: 23+60.54, 72.60' RT RIM: 23.43 INV IN (6"): 21.84 W INV OUT (12"): 21.34 N CB23 CB TYPE 1 STA: 27+44.69, 49.32' RT RIM: 23.41 INV IN (12"): 19.84 E INV IN (6"): 20.30 NW INV OUT (12"): 19.84 W CB22 CB TYPE 1 STA: 31+00.28, 114.50' RT RIM: 22.45 INV OUT (12"): 20.30 S CB21 CB TYPE 1 STA: 30+26.29, 114.51' RT RIM: 22.36 INV IN (12"): 19.80 N INV OUT (12"): 19.80 W CB24 CB TYPE 1 STA: 27+44.07, 96.43' RT RIM: 22.19 INV OUT (12"): 20.30 W CB28 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 22+78.03, 97.25' LT RIM: 24.98 INV IN (12"): 21.59 S INV OUT (12"): 21.59 E CB18 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 31+74.45, 60.00' LT RIM: 24.79 INV IN (12"): 19.90 N INV OUT (12"): 19.90 S SD SDSD IE 6" PVC(SW)=20.06' IE 6" PVC(NW)=20.06' IE 12" DI(E)=19.42' CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 (EXISTING-EST.) PLUG INLET IN CB R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 9 : 0 6 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 3 C6.1 69 OF 112 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 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 STRUCTURE CONTRACTOR TO POTHOLE LOCATION AS SOON AS POSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TO PREPARING STORM DRAINAGE STRUCTURE SUBMITTALS TO CONFIRM EXISTING STORM AND UTILITY LOCATIONS ABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILL WITH CLSM PER P-153 GENERAL NOTES A.AIRCRAFT-RATED STORM DRAINAGE STRUCTURES, TYPE 2, 3, & 4 CATCH BASINS, SHALL BE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOAD. B.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES. R-431369 TRENCHLESS PIPE REPAIR/REMOVE SEDIMENT AND DEBRIS 1 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 H 15 MP H 15 MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 176 LF 12" DI193 LF 12" DI 95 LF 12" RCP 12 LF 12" RCP 148 LF 12" DI 166 LF 12" DI 9 LF 99 LF 69 LF 62 LF 86 LF INV IN (12"): UNKNOWN E (EXISTING) 137 LF 12" DI 23.2 23.2 23.0 24.2 2 2 . 6 22.2 23.0 24.0 23.0 24.0 24.2 24 . 4 24. 2 24.4 25.0 25.0 NEW ELV: 24.15 SD IE 12" RCP(E)=17.95' IE 12" RCP(N)=20.23' SD S D SD SD CB17 - BID SCH B CB TYPE 3 - AIRCRAFT RATED STA: 32+60.08, 60.00' LT RIM: 24.68 INV OUT (12"): 20.35 S CB14 CB TYPE 2 - 48" AIRCRAFT RATED STA: 36+77.72, 60.00' LT RIM: 24.55 INV IN (12"): 16.91 SE INV IN (12"): 16.91 NE INV OUT (12"): 16.91 W CB11 CB TYPE 1 STA: 41+59.31, 99.32' RT RIM: 22.56 INV IN (12"): 19.07 S INV IN (6"): 19.57 W INV OUT (12"): 19.07 N CB16 CB TYPE 1 STA: 36+67.97, 113.89' RT RIM: 22.47 INV IN (12"): 19.40 N INV OUT (12"): 19.40 SW CB13 CB TYPE 1 STA: 38+02.53, 86.60' RT RIM: 22.01 INV IN (6"): 19.00 SE INV IN (6"): 19.00 NW INV OUT (12"): 18.50 SW CB10 CB TYPE 1 STA: 43+25.62, 99.21' RT RIM: 21.90 INV IN (12"): 18.57 S INV IN (12"): 20.60 E INV OUT (12"): 18.57 W CB12 CB TYPE 1 STA: 40+11.71, 99.42' RT RIM: 21.80 INV OUT (12"): 19.51 N IE 6" PVC(W)=20.23' IE 6" RCP(N)=19.95' CB15 CB TYPE 1 STA: 35+97.16, 50.84' RT RIM: 23.24 INV IN (12"): 18.85 S INV IN (12"): 18.85 NE INV OUT (12"): 18.85 NW 12 LF 12" RCP (EXISTING-EST.) R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 9 : 1 0 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 3 C6.2 70 OF 112 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 N 0 SCALE 1" = 40 80 40 STORM DRAINAGE NOTES GENERAL NOTES SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM STRUCTURE REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN CONNECT TO EXISTING STRUCTURE INSTALL NEW STORM DRAINAGE PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN INSTALL NEW STORM DRAIN PIPE AND CONNECT TO EXISTING STORM DRAIN PIPE WHERE EXISTING CATCH BASIN HAS BEEN REMOVED ADJUST STRUCTURE TO GRADE REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN CONTRACTOR TO POTHOLE LOCATION AS SOON AS POSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TO PREPARING STORM DRAINAGE STRUCTURE SUBMITTALS TO CONFIRM EXISTING STORM AND UTILITY LOCATIONS ABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILL WITH CLSM PER P-153 R-431370 TRENCHLESS PIPE REPAIR/REMOVE SEDIMENT AND DEBRIS A.AIRCRAFT-RATED STORM DRAINAGE STRUCTURES, TYPE 2, 3, & 4 CATCH BASINS, SHALL BE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOAD. B.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES. 1 8''W MP H 15 MP H 15 TA X I W A Y A 2 RUNWAY 16-34 160 LF 64 LF 12" RCP 70 LF 12" RCP 161 LF 100 LF 12" DI 40 LF 12" RCP TA X I W A Y A 1 22.0 23.0 24.0 22.0 23.0 80 LF 12" DI 134 LF 12" DI 131 LF PROTECT EXISTING KC SEWER MAIN, TYP. INV IN (12"): UNKNOWN (EXISTING) TAXIWAY A 6 LF 12" RCP 20.6 19.619.8 20. 4 20. 2 21. 0 22.6 23.2 24.2 20.0 20.6 20.8 (EXISTING-EST.) (EXISTING-EST.) (EXISTING-EST.) (EXISTING-EST.) SCH C SCH C 23.0 24.0 25.0 22.0 NEW ELV: 21.00 SD IE 6" PVC(W)=18.18' IE 12" RCP(N)=17.91' IE 12" RCP(SE)=17.91' SD CB2 CB TYPE 1 STA: 51+91.56, 100.64' RT RIM: 21.26 INV IN (12"): 17.68 S INV IN (12"): 17.68 N INV OUT (12"): 17.68 W CB4 CB TYPE 1 STA: 50+33.48, 133.78' RT RIM: 20.78 INV IN (6"): 18.30 S INV OUT (12"): 18.26 NW CB1 CB TYPE 1 STA: 52+58.28, 120.31' RT RIM: 20.29 INV IN (6"): 18.42 W INV OUT (12"): 17.93 S CB6 CB TYPE 1 STA: 48+76.30, 100.24' RT RIM: 19.94 INV IN (12"): 15.69 S INV IN (6"): 16.45 N INV OUT (12"): 15.69 W CB9 CB TYPE 1 STA: 46+22.13, 100.22' RT RIM: 19.36 INV OUT (12"): 16.71 N CB7 CB TYPE 1 STA: 48+36.20, 100.44' RT RIM: 19.21 INV IN (12"): 15.85 S INV IN (6"): 16.31 W INV OUT (12"): 15.85 N CB8 CB TYPE 1 STA: 47+02.13, 100.30' RT RIM: 19.06 INV IN (12"): 16.39 S INV OUT (12"): 16.39 N CB5 - BID SCH C CB TYPE 4 - AIRCRAFT RATED SMH STA: 48+75.96, 59.76' LT RIM: 22.38 INV IN (12"): 15.31 E INV OUT (12"): 15.31 W CB3 - BID SCH C CB TYPE 4 - AIRCRAFT RATED SMH STA: 51+91.27, 60.00' LT RIM: 23.29 INV IN (12"): 17.12 E INV OUT (12"): 17.12 W R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : 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 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 9 : 1 5 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 3 C6.3 71 OF 112 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 N 0 SCALE 1" = 40 80 40 STORM DRAINAGE NOTES GENERAL NOTES SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM STRUCTURE REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN CONNECT TO EXISTING STRUCTURE INSTALL NEW STORM DRAINAGE PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN INSTALL NEW STORM DRAIN PIPE AND CONNECT TO EXISTING STORM DRAIN PIPE WHERE EXISTING CATCH BASIN HAS BEEN REMOVED ADJUST STRUCTURE TO GRADE REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN CONTRACTOR TO POTHOLE LOCATION AS SOON AS POSSIBLE AFTER CONTRACT EXECUTION AND PRIOR TO PREPARING STORM DRAINAGE STRUCTURE SUBMITTALS TO CONFIRM EXISTING STORM AND UTILITY LOCATIONS ABANDON EXISTING STORM DRAIN PIPE IN PLACE, FILL WITH CLSM PER P-153 R-431371 TRENCHLESS PIPE REPAIR/REMOVE SEDIMENT AND DEBRIS A.AIRCRAFT-RATED STORM DRAINAGE STRUCTURES, TYPE 2, 3, & 4 CATCH BASINS, SHALL BE AIRCRAFT LOAD RATED FOR A 100 KIP WHEEL LOAD. B.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES. 1 10''W PRD 12 ' ' W 12 ' ' W 12 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 1 6 ' ' 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 TAXIWAY A 69 LF AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E ST O P 50 LF58 LF 66 LF TA X I W A Y A 4 194 LF 99 LF 102 LF 44 LF 32 LF44 LF23 LF CO 59 STA: 23+61.14, 26.63' RT RIM: 24.85 INV IN (6"): 22.09 N INV IN (6"): 22.09 S INV OUT (6"): 22.09 E CO 57 STA: 26+07.36, 27.29' RT RIM: 24.56 INV OUT (6"): 22.06 N CO 56 STA: 28+01.49, 27.16' RT RIM: 24.19 INV IN (6"): 20.87 N INV IN (6"): 20.87 S INV OUT (6"): 20.87 SE CO 53 STA: 28+12.39, 197.45' RT RIM: 24.27 INV OUT (6"): 21.77 N CO 48 STA: 29+88.96, 26.86' RT RIM: 24.12 INV IN (6"): 20.79 S INV IN (6"): 20.79 N INV OUT (6"): 20.79 NE CO 44 STA: 32+05.34, 26.90' RT RIM: 23.99 INV OUT (6"): 21.49 S CO 52 STA: 29+67.78, 199.20' RT RIM: 24.13 INV OUT (6"): 21.63 S CO 43 STA: 32+10.67, 26.89' RT RIM: 23.98 INV OUT (6"): 21.48 N CO 54 STA: 28+64.72, 154.24' RT RIM: 23.79 INV IN (6"): 21.29 E INV OUT (6"): 21.29 W CO 51 STA: 29+11.84, 161.34' RT RIM: 23.76 INV IN (6"): 21.26 NE INV OUT (6"): 21.26 W CO 50 STA: 29+16.22, 59.62' RT RIM: 23.62 INV IN (6"): 21.00 E INV OUT (6"): 21.00 NW CO 55 STA: 28+58.83, 56.03' RT RIM: 23.70 INV IN (6"): 21.04 NE INV OUT (6"): 21.04 SW CO 45 STA: 30+70.76, 26.84' RT RIM: 24.13 INV IN (6"): 21.15 N INV IN (6"): 21.15 S INV OUT (6"): 21.15 SE CO 46 STA: 30+39.04, 26.91' RT RIM: 24.12 INV OUT (6"): 21.62 N CO 47 STA: 30+33.06, 26.90' RT RIM: 24.11 INV OUT (6"): 21.61 S CO 49 STA: 29+51.51, 29.71' RT RIM: 24.11 INV IN (6"): 20.89 SE INV OUT (6"): 20.89 N CO 58 STA: 24+27.45, 26.84' RT RIM: 24.76 INV OUT (6"): 22.26 S CO 60 STA: 22+52.19, 26.78' RT RIM: 24.91 INV OUT (6"): 22.41 N 44 LF 71 LF TAX I W A Y A 5 72 LF 47 LF 135 LF CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 CONNECT TO EXISTING UNDERDRAIN. CONTRACTOR SHALL VERIFY INVERT ELEVATION. CONNECT TO EXISTING UNDERDRAIN. CONTRACTOR SHALL VERIFY INVERT ELEVATION. 109 LF R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 4 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 9 : 4 9 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS UNDERDRAIN PLAN 1 OF 3 C6.4 72 OF 112 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 UNDERDRAIN NOTES INSTALL 6" UNDERDRAIN (SEE DETAILS 1 AND 4, SHEET C6.18) INSTALL CLEANOUT (SEE DETAIL 3, SHEET C6.18) EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE EXISTING UNDERDRAIN PERFORATED PIPE GENERAL NOTES R-431372 1 A.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES. CONNECT TO STORM DRAINAGE STRUCTURE, SEE STORM DRAINAGE SHEETS FOR UNDERDRAIN INVERT ELEVATIONS INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAILS 2 AND 5, SHEET C6.18) CONNECT TO EXISTING CLEANOUT 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 TAXIWAY A RUNWAY 16-34 124 LF MP H 15 MP H 15 MP H 15 MP H 15 AH E A D LA N E ON E T A X I W A Y A 3 129 LF 72 LF 60 LF 20 LF 22 LF 47 LF CO 34 STA: 40+09.44, 196.52' RT RIM: 24.01 INV IN (6"): 20.53 S INV OUT (6"): 20.53 N CO 42 STA: 34+05.50, 27.10' RT RIM: 23.92 INV IN (6"): 20.99 S INV OUT (6"): 20.99 N CO 22 STA: 43+12.52, 26.94' RT RIM: 23.46 INV OUT (6"): 20.96 N CO 24 STA: 41+59.35, 27.43' RT RIM: 23.35 INV IN (6"): 20.47 N INV IN (6"): 20.47 S INV OUT (6"): 20.47 E CO 25 STA: 40+10.29, 27.12' RT RIM: 23.34 INV OUT (6"): 20.84 N CO 31 STA: 37+63.12, 119.55' RT RIM: 22.97 INV IN (6"): 20.24 SW INV IN (6"): 20.24 NE INV OUT (6"): 20.24 NW CO 36 STA: 37+17.10, 138.97' RT RIM: 22.86 INV IN (6"): 20.36 NE INV OUT (6"): 20.36 SW CO 37 STA: 36+83.23, 106.55' RT RIM: 22.79 INV IN (6"): 20.24 SW INV IN (6"): 20.24 NE INV OUT (6"): 20.24 SE CO 23 STA: 42+88.82, 27.01' RT RIM: 23.43 INV OUT (6"): 20.93 S CO 26 STA: 39+97.59, 27.40' RT RIM: 23.33 INV OUT (6"): 20.83 S CO 29 STA: 37+51.10, 30.56' RT RIM: 23.48 INV OUT (6"): 20.98 SE CO 35 STA: 37+33.37, 193.20' RT RIM: 23.91 INV OUT (6"): 21.41 NW CO 39 STA: 36+08.49, 40.34' RT RIM: 23.58 INV OUT (6"): 21.08 NE CO 40 STA: 36+03.55, 36.92' RT RIM: 23.64 INV OUT (6"): 21.14 SW CO 30 STA: 37+25.46, 76.84' RT RIM: 22.89 INV IN (6"): 20.39 W INV OUT (6"): 20.39 NE CO 33 STA: 38+23.04, 151.42' RT RIM: 23.22 INV OUT (6"): 20.72 N CO 28 STA: 37+56.74, 28.56' RT RIM: 23.48 INV OUT (6"): 20.98 N CO 41 STA: 35+85.18, 29.22' RT RIM: 23.82 INV IN (6"): 20.54 N INV IN (6"): 20.54 S INV OUT (6"): 20.54 E CO 32 STA: 38+03.99, 141.74' RT RIM: 23.15 INV OUT (6"): 20.65 S CO 38 STA: 36+38.42, 66.85' RT RIM: 23.13 INV IN (6"): 20.63 SW INV OUT (6"): 20.63 NE CO 27 STA: 38+74.14, 27.28' RT RIM: 23.39 INV IN (6"): 20.52 N INV IN (6"): 20.52 S INV OUT (6"): 20.52 SE 60 LF 9 LF 195 LF 180 LF 40 LF 70 LF 192 LF 47LF 93 LF 40 LF 117 LF 57 LF 149 LF 200 LF 15 LF CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF DOWNSTREAM EXISTING CLEANOUT PRIOR TO INSTALLING UNDERDRAIN R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 5 Ap r i l 1 1 , 2 0 2 5 0 1 : 2 9 : 5 5 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS UNDERDRAIN PLAN 2 OF 3 C6.5 73 OF 112 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 GENERAL NOTES R-431373 1 A.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES. UNDERDRAIN NOTES EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE EXISTING UNDERDRAIN PERFORATED PIPE INSTALL 6" UNDERDRAIN (SEE DETAILS 1 AND 4, SHEET C6.18) INSTALL CLEANOUT (SEE DETAIL 3, SHEET C6.18) CONNECT TO STORM DRAINAGE STRUCTURE, SEE STORM DRAINAGE SHEETS FOR UNDERDRAIN INVERT ELEVATIONS INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAILS 2 AND 5, SHEET C6.18) CONNECT TO EXISTING CLEANOUT 8''W MP H 15 MP H 15 TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 64 LF MP H 15MP H 15 31 LF 39 LF 12 LF 67 LF 61 LF CO 3 STA: 53+19.52, 26.98' RT RIM: 23.08 INV IN (6"): 19.78 N INV OUT (6"): 19.78 S CO 21 STA: 45+12.51, 27.13' RT RIM: 23.07 INV IN (6"): 20.46 S INV OUT (6"): 20.46 N CO 1 STA: 56+28.05, 80.32' RT RIM: 22.94 INV OUT (6"): 20.44 N CO 4 STA: 52+61.14, 27.01' RT RIM: 22.97 INV IN (6"): 19.36 N INV IN (6"): 19.36 S INV OUT (6"): 19.36 E CO 5 STA: 52+23.55, 27.02' RT RIM: 22.94 INV IN (6"): 19.45 S INV OUT (6"): 19.45 N CO 14 STA: 48+82.86, 197.81' RT RIM: 22.82 INV OUT (6"): 20.32 N CO 13 STA: 50+22.44, 195.42' RT RIM: 22.68 INV OUT (6"): 20.18 SW CO 2 STA: 54+89.08, 39.82' RT RIM: 22.67 INV IN (6"): 20.13 NE INV OUT (6"): 20.13 SW CO 20 STA: 47+12.37, 28.54' RT RIM: 22.21 INV IN (6"): 19.70 S INV OUT (6"): 19.70 N CO 6 STA: 52+14.14, 85.12' RT RIM: 22.11 INV OUT (6"): 19.61 W CO 7 STA: 52+10.15, 89.13' RT RIM: 22.05 INV OUT (6"): 19.55 S CO 12 STA: 49+94.98, 133.26' RT RIM: 21.73 INV IN (6"): 18.81 W INV IN (6"): 18.81 E INV OUT (6"): 18.81 N CO 19 STA: 48+36.14, 41.16' RT RIM: 21.71 INV IN (6"): 19.01 N INV IN (6"): 19.01 S INV OUT (6"): 19.01 E CO 8 STA: 51+27.26, 89.00' RT RIM: 21.58 INV IN (6"): 18.89 N INV IN (6"): 18.89 S INV OUT (6"): 18.89 E CO 11 STA: 49+96.12, 102.30' RT RIM: 21.47 INV IN (6"): 18.89 W INV OUT (6"): 18.89 ECO 16 STA: 49+09.06, 103.14' RT RIM: 21.19 INV IN (6"): 18.69 E INV IN (6"): 18.69 W INV OUT (6"): 18.69 S CO 10 STA: 50+50.32, 88.99' RT RIM: 21.54 INV OUT (6"): 19.04 S CO 9 STA: 50+60.68, 88.94' RT RIM: 21.56 INV OUT (6"): 19.06 N CO 18 STA: 48+73.34, 46.69' RT RIM: 21.60 INV OUT (6"): 19.10 S CO 17 STA: 48+79.08, 48.43' RT RIM: 21.57 INV OUT (6"): 19.07 NE CO 15 STA: 49+13.42, 170.27' RT RIM: 22.17 INV IN (6"): 19.67 E INV OUT (6"): 19.67 W INV IN (12"): 17.91 SE INV IN (6"): 18.50 W 74 LF 93 LF PROTECT EXISTING KC SEWER MAIN, TYP. 200 LF 124 LF 59 LF 38 LF 66 LF 33 LF 67 LF 45 LF 83 LF 38 LF 58 LF 140 LF 125 LF R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 6 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 0 : 0 0 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW AWB MS UNDERDRAIN PLAN 3 OF 3 C6.6 74 OF 112 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 GENERAL NOTES R-431374 1 A.EXISTING CATCH BASINS MUST BE PROTECTED IN PLACE DURING CONSTRUCTION ACTIVITIES. UNDERDRAIN NOTES EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM STRUCTURE (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE EXISTING UNDERDRAIN PERFORATED PIPE INSTALL 6" UNDERDRAIN (SEE DETAILS 1 AND 4, SHEET C6.18) INSTALL CLEANOUT (SEE DETAIL 3, SHEET C6.18) CONNECT TO STORM DRAINAGE STRUCTURE, SEE STORM DRAINAGE SHEETS FOR UNDERDRAIN INVERT ELEVATIONS INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAILS 2 AND 5, SHEET C6.18) CONNECT TO EXISTING CLEANOUT HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 28 TO CB 27 38 LF 12" RCP @ 0.50% ST A : 0 + 1 0 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 9 8 IN V I N : 2 1 . 5 9 ( 1 2 " S ) IN V O U T : 2 1 . 5 9 ( 1 2 " E ) CB28 - BID SCH B ST A : 0 + 4 8 . 1 7 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 5 . 5 2 IN V I N : 2 1 . 4 0 ( 1 2 " W ) IN V O U T : 2 1 . 4 0 ( 1 2 " N ) CB27 - BID SCH B APPROXIMATE EX. TELECOM CONTRACTOR TO CONFIRM DEPTH PROPOSED GRADE EXISTING GRADE HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 32 TO CB 28 ST A : 0 + 0 8 . 6 7 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 7 8 IN V O U T : 2 2 . 3 8 ( 1 2 " N ) CB32 - BID SCH B ST A : 0 + 8 8 . 6 7 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 8 5 IN V I N : 2 2 . 0 6 ( 1 2 " S ) IN V O U T : 2 2 . 0 6 ( 1 2 " N ) CB31 - BID SCH B 40 LF 12" DI @ 0.40% ST A : 1 + 6 8 . 6 7 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 9 6 IN V I N : 2 1 . 7 4 ( 1 2 " S ) IN V O U T : 2 1 . 7 4 ( 1 2 " N ) CB29 - BID SCH B PROPOSED GRADE EXISTING GRADE 40 LF 12" DI @ 0.40% ST A : 1 + 2 8 . 6 7 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 9 4 IN V I N : 2 1 . 9 0 ( 1 2 " S ) IN V O U T : 2 1 . 9 0 ( 1 2 " N ) CB30 - BID SCH B 38 LF 12" DI @ 0.40% ST A : 2 + 0 6 . 7 0 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 9 8 IN V I N : 2 1 . 5 9 ( 1 2 " S ) IN V O U T : 2 1 . 5 9 ( 1 2 " E ) CB28 - BID SCH B 80 LF 12" DI @ 0.40% AHEAD LANE ONELA N E ON E AH E A D LA N E ON E ST O P AH E A D LA N E ON E HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 27 TO CB 26 173 LF 12" RCP @ 0.50% ST A : 0 + 1 0 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 5 . 5 2 IN V I N : 2 1 . 4 0 ( 1 2 " W ) IN V O U T : 2 1 . 4 0 ( 1 2 " N ) CB27 - BID SCH B ST A : 1 + 8 3 CB T Y P E 4 - A I R C R A F T R A T E D S M H RI M : 2 5 . 8 3 IN V I N : 2 0 . 5 2 ( 1 2 " E ) IN V I N : 2 0 . 5 3 ( 1 2 " S ) IN V O U T : 2 0 . 5 2 ( 1 2 " W ) CB26 - BID SCH B PROPOSED GRADE EXISTING GRADE IN V O U T : 2 0 . 5 2 ( 1 2 " W ) R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 7 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 1 : 0 1 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 1 OF 8 C6.7 75 OF 112 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBX N 0 SCALE 1" = 30 60 30' MBXMBX R-431375 1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 25 TO SDCB 360 ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 3 . 4 3 IN V I N : 2 1 . 8 4 ( 6 " W ) IN V O U T : 2 1 . 3 4 ( 1 2 " N ) CB25 76 LF 12" DI @ 0.30% EXISTING GRADE ST A : 0 + 8 6 . 1 1 EX C B RI M : 2 3 . 1 5 IN V I N : 2 1 . 1 1 ( 1 2 " S ) IN V O U T : 2 1 . 1 1 ( 1 2 " N W ) SDCB-360 IN V I N : 2 1 . 1 1 ( 1 2 " S ) PROPOSED GRADE TAX I W A Y A 5 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 23 TO CB 24 47 LF 12" DI @ 0.98% ST A : 0 + 5 7 . 1 1 CB T Y P E 1 RI M : 2 2 . 1 9 IN V O U T : 2 0 . 3 0 ( 1 2 " W ) CB24 PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. WATER TO BE ABANDONED CONTRACTOR TO CONFIRM DEPTH ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 3 . 4 1 IN V I N : 1 9 . 8 4 ( 1 2 " E ) IN V I N : 2 0 . 3 0 ( 6 " N W ) IN V O U T : 1 9 . 8 4 ( 1 2 " W ) CB23 APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH IN V O U T : 1 9 . 8 4 ( 1 2 " W ) AHEAD LANE ONE TA X I W A Y A R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 8 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 1 : 1 3 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 2 OF 8 C6.8 76 OF 112 N 0 SCALE 1" = 30 60 30' MBX R-431376 N 0 SCALE 1" = 30 60 30' MBX 1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 21 TO CB 22 ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 2 . 3 6 IN V I N : 1 9 . 8 0 ( 1 2 " N ) IN V O U T : 1 9 . 8 0 ( 1 2 " W ) CB21 74 LF 12" DI @ 0.68% ST A : 0 + 8 3 . 9 9 CB T Y P E 1 RI M : 2 2 . 4 5 IN V O U T : 2 0 . 3 0 ( 1 2 " S ) CB22 PROPOSED GRADE EXISTING GRADE TAXIWAY A HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 19 TO CB 21 52 LF 12" DI @ 0.76% ST A : 1 + 9 3 . 7 6 CB T Y P E 1 RI M : 2 2 . 3 6 IN V I N : 1 9 . 8 0 ( 1 2 " N ) IN V O U T : 1 9 . 8 0 ( 1 2 " W ) CB21 ST A : 1 + 2 9 . 0 1 EX C B RI M : 2 3 . 4 2 IN V I N : 1 9 . 3 1 ( 1 2 " E ) IN V I N : 2 0 . 0 6 ( 6 " S W ) IN V I N : 2 0 . 0 6 ( 6 " N W ) IN V O U T : 1 9 . 3 1 ( 1 2 " W ) SDCB 251 ST A : 0 + 0 9 . 9 9 CB T Y P E 4 - A I R C R A F T R A T E D S M H RI M : 2 5 . 1 5 IN V I N : 1 8 . 7 6 ( 1 2 " E ) IN V I N : 1 8 . 7 6 ( 1 2 " N ) IN V O U T : 1 8 . 7 6 ( 1 2 " W ) CB19 - BID SCH B PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. ELECTRICAL TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH ST A : 0 + 3 3 . 1 9 EX C B RI M : 2 4 . 9 8 IN V I N : 1 8 . 9 0 ( 1 2 " E ) IN V O U T : 1 8 . 9 0 ( 1 2 " W ) SDCB-201 EX. 96 LF 12" DI @ 0.43% EX. 23 LF 12" DI @ 0.60% IN V I N : 1 8 . 7 6 ( 1 2 " E ) IN V O U T : 1 8 . 7 6 ( 1 2 " W ) EX. 13 LF 12" DI @ 0.76% ST A : 3 0 + 2 6 . 6 1 EX C B RI M : 2 2 . 7 0 IN V I N : 1 9 . 4 1 ( 1 2 " E ) IN V O U T : 1 9 . 4 1 ( 1 2 " W ) SDCB-358 IN V I N : 2 0 . 0 6 ( 6 " S W ) IN V I N : 2 0 . 0 6 ( 6 " N W ) IN V I N : 1 9 . 4 1 ( 1 2 " E ) TA X I W A Y A R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 9 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 1 : 2 8 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 3 OF 8 C6.9 77 OF 112 R-431377 N 0 SCALE 1" = 30 60 30' MBX N 0 SCALE 1" = 30 60 30' MBX 1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB19 TO CB17 102 LF 12" RCP @ 1 . 1 2 % ST A : 1 + 9 7 . 3 3 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 6 8 IN V O U T : 2 0 . 3 5 ( 1 2 " S ) CB17 - BID SCH B ST A : 0 + 1 0 CB T Y P E 4 - A I R C R A F T R A T E D S M H RI M : 2 5 . 1 5 IN V I N : 1 8 . 7 6 ( 1 2 " E ) IN V I N : 1 8 . 7 6 ( 1 2 " N ) IN V O U T : 1 8 . 7 6 ( 1 2 " W ) CB19 - BID SCH B PROPOSED GRADE EXISTING GRADE ST A : 1 + 1 1 . 6 9 CB T Y P E 3 - A I R C R A F T R A T E D RI M : 2 4 . 7 9 IN V I N : 1 9 . 9 0 ( 1 2 " N ) IN V O U T : 1 9 . 9 0 ( 1 2 " S ) CB18 - BID SCH B 86 LF 12" RCP @ 0.53% TAXIWAY A TAXIWAY A3 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB15 TO CB16 95 LF 12" RCP @ 0.58% ST A : 0 + 2 2 . 0 4 CB T Y P E 1 RI M : 2 3 . 2 4 IN V I N : 1 8 . 8 5 ( 1 2 " S ) IN V I N : 1 8 . 8 5 ( 1 2 " N E ) IN V O U T : 1 8 . 8 5 ( 1 2 " N W ) CB15 ST A : 1 + 2 7 . 1 2 EX S D C B RI M : 2 2 . 2 6 IN V I N : 1 9 . 9 5 ( 6 " N W ) IN V O U T : 1 9 . 4 5 ( 1 2 " S ) SDCB-242 12 LF 12" RCP @ 11.46% ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 3 . 3 3 IN V I N : 2 0 . 2 3 ( 6 " W ) IN V O U T : 2 0 . 2 3 ( 1 2 " N ) SDCB-356 ST A : 1 + 1 6 . 8 4 CB T Y P E 1 RI M : 2 2 . 4 7 IN V I N : 1 9 . 4 0 ( 1 2 " N ) IN V O U T : 1 9 . 4 0 ( 1 2 " S W ) CB16 APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH 10 LF 12" RCP @ 0.50% IN V O U T : 2 0 . 2 3 ( 1 2 " N ) IN V O U T : 1 9 . 4 5 ( 1 2 " S ) EXISTING GRADE R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 0 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 1 : 4 3 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 4 OF 8 C6.10 78 OF 112 N 0 SCALE 1" = 30 60 30' MBX R-431378 N 0 SCALE 1" = 30 60 30' MBX 1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 14 TO CB 15 ST A : 0 + 1 0 CB T Y P E 2 - 4 8 " A I R C R A F T R A T E D RI M : 2 4 . 5 5 IN V I N : 1 6 . 9 1 ( 1 2 " S E ) IN V I N : 1 6 . 9 1 ( 1 2 " N E ) IN V O U T : 1 6 . 9 1 ( 1 2 " W ) CB14 PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH ST A : 1 + 4 7 . 0 2 CB T Y P E 1 RI M : 2 3 . 2 4 IN V I N : 1 8 . 8 5 ( 1 2 " S ) IN V I N : 1 8 . 8 5 ( 1 2 " N E ) IN V O U T : 1 8 . 8 5 ( 1 2 " N W ) CB15 APPROXIMATE EX. LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH 137 LF 12" DI @ 1 . 4 2 % IN V O U T : 1 6 . 9 1 ( 1 2 " W ) HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 14 TO CB 13 ST A : 0 + 0 9 . 8 2 CB T Y P E 2 - 4 8 " A I R C R A F T R A T E D RI M : 2 4 . 5 5 IN V I N : 1 6 . 9 1 ( 1 2 " S E ) IN V I N : 1 6 . 9 1 ( 1 2 " N E ) IN V O U T : 1 6 . 9 1 ( 1 2 " W ) CB14 193 LF 12" DI @ 0.83% ST A : 2 + 0 2 . 3 5 CB T Y P E 1 RI M : 2 2 . 0 1 IN V I N : 1 9 . 0 0 ( 6 " S E ) IN V I N : 1 9 . 0 0 ( 6 " N W ) IN V O U T : 1 8 . 5 0 ( 1 2 " S W ) CB13 PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH IN V O U T : 1 6 . 9 1 ( 1 2 " W ) 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 ATC T C L E A R A N C E R E Q U I R E D TAX I W A Y A R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 1 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 1 : 5 9 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 5 OF 8 C6.11 79 OF 112 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBX MBX R-431379 1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 12 TO CB 10 148 LF 12" DI @ 0.30% ST A : 3 + 2 3 . 9 1 CB T Y P E 1 RI M : 2 1 . 9 0 IN V I N : 1 8 . 5 7 ( 1 2 " S ) IN V I N : 2 0 . 6 0 ( 1 2 " E ) IN V O U T : 1 8 . 5 7 ( 1 2 " W ) CB10 ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 1 . 8 0 IN V O U T : 1 9 . 5 1 ( 1 2 " N ) CB12 EXISTING GRADE APPROXIMATE EX. TELECOM CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. AIR CONTRACTOR TO CONFIRM DEPTH APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH IN V I N : U N K I N V ( E ) ST A : 1 + 5 7 . 6 0 CB T Y P E 1 RI M : 2 2 . 5 6 IN V I N : 1 9 . 0 7 ( 1 2 " S ) IN V I N : 1 9 . 5 7 ( 6 " W ) IN V O U T : 1 9 . 0 7 ( 1 2 " N ) CB11 166 LF 12" DI @ 0.30% HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM SDCB 21 TO CB 10 176 LF 12" DI @ 0.35% ST A : 1 + 8 6 . 2 5 CB T Y P E 1 RI M : 2 1 . 9 0 IN V I N : 1 8 . 5 7 ( 1 2 " S ) IN V I N : 2 0 . 6 0 ( 1 2 " E ) IN V O U T : 1 8 . 5 7 ( 1 2 " W ) CB10 ST A : 0 + 1 0 EX C B RI M : 2 4 . 1 5 IN V I N : 1 7 . 9 5 ( 1 2 " E ) IN V O U T : 1 7 . 9 5 ( 1 2 " W ) SDCB-21 PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE 6" UNDERDRAIN IN V I N : 1 7 . 9 5 ( 1 2 " E ) APPROXIMATE EX. WATER TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH AHEAD LANE ONE R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 2 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 2 : 1 4 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 6 OF 8 C6.12 80 OF 112 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX R-431380 1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 9 TO CB 6 80 LF 12" DI @ 0.40% ST A : 0 + 1 0 CB T Y P E 1 RI M : 1 9 . 3 6 IN V O U T : 1 6 . 7 1 ( 1 2 " N ) CB9 ST A : 0 + 9 0 CB T Y P E 1 RI M : 1 9 . 0 6 IN V I N : 1 6 . 3 9 ( 1 2 " S ) IN V O U T : 1 6 . 3 9 ( 1 2 " N ) CB8 134 LF 12" DI @ 0.40% ST A : 2 + 2 4 . 0 8 CB T Y P E 1 RI M : 1 9 . 2 1 IN V I N : 1 5 . 8 5 ( 1 2 " S ) IN V I N : 1 6 . 3 1 ( 6 " W ) IN V O U T : 1 5 . 8 5 ( 1 2 " N ) CB7 ST A : 2 + 6 4 . 1 7 CB T Y P E 1 RI M : 1 9 . 9 4 IN V I N : 1 5 . 6 9 ( 1 2 " S ) IN V I N : 1 6 . 4 5 ( 6 " N ) IN V O U T : 1 5 . 6 9 ( 1 2 " W ) CB6 PROPOSED GRADE EXISTING GRADE IN V I N : U N K I N V ( E ) 40 LF 12" RCP @ 0.40%APPROXIMATE EX. POWER CONTRACTOR TO CONFIRM DEPTH HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB 5 (BID SCH C) TO CB 6 EX. 160 LF 12" RCP @ 0.24% ST A : 1 + 7 0 . 2 4 CB T Y P E 1 RI M : 1 9 . 9 4 IN V I N : 1 5 . 6 9 ( 1 2 " S ) IN V I N : 1 6 . 4 5 ( 6 " N ) IN V O U T : 1 5 . 6 9 ( 1 2 " W ) CB6ST A : 0 + 1 0 . 2 4 CB T Y P E 4 - A I R C R A F T R A T E D S M H RI M : 2 2 . 3 8 IN V I N : 1 5 . 3 1 ( 1 2 " E ) IN V O U T : 1 5 . 3 1 ( 1 2 " W ) CB5 - BID SCH C PROPOSED GRADE APPROXIMATE EX. LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH EXISTING GRADE IN V I N : 1 5 . 3 1 ( 1 2 " E ) IN V O U T : 1 5 . 3 1 ( 1 2 " W ) IN V O U T : 1 5 . 6 9 ( 1 2 " W ) MPH 15 MPH 15 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : 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 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 2 : 2 9 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 7 OF 8 C6.13 81 OF 112 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX R-431381 1 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' STORM CB3 TO CB2 6 LF 12" DI @ 3.16% PROPOSED GRADE EXISTING GRADE APPROXIMATE EX. LIGHTING TO BE REMOVED CONTRACTOR TO CONFIRM DEPTH APPROXIMATE 6" UNDERDRAIN ST A : 0 + 1 2 . 5 8 CB T Y P E 4 - A I R C R A F T R A T E D S M H RI M : 2 3 . 2 9 IN V I N : 1 7 . 1 2 ( 1 2 " E ) IN V O U T : 1 7 . 1 2 ( 1 2 " W ) CB3 - BID SCH C ST A : 1 + 6 7 . 2 0 EX . C B RI M : 2 1 . 5 6 IN V I N : 1 7 . 4 9 ( 1 2 " E ) IN V O U T : 1 7 . 3 9 ( 1 2 " W ) EX. SDCB-180 ST A : 1 + 7 3 . 2 2 CB T Y P E 1 RI M : 2 1 . 2 6 IN V I N : 1 7 . 6 8 ( 1 2 " S ) IN V I N : 1 7 . 6 8 ( 1 2 " N ) IN V O U T : 1 7 . 6 8 ( 1 2 " W ) CB2 EX. 132 LF 12" RCP @ 0.18% EX. 22 LF 12" RCP @ 0.13% ST A : 0 + 3 5 CB T Y P E 1 RI M : 2 3 . 4 5 IN V I N : 1 7 . 1 5 ( 1 2 " E ) IN V O U T : 1 7 . 1 5 ( 1 2 " W ) SDCB-22 IN V I N : 1 7 . 1 2 ( 1 2 " E ) IN V O U T : 1 7 . 1 2 ( 1 2 " W ) IN V I N : 1 7 . 4 9 ( 1 2 " E ) 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 ST A : 0 + 1 0 CB T Y P E 1 RI M : 2 0 . 7 8 IN V I N : 1 8 . 3 0 ( 6 " S ) IN V O U T : 1 8 . 2 6 ( 1 2 " N W ) CB4 100 LF 12" DI @ 0.35% ST A : 1 + 0 9 . 5 2 EX C B RI M : 2 1 . 0 0 IN V I N : 1 7 . 9 1 ( 1 2 " S E ) IN V I N : 1 8 . 5 0 ( 6 " W ) IN V O U T : 1 7 . 9 1 ( 1 2 " N ) IN V O U T : 1 7 . 6 8 ( 1 2 " E ) SDCB-76 64 LF 12" RCP @ 0.35%70 LF 12" RCP @ 0.35% ST A : 2 + 4 3 . 3 4 CB T Y P E 1 RI M : 2 0 . 2 9 IN V I N : 1 8 . 4 2 ( 6 " W ) IN V O U T : 1 7 . 9 3 ( 1 2 " S ) CB1 PROPOSED GRADEEXISTING GRADE ST A : 1 + 7 3 . 7 8 CB T Y P E 1 RI M : 2 1 . 2 6 IN V I N : 1 7 . 6 8 ( 1 2 " S ) IN V I N : 1 7 . 6 8 ( 1 2 " N ) IN V O U T : 1 7 . 6 8 ( 1 2 " W ) CB2 IN V I N : 1 7 . 9 1 ( 1 2 " S E ) IN V I N : 1 8 . 5 0 ( 6 " W ) IN V O U T : 1 7 . 9 1 ( 1 2 " N ) TAXIWAY A TAXIWAY A R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 4 Ap r i l 1 1 , 2 0 2 5 0 2 : 3 7 : 3 9 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 30' DSW AWB MS STORM PLAN & PROFILE 8 OF 8 C6.14 82 OF 112 N 0 SCALE 1" = 30 60 30' MBX N 0 SCALE 1" = 30 60 30' MBX R-431382 1 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 5 S T O R M D E T A I L S 1 O F 4 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 2 : 5 6 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 NTS DSW AWB MS STORM DETAILS 1 OF 4 C6.15 83 OF 112 GENERAL NOTES 1.TYPE 1 CATCH BASINS SHOWN ON THIS PLAN ARE NOT AIRCRAFT RATED. 2.CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS ON ALL AIRCRAFT RATED STRUCTURES TO ACCOUNT FOR 100,000 LB AIRCRAFT LOAD. SEE SPECIFICATIONS SECTION D-751. 3.TYPE 2 CATCH BASINS SHALL BE AIRCRAFT RATED . TYPE 2 CATCH BASINS SHALL BE 48" DIAMETER UNLESS NOTED OTHERWISE. R-431383 CATCH BASIN TYPE 1 - NON-AIRCRAFT RATED DRAINAGE INLET CATCH BASIN TYPE 2 - 48" CATCH BASIN AIRCRAFT RATED SCALE=NTSSCALE=NTS 1 21 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 7 S T O R M D E T A I L S 2 O F 4 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 3 : 0 4 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 NTS DSW AWB MS STORM DETAILS 2 OF 4 C6.16 84 OF 112 GENERAL NOTES R-431384 SCALE=NTS 1 1.CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS ON ALL AIRCRAFT RATED STRUCTURES TO ACCOUNT FOR 100,000 LB AIRCRAFT LOAD. SEE SPECIFICATIONS SECTION D-751. 2.SADDLE MANHOLES SHALL BE AIRCRAFT RATED . SADDLE MANHOLES SHALL BE 48" DIAMETER UNLESS NOTED OTHERWISE. THEY SHALL BE DESIGNED TO FIT TYPE 2-48" AIRCRAFT RATED RISER SECTIONS. A B B A 1 SCALE=NTS CATCH BASIN TYPE 3 - AIRCRAFT RATED DRAINAGE INLET SECTION SCALE=NTS SECTION R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 5 S T O R M D E T A I L S 3 O F 4 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 3 : 1 1 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 NTS DSW AWB MS STORM DETAILS 3 OF 4 C6.17 85 OF 112 GENERAL NOTES R-431385 CATCH BASIN TYPE 4 - AIRCRAFT RATED SADDLE MANHOLE SCALE=NTS 1 1.CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS ON ALL AIRCRAFT RATED STRUCTURES TO ACCOUNT FOR 100,000 LB AIRCRAFT LOAD. SEE SPECIFICATIONS SECTION D-751. 2.SADDLE MANHOLES SHALL BE AIRCRAFT RATED . SADDLE MANHOLES SHALL BE 48" DIAMETER UNLESS NOTED OTHERWISE. THEY SHALL BE DESIGNED TO FIT TYPE 2-48" AIRCRAFT RATED RISER SECTIONS. 1 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Va l e n z u e l a , Z a i r e S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C6 . 1 6 S T O R M D E T A I L S 4 O F 4 Ap r i l 1 1 , 2 0 2 5 0 1 : 3 3 : 1 3 p m K: \ s e a _ p u b l i c s e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ p h a s e 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 TE D - 4 0 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 NTS DSW AWB MS STORM DETAILS 4 OF 4 C6.18 86 OF 112 R-431386 1 1.STABILIZE VERTICAL CLEANOUT TO PREVENT PIPE DAMAGE OR MOVEMENT. GENERAL NOTES: VARIES REFER TO UNDERDRAIN PLANS (SERIES C6) FOR INFORMATION 12" MIN. ABOVE TOP OF PIPE 6" UNDERDRAIN 24" 3" PERFORATED UNDERDRAIN PIPE UNDERDRAIN BEDDING 18" TRENCH WIDTH 6" 6" 3" UNDERDRAIN CLEANOUT UNDERDRAIN STAMPED COVER SCALE=NTS 6" PERFORATED UNDERDRAIN WITH GEOTEXTILE SOCK (D-705) DRAINAGE FILTER FABRIC (D-705) OVERLAP DRAINAGE FILTER FABRIC 12" MIN. AT TOP OF POROUS BACKFILL INVERT ELEVATIONS AS SHOWN ON LAYOUT SHEETS CAP FOR END CLEANOUT 6" PERFORATED UNDERDRAIN PIPE (P-705) 6"x4" 45° PVC WYE 24" MIN. VARIES POROUS BACKFILL (D-705) 6" PERFORATED UNDERDRAIN PIPE POROUS BACKFILL (D-705) FRAME AND LID 24"x24"x12" CONCRETE PAD (P-610) 6" PVC, 12" LONG 4" PVC PIPE 2" STD. LETTERING FLUSH WITH TOP UNDERDRAIN OUTFALL CONNECTION 6" CORE, SEAL WITH NON-SHRINK GROUT EXISTING OR PROPOSED STORM DRAINAGE STRUCTURE NON-PERFORATED PVC OUTFALL PIPE FINISHED GRADE POROUS BACKFILL (D-705)6" PERFORATED UNDERDRAIN PIPE (D-705) CLEANOUT MEASURING POINT 45° ELBOW CLEANOUT P-152 BACKFILL (12") POROUS BACKFILL (D-705)DRAINAGE FILTER FABRIC (D-705) SOIL CRUSHED AGGREGATE BASE COURSE (SEE PAVING DETAILS) ASPHALT SURFACE COURSE (SEE PAVING DETAILS) 6" MIN. ABOVE TOP OF PIPE 18" TRENCH WIDTH 6" 6" EARTH BACKFILL (P-152) DRAINAGE FILTER FABRIC (D-705) 3" CRUSHED ROCK BACKFILL (P-209) VARIES REFER TO UNDERDRAIN PLANS (SERIES C6) FOR INFORMATION ASPHALT STABILIZED BASE COURSE (SEE PAVING DETAILS) SCALE=NTS SCALE=NTS SCALE=NTSSCALE=NTS DE P T H VA R I E S PAVED AREAS UNPAVED AREAS TOP OF SUBGRADE CONTROLLED LOW STRENGTH MATERIAL (CLSM) (P-153) FOR TRENCH BACKFILL 4" WIDE UNDERGROUND UTILITY MARKING TAPE UTILITY LOCATE WIRE CRUSHED AGGREGATE PIPE BEDDING (P-209) SUITABLE NATIVE OR GRAVEL BORROW FOR TRENCH BACKFILL TOPSOILFINISHED GRADE MATCH EX. P-209 BASE COURSE 6" M I N . 12 " M I N . 6" M I N . PI P E O . D . PIPE O.D. TRENCH WIDTH SEE NOTE 1 1.PIPE TRENCH WIDTH SHALL BE: FOR OD >/= 18" : (1.5 X I.D.) + 18" FOR OD < 18": I.D. + 30" 2.ALL OPEN TRENCHES IN PAVEMENT SHALL BE NON-SKID PLATED, PINNED, SHIMMED OR BACKFILLED AND CAPPED WITH TEMPORARY HMA WHERE AUTHORIZED BY THE ENGINEER AT THE END OF EACH WORK DAY. 3.CONTRACTOR SHALL PROVIDE TEMPORARY TRENCH SHORING FOR ALL TRENCHES DEEPER THAN FOUR FEET. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR TRENCH SAFETY PER WAC 296-155. 2' MIN. FROM EDGE OF TRENCH TO PAVEMENT REMOVAL LIMIT TACK COAT ALL SIDES PIPE TRENCH SCALE=NTS GENERAL NOTES: FOLLOW CIVIL PLANS FOR PAVEMENT SECTION6" SOLID UNDERDRAIN OUTFALL PIPE R-431386 UNDERDRAIN OUTFALL PIPE SCALE=NTS SUBGRADE (P-152)SUBGRADE (P-152) (2) 45° BENDS Y-SHAPE, 3-WAY PVC CONNECTION FLOW FLOW CONNECT TO CLEANOUT UNDERDRAIN DUAL CONNECTOR SCALE=NTS 24" EARTH BACKFILL (D-152) 12" 1 2 3 54 6 7 8 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 PR D 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 12''W PRD 8''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 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 TAXIWAY A TA X I W A Y A 6 W. PERIMET E 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 © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 1 Ap r i l 0 9 , 2 0 2 5 0 9 : 0 6 : 4 9 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 1 - 2 0 2 4 B i d P a c k a g e \ C 7 . 0 - P h a s e 1 W A T R - 0 9 0 1 1 9 0 0 0 . d w g WT R - 2 7 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 FIRE WATERLINE NOTES ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 1 OF 5 C7.1 87 OF 112 H320 NO CONC PAD H319 4'X8' CONC PAD H318 4'X8' CONC PAD H317 4'X8' CONC PAD 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE, APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORE SURFACE. 2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE. 3.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES. 4.ANY WORK WITHIN THE ROFZ IS TO BE 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 7.5' TALL SECURITY FENCE PROTECT EX SIPHON LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N EX CITY OF RENTON HYDRANT HYD-N-00274 5.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITH CIVIL SHEETS. 6.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL, LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY. 7.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATED AND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATER DEPARTMENT PER SPECIFICATIONS. W-431301 531 LF 65 LF NOTES RESTORATION NOTES RESTORE EX HMA PER CITY OF RENTON STD PLAN 110, SHEET C7.6.ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153. CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEE NOTE 6, THIS SHEET. CUT & CAP EXISTING FIRE WATERLINE WITH 10" CAP, MJ. SEE NOTE 6, THIS SHEET. THRUST BLOCK PER CITY OF RENTON STD PLAN 330.1, SHEET C7.7. 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. MA T C H L I N E , S E E S H E E T C7 . 2 1 4/11/2025 S-09 S-06 S-07 S-10 S-08 MBX S-09 S-06 S-07 S-10 S-08 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 PR D 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 1 6 ' ' W 1 2 ' ' W P R D 1 2 ' ' W P R D 8''W8''W 8''W 8''W 8''W8''W 8''W8''W 8''W8''W 8''W 8''W BOEING FUEL FARM BUILDING NORTHING: 182729.05 EASTING: 1298091.44 NORTHING: 182937.46 EASTING: 1298040.80 BOEING FUEL FARM SECURED AREA. SEE NOTE 4, THIS SHEET 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 74 . 4 ' 4.8' MBX 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 © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 2 Ap r i l 0 9 , 2 0 2 5 0 9 : 0 7 : 1 8 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 1 - 2 0 2 4 B i d P a c k a g e \ C 7 . 0 - P h a s e 1 W A T R - 0 9 0 1 1 9 0 0 0 . d w g WT R - 2 7 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 FIRE WATERLINE NOTES ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 2 OF 5 C7.2 88 OF 112 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 C7.5 MA T C H L I N E , S E E S H E E T C7 . 5 MA T C H L I N E , S E E S H E E T C7 . 5 H320A 8'X12' CONC PAD PROTECT EX 16" CITY OF RENTON WATER MAIN NOTES 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE, APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORE SURFACE. 2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE. 3.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES. 4.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMED CONCURRENT WITH A RUNWAY CLOSURE. 5.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITH CIVIL SHEETS 6.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL, LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY. 7.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATED AND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATER DEPARTMENT PER SPECIFICATIONS. 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 LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N EX CITY OF RENTON HYDRANT HYD-N-00215 PROTECT EX PWR, TYP. W-431302 178 LF 417 LF703 LF119 LF 218 LF H320B 5'X6' CONC PAD H321 4'X6' CONC PAD ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153. EX VALVE TO BE ABANDONED IN PLACE. CONTRACTOR TO OPEN VALVE, REMOVE OPERATING NUT & VALVE CAN. LOCATIONS WITHIN PAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE RPR. DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATER MANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET. DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT, STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVE EX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE. LOCATIONS WITHIN PAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE RPR. CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEE NOTE 6, THIS SHEET. 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). 1 4/11/2025 S-13S-12 S-11 S-13S-12 S-11 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 © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 3 Ap r i l 0 9 , 2 0 2 5 0 9 : 0 7 : 4 8 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 1 - 2 0 2 4 B i d P a c k a g e \ C 7 . 0 - P h a s e 1 W A T R - 0 9 0 1 1 9 0 0 0 . d w g WT R - 2 7 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 3 OF 5 C7.3 89 OF 112 MA T C H L I N E , S E E S H E E T C7 . 2 1.REMOVE & DISPOSE OF EX MANHOLE COVER, FRAME, VALVE, APPURTENANCES AND TOP 4' OF MANHOLE. BREAK MANHOLE BASE TO ALLOW FOR DRAINING. BACKFILL MANHOLE BASE PER P-101 & RESTORE SURFACE. 2.DIMENSIONS OF VAULT CONCRETE PADS ARE APPROXIMATE. 3.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES. 4.ANY WORK WITHIN THE ROFZ IS TO BE PREFORMED CONCURRENT WITH A RUNWAY CLOSURE. 5.RESTORATION OF DISTURBED INFIELD AREAS TO BE COORDINATED WITH CIVIL SHEETS. 6.CONTRACTOR TO POTHOLE AND CONFIRM EXISTING PIPE SIZE, MATERIAL, LOCATION AND FITTINGS PRIOR TO SCHEDULING SHUTDOWN WITH CITY. 7.CLOSING OF VALVES & REMOVAL OF FIRE HYDRANTS TO BE COORDINATED AND SCHEDULED WITH BOEING FIRE DEPARTMENT, RENTON AIRPORT & CITY OF RENTON WATER DEPARTMENT PER SPECIFICATIONS. LEGEND LEGEND CONT. 0 SCALE 1" = 40 80 40' N PROTECT EX PWR, TYP MA T C H L I N E , S E E S H E E T C7 . 4 W-431303 250 LF 676 LFH322 4'X6' CONC PAD H323 3'X4' CONC PAD H324 3'X4' CONC PAD FIRE WATERLINE NOTES NOTES ABANDON EX FIRE WATERLINE IN PLACE, FILL W/ CLSM PER P-153. DEMOLISH & REMOVE EX 48" DIAMETER FIRE WATER MANHOLE & GATE VALVE. SEE NOTE 1, THIS SHEET. DEMOLISH & REMOVE EX BELOW GRADE FIRE HYDRANT, STRUCTURE, GATE VALVE, AND CONCRETE PAD. REMOVE EX HYDRANT TO 90° BEND & CAP 6" FIRE WATERLINE. LOCATIONS WITHIN PAVED AREAS TO BE BACKFILLED WITH CLSM, LOCATIONS OUTSIDE OF PAVED AREAS TO BE BACKFILLED PER P-209 OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE RPR. CUT & CAP EXISTING FIRE WATERLINE WITH 8" CAP, MJ. SEE NOTE 6, THIS SHEET. BELOW GRADE FIRE HYDRANT HOUSED IN STEEL EGG-SHAPED HOUSING W/ APPROXIMATE DIMENSIONS 2'(W) X 3'(L) X 6"(D). 1 4/11/2025 S-16 S-15 S-14 S-16 S-15 S-14 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 PROTECT EXISTING KING COUNTY SANITARY SEWER DURING CONSTRUCTION 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 EX METER 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 PROPOSED METER BOX ///////// X''W R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 4 Ap r i l 0 9 , 2 0 2 5 0 9 : 0 8 : 1 7 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 1 - 2 0 2 4 B i d P a c k a g e \ C 7 . 0 - P h a s e 1 W A T R - 0 9 0 1 1 9 0 0 0 . d w g WT R - 2 7 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 1.FINAL SET ELEVATION OF METER AND BACKFLOW PREVENTOR TO BE COORDINATED WITH CIVIL GRADING SHEETS. 2.CITY OF RENTON WATER MAIN AND EX FIRE WATERLINE DIGITIZED FROM RECORD DRAWINGS. LOCATIONS ARE APPROXIMATE AND HAVE NOT BEEN CONFIRMED THROUGH UTILITY LOCATES. 3.REMOVE EXISTING GROUND WELL COVER AND BURY GROUND ROD. SEE ELECTRICAL SHEETS. FIRE WATERLINE NOTES ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 4 OF 5 C7.4 90 OF 112 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 PROTECT EX CITY OF RENTON FIRE HYDRANT AND BOLLARDS PROTECT EX CATCH BASIN EX GROUND WELLS, SEE NOTE 3, THIS SHEET W-431304 EX CITY OF RENTON HYDRANT HYD-N-00575 REMOVE AND REPLACE EXISTING METER BOX, PROTECT EXIST METER SETTER. METER BOX PER CITY OF RENTON STD PLAN 320.1, SHEET C7.7. SEE NOTE 1, THIS SHEET. REMOVE AND REPLACE EXISTING DOUBLE CHECK VALVE ASSEMBLY (DCVA) BOX. DCVA BOX PER CITY OF RENTON STD PLAN 340.8, SHEET C7.7. SEE NOTE 1, THIS SHEET. NOTES 1 4/11/2025 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 PR D 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 BOEING FUEL FARM BUILDING NORTHING: 182729.05 EASTING: 1298091.44 NORTHING: 182937.46 EASTING: 1298040.80 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 EX WATER METER 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 ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER IMPROVEMENTS PLAN 5 OF 5 C7.5 91 OF 112 R MBX KEYPLAN © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 5 Ap r i l 0 9 , 2 0 2 5 0 9 : 0 8 : 5 5 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 1 - 2 0 2 4 B i d P a c k a g e \ C 7 . 0 - P h a s e 1 W A T R - 0 9 0 1 1 9 0 0 0 . d w g WT R - 2 7 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 TESTING CONNECTION FINAL CONNECTION SCALE: C7.5 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 6" D I W EX 12"DI 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 EX HYDRANT 6 " D I W EX 12"DI W 1-12"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 TESTING CONNECTION FINAL CONNECTION SCALE: C7.5 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 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 C7.6 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. BACKFILL WATER LINE TRENCH WITH IMPORTED SELECT BACKFILL MATERIALS. SURFACE RESTORATION OUTSIDE OF FENCE PER CITY STD DETAILS ON SHEET C7.6. SURFACE RESTORATION W/IN FENCE PER CIVIL SHEET. 7.SAWCUT AND REMOVE EXISTING 8" TO 10" THICK REINFORCED CONCRETE PANELS UP TO THE EXISTING NORTHERN HMA PAVEMENT EDGE. EX 12"DI COUPLING. (PER RCD DWG) EX BOEING 6" DI W FUEL FARM BUILDING FIRE SERVICE SEE NOTE 5, THIS SHEET 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 PROTECT EX 7.5' TALL SECURITY FENCE PROTECT EX CITY OF RENTON 16" WATER MAIN W. PERIMET E R R D . W-431305 REMOVE TEMP BLOCKING, CAP & BLOW-OFF AND CONNECT TO EX. 12" DI W W/ 1-6" DI SPOOL, LENGTH TO FIT 1-6" DI SLEEVE, RJ 428 LF 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 30 LF 22 LF 111 LF PROTECT EX 7.5' TALL SECURITY FENCE AND CONC CURB 29 LF CONNECT TO EX 16" DI W SEE NOTE 2, THIS SHEET SEE CONNECTION DTL A, THIS SHEET FOR TESTING AND FINAL CONNECTION EX HYDRANT RESTORE EX HMA PER CITY OF RENTON STD PLAN 110, SHEET C7.6. RESTORE DISTURBED EX GRAVEL AREA W/ 4-INCHES OF CSTC. RESTORE DISTURBED EX CONC CURB PER CITY OF RENTON STD PLAN 101, SHEET C7.6. RESTORE EX HMA PER CITY OF RENTON STD PLAN 110.1, SHEET C7.6. REMOVE & RESTORE CONC W/ HMA PER CITY OF RENTON STD PLAN 220.20, SHT C7.6. SEE NOTE 7, THIS SHEET. PAINTED YELLOW CENTERLINE. LONGITUDINAL CENTERLINE PATTERN PER WSDOT STD PLAN M-20.10-04. RESTORE DISTURBED CONC PER CITY OF RENTON STD PLAN 102, SHEET C7.6. 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 C7.7. FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1, SHEET C7.7. 4' x 4' CONC PAD PER CITY OF RENTON STD PLANS 310.1 & 310.2, SHEET C7.7. 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 & REMOVE EX BOLLARDS. HYDRANT PROTECTION BOLLARD PER DTL 1, SHEET C7.6 TYP OF 4. WET-TAPPING OF EX WATER MAINS SHALL BE DONE BY CITY-APPROVED WET-TAP SUB-CONTRACTORS. FIRE WATERLINE NOTES NOTES RESTORATION NOTES 1 4/11/2025 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 © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 6 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 7 : 0 7 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 1 - 2 0 2 4 B i d P a c k a g e \ C 7 . 6 W A T E R P H A S E 1 D E T A I L S . d w g WT R - 2 7 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER DETAILS 1 OF 2 C7.6 92 OF 112 C7.5 1 FIRE HYDRANT PROTECTION BOLLARD W-431306 4/11/2025 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : Ag u d e l o , J u l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : C7 . 7 Ap r i l 0 9 , 2 0 2 5 0 9 : 1 7 : 2 8 a m K: \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 1 - 2 0 2 4 B i d P a c k a g e \ C 7 . 6 W A T E R P H A S E 1 D E T A I L S . d w g WT R - 2 7 - 4 3 1 3 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' DSW JA SMT WATER DETAILS 2 OF 2 C7.7 93 OF 112 W-431307 4/11/2025 S. S. PA V E D S. PAVED S. PAVED S. S. AIRCRAFT PARKING AIRCRAFT PARKING S. S. S. PAVED S. S. PA V E D PAVED AIR C R A F T P A R K I N G S. S. S. S. S. AIR P O R T PR O P E R T Y S. S. S. S. S. S. S. PAVED PAVED PA V E D PA V E D S. S. S. S. AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E MP H15 MP H 15 MP H 15 MP H 15 MP H 15 MP H15 M P H 15 PA V E D PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PA V E D PAVED AIR C R A F T P A R K I N G AIR P O R T PR O P E R T Y DENSE BRUS H DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PA V E D PA V E D DENSE TREES PA V E D PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PA V E D PAVED AIR C R A F T P A R K I N G AIR P O R T PR O P E R T Y DENSE BRUS H DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PA V E D PA V E D DENSE TREES PA V E D PAVED PAVED AIRCRAFT PARKING AIRCRAFT PARKING PAVED PA V E D PAVED AIR C R A F T P A R K I N G AIR P O R T PR O P E R T Y DENSE BRUS H DENSE BRUSH DENSE BRUSH DENSE BRUSH DENSE TREESDENSE BRUSH DENSE TREES DENSE BRUSH DENSE TREES DENSE BRUSH PAVED PAVED PA V E D PA V E D DENSE TREES R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E0 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 6 : 4 1 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 200' JDB DKP JPT ELECTRICAL SCOPE OF WORK PLAN E0.1 94 OF 112 N 0 SCALE 1" = 200 400 200 LEGEND:SCOPE OF WORK - SCHEDULE A: EXISTING ELECTRICAL CONDUIT/DUCT BANK CONDUIT OR DUCT TO BE REMOVED (SCH. A) CONDUIT OR DUCT TO BE REMOVED (SCH. F) PROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E. (SCH. A) PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E. (SCH. A) PROPOSED 1-2" SCH. 40 PVC CONDUIT, D.B. OR C.E. (SCH. F) PROPOSED 2-2" SCH. 40 PVC CONDUIT, C.E. (SCH. F) PROPOSED 4-2" SCH. 80 HDPE CONDUIT IN DIRECTIONAL BORE (SCH. D) EXISTING CONCRETE HANDHOLE PROPOSED CONCRETE HANDHOLE PROPOSED TAXIWAY EDGE LIGHT EXISTING RUNWAY THRESHOLD/END/EDGE LIGHT EXISTING AIRFIELD GUIDANCE SIGN PROPOSED AIRFIELD GUIDANCE SIGN ON NEW OR EXISTING BASE ABBREVIATIONS ALV AIRFIELD LIGHTING VAULT ATCT AIR TRAFFIC CONTROL TOWER A.T.S.AUTOMATIC TRANSFER SWITCH AWOS AUTOMATED WEATHER OBSERVATION SYSTEM BORE DIRECTIONAL BORE C, CNDT CONDUIT CCR CONSTANT CURRENT REGULATOR C.E.CONCRETE ENCASED CLSM CONTROLLED LOW STRENGTH MATERIAL P-153 D.B. DIRECT EARTH BURIAL (E) EXISTING EQUIPMENT OR FACILITY FAA FEDERAL AVIATION ADMINISTRATION HH HANDHOLE (L-115) MITL MEDIUM INTENSITY TAXIWAY LIGHTS (N)NEW EQUIPMENT OR FACILITY PAPI PRECISION APPROACH PATH INDICATOR P.O.C. POINT OF CONNECTION (WITH EXISTING CONDUIT OR DUCT) PVC POLYVINYLCHLORIDE: CONDUIT MATERIAL QTY QUANTITY (R) REMOVE EQUIPMENT OR FACILITY (RR)REMOVE AND REPLACE EQUIPMENT OR FACILITY RDR RUNWAY DISTANCE REMAINING REIL RUNWAY END INDICATOR LIGHT RSA RUNWAY SAFETY AREA R/W, RWY RUNWAY SCH SCHEDULE TSA TAXIWAY SAFETY AREA T/W, TWY TAXIWAY TYP.TYPICAL U.O.N. UNLESS OTHERWISE NOTED INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHTS WITH NEW ISOLATION TRANSFORMERS A)NEW L-861T(L) LED TAXIWAY EDGE LIGHTS ON EXISTING L-867 BASE CANS FOR AREAS UNAFFECTED BY GRADING OPERATIONS. (BID ITEM #76) B)NEW L-861T(L) LED TAXIWAY EDGE LIGHTS AND BASE CAN EXTENSION AND/OR SPACERS ON EXISTING L-867 BASE CANS FOR AREAS IMPACTED BY GRADING OPERATIONS. PROVIDE BASE CAN EXTENSIONS AND/OR SPACERS FOR BASE CANS WHERE GRADING OPERATIONS REQUIRE MORE THAN 1-INCH OF CUT OR UP TO 6-INCHES OF FILL. (BID ITEM #77) C)NEW L-861T(L) LED TAXIWAY EDGE LIGHTS ON NEW L-867 BASE CANS FOR AREAS IMPACTED BY GRADING OPERATIONS WHERE THERE WILL BE MORE THAN 1-INCH OF CUT OR MORE THAN 6-INCHES OF FILL. (BID ITEM #78) INSTALL NEW SIZE 2 L-858(L) LED AIRFIELD GUIDANCE SIGNS ON EXISTING CONCRETE BASES UNLESS OTHERWISE NOTED BY GRADING OPERATION IMPACTS. INSTALL A NEW SIGN BASE WHERE GRADING OPERATIONS REQUIRE MORE THAN 4-INCHES OF CUT. INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE IN AREAS IMPACTED BY GRADING OPERATIONS WHERE THERE WILL BE MORE THAN 4-INCHES OF CUT. INSTALL NEW CONDUIT IN AREAS IMPACTED BY GRADING OPERATIONS AND/OR WHERE BASE CANS WILL BE REPLACED. PULL NEW L-824 5KV AIRFIELD CABLING IN EXISTING OR NEW CONDUIT TO POWER ALL TAXIWAY EDGE LIGHTS INSTALLED IN THE PHASE 1 LIMITS. RECONFIGURE THE EXISTING EQUIPMENT IN THE AIRFIELD LIGHTING VAULT TO MAKE SPACE FOR A NEW CONSTANT CURRENT REGULATOR. RELOCATE EXISTING AUTOMATIC TRANSFER SWITCHES TO EXTERIOR OF BUILDING. SEGREGATE TAXIWAY A AND TAXIWAY B LIGHTING CIRCUITS AT THE CONSTANT CURRENT REGULATORS. RUNWAY 16-34 TAXIWAY ATAXIWAY A TAXIWAY A A7 A5 A4 A3 A2 A1 E1.1 E2.1 E1.2 E2.2 E1.3 E2.3 SCOPE OF WORK - SCHEDULE D 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. INSTALL NEW HOMERUN 4-2" DUCT BANK VIA DIRECTIONAL BORE FROM NEW AIRFIELD LIGHTING VAULT TO THE AIRFIELD INFIELD. SCOPE OF WORK - SCHEDULE F: INSTALL NEW L-861T(L) LED TAXIWAY EDGE LIGHTS WITH NEW ISOLATION TRANSFORMERS ON NEW L-867 BASE CANS FOR ALL TAXIWAY EDGE LIGHTS LOCATED WITHIN THE PHASE 1 LIMITS. (BID ITEM #173) INSTALL NEW SIZE 2 L-858(L) AIRFIELD GUIDANCE SIGNS ON EXISTING CONCRETE BASES UNLESS OTHERWISE NOTED DUE TO GRADING IMPACTS. INSTALL A NEW SIGN BASE WHERE GRADING OPERATIONS REQUIRE MORE THAN 4-INCHES OF CUT. INSTALL NEW CONDUIT FOR ENTIRE TAXIWAY EDGE LIGHTING SYSTEM WITHIN THE PHASE 1 PROJECT LIMITS. INSTALL NEW 2-2" CONCRETE ENCASED CONDUIT FOR ALL CONDUIT CROSSINGS UNDER FULL STRENGTH PAVEMENT TO SEGREGATE TAXIWAY AND RUNWAY CIRCUITS. PULL NEW L-824 5KV AIRFIELD CABLING IN NEW CONDUIT TO POWER ALL TAXIWAY EDGE LIGHTS INSTALLED IN THE PHASE 1 PROJECT LIMITS. INSTALL NEW L-824 5KV AIRFIELD CABLING AS REQUIRED TO RE-ESTABLISH ANY SEGMENTS OF DISTURBED RUNWAY CIRCUIT. INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLES AT ALL DUCT CROSSINGS UNDER FULL STRENGTH PAVEMENT. A6 BID QUANTITY TABULATION NOTES: 1)IF SCHEDULE F IS SELECTED, SCHEDULE A QUANTITIES FOR TAXIWAY EDGE LIGHTS FOR BID ITEMS 76 AND 77 SHOULD BE DEDUCTED AND REPLACED WITH AN EQUIVALENT QUANTITY FOR TAXIWAY EDGE LIGHTS UNDER BID ITEM #173. ELECTRICAL CONSTRUCTION TAG NOTES: MULTIPLE KEY NOTES APPLIED TO THE SAME ITEM SHOULD BE READ INDEPENDENTLY FROM ONE ANOTHER. IF SCHEDULE F IS SELECTED, THE KEY NOTE FOR SCHEDULE F SHALL SUPERCEDE THE NOTE LISTED FOR SCHEDULE A. SEE SCOPE OF WORK DESCRIPTION FOR SCHEDULE F FOR BID QUANTITY TABULATION NOTES REGARDING TAXIWAY EDGE LIGHTS. KEY NOTES LEGEND ELECTRICAL DEMOLITION NOTES - SCHEDULE A ELECTRICAL DEMOLITION NOTES - SCHEDULE F ELECTRICAL CONSTRUCTION NOTES - SCHEDULE A ELECTRICAL CONSTRUCTION NOTES - SCHEDULE F 1 BID QUANTITY TABULATION NOTES: 1)IF SCHEDULE D IS SELECTED, SCHEDULE A QUANTITIES FOR NEW 7.5KW CONSTANT CURRENT REGULATOR (BID ITEM # 69) AND AIRFIELD LIGHTING VAULT SPACE UTILIZATION IMPROVEMENTS (BID ITEM # 70) SHOULD BE DEDUCTED IN FAVOR OF SCHEDULE D QUANTITIES. 4/11/25 PA V E D AH E A D LA N E ON E AH E A D LA N E ON E RUNWAY 16-34 HOMERUN DUCTBANK TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A TO ALV TYP.TYP. CONSTRUCTION PHASE 2 TYP.TYP. CONSTRUCTION PHASE 1 MBX KEYPLAN R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E1 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 6 : 5 6 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 1 OF 3 E1.1 95 OF 112 MA T C H L I N E , S E E S H E E T E1 . 2 ELECTRICAL DEMOLITION NOTES - SCHEDULE A N 0 SCALE 1" = 40 80 40 ELECTRICAL DEMOLITION NOTES - SCHEDULE F GENERAL NOTES: 1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOT SPECIFICALLY CALLED OUT FOR DEMOLITION. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FOR TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 1 LIMITS. TAXIWAY A AND TAXIWAY B CIRCUIT IS TO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR IS ONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A WITHIN THE HOMERUN DUCT BANK. 4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTING PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARY CIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THE RUNWAY CIRCUIT WILL BE DISTURBED. 1 REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIM D-1557. REMOVE EXISTING ELECTRICAL HANDHOLE. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. REMOVE EXISTING ELECTRICAL CONDUIT/DUCT AND CABLING. PULL RUNWAY CABLES BACK TO NEAREST JUNCTION POINT FOR RECONNECTION. CONTRACTOR TO PROVIDE TEMPORARY CONDUIT/CABLING AS NECESSARY TO MAINTAIN OPERATION OF THE RUNWAY CIRCUIT. SAWCUTTING OF EXISTING PAVEMENT AND BACKFILL IS INCIDENTAL TO THE CONDUIT/DUCT REMOVAL. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE. PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE. PROTECT EXISTING HANDHOLE IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND SPLICE RUNWAY CABLE TOGETHER FOR CONTINUOUS CIRCUIT THROUGH THE BASE CAN. PROTECT EXISTING BASE CAN IN PLACE DURING PAVING OPERATIONS. SALVAGE RUNWAY EDGE LIGHT FIXTURE AND ISOLATION TRANSFORMER FOR REINSTALLATION ON EXISTING BASE CAN. BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. 4/11/25 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 TYP.TYP. TYP. TYP. TYP.TYP. TYP. MBX KEYPLAN R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E1 . 2 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 7 : 0 8 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 2 OF 3 E1.2 96 OF 112 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 N 0 SCALE 1" = 40 80 40 ELECTRICAL DEMOLITION NOTES - SCHEDULE A ELECTRICAL DEMOLITION NOTES - SCHEDULE F 1 GENERAL NOTES: 1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOT SPECIFICALLY CALLED OUT FOR DEMOLITION. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FOR TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 1 LIMITS. TAXIWAY A AND TAXIWAY B CIRCUIT IS TO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR IS ONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A WITHIN THE HOMERUN DUCT BANK. 4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTING PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARY CIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THE RUNWAY CIRCUIT WILL BE DISTURBED. BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIM D-1557. REMOVE EXISTING ELECTRICAL HANDHOLE. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. REMOVE EXISTING ELECTRICAL CONDUIT/DUCT AND CABLING. PULL RUNWAY CABLES BACK TO NEAREST JUNCTION POINT FOR RECONNECTION. CONTRACTOR TO PROVIDE TEMPORARY CONDUIT/CABLING AS NECESSARY TO MAINTAIN OPERATION OF THE RUNWAY CIRCUIT. SAWCUTTING OF EXISTING PAVEMENT AND BACKFILL IS INCIDENTAL TO THE CONDUIT/DUCT REMOVAL. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE. PROTECT EXISTING HANDHOLE IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. REMOVE EXISTING RUNWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND SPLICE RUNWAY CABLE TOGETHER FOR CONTINUOUS CIRCUIT THROUGH THE BASE CAN. PROTECT EXISTING BASE CAN IN PLACE DURING PAVING OPERATIONS. SALVAGE RUNWAY EDGE LIGHT FIXTURE AND ISOLATION TRANSFORMER FOR REINSTALLATION ON EXISTING BASE CAN. 4/11/25 AIRCRAFT PARKING AI R C R A F T P A R K I N G MP H 15 MP H 15 TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 1 TYP. MBX KEYPLAN R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E1 . 3 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 7 : 2 1 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL DEMOLITION PLAN 3 OF 3 E1.3 97 OF 112 MA T C H L I N E , S E E S H E E T E1 . 2 N 0 SCALE 1" = 40 80 40 ELECTRICAL DEMOLITION NOTES - SCHEDULE A ELECTRICAL DEMOLITION NOTES - SCHEDULE F 1 GENERAL NOTES: 1. CONTRACTOR TO PROTECT IN PLACE ALL UTILITIES NOT SPECIFICALLY CALLED OUT FOR DEMOLITION. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO REMOVE ALL L-824 5KV AIRFIELD CABLING FOR TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 1 LIMITS. TAXIWAY A AND TAXIWAY B CIRCUIT IS TO BE SEGREGATED INTO TWO SEPARATE CIRCUITS. CONTRACTOR IS ONLY TO REMOVE CABLE FOR CABLE SERVING TAXIWAY A WITHIN THE HOMERUN DUCT BANK. 4. CONTRACTOR TO VERIFY RUNWAY AND TAXIWAY CIRCUIT ROUTING PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. TEMPORARY CIRCUIT CABLE JUMPERS SHOULD BE INSTALLED PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES FOR AREAS WHERE THE RUNWAY CIRCUIT WILL BE DISTURBED. BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTIM D-1557. REMOVE EXISTING ELECTRICAL HANDHOLE. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. ABANDON EXISTING ELECTRICAL CONDUIT/DUCT IN PLACE. PULL RUNWAY CABLES BACK TO NEAREAST JUNCTION POINT FOR RECONNECTION. CONTRACTOR TO PROVIDE TEMPORARY CONDUIT/CABLING AS NECESSARY TO MAINTAIN OPERATION OF THE RUNWAY CIRCUIT. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, AND CABLING. PROTECT EXISTING BASE CAN IN PLACE FOR REUSE. REMOVE EXISTING TAXIWAY EDGE LIGHT FIXTURE, ISOLATION TRANSFORMER, HARDWARE, CABLING AND BASE CAN. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. PROTECT EXISTING CONDUIT / DUCT BANK IN PLACE. PROTECT EXISTING HANDHOLE IN PLACE. PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL. REMOVE EXISTING AIRFIELD SIGN. PROTECT CONCRETE FOUNDATION IN PLACE FOR REUSE. REMOVE EXISTING AIRFIELD SIGN AND CONCRETE FOUNDATION. PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE. REMOVE EXISTING ELECTRICAL CONDUIT/DUCT AND CABLING. PULL ALL CIRCUIT CABLES BACK TO NEAREST JUNCTION POINT FOR RECONNECTION. CONTRACTOR TO PROVIDE TEMPORARY CONDUIT/CABLING AS NECESSARY TO MAINTAIN OPERATION OF THE RUNWAY CIRCUIT. SAWCUTTING OF EXISTING PAVEMENT AND BACKFILL IS INCIDENTAL TO THE CONDUIT/DUCT REMOVAL. REMOVE EXISTING ELECTRICAL HANDHOLE. BACKFILL WITH APPROVED NATIVE FILL TO EXISTING GRADE. COMPACT TO 95% OF ASTM D-1557. 4/11/25 MBX KEYPLAN AH E A D LA N E ON E AH E A D LA N E ON E 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 S-09 S-06 S-07 S-10 S-08 R-03 L-48 L-75L-44 L-45 L-46 L-47 L-49 L-50 L-51 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-76 L-77 L-78 L-52 L-53 3 18 1 4 RUNWAY 16-34 TA X I W A Y A 4 TAX I W A Y A 5 HOMERUN DUCTBANK TAXIWAY A 4 CONSTRUCTION PHASE 2 3 TYP. 4 4 1 6 10 4 3 9 3 4 4 4 4 443 3 TYP.3 TYP. 3 TYP.3 TYP. 5 5 4 1 1 7 8 9 7 6 TYP. CONSTRUCTION PHASE 1 1 1 1 2 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E2 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 7 : 3 8 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 1 OF 3 E2.1 98 OF 112 MA T C H L I N E , S E E S H E E T E2 . 2 ELECTRICAL CONSTRUCTION NOTES - SCHEDULE A N 0 SCALE 1" = 40 80 40 ELECTRICAL CONSTRUCTION NOTES - SCHEDULE F ELECTRICAL CONSTRUCTION NOTES - SCHEDULE D GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELD CABLING THROUGH NEW OR EXISTING CONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 1 LIMITS. 1 BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. 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 HANDHOLE. INSTALL NEW H-20 TRAFFIC LOAD RATED CONCRETE HANDHOLE. 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. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. (BID ITEM #173) INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE. INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALL EXISTING CIRCUITS DISTURBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEAREST JUNCTION STRUCTURE. INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND L-824 5KV AIRFIELD CABLING TO SEGREGATE RUNWAY CIRCUIT CABLING FOR SIGN FROM THE TAXIWAY CIRCUIT CONDUIT. INTERCEPT EXISTING CONDUIT TO SIGN OUTSIDE EXISTING SIGN BASE. REPAIR AND SEAL CONDUIT TO PREVENT MOISTURE FROM ENTERING. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. PROVIDE LOCALIZED GRADING AS NEEDED AROUND EXISTING BASECAN SO MAXIMUM REVEAL DOES NOT EXCEED 1" ABOVE FINISHED GRADE. (BID ITEM #76) 1 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN, INCLUDING BASE CAN EXTENSION AND/OR SPACER RINGS, WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #77) 2 PROTECT EXISTING CONDUIT/DUCT IN PLACE.3 PROTECT EXISTING HANDHOLE IN PLACE.4 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5 PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6 INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.7 INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.8 INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.9 REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON EXISTING L-868 BASE CAN WITH NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 10 RECONFIGURE EXISTING EQUIPMENT IN AIRFIELD LIGHTING VAULT FOR AIRFIELD LIGHTING VAULT SPACE UTILIZATION IMPROVEMENTS (BID ITEM #70) TO MAKE SPACE FOR NEW TAXIWAY A 7.5KW CONSTANT CURRENT REGULATOR (BID ITEM #69). RELOCATE EXISTING AUTOMATIC TRANSFER SWITCHES TO BUILDING EXTERIOR. 18 4/11/25 MBX KEYPLAN ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED MP H 15 MP H 15 MP H 15 MP H 15MP H 15 MP H 15 MP H 15 MP H 15 S-12 S-11 R-04 L-94 L-93 L-92 L-97 L-99 L-100L-78 L-79 L-80 L-81 L-82 L-83 L-84 L-85 L-91 L-90 L-89 L-88 L-87 L-86 L-98L-95 L-96 1 17 8 9 610 1 5 4 4 4 34 4 3 3 333 3 TAXIWAY A RUNWAY 16-34 17 11 T A X I W A Y A 3 TYP. TYP.TYP.TYP.TYP.TYP. TYP. 4 3 TYP. 3 TYP. 17 2 1 1 1 17 1711 1 1 1 1 2 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E2 . 2 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 7 : 5 3 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 2 OF 3 E2.2 99 OF 112 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 N 0 SCALE 1" = 40 80 40 ELECTRICAL CONSTRUCTION NOTES - SCHEDULE A ELECTRICAL CONSTRUCTION NOTES - SCHEDULE F 1 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELD CABLING THROUGH NEW OR EXISTING CONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 1 LIMITS. BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. (BID ITEM #173) INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE. INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALL EXISTING CIRCUITS DISTURBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEAREST JUNCTION STRUCTURE. INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND L-824 5KV AIRFIELD CABLING TO SEGREGATE RUNWAY CIRCUIT CABLING FOR SIGN FROM THE TAXIWAY CIRCUIT CONDUIT. INTERCEPT EXISTING CONDUIT TO SIGN OUTSIDE EXISTING SIGN BASE. REPAIR AND SEAL CONDUIT TO PREVENT MOISTURE FROM ENTERING. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. PROVIDE LOCALIZED GRADING AS NEEDED AROUND EXISTING BASECAN SO MAXIMUM REVEAL DOES NOT EXCEED 1" ABOVE FINISHED GRADE. (BID ITEM #76) 1 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN, INCLUDING BASE CAN EXTENSION AND/OR SPACER RINGS, WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #77) 2 PROTECT EXISTING CONDUIT/DUCT IN PLACE.3 PROTECT EXISTING HANDHOLE IN PLACE.4 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5 PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6 INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.8 INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.9 REINSTALL SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT AND ISOLATION TRANSFORMER ON EXISTING L-868 BASE CAN WITH NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. 10 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN, WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #78) 17 4/11/25 MBX KEYPLAN MP H 15 MP H 15 AIRCRAFT PARKING AI R C R A F T P A R K I N G MP H 15 MP H 15 S-16 S-15 S-13 S-14 LT-03 LT-02 LT-01 L-103 L-106 L-118 L-119 L-124 L-125 L-126 L-127 L-128 L-122L-101 L-102 L-104 L-107 L-108 L-109 L-110 L-111 L-115 L-114 L-113 L-117 L-120 L-112 L-123 L-121 L-116 7 9 16 (E) REIL (E) REIL EQUIPMENT RACK 6 6 5 3 44 TA X I W A Y A 2 8 TAXIWAY A RUNWAY 16-34 TYP. T A X I W A Y A 1 TYP. TYP. 1 1 17 3 4 5 15 1314 6 12 12 12 11 11 5 3 TYP. 1 1 6 1 17 1 17 17 17 17 17 2 1 1 1 1 1 1 2 1 TYP.TYP. 1 2 1 1 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E2 . 3 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 0 9 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 40' JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE PLAN 3 OF 3 E2.3 100 OF 112 MA T C H L I N E , S E E S H E E T E2 . 2 N 0 SCALE 1" = 40 80 40 ELECTRICAL CONSTRUCTION NOTES - SCHEDULE A ELECTRICAL CONSTRUCTION NOTES - SCHEDULE F 1 GENERAL NOTES: 1. CONTRACTOR TO COORDINATE UTILITY CROSSINGS PRIOR TO TRENCHING OPERATIONS. 2. SEE CIVIL DRAWINGS FOR COORDINATION WITH OTHER UTILITIES. 3. CONTRACTOR TO PULL NEW L-824 5KV AIRFIELD CABLING THROUGH NEW OR EXISTING CONDUIT/DUCT FOR ENTIRE LENGTH OF TAXIWAY A LIGHTING CIRCUIT WITHIN THE PHASE 1 LIMITS. BASE CAN REMOVAL CRITERIA DUE TO GRADING IMPACTS: NOTE: REFER TO CIVIL GRADING PLANS FOR CUT AND FILL DETAILS. BASE CAN IS TO BE REPLACED IF 1)CUT EXCEEDS 1-INCH. 2)FILL EXCEEDS 6-INCHES. PROVIDE LOCALIZED GRADING AROUND EXISTING BASE CAN IF CUT IS LESS THAN OR EQUAL TO 1-INCH. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON NEW L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH L-823 CONNECTOR KIT. (BID ITEM #173) INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE. INSTALL NEW 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALL EXISTING CIRCUITS DISTURBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEAREST JUNCTION STRUCTURE. INSTALL NEW 1-2" SCH. 40 PVC DIRECT BURIED CONDUIT AND L-824 5KV AIRFIELD CABLING TO SEGREGATE RUNWAY CIRCUIT CABLING FOR SIGN FROM THE TAXIWAY CIRCUIT CONDUIT. INTERCEPT EXISTING CONDUIT TO SIGN OUTSIDE EXISTING SIGN BASE. REPAIR AND SEAL CONDUIT TO PREVENT MOISTURE FROM ENTERING. INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. PROVIDE LOCALIZED GRADING AS NEEDED AROUND EXISTING BASECAN SO MAXIMUM REVEAL DOES NOT EXCEED 1" ABOVE FINISHED GRADE. (BID ITEM #76) 1 INSTALL NEW L-861T(L) LED ELEVATED TAXIWAY EDGE LIGHT ON EXISTING L-867 BASE CAN, INCLUDING BASE CAN EXTENSION AND/OR SPACER RINGS, WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #77) 2 PROTECT EXISTING CONDUIT/DUCT IN PLACE.3 PROTECT EXISTING HANDHOLE IN PLACE.4 PROTECT EXISTING AIRFIELD GUIDANCE SIGN IN PLACE. SEE PHASING SHEETS FOR MORE DETAIL.5 PROTECT EXISTING RUNWAY EDGE LIGHT IN PLACE.6 INSTALL NEW SIZE 2, 1 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.7 INSTALL NEW SIZE 2, 2 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.8 INSTALL NEW SIZE 2, 4 MODULE LED AIRFIELD GUIDANCE SIGN ON EXISTING CONCRETE FOUNDATION.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 L-824 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 2-2" SCH. 40 PVC CONCRETE ENCASED CONDUIT AND CABLING. RE-ESTABLISH ALL EXISTING CIRCUITS DISTURBED DURING DEMOLITION ACTIVITIES. MAKE SPLICES TO EXISTING CIRCUITS AT NEAREST JUNCTION STRUCTURE. 14 INSTALL NEW AIRCRAFT LOAD RATED CONCRETE HANDHOLE.15 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 NEW L-867 BASE CAN, WITH NEW ISOLATION TRANSFORMER AND NEW L-824 5KV AIRFIELD CABLING WITH HARDWARE AND L-823 CONNECTOR KIT. (BID ITEM #78) 17 4/11/25 L-861T FIXTURE DATA TABLE FIXT-NUM STA OFF BASE CIRCUIT Lens DETAIL L-100 'TWY A' 43+91.23 31.50' RT L-867B TWY A BLU E3.1 L-101 'TWY A' 45+46.64 31.50' RT L-867B TWY A BLU E3.1 L-102 'TWY A' 46+52.95 31.06' RT.L-867B TWY A BLU E3.1 L-103 'TWY A' 47+00.00 31.50' RT.L-867B TWY A BLU E3.1 L-104 'TWY A' 47+78.25 38.66' RT.L-867B TWY A BLU E3.1 L-106 'TWY A' 48+53.14 46.31' RT.L-867B TWY A BLU E3.1 L-107 'TWY A' 48+89.60 61.15' RT.L-867B TWY A BLU E3.1 L-108 'TWY A' 49+04.46 98.04' RT.L-867B TWY A BLU E3.1 L-109 'TWY A' 49+06.76 127.44' RT.L-867B TWY A BLU E3.1 L-110 'TWY A' 49+09.36 159.30' RT.L-867B TWY A BLU E3.1 L-111 'TWY A' 49+03.76 182.32' RT.L-867B TWY A BLU E3.1 L-112 'TWY A' 50+10.20 182.92' RT.L-867B TWY A BLU E3.1 L-113 'TWY A' 49+97.33 156.92' RT.L-867B TWY A BLU E3.1 L-114 'TWY A' 49+99.30 128.41' RT.L-867B TWY A BLU E3.1 L-115 'TWY A' 50+01.82 94.10' RT.L-867B TWY A BLU E3.1 L-116 'TWY A' 50+55.80 93.00' RT L-867B TWY A BLU E3.1 L-117 'TWY A' 51+13.85 93.00' RT L-867B TWY A BLU E3.1 L-118 'TWY A' 51+72.10 93.00' RT L-867B TWY A BLU E3.1 L-119 'TWY A' 52+18.00 93.00' RT L-867B TWY A BLU E3.1 L-120 'TWY A' 52+18.00 66.22' RT.L-867B TWY A BLU E3.1 L-121 'TWY A' 52+18.00 31.50' RT.L-867B TWY A BLU E3.1 L-122 'TWY A' 52+78.34 31.50' RT.L-867B TWY A BLU E3.1 L-123 'TWY A' 53+36.58 31.39' RT.L-867B TWY A BLU E3.1 L-124 'TWY A' 53+89.93 34.64' RT.L-867B TWY A BLU E3.1 L-125 'TWY A' 54+44.49 39.98' RT.L-867B TWY A BLU E3.1 L-126 'TWY A' 54+99.57 44.40' RT.L-867B TWY A BLU E3.1 L-127 'TWY A' 55+56.58 47.19' RT.L-867B TWY A BLU E3.1 L-128 'TWY A' 56+01.03 56.73' RT.L-867B TWY A BLU E3.1 L-44 'TWY A' 22+68.61 31.50' RT L-867B TWY A BLU E3.1 L-45 'TWY A' 23+73.35 31.50' RT L-867B TWY A BLU E3.1 L-46 'TWY A' 24+22.97 31.50' RT L-867B TWY A BLU E3.1 L-47 'TWY A' 24+44.11 41.69' RT.L-867B TWY A BLU E3.1 L-48 'TWY A' 24+53.08 65.98' RT.L-867B TWY A BLU E3.1 L-49 'TWY A' 24+40.75 91.29' RT.L-867B TWY A BLU E3.1 L-50 'TWY A' 23+50.34 147.44' RT.L-867B TWY A BLU E3.1 L-51 'TWY A' 22+50.32 181.94' RT.L-867B TWY A BLU E3.1 L-52 'TWY A' 24+53.29 191.10' RT.L-867B TWY A BLU E3.1 L-53 'TWY A' 24+53.83 186.13' RT.L-867B TWY A BLU E3.1 L-54 'TWY A' 24+35.11 182.16' RT.L-867B TWY A BLU E3.1 L-55 'TWY A' 24+40.14 162.12' RT.L-867B TWY A BLU E3.1 L-56 'TWY A' 24+75.49 127.84' RT.L-867B TWY A BLU E3.1 L-57 'TWY A' 25+10.30 94.10' RT.L-867B TWY A BLU E3.1 L-58 'TWY A' 25+46.75 60.08' RT.L-867B TWY A BLU E3.1 L-59 'TWY A' 25+79.15 39.58' RT.L-867B TWY A BLU E3.1 L-60 'TWY A' 26+18.20 31.50' RT L-867B TWY A BLU E3.1 L-61 'TWY A' 27+14.31 31.50' RT L-867B TWY A BLU E3.1 L-62 'TWY A' 28+11.00 31.50' RT L-867B TWY A BLU E3.1 L-63 'TWY A' 28+46.66 46.17' RT.L-867B TWY A BLU E3.1 L-64 'TWY A' 28+61.59 82.87' RT.L-867B TWY A BLU E3.1 L-65 'TWY A' 28+61.14 116.91' RT.L-867B TWY A BLU E3.1 L-66 'TWY A' 28+60.78 151.15' RT.L-867B TWY A BLU E3.1 L-67 'TWY A' 28+46.00 179.10' RT.L-867B TWY A BLU E3.1 L-68 'TWY A' 28+19.58 191.08' RT.L-867B TWY A BLU E3.1 L-69 'TWY A' 29+29.45 178.30' RT.L-867B TWY A BLU E3.1 L-70 'TWY A' 29+16.97 152.51' RT.L-867B TWY A BLU E3.1 L-71 'TWY A' 29+16.14 116.46' RT.L-867B TWY A BLU E3.1 L-72 'TWY A' 29+15.82 82.05' RT.L-867B TWY A BLU E3.1 L-73 'TWY A' 29+31.20 45.54' RT.L-867B TWY A BLU E3.1 L-74 'TWY A' 29+67.41 31.50' RT L-867B TWY A BLU E3.1 L-75 'TWY A' 30+17.18 31.50' RT L-867B TWY A BLU E3.1 L-76 'TWY A' 30+88.69 31.50' RT L-867B TWY A BLU E3.1 L-77 'TWY A' 32+09.57 31.50' RT L-867B TWY A BLU E3.1 L-78 'TWY A' 33+30.96 31.50' RT L-867B TWY A BLU E3.1 L-79 'TWY A' 34+51.85 31.50' RT L-867B TWY A BLU E3.1 L-80 'TWY A' 35+23.00 31.50' RT L-867B TWY A BLU E3.1 L-81 'TWY A' 35+72.94 31.50' RT L-867B TWY A BLU E3.1 L-82 'TWY A' 36+07.13 43.85' RT.L-867B TWY A BLU E3.1 L-83 'TWY A' 36+73.20 102.48' RT.L-867B TWY A BLU E3.1 L-84 'TWY A' 37+35.00 163.77' RT.L-867B TWY A BLU E3.1 L-85 'TWY A' 37+38.76 181.03' RT.L-867B TWY A BLU E3.1 L-86 'TWY A' 37+21.75 185.30' RT.L-867B TWY A BLU E3.1 L-87 'TWY A' 37+21.76 189.98' RT.L-867B TWY A BLU E3.1 L-88 'TWY A' 40+11.89 189.86' RT.L-867B TWY A BLU E3.1 L-89 'TWY A' 39+46.33 181.55' RT.L-867B TWY A BLU E3.1 L-90 'TWY A' 38+74.01 164.80' RT.L-867B TWY A BLU E3.1 L-91 'TWY A' 38+05.31 138.36' RT.L-867B TWY A BLU E3.1 L-92 'TWY A' 37+42.17 99.80' RT.L-867B TWY A BLU E3.1 L-93 'TWY A' 37+28.67 67.91' RT.L-867B TWY A BLU E3.1 L-94 'TWY A' 37+38.50 43.38' RT.L-867B TWY A BLU E3.1 L-95 'TWY A' 37+67.95 31.50' RT L-867B TWY A BLU E3.1 L-96 'TWY A' 38+16.97 31.50' RT L-867B TWY A BLU E3.1 L-97 'TWY A' 39+23.37 31.50' RT L-867B TWY A BLU E3.1 L-98 'TWY A' 40+79.11 31.50' RT L-867B TWY A BLU E3.1 L-99 'TWY A' 42+35.02 31.50' RT L-867B TWY A BLU E3.1 SIGN DATA TABLE SIGN-NUM STA OFF DETAIL CIRCUIT # OF MODULES S-06 EXIST EXIST E3.3 TWY A 4 S-07 EXIST EXIST E3.3 TWY A 1 S-08 EXIST EXIST E3.3 TWY A 2 S-09 EXIST EXIST E3.3 TWY A 4 S-10 EXIST EXIST E3.3 TWY A 1 S-11 EXIST EXIST E3.3 TWY A 2 S-12 EXIST EXIST E3.3 TWY A 4 S-13 EXIST EXIST E3.3 TWY A 1 S-14 EXIST EXIST E3.3 TWY A 2 S-15 EXIST EXIST E3.3 TWY A 4 S-16 'TWY A' 55+17.55 71.99' RT.E3.3 TWY A 2 RUNWAY FIXTURE DATA TABLE FIXT-NUM STA OFF BASE CIRCUIT Lens DETAIL R-03 'TWY A' 24+23.54 191.20' RT.L-868B RWY WHT | WHT E3.2 R-04 'TWY A' 38+12.43 190.06' RT.L-868B RWY WHT | WHT E3.2 L-852T FIXTURE DATA TABLE FIXT-NUM STA OFF BASE CIRCUIT Lens DETAIL LT-01 'TWY A' 56+17.39 48.24' LT.L-868B TWY A BLU E3.2 LT-02 'TWY A' 55+72.07 35.99' LT.L-868B TWY A BLU E3.2 LT-03 'TWY A' 55+26.40 34.70' LT.L-868B TWY A BLU E3.2 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E2 . 4 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 1 7 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT ELECTRICAL LIGHTING AND SIGNAGE FIXTURE TABLES E2.4 101 OF 112 1 LIGHT FIXTURE STAKING NOTE: STATION/OFFSET SHOULD BE FIELD VERIFIED TO CONFIRM THAT TAXIWAY EDGE LIGHT BASE CANS ARE INSTALLED MINIMUM 2FT BUT NOT TO EXCEED 10FT FROM MARKED TAXIWAY PAVEMENT EDGE. 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 2 2 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 1 OF 6 E3.1 102 OF 112 ELEVATED TAXIWAY EDGE LIGHT FIXTURE ON EXISTING BASECAN GENERAL NOTE: ALL HARDWARE (BOLTS, NUTS & WASHERS) SHALL BE STAINLESS STEEL PER SPECIFICATIONS. FRANGIBLE COUPLING LIGHT BASE COVER MEDIUM INTENSITY LED TAXIWAY EDGE LIGHT L-861T(L) BELL END FITTING, EXTEND 1-1/2" INTO BASE CAN. NATIVE SOIL L-867, CLASS 1, 12" DIA, (24" DEEP) LIGHT BASE COUPLING & CONDUIT EXTENSION INTO BASE. NOTE: SHOULD SIGNIFICANT MISALIGNMENT OCCUR BETWEEN THE CONDUIT AND BASE CENTERLINE, THE LIMITED USE OF LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE ALLOWED. 6" L-823 CONNECTOR KIT (N) 2" PVC CONDUIT SUBGRADE L-830 ISOLATION TRANSFORMER SET ON BRICK PER FAA STDS 10' COIL OF SLACK CONDUCTOR (FROM CONDUIT TO TRANSFORMER) 48" LENGTH OF #6 BC GROUND. BOND TO 3-HOLE BASE GROUNDING LUG & BOLT TO FIXTURE BASE PLATE GROUNDING LUG. #6 BC GROUND CONNECT TO INTERNAL BASE 3-HOLE GROUNDING LUG. BEDDING/BACKFILL PER SPECS (N) 2" PVC CONDUIT P-610 (4000 PSI) CONCRETE ENCASEMENT 6" ALL AROUND INSTALL 3/4" Ø X 10' COPPER GROUND ROD, SEE DETAILS ON DRAWING. MIN. 6" OF 3/4" GRAVEL BEDDING/BACKFILL 22" NOMINAL 24"x24"x24" SUMP, FILL WITH NOMINAL 3/4" AGGREGATE 1" PVC DRAIN PIPE, SET AT BOTTOM OF BASE CAN POINT OF REFERENCE - CENTER OF BASE CAN, SEE DATA TABLES ELEVATED TAXIWAY EDGE LIGHT FIXTURE ON NEW BASE CAN 14" 1 FRANGIBLE COUPLING LIGHT BASE COVER MEDIUM INTENSITY LED TAXIWAY EDGE LIGHT L-861T(L) (E) L-867 BASE CAN 6" L-823 CONNECTOR KIT (E) 2" PVC CONDUIT (N) L-830 ISOLATION TRANSFORMER SET ON BRICK PER FAA STDS 10' COIL OF SLACK CONDUCTOR (FROM CONDUIT TO TRANSFORMER) 48" LENGTH OF #6 BC GROUND. BOND TO 3-HOLE BASE GROUNDING LUG & BOLT TO FIXTURE BASE PLATE GROUNDING LUG. (E) 2" PVC CONDUIT POINT OF REFERENCE - CENTER OF BASE CAN, SEE DATA TABLES 14" NOTE: SEE DETAILS A AND B BELOW FOR CUT/FILL CONDITIONS REQUIRED FOR REUSED BASE CANS WHERE EXISTING CONDITIONS ARE IMPACTED BY GRADING OPERATIONS. LOCALIZED GRADING FOR 1-INCH OR LESS OF CUT AROUND EXISTING BASE CAN UP TO 1" VARIABLE DEPTH CUT PROVIDE LOCALIZED GRADING WITH NATIVE BACKFILL SO BASE CAN DOES NOT EXCEED 1-INCH REVEAL ABOVE FINISHED GRADE. COMPACT TO 95%. INSTALLATION OF BASE CAN EXTENSION AND/OR SPACER RING(S) FOR GRADING UP TO 6-INCHES OF FILL AROUND EXISTING BASE CAN EXISTING NATIVE MATERIAL EXISTING NATIVE MATERIAL VARIABLE DEPTH BACKFILL, REFER TO CIVIL PLANS FOR GRADING DETAILS. UP TO 6" VARIABLE DEPTH FILL BASE CAN EXTENSION MAXIMUM (3) SPACERS AS REQUIRED (1/4" MINIMUM, 1" MAXIMUM)6"BACKFILL 6" SURROUND TO SURFACE WITH: 1)CLSM IF FILL IS 3" OR LESS 2)P-610 IF FILL IS 3 - 6" NATIVE SOIL 4/11/25 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 2 OF 6 E3.2 103 OF 112 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 2 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 2 7 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ASPHALT PAVEMENT CONCRETE ENCASEMENT (P-610) 12" ALL AROUND LOWER SECTION OF BASE 24" DEEP SIZE 'B' L-868 BASE L-830 ISOLATION TRANSFORMER SET ISOLATION TRANSFORMER ON BRICK PER FAA STANDARDS #6 BC CONNECT FROM EXTERNAL BASE GROUNDING LUG TO GROUND ROD BELL END EXTEND 1-12" INTO BASE (TYP.) 6' COIL OF SLACK CONDUCTOR 12" DIA SUBGRADE, SEE CIVIL DRAWINGS 3" 12" MIN. IN-PAVEMENT EDGE LIGHT FIXTURE FLANGE RING, ONE SPACER (1/2", 1/4" OR 1/8" AS REQUIRED) AND 4" EXTENSION WITH P-605 SEALANT BETWEEN BASE CAN AND ASPHALT PAVEMENT #6 B.C. COUNTERPOISE AT TOP OF CONCRETE ENCASEMENT 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 WITH SLIP COUPLINGS, MATCH EXISTING (TYP) SURFACE RESTORATION, 2" TOPSOIL AND SEED PER T-901 BACKFILL WITH NATIVE EXCAVATED MATERIAL COMPACT TO 95% OF ASTM D-1557 1 4/11/25 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 3 OF 6 E3.3 104 OF 112 NEW AIRFIELD GUIDANCE SIGN ON NEW BASE 12" DIA, 24" DEEP L-867 BASE WITH ISOLATION XFMR (NOTE 2). PROVIDE W/ BRICK SUPPORT PER FAA STDS. 2" PVC SWEEP POWER LEG/SUPPORT, VERIFY WITH EACH SIGN SIZE. #4 REBAR TIE COORDINATE W/ SIGN MANUFACTURER FOR EXACT BOLT PATTERN 1.VERIFY ALL DIMENSIONS OF SIGN FACES, SIGN PEDESTALS, AND SIGN FACE SPACING WITH MANUFACTURER BEFORE INSTALLATION. 2.PROVIDE NEW TRANSFORMERS WITH NEW SIGNS, SIZE PER MANUFACTURERS RECOMMENDATIONS. 3.SEE E2 SERIES DRAWINGS FOR SIGN CONTENTS AND LOCATIONS. 4.REFER TO DETAIL 3/E3.3 FOR GRADING DETAIL AROUND SIGN BASES AS REQUIRED TO MEET BASE REVEAL SLOPE REQUIREMENTS. REFER TO (DWGS E2 SERIES) FOR INDIVIDUAL SIGN SIZES. COORDINATE EXACT BASE DIMENSIONS WITH SIGN DIMENSIONS. NOTE: SIGN SIZE BASE DIMENSIONS ONE MODULE TWO MODULE THREE MODULE FOUR MODULE 2 72" L x 24" W 108" L x 24" W 144" L x 24" W 180" L x 24" W VERIFY WITH MFGR ANCHORS FOR SIGNS SHALL BE 1/2" DIA. HILTI QUICK BOLTS TYP. AT ALL NEW SIGN BASES. 4 EACH SUPPORT - VERIFY WITH MANUFACTURER DIM. PER MANUFACTURER. 2" PVC SWEEP 24"x24"x24" SUMP, FILL WITH NOMINAL 3/4" AGGREGATE 2" CONDUIT 3/4" X 10'-0" GROUND ROD W/ 2" C SLEEVE THROUGH CONCRETE FOUNDATION. 1" PVC DRAIN PIPE, SET AT BOTTOM OF BASE CAN POINT OF REFERENCE - NEAR EDGE OF SIGN SEE LAYOUT DRAWINGS FOR DIMENSION. FRANGIBLE COUPLING TYP ALL LEGS NEW FAA SIZE 2, CLASS 2 LIGHTED GUIDANCE SIGN 1" CHAMFER (TYP.) FINISH GRADE PRECAST P-610 CONCRETE BASE, SEE BASE DIMENSION SCHEDULE FOR LENGTH EXISTING MATERIAL 10 : 1 10 : 1 MA X . MA X . 4:1 MAX. DITCH GRADER LIMITS OF SIGN BASE GRADING WITHIN DITCH 4' MAXIMUM MODIFIED GRADING CONTOURS CONCRETE SIGN BASE PROPOSED GRADING R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 3 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 3 2 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 EXISTING L-867 BASE WITH NEW ISOLATION TRANSFORMER 2" PVC SWEEP POWER LEG/SUPPORT, VERIFY EXISTING LOCATION PRIOR TO ORDERING NEW SIGNS COORDINATE W/ SIGN MANUFACTURER FOR EXACT NEW BOLT PATTERN ANCHORS FOR SIGNS SHALL BE 1/2" DIA. HILTI QUICK BOLTS TYP. AT ALL NEW SIGN BASES. 4 EACH SUPPORT - VERIFY WITH MANUFACTURER DIM. PER MANUFACTURER. 2" PVC SWEEP 2" CONDUIT EXISTING GROUND ROD W/ 2" C SLEEVE THROUGH CONCRETE FOUNDATION. 12" EXISTING DRAIN PIPE, SET AT BOTTOM OF BASE CAN 30" FRANGIBLE COUPLING TYP ALL LEGS NEW FAA SIZE 2, CLASS 2 LIGHTED GUIDANCE SIGN 1" CHAMFER (TYP.) FINISH GRADE EXISTING CONCRETE BASE EXISTING MATERIAL NEW AIRFIELD GUIDANCE SIGN ON EXISTING BASE GRADING DETAIL AROUND SIGN BASE 1 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 4 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 3 6 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 4 OF 6 E3.4 105 OF 112 1.SEE PLANS FOR REQUIRED DUCT SECTIONS. ALL OF THE SECTIONS SHOWN ON THIS DRAWING MAY NOT BE USED ON THIS PROJECT. 2.PROVIDE PULL WIRES IN ALL (NEW) UNUSED CONDUITS. PLUG ENDS IN HANDHOLES AND MANHOLES. 3.WARNING TAPE REQUIRED WHEN DUCTS ARE INSTALLED IN AREAS NOT BELOW FULL STRENGTH PAVEMENT. 4.4000 PSI P-610 CONCRETE ENCASE UNDER FULL STRENGTH PAVEMENT AND AS OTHERWISE INDICATED ON PLANS. 5.NOT USED. 6.REFER TO SPECIFICATION ITEM L-110 FOR CONDUIT/DUCT SPACER SYSTEM. 7.INSTALL LIGHTING SERIES CIRCUITS AS FOLLOWS: 7.1.ONE CIRCUIT (1 OR 2 CONDUCTORS) PER 2"C. LIMIT 4"C TO NO MORE THAN (8) CONDUCTORS. 7.2.START INSTALLATION IN BOTTOM CONDUITS OF DUCT ARRAY, LEAVING THE UPPER CONDUITS EMPTY. A: 1-2"C (UNLESS OTHERWISE INDICATED ON PLANS) TYPICAL TRENCH SECTION - DIRECT BURIED TYPICAL TRENCH SECTION - CONCRETE ENCASED BOTTOM OF TOPSOIL WIDTH AS REQUIRED 3" 4" MIN 2" MIN 4" MIN 12" 4" 24" (MIN) WARNING TAPE (NOTE 3) #6 B.C. OR #1/0 COUNTERPOISE SAND OR CLSM (P-153) SCH. 40 PVC NATIVE BACKFILL OR CLSM (P-153)2" SCH. 80 HDPE CONDUIT (E)AC PAVEMENT (E)BASE COURSE (E)SUB BASE 36" (MIN) TYPICAL TRENCH SECTION - DIRECTIONAL BORE BOTTOM OF P-209 WIDTH AS REQUIRED 3" 4" MIN 2" MIN 4" MIN 12" 4" 36" (MIN) WARNING TAPE (NOTE 3) #6 B.C. COUNTERPOISE P-610 CONCRETE ENVELOPE SCH. 40 PVC CLSM (P-153) 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 1 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 5 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 3 9 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 5 OF 6 E3.5 106 OF 112 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) 1 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : E3 . 6 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 4 4 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT ELECTRICAL DETAILS 6 OF 6 E3.6 107 OF 112 STEP 1 CONTRACTOR TO SURVEY BASE CAN LOCATIONS PRIOR TO MILLING OPERATIONS. STEP 2 REMOVE LIGHT FIXTURE, HARDWARE, ISOLATION TRANSFORMER, AND SPLICE KITS. CORE DRILL TO REMOVE BASE CAN EXTENSION AND SPACERS. STEP 3 PLACE 3/4" PLYWOOD MUD COVER OR METAL COVER WITH CONCENTRIC RING PATTERN ON TOP OF BASE CAN. BOLTED 3/4" PLYWOOD MUD COVER OR METAL COVER WITH CONCENTRIC RING PATTERN. STEP 4 TOP SECTION OF PCC PAVEMENT TO BE MILLED AT VARIABLE DEPTH. SEE CIVIL PLANS FOR PAVEMENT SECTIONS. PLACE VARIABLE DEPTH SAND BACKFILL ON TOP OF CAN COVER. VARIABLE MILL DEPTH VARIABLE MILL DEPTH STEP 5 PAVE VARIABLE DEPTH ASPHALT OVERLAY. SEE CIVIL TYPICAL PAVEMENT SECTION ON CIVIL PAVEMENT PLANS FOR DETAIL. STEP 6 CORE DRILL 14" DIAMETER HOLE CENTERED ON BASE CAN. REMOVE MUD COVER AND SAND AND CLEAN OUT ALL DEBRIS FROM BASE CAN. STEP 7 REINSTALL SALVAGED ISOLATION TRANSFORMER AND SPLICE KITS. INSTALL NEW EXTENSION, SPACER/RING(S) AND FLANGE RING TO ADJUST TO NEW FINISHED GRADE. SEAL ANNULAR GAP WITH P-605 AND P-606 SEALANT. REINSTALL SALVAGED LIGHT FIXTURE SEMI-FLUSH WITH NEW FINISHED GRADE. SEE SALVAGED IN-PAVEMENT LIGHT FIXTURE (N) EXTENSION: LENGTH AS REQUIRED (N) MAXIMUM (3) SPACERS AS REQUIRED (1/4" MIN, 1" MAX)ASPHALT OVERLAY (E) L-868 BASE CAN 0.125" MAX. TOOL ASPHALT TO ACCOMMODATE DIFFERENTIAL BETWEEN FLANGE RING AND FINISHED GRADE. P-606 SEALANT 1.USE FLANGE RING AND SPACERS AS NECESSARY TO ADJUST IN-PAVEMENT LIGHT FIXTURE TO FINISHED GRADE. 2.REFER TO DETAIL 1 SHEET E3.2 FOR FULL IN-PAVEMENT LIGHT FIXTURE DETAIL. (E) SEALANT VARIABLE DEPTH AC OVERLAY (E) CONDUIT (E) AC PAVEMENT VARIABLE DEPTH SAND BACKFILL 1 1/2" P-605 SEALANT TO SURFACE (N) FLANGE RING (E) VARIABLE DEPTH AC PAVEMENT SALVAGED IN-PAVEMENT RUNWAY EDGE LIGHT FIXTURE INSTALLATION SEQUENCE (STEP 1 THROUGH 7) FOR USE IN MILL AND INLAY AREAS SPACER DETAIL 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : 4. 1 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 4 7 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT AIRFIELD LIGHTING VAULT DEMOLITION PLAN E4.1 108 OF 112 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 1 PROPOSED PANEL LV SCHEDULE SCALE: NTS 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : 4. 2 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 4 9 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT AIRFIELD LIGHTING VAULT RECONFIGURATION PLAN E4.2 109 OF 112 200A 2P G 400A 2P 200A 2P 200A 2P 400A 2P 200A 2P 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 'LV' EXISTING 32"x36"x44" RUNWAY CONSTANT CURRENT REGULATOR NEW 40"Hx24"Wx26"D TAXIWAY A 7.5KW CONSTANT CURRENT REGULATOR RELOCATED PAPI & REIL CONTROL RELAY EXISTING DEMAND METERING CABINET EXISTING PAPI & REIL BOOST TRANSFORMER EXISTING 32"x36"x44" TAXIWAY B 7.5KW CONSTANT CURRENT REGULATOR SECTION A-A SECTION B-B 128" 16.5"16.5" 13 5 " EXISTING BEACON CONTACTOR 6" 32"24"32" 6"6" RECONFIGURED ALV PROPOSED LAYOUT PLAN SCALE: NTS 1 PNL GEN 30A 120/240V 167KVA 240/120 1ɸ UTILITY XFMR PANEL LV BEACON P/C CONTROL FAA TOWER & BASE BLDG 200 KW, 240/120V 1ɸ, 3W STANDBY GENERATOR LIGHT RCPT HEATER CHARGER AIRFIELD LIGHTING VAULT SINGLE-LINE DIAGRAM SCALE: NTS PNL MDP-A 400A 120/240V PNL MDP-F 200A 120/240V PANEL A PANEL B PANEL C PANEL D PANEL F HH-UHH HH-G (SHOWN PIECEMEAL FOR CLARITY, TYP) HH-G (SHOWN PIECEMEAL FOR CLARITY, TYP) HH-G (SHOWN PIECEMEAL FOR CLARITY, TYP) CONTRACTOR TO INSTALL NEW BREAKERS AS REQUIRED IN PANEL LV TO ACCOMMODATE NEW CCR. ATS-L ATS-BATS-F 26 " BID TABULATION NOTE: SHOULD SCHEDULE D BE SELECTED, THE WORK SHOWN ON THIS SHEET WILL NOT BE COMPLETED. SCHEDULE A QUANTITIES FOR NEW 7.5KW CONSTANT CURRENT REGULATOR (BID ITEM # 69) AND AIRFIELD LIGHTING VAULT SPACE UTILIZATION IMPROVEMENTS (BID ITEM # 70) SHOULD BE DEDUCTED IN FAVOR OF SCHEDULE D QUANTITIES. GENERAL CONSTRUCTION NOTES: 1.RE-ESTABLISH ALL CONNECTIONS FOR RELOCATED EQUIPMENT TO ENSURE A COMPLETE AND WORKING SYSTEM. 2.INTERCEPT FEED TO ATS-L AT EXTERIOR WALL LB. RE-ESTABLISH CONNECTION TO ATS-L FEED EXTERIOR TO THE BUILDING AND INSTALL NEW CONDUIT AND CONDUCTORS TO MATCH EXISTING AS REQUIRED TO THE NEW ATS-L LOCATION. 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : 4. 3 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 5 1 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 - A A - 0 9 0 1 1 9 0 0 0 . d w g LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT SCHEDULE D - NEW AIRFIELD LIGHTING VAULT BUILDING PLAN E4.3 110 OF 112 200A 2P G 400A 2P 200A 2P 200A 2P 400A 2P 200A 2P SYM DESCRIPTION CAPACITY ACCESSORIES REMARKSELEC.WT.HP KW DESCRIPTION & MANUFACTURERSYM LAMPS MECHANICAL EQUIPMENT SCHEDULE 4' 2-LAMP SURFACE MOUNTED VAPORTIGHT ENCLOSED INDUSTRIAL STRIP WITH 0° COLD WEATHER ELECTRONIC BALLAST, IMPACT RESISTANT POLY CARBONATE LENS, 120V SURFACE MOUNTED 70 WATT 4000K LED WALL PACK WITH INTEGRAL PHOTOELECTRIC CELL, 120V NOTES: INSTALL ALL NEW CONDUITS AND J-BOXES REQUIRED FOR INTERIOR VAULT LIGHTING SYSTEM ON UNISTRUT. COORDINATE WITH BUILDING MANUFACTURER FOR EXTERIOR LIGHTING AND CONDUIT PENETRATIONS. INLINE SIDEWALL EXHAUST FAN - DIRECT DRIVE 210 CFM @ 0.6 E.S.P.INLET GUARD, MOTORIZED INSULATED BAROMETRIC DAMPER (ICD-45, 18"x18", PARALLEL BLADES), SHELF MOUNTED WITH NEOPRENE ISOLATOR KIT 1/6 H.P. 360 WATT 41 LBS --- LED LAMPS AND DRIVER (2) F32 T-8 COOL WHITE DOOR LOUVER, EXTRUDED ALUMINUM, 24"x24" 0.6" STATIC PRESSURE DROP AT 210 CFM INTAKE BIRDSCREEN, 24"x24"x1" THICK THROW-AWAY FILTER, FIELD FABRICATED FILTER FRAME ATTACHED TO INSIDE OF DOOR LOUVER. ------ --- --- --- --- --- 1.THE EXHAUST FAN (EF-1) SHALL BE USED FOR VENTILATING THE SPACE 2.UPON A CALL FOR COOLING (80°F ADJUSTABLE) EF-1 SHALL START AND SHALL OPERATE UNTIL THE SPACE THERMOSTAT IS SATISFIED. WALL LOUVER, EXTRUDED ALUMINUM, DRAINABLE, 18"x18"x WALL THICKNESS ----FLANGED FRAME, INSECT SCREEN, ------ --- --- --- --- --- 1.THE L-854 RADIO CONTROLLERS SHALL MATCH THE FUNCTIONALITY OF THE EXISTING L-854S IN THE EXISTING AIRFIELD LIGHTING VAULT BUILDING. INSTALL NEW RADIO ANTENNAS ON EXTERIOR OF BUILDING PER MANUFACTURER SPECIFICATIONS. 2.COORDINATE WITH GENERAL CONTRACTOR, BUILDING MANUFACTURER, CONCRETE CONTRACTOR, AND STRUCTURAL ENGINEER FOR ALL CONDUIT PENETRATIONS AND EQUIPMENT LOCATIONS. 3.ALL EQUIPMENT AND CONDUIT SHALL BE MOUNTED TO UNISTRUT CONNECTED TO PRE-FABRICATED HARD POINTS IN THE WALLS AND ROOF. NO MODIFICATIONS TO THE BUILDING SHALL BE ALLOWED WITHOUT WRITTEN DIRECTION FROM THE BUILDING MANUFACTURER AND ENGINEER. 4.ALL EXPOSED EXTERIOR CONDUIT SHALL BE RGS. SEE SPEC SECTION L-100. 5.PHOTOCELL WILL BRING ON TAXIWAY LIGHTS AT STEP 1 (LOWEST INTENSITY SETTING). THE L-854 RADIO WILL THEN BE USED TO INCREASE TAXIWAY LIGHTING INTENSITY. OPERATION WILL BE COORDINATED BETWEEN THE ENGINEER, THE AIRPORT, AND THE CONTRACTOR. 6.INTERCEPT CONDUCTOR FEEDS FROM BACKUP STANDBY GENERATOR TO ATS-L, ATS-B, AND ATS-F AT HANDHOLE EXTERIOR TO THE EXISTING AIRFIELD LIGHTING VAULT. RELOCATE ALL ATS UNITS TO THEIR NEW LOCATIONS AND MATCH EXISTING CONDUIT AND CONDUCTOR TO RE-ESTABLISH CONNECTIONS. RE-ESTABLISH ATS AND NETWORK CONNECTIONS INTEGRATION WITH THE RELOCATED ATS MONITORING CABINET. CONDUIT RUN IN OR ON CEILING OR WALL HASH MARKS INDICATE NUMBER OF #12 AWG CONDUCTORS IN CONDUIT. NO MARKS INDICATE 2 #12'S. DOES NOT INCLUDE GROUND WIRE. IF NON-METALLICCONDUIT ADD GROUND PER NEC. HOMERUN TO PANEL WITH PANEL AND CIRCUIT INDICATED FLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTING INCANDESCENT OR H.I.D. FIXTURE - CEILING OR WALL MOUNTED. SEE FIXTURE SCHEDULE SINGLE POLE SWITCH +48" AFF TIMER SWITCH +48" AFF THERMOSTAT +60" AFF 120V DUPLEX CONVENIENCE RECEPTACLE +18" AFF ENCLOSED CIRCUIT BREAKER DISCONNECT +5-0" AFG JUNCTION BOX AS REQUIRED BY NATIONAL ELECTRIC CODE ELECTRICAL PANELBOARD - SURFACE MOUNTED DASHED DEVICES, LIGHT FIXTURES, ETC. - FUTURE EQUIPMENT ABOVE FINISHED FLOOR WITH TRANSFORMER LIGHT FIXTURE DESIGNATION & WATTAGE. SEE FIXTURE SCHEDULE MECHANICAL EQUIPMENT DESIGNATION. GROUND BUS NEUTRAL BUS ELECTRICAL SYMBOL LIST . LIGHT FIXTURE SCHEDULE SURFACE MOUNTED OUTLET, 18" AFF (TYP. 4) RUN CONDUIT ALONG UNISTRUT. +7'-0" REMOTE THERMOSTAT EF-1 MOUNT LIGHT TO UNISTRUT (TYP.) +0'-42" LA-16 LV-12 LV-10 GROUND ROD. #4/0 B.C. GROUND RING TO INTERNAL GROUND RING. PROVIDED EMBEDDED HARD POINTS ON EXTERIOR WALL FOR EQUIPMENT MOUNTING. TO 3/8" x 10" COPPER AIR TERMINAL ON THE ROOF VIA 1" PVC CONDUIT. GFCI OUTLET WITH OUTDOOR IN-USE WEATHER ENCLOSURE. H-20 POWER HANDHOLE PHOTOCELL FOR AIRFIELD LIGHTING CONTROL GROUND ROD. 16.00' 16 . 0 0 ' 6.00' TYP. ELECTRICAL SHEET NOTES . VAULT BUILDING ELECTRICAL PLAN SCALE: NTS (6"X6" 5KV WIREWAY & 4"X4" CONTROL WIREWAY MOUNTED ON WALL NOT SHOWN FOR CLAIRTY) 1 PNL GEN 30A 120/240V 167KVA 240/120 1ɸ UTILITY XFMR PANEL LV BEACON P/C CONTROL FAA TOWER & BASE BLDG 200 KW, 240/120V 1ɸ, 3W STANDBY GENERATOR LIGHT RCPT HEATER CHARGER AIRFIELD LIGHTING VAULT SINGLE-LINE DIAGRAM SCALE: NTS PNL MDP-A 400A 120/240V PNL MDP-F 200A 120/240V PANEL A PANEL B PANEL C PANEL D PANEL F HH-UHH HH-G (SHOWN PIECEMEAL FOR CLARITY, TYP) HH-G (SHOWN PIECEMEAL FOR CLARITY, TYP) HH-G (SHOWN PIECEMEAL FOR CLARITY, TYP) PREFABRICATED BUILDING NOTE: CONTRACTOR TO SUPPLY STRUCTURAL AIRFIELD LIGHTING VAULT BUILDING DRAWINGS STAMPED BY WASHINGTON PROFESSIONAL ENGINEER, INCLUDING CITY REQUIRED PERMITS (BID ITEM #143). TO AIRFIELD 4/11/25 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : 4. 4 Ap r i l 1 1 , 2 0 2 5 1 2 : 5 8 : 5 4 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 - A A - 0 9 0 1 1 9 0 0 0 . d w g LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 N/A JDB DKP JPT SCHEDULE D - NEW AIRFIELD LIGHTING VAULT EQUIPMENT PLAN E4.4 111 OF 112 SYM DESCRIPTION SYM (N) 40"Hx24"Wx26"D 7.5 KW (240V) L-828 REGULATOR, 3 STEP (TAXIWAY A LIGHTS AND SIGNS) (N) L-854 PILOT CONTROLLED RADIO (E) SURFACE MOUNTED PANEL 'LV' 120/240V, 1-PHASE, 3-WIRE 1.THE L-854 RADIO CONTROLLER SHALL MATCH THE FUNCTIONALITY OF THE EXISTING L-854 IN THE EXISTING REGULATOR BUILDING. 2.COORDINATE WITH GENERAL CONTRACTOR, BUILDING MANUFACTURER, CONCRETE CONTRACTOR, AND STRUCTURAL ENGINEER FOR ALL CONDUIT PENETRATIONS AND EQUIPMENT LOCATIONS. 3.ALL EQUIPMENT AND CONDUIT SHALL BE MOUNTED TO UNISTRUT CONNECTED TO PRE-FABRICATED HARD POINTS IN THE WALLS AND ROOF. NO MODIFICATIONS TO THE BUILDING SHALL BE ALLOWED WITHOUT WRITTEN DIRECTION FROM THE BUILDING MANUFACTURER AND ENGINEER. 4.ALL EXPOSED EXTERIOR CONDUIT SHALL BE RGS. SEE SPEC SECTION L-100. 5.PHOTOCELL WILL BRING ON TAXIWAY AND RUNWAY LIGHTS AT STEP 1 (LOWEST INTENSITY SETTING). THE L-854 RADIO WILL THEN BE USED TO INCREASE TAXIWAY AND RUNWAY LIGHTING INTENSITY. OPERATION WILL BE COORDINATED BETWEEN THE ENGINEER, THE AIRPORT, AND THE CONTRACTOR. DESCRIPTION (E) 20"x32"x72" ATS (E) ATS MONITORING SYSTEM NOTES: INSTALL ALL NEW CONDUITS AND J-BOXES REQUIRED FOR VAULT EQUIPMENT SYSTEM ON UNISTRUT CONNECTED TO PREFABRICATED HARD POINTS. COORDINATE WITH BUILDING MANUFACTURER FOR EXTERIOR CONDUIT PENETRATIONS AND EXTERIOR EQUIPMENT MOUNTING. ELECTRICAL EQUIPMENT SCHEDULE (N) 40"Hx24"Wx26"D 7.5 KW (240V) L-828 REGULATOR, 3 STEP (TAXIWAY B LIGHTS AND SIGNS) (N) 40"x24"Wx26"D 10 KW (240V) L-828 REGULATOR, 3 STEP (RUNWAY LIGHTS AND SIGNS) (N) 40"Hx24"Wx26"D 10 KW (240V) L-828 REGULATOR, 3 STEP (SPARE) (N) L-841 RELAY CABINET (N) PATCH PANEL (E) PAPI & REIL BOOST TRANSFORMER 16 . 0 0 ' 16.00' 24 " VAULT BUILDING EQUIPMENT LAYOUT PLAN 1 SECTION A-A TY P . F O R EA . P A I R OF C A B L E S (N)#4/0 B.C. GROUND RING 1. 5 " 2" CIRCUIT LABEL (TYP.) (PER SPECS) TAG EACH CCR CABLE PAIR W/ THE REGULATOR NUMBER AS WELL AS THE CIRCUIT NAME. L-823 CONNECTOR (TYP.) MALE FITTING ON FIELD SIDE (N) L-824 CABLES IN NEW CONDUIT. (TYP 2 CABLES PER CKT) (N) 6"x6" WIREWAY NEW CABLES FROM REGULATOR. FEMALE CONNECTOR ON REGULATOR SIDE. (N) NEMA 1 SHEET METAL CABINET WITH HINGED LOCKABLE DOORS AND 3/4" AC PLYWOOD BACKBOARD. SECURE TO UNISTRUT PER MANUFACTURE RECOMMENDATIONS. (N) 1-1/2" WIDE WOOD CLAMP STRIPS. SECURE TO BACKBOARD W/ 3/8" DIA BOLTS & WING NUTS APPROX. 8" O.C. SEE DETAIL 2 ON THIS SHEET. (N) FIELD CIRCUIT GROUND (#6 BC) GROUND LUG CONNECTION FOR MEGGER GROUND CLAMP W/ 1" RED NAME PLATE. (N)#6 B.C. BOND (N)EXOTHERMIC WELD CABINET BACK 3/4" AC PLYWOOD BACKBOARD 1/2" DIA HOLE W/ CHAMFERED EDGES BOTH SIDES L-824 CABLE (TYP 2 PER CIRCUIT) (2) 1-1/2" x 1-1/2" STRIPS OF OAK OR BAKELITE PLASTIC. THE OUTER STRIP CONSISTS OF A SERIES OF 10.5" LONG PIECES, INDIVIDUALLY REMOVABLE. 5/16" BOLT W/ COUNTERSUNK NUT ON BASE STRIP & WING NUT ON REMOVABLE STRIP. SECURE TO PLYWOOD BACKBOARD W/ T-NUT. (7" O.C.) PATCH PANEL DETAIL PATCH PANEL MOUNTING STRIP DETAIL 24 " 24 " 12 " 12 " 4/11/25 AIRCRAFT PARKING AIRCRAFT PARKING AIR C R A F T P A R K I N G AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E MP H 15 MP H 15 MP H 15 MP H 15 MP H 15 MP H15 M P H 1 5 R © 2025 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY:RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS - PHASE Pl o t t e d B y : To b i n , J i l l i a n S h e e t S e t : RN T _ T A X I W A Y A R E H A B L a y o u t : TA X I W A Y A C I R C U I T M A P Ap r i l 1 1 , 2 0 2 5 0 1 : 0 0 : 3 2 p m \\ s e a f p 0 1 \ m p _ s e a \ S E A _ P u b l i c S e c t o r \ 0 9 0 1 1 9 0 0 0 . 3 - R e n t o n A i r p o r t - T a x i w a y A \ 0 8 C A D D \ P l a n S h e e t s \ P h a s e 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 LU A 2 4 - 0 0 0 2 0 8 C2 4 0 0 3 6 8 1 ------------ APRIL 2025 35022.008.02 1" = 200' JDB DKP JPT TAXIWAY A CIRCUIT MAP E5.1 112 OF 112 N 0 SCALE 1" = 200 400 200 '110 * SLACK CABLE PER SPECS QUANTITY ITEM DESC.FT./ITEM * x = TOTAL LENGTH 11 10 ' ' 12,045 ' '1,300ITEM TOTAL LENGTH = PLAN CIRCUIT LENGTH+ = 13,345 SIGNS '320x=10 HANDHOLES = =87087L-861T/L-852T x ' NOTE: AIRFIELD CABLE SHALL BE #8 AWG L-824 TYPE C CABLE ESTIMATED AIRFIELD CABLE INSTALLED IN THIS PROJECT 2*16 ' 10 ' CONTRACTOR SHOULD ACCOUNT FOR ADDITIONAL L-824 5KV AIRFIELD CABLING TO REPAIR/RE-ESTABLISH THE RUNWAY CIRCUIT IF SCHEDULE F IS AWARDED. 1 SPLICE TO EXISTING TAXIWAY CIRCUIT AT BASE CAN 4/11/25