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HomeMy WebLinkAboutEx_05_Erosion_Control_and_Drainage_PlansM P H 15 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 3 0 2 8 31 31 2 9 2 7 26 29 29 (TYP.)1 2 PAVEMENT LIMITS, TYP. 2 2 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:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 5 : 3 3 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - E R O S I O N C O N T R O L . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 LIC PROF 1 WASHINGTON LICENSE NUMBER LIC PROF 1 # ____ ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH EROSION CONTROL PLAN 1 OF 5 C5.1 83 OF 146 MA T C H L I N E S T A . 1 1 + 5 0 S E E S H E E T C5 . 2 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND N 0 SCALE 1" = 40 80 40 EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62 SEEDING (SEE CIVIL SERIES) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 25 25 25 24 24 25 25 2627 28 (TYP.)1(TYP.)2 PAVEMENT LIMITS, TYP. CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 2 22 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:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 5 : 3 5 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - E R O S I O N C O N T R O L . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 LIC PROF 1 WASHINGTON LICENSE NUMBER LIC PROF 1 # ____ ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH EROSION CONTROL PLAN 2 OF 5 C5.2 84 OF 146 MA T C H L I N E S T A . 1 1 + 5 0 S E E S H E E T C5 . 1 MA T C H L I N E S T A . 2 3 + 5 0 S E E S H E E T C5 . 3 N 0 SCALE 1" = 40 80 40 EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E MP H15 MP H 15 RUNWAY 16-34 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A 25 25 25 25 25 25 23 23 26 (TYP.)2 (TYP.)1 PAVEMENT LIMITS, TYP. 2 2 2 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:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 5 : 4 2 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - E R O S I O N C O N T R O L . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 LIC PROF 1 WASHINGTON LICENSE NUMBER LIC PROF 1 # ____ ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH EROSION CONTROL PLAN 3 OF 5 C5.3 85 OF 146 MA T C H L I N E S T A . 2 3 + 5 0 S E E S H E E T C5 . 2 MA T C H L I N E S T A . 3 5 + 5 0 S E E S H E E T C6 . 4 N 0 SCALE 1" = 40 80 40 EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 25 20 23 24 24 24 22 21 23 23 24 24 24 (TYP.)1 (TYP.)2 PAVEMENT LIMITS, TYP. 2 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:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 . 4 Ma y 3 1 , 2 0 2 4 0 9 : 5 5 : 4 5 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - E R O S I O N C O N T R O L . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 LIC PROF 1 WASHINGTON LICENSE NUMBER LIC PROF 1 # ____ ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH EROSION CONTROL PLAN 4 OF 5 C5.4 86 OF 146 MA T C H L I N E S T A . 3 5 + 5 0 S E E S H E E T C5 . 3 MA T C H L I N E S T A . 4 7 + 5 0 S E E S H E E T C5 . 5 N 0 SCALE 1" = 40 80 40 EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H15 TAXIWAY A RUNWAY 16-34 20 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 (TYP.)1 PAVEMENT LIMITS, TYP. PAVEMENT LIMITS, TYP. (TYP.)3 2 2 2 2 LAKE WASHINGTON EROSION CONTROL BLANKET, ROLL UP ONTO CONC. BARRICADE SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 . 5 Ma y 3 1 , 2 0 2 4 0 9 : 5 5 : 5 0 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - E R O S I O N C O N T R O L . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 LIC PROF 1 WASHINGTON LICENSE NUMBER LIC PROF 1 # ____ ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH EROSION CONTROL PLAN 5 OF 5 C5.5 87 OF 146 MA T C H L I N E S T A . 4 7 + 5 0 S E E S H E E T C5 . 4 N 0 SCALE 1" = 40 80 40 EROSION CONTROL NOTES INSTALL STORM DRAIN CATCH BASIN INSERT PER DETAIL 1, SHEET C5.61 INSTALL INTERCEPTOR DIKE PER DETAIL 2, SHEET C5.62 INSTALL SILT FENCE PER DETAIL 3, SHEET C5.63 EXISTING STORM PIPE RUNWAY SAFETY AREA RUNWAY OBJECT FREE ZONE TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA INTERCEPTOR DIKE PROPOSED CATCH BASIN INSERT EXISTING STORM INLET RSA ROFZ TOFA TSA SD LEGEND SEEDING (SEE CIVIL SERIES) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 0 0 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH EROSION CONTROL DETAILS 1 C5.6 88 OF 146 1 CATCH BASIN INSERT 2 INTERCEPTOR DIKE 4 SILT FENCE WORK AREA BETWEEN BERMS 2' MIN.18" MIN. 2 MAX. 12 MAX. 1 DIKE MATERIAL COMPACTED 90% MODIFIED PROCTOR GRADING LIMIT GRADING LIMIT SLOPES VARY 3 EROSION CONTROL BLANKET Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM DRAINAGE GENERAL NOTES C6.0 89 OF 146 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TOCORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER,SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.NOT USED. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220.10, AND 20. 13.NOT USED. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS AS SHOWN ON THE PLANS. STRUCTURES SHALL HAVE ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN ON THE AIRPORT. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC AIRFIELD AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.NOT USED. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMSSHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.NOT USED. 18.ROCK FOR EROSION PROTECTION OF DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·4 - 8 INCH ROCK / 40 - 70% PASSING; ·2 - 4 INCH ROCK / 30 - 40% PASSING; AND ·LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.NOT USED. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT T AT THE POINT OF CONNECTION OF A STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE AIRCARFT MOVEMENT AREA THAT MAY INTERRUPT NORMAL AIRCRAFT AND VEHICLE FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.NOT USED. 28.NOT USED. 29.NOT USED. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31.NOT USED. SURFACE WATER PLAN NOTES SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 1 5 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 0 - D R A I N A G E S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA M P H 15 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 50 LF 12" RCP 123 LF 12" RCP 300 LF 12" RCP228 LF 12" RCP 18 LF 12" RCP CB1 CB TYPE 1 STA: 2+64.57, 89.85' LT RIM: 29.75 INV OUT: 26.97 N CB2 CB TYPE 1 STA: 4+21.86, 103.59' RT RIM: 29.12 INV IN: 26.40 S INV OUT: 26.40 N CB5 CB TYPE 1 STA: 9+68.38, 53.89' RT RIM: 27.13 INV IN: 24.52 E INV OUT: 24.52 N SD SD SD SD SD SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 2 4 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 0 - D R A I N A G E S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB STORM DRAINAGE IMPROVEMENTS PLAN 1 OF 5 C6.1 90 OF 146 MA T C H L I N E S T A . 1 1 + 5 0 S E E S H E E T C6 . 2 STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID 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 SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 INSTALL 147 LF NEW 12" SD PIPE 139 LF 8" RCP 216 LF 12" RCP 124 LF 12" RCP PROTECT IN PLACE 115 LF 32 LF 80 LF 8" RCP CB9 CB TYPE 1 STA: 18+58.88, 199.27' RT RIM: 25.06 INV OUT: 22.20 W INV OUT: 22.20 S CB13B CB TYPE 1 STA: 22+40, 97.24' LT RIM: 24.96 INV OUT: 21.77 N INV OUT: 21.97 S CB11 CB TYPE 1 STA: 20+80, 97.00' LT RIM: 24.78 INV OUT: 22.57 N CB7 CB TYPE 1 STA: 18+57.63, 52.69' RT RIM: 24.06 INV IN: 21.47 S INV IN: 21.47 E INV OUT: 23.56 N CB8 CB TYPE 1 STA: 18+59.13, 84.30' RT RIM: 23.70 INV IN: 21.63 E INV OUT: 21.63 W SD SD SD SD CB13A CB TYPE 1 STA: 22+00, 97.24' LT RIM: 24.94 INV IN: 21.77 N INV IN: 21.97 S CB12 CB TYPE 1 STA: 21+60, 97.00' LT RIM: 24.85 INV IN: 22.17 S INV OUT: 22.17 N 42 LF 8" RCP 38 LF 8" RCP 18 LF 12" RCP SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 2 7 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 0 - D R A I N A G E S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB STORM DRAINAGE IMPROVEMENTS PLAN 2 OF 5 C6.2 91 OF 146 MA T C H L I N E S T A . 1 1 + 5 0 S E E S H E E T C6 . 1 MA T C H L I N E S T A . 2 3 + 5 0 S E E S H E E T C6 . 3 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 CONNECT TO EXISTING STRUCTURE SDSD LEGEND 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 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AH E A D LA N E ON E MP H15 MP H 15 RUNWAY 16-34 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A 113 LF 12" RCP 215 LF 8" RCP 76 LF 12" RCP 115 LF 12" RCP 183 LF 12" RCP 115 LF 12" RCP 62 LF 12" RCP 74 LF 12" RCP CB14 CB STA: 24+51.05, 59.08' LT RIM: 25.83 INV IN: 20.58 E INV IN: 20.70 S CB20 CB TYPE 2 STA: 30+72.75, 60.00' LT RIM: 25.15 INV IN: 18.96 E INV IN: 18.98 N CB21 CB TYPE 1 STA: 32+60.08, 60.00' LT RIM: 24.68 INV OUT: 19.93 S CB15 CB TYPE 1 STA: 23+61.15, 72.43' RT RIM: 23.43 INV OUT: 21.49 N CB20A CB TYPE 1 STA: 30+26.83, 49.77' RT RIM: 23.19 INV IN: 19.36 E INV OUT: 19.36 W CB19A CB TYPE 1 STA: 31+00.28, 114.50' RT RIM: 22.45 INV OUT: 19.98 S CB19 CB TYPE 1 STA: 30+26.29, 114.51' RT RIM: 22.36 INV IN: 19.68 N INV OUT: 19.68 W CB16 CB TYPE 1 STA: 27+44.07, 96.43' RT RIM: 22.19 INV OUT: 20.21 W SD SD SDSD CB17 CB TYPE 1 STA: 27+44.69, 49.32' RT RIM: 0.67 INV OUT: 19.84 W CB18 CB TYPE 1 STA: 27+77.24, 58.47' LT RIM: 25.21 INV IN: 19.41 E 48 LF 12" RCP 114 LF 12" RCP SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 3 2 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 0 - D R A I N A G E S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB STORM DRAINAGE IMPROVEMENTS PLAN 3 OF 5 C6.3 92 OF 146 MA T C H L I N E S T A . 2 3 + 5 0 S E E S H E E T C6 . 2 MA T C H L I N E S T A . 3 5 + 5 0 S E E S H E E T C6 . 4 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 CONNECT TO EXISTING STRUCTURE INSTALL NEW STORM DRAINAGE PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN INSTALL NEW STORM DRAIN PIPE AND CONNECT TO EXISTING STORM DRAIN PIPE WHERE EXISTING CATCH BASIN HAS BEEN REMOVED ADJUST STRUCTURE TO GRADE REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 166 LF 12" RCP 176 LF 12" RCP 189 LF 12" RCP CB23 CB TYPE 2 STA: 36+77.72, 60.00' LT RIM: 24.55 INV IN: 16.79 E INV IN: 16.96 NE INV OUT: 17.00 W CB26 CB STA: 43+25.62, 99.21' RT RIM: 24.40 INV OUT: 20.50 W CB22 CB TYPE 1 STA: 38+02.53, 86.60' RT RIM: 22.01 INV OUT: 18.00 SW SD SD S D S D S D SD SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 3 8 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 0 - D R A I N A G E S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB STORM DRAINAGE IMPROVEMENTS PLAN 4 OF 5 C6.4 93 OF 146 MA T C H L I N E S T A . 3 5 + 5 0 S E E S H E E T C6 . 3 MA T C H L I N E S T A . 4 7 + 5 0 S E E S H E E T C6 . 5 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 CONNECT TO EXISTING STRUCTURE INSTALL NEW STORM DRAINAGE PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN INSTALL NEW STORM DRAIN PIPE AND CONNECT TO EXISTING STORM DRAIN PIPE WHERE EXISTING CATCH BASIN HAS BEEN REMOVED ADJUST STRUCTURE TO GRADE REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H15 TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 TA X I W A Y A 1 150 LF 12" RCP 63 LF 12" RCP 68 LF 12" RCP 113 LF 12" RCP 150 LF 12" RCP 99 LF 12" RCP 34 LF 12" RCP CB28A CB TYPE 1 STA: 48+76.30, 100.24' RT RIM: 20.59 INV IN: 15.25 S INV OUT: 15.25 W CB36 CB TYPE 2 STA: 51+91.27, 60.00' LT RIM: 23.29 INV IN: 16.59 E CB27 CB TYPE 2 STA: 48+75.97, 60.00' LT RIM: 22.38 INV IN: 14.76 E CB35 CB TYPE 1 STA: 54+52.76, 104.92' RT RIM: 21.73 INV IN: 18.57 NW INV OUT: 18.24 S CB30 CB TYPE 1 STA: 51+91.56, 100.64' RT RIM: 21.26 INV IN: 17.49 N INV OUT: 17.49 S INV OUT: 17.39 W CB29 CB TYPE 1 STA: 50+33.48, 133.78' RT RIM: 20.77 INV OUT: 18.15 NW CB31 CB TYPE 1 STA: 52+58.28, 120.31' RT RIM: 20.29 INV IN: 17.77 N INV IN: 18.30 W INV OUT: 17.77 S CB28B CB TYPE 1 STA: 48+36.20, 100.44' RT RIM: 20.05 INV OUT: 15.42 N SD SD SD SD SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 4 4 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 0 - D R A I N A G E S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB STORM DRAINAGE IMPROVEMENTS PLAN 5 OF 5 C6.5 94 OF 146 MA T C H L I N E S T A . 4 7 + 5 0 S E E S H E E T C6 . 3 REMOVE EXISTING STORM PIPE REMOVE EXISTING CATCH BASIN INSTALL NEW CATCH BASIN REPLACE EXISTING CATCH BASIN GRATE WITH SOLID LOCKING AIRCRAFT-RATED LID STORM DRAINAGE NOTES N 0 SCALE 1" = 40 80 40 CONNECT TO EXISTING STRUCTURE INSTALL NEW STORM DRAINAGE PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN INSTALL NEW STORM DRAIN PIPE AND CONNECT TO EXISTING STORM DRAIN PIPE WHERE EXISTING CATCH BASIN HAS BEEN REMOVED ADJUST STRUCTURE TO GRADE REMOVE AND REPLACE EXISTING STORM PIPE REMOVE AND REPLACE EXISTING CATCH BASIN SDSD LEGEND EXISTING STORM PIPE EXISTING STORM INLET PROPOSED STORM PIPE PROPOSED STORM INLET Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 10 ' ' W 10 ' ' W 10 ' ' W P R D M P H 15 CB1 CB TYPE 1 STA: 2+64.57, 89.85' LT RIM: 29.75 INV OUT: 26.97 N CB2 CB TYPE 1 STA: 4+21.86, 103.59' RT RIM: 29.12 INV IN: 26.40 S INV OUT: 26.40 N CB5 CB TYPE 1 STA: 9+68.38, 53.89' RT RIM: 27.13 INV IN: 24.52 E INV OUT: 24.52 N TAXIWAY A RUNWAY 16-34 TA X I W A Y A 7 200 LF 18 L F 127 LF 128 LF 73 LF 152 LF 60 LF 160 LF 213 LF 43 LF 28 L F SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 6 : 5 6 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 6 - U N D E R D R A I N S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB UNDERDRAIN PLAN 1 OF 5 C6.6 95 OF 146 MA T C H L I N E , S E E S H E E T C6 . 7 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SDINSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22) INSTALL CLEANOUT (SEE DETAIL SHEET C6.22)N 0 SCALE 1" = 40 80 40 UNDERDRAIN NOTES LEGEND CONNECT TO CATCH BASIN PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.22) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 10 ' ' W P R D 10''W PRD 8''W 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 P R D 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W AH E A D LA N E ON E AH E A D LA N E ON E AH E A D LA N E ON E CB9 CB TYPE 1 STA: 18+58.88, 199.27' RT RIM: 25.06 INV OUT: 22.20 W INV OUT: 22.20 S CB13B CB TYPE 1 STA: 22+40, 97.24' LT RIM: 24.96 INV OUT: 21.77 N INV OUT: 21.97 S CB11 CB TYPE 1 STA: 20+80, 97.00' LT RIM: 24.78 INV OUT: 22.57 N CB7 CB TYPE 1 STA: 18+57.63, 52.69' RT RIM: 24.06 INV IN: 21.47 S INV IN: 21.47 E INV OUT: 23.56 N CB8 CB TYPE 1 STA: 18+59.13, 84.30' RT RIM: 23.70 INV IN: 21.63 E INV OUT: 21.63 W CB15 CB TYPE 1 STA: 23+61.15 RIM: 23.43 INV OUT: 21.49 CB13A CB TYPE 1 STA: 22+00, 97.24' LT RIM: 24.94 INV IN: 21.77 N INV IN: 21.97 S CB12 CB TYPE 1 STA: 21+60, 97.00' LT RIM: 24.85 INV IN: 22.17 S INV OUT: 22.17 N TAXIWAY A TA X I W A Y A 6 RUNWAY 16-34 140 LF 176 LF 60 LF 178 LF AH E A D LA N E ON E AH E A D LA N E ON E CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 1 25 L F 37 L F 200 LF 200 LF 36 LF 148 LF 82 LF 154 LF 128 LF 27 L F SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 7 : 0 3 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 6 - U N D E R D R A I N S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB UNDERDRAIN PLAN 2 OF 5 C6.7 96 OF 146 MA T C H L I N E , S E E S H E E T C6 . 6 MA T C H L I N E , S E E S H E E T C6 . 8 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22) INSTALL CLEANOUT (SEE DETAIL SHEET C6.22) CONNECT TO CATCH BASIN INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.22) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 12 ' ' W 12 ' ' W 12 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 16 ' ' W 8''W8''W 8''W 8''W 8''W8''W 8''W8''W 8''W8''W 8''W 8''W AH E A D LA N E ON E MP H15 MP H 15 CB14 CB STA: 24+51.05, 59.08' LT RIM: 25.83 INV IN: 20.58 E INV IN: 20.70 S CB20 CB TYPE 2 STA: 30+72.75, 60.00' LT RIM: 25.15 INV IN: 18.96 E INV IN: 18.98 N CB21 CB TYPE 1 STA: 32+60.08, 60.00' LT RIM: 24.68 INV OUT: 19.93 S CB15 CB TYPE 1 STA: 23+61.15, 72.43' RT RIM: 23.43 INV OUT: 21.49 N CB20A CB TYPE 1 STA: 30+26.83, 49.77' RT RIM: 23.19 INV IN: 19.36 E INV OUT: 19.36 W CB19A CB TYPE 1 STA: 31+00.28, 114.50' RT RIM: 22.45 INV OUT: 19.98 S CB19 CB TYPE 1 STA: 30+26.29, 114.51' RT RIM: 22.36 INV IN: 19.68 N INV OUT: 19.68 W CB16 CB TYPE 1 STA: 27+44.07, 96.43' RT RIM: 22.19 INV OUT: 20.21 W CB17 CB TYPE 1 STA: 27+44.69, 49.32' RT RIM: 0.67 INV OUT: 19.84 W CB18 CB TYPE 1 STA: 27+77.24, 58.47' LT RIM: 25.21 INV IN: 19.41 E RUNWAY 16-34 TA X I W A Y A 4 TAX I W A Y A 5 TAXIWAY A 139 LF139 LF148 LF148 LF 157 LF 120 LF 192 LF120 LF AH E A D LA N E ON E MP H 15 MP H 15 35 L F 34 L F 68 LF 125 LF 48 LF SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 7 : 0 6 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 6 - U N D E R D R A I N S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB UNDERDRAIN PLAN 3 OF 5 C6.8 97 OF 146 MA T C H L I N E , S E E S H E E T C6 . 7 MA T C H L I N E , S E E S H E E T C6 . 9 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22) INSTALL CLEANOUT (SEE DETAIL SHEET C6.22) CONNECT TO CATCH BASIN INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.22) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W MP H 15 MP H 15 MP H 15 CB23 CB TYPE 2 STA: 36+77.72, 60.00' LT RIM: 24.55 INV IN: 16.79 E INV IN: 16.96 NE INV OUT: 17.00 W CB26 CB STA: 43+25.62, 99.21' RT RIM: 24.40 INV OUT: 20.50 W CB22 CB TYPE 1 STA: 38+02.53, 86.60' RT RIM: 22.01 INV OUT: 18.00 SW TAXIWAY A RUNWAY 16-34 T A X I W A Y A 3 200 LF148 LF148 LF253 LF 200 LF 197 LF 252 LF MP H 15 MP H 15 MP H 15 72 L F 22 L F 200 LF SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 7 : 1 1 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 6 - U N D E R D R A I N S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB UNDERDRAIN PLAN 4 OF 5 C6.9 98 OF 146 MA T C H L I N E , S E E S H E E T C6 . 8 MA T C H L I N E , S E E S H E E T C6 . 1 0 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22) INSTALL CLEANOUT (SEE DETAIL SHEET C6.22) CONNECT TO CATCH BASIN INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.22) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA MP H 15 MP H 15 CB28A CB TYPE 1 STA: 48+76.30, 100.24' RT RIM: 20.59 INV IN: 15.25 S INV OUT: 15.25 W CB36 CB TYPE 2 STA: 51+91.27, 60.00' LT RIM: 23.29 INV IN: 16.59 E CB27 CB TYPE 2 STA: 48+75.97, 60.00' LT RIM: 22.38 INV IN: 14.76 E CB35 CB TYPE 1 STA: 54+52.76, 104.92' RT RIM: 21.73 INV IN: 18.57 NW INV OUT: 18.24 S CB30 CB TYPE 1 STA: 51+91.56, 100.64' RT RIM: 21.26 INV IN: 17.49 N INV OUT: 17.49 S INV OUT: 17.39 W CB29 CB TYPE 1 STA: 50+33.48, 133.78' RT RIM: 20.77 INV OUT: 18.15 NW CB31 CB TYPE 1 STA: 52+58.28, 120.31' RT RIM: 20.29 INV IN: 17.77 N INV IN: 18.30 W INV OUT: 17.77 S CB28B CB TYPE 1 STA: 48+36.20, 100.44' RT RIM: 20.05 INV OUT: 15.42 N TA X I W A Y A 2 TAXIWAY A RUNWAY 16-34 127 LF 136 LF38 LF 66 LF 44 LF 140 LF 76 LF 222 LF 125 LF MP H 15 MP H 15 59 L F 32 LF 64 LF 37 LF 95 LF SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN MBX KEYPLAN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 7 : 1 6 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 6 - U N D E R D R A I N S E R I E S . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 # # # # # #------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB UNDERDRAIN PLAN 5 OF 5 C6.10 99 OF 146 MA T C H L I N E , S E E S H E E T C6 . 9 N 0 SCALE 1" = 40 80 40 EXISTING STORM PIPE EXISTING STORM INLET PROPOSED UNDERDRAIN PERFORATED PIPE PROPOSED STORM INLET (SEE DRAINAGE SHEETS) PROPOSED CLEANOUT SD UNDERDRAIN NOTES LEGEND PROPOSED UNDERDRAIN OUTFALL PIPE INSTALL 8" UNDERDRAIN (SEE DETAIL SHEET C6.22) INSTALL CLEANOUT (SEE DETAIL SHEET C6.22) CONNECT TO CATCH BASIN INSTALL UNDERDRAIN OUTFALL CONNECTION PIPE (SEE DETAIL SHEET C6.22) Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TAX I W A Y A 7 TAX I W A Y A 7 STORM CB1 TO CB3 227 LF 12" RCP @ 0.25% 299 LF 12" RCP @ 0.25% PROPOSED 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:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 7 : 3 8 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 1 OF 10 C6.11 100 OF 146 N 0 SCALE 1" = 40 80 40' MBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA AT C T C L E A R A N C E R E Q U I R E D STORM CB4 TO 320 50 LF 12" RCP @ 1.07% 123 LF 12" RCP @ 1 . 0 7 % 18 LF 12" RCP @ 0.36% EXISTING GRADE STORM 365 TO CB6 122 LF 12" RCP @ 0.34% 18 LF 12" RCP @ 0.36% PROPOSED GRADE EXISTING GRADE ATCT CLEARANCE REQUIRED ATCT CLEARANCE REQUIRED SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 7 : 5 3 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 2 OF 10 C6.12 101 OF 146 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA TA X I W A Y A 6 STORM 361 TO CB6B 139 LF 12" RCP @ 0.45% PROPOSED GRADE EXISTING GRADE STORM CB6C TO 270 216 LF 12" RCP @ 0.13% PROPOSED GRADE EXISTING GRADE AHEADLANEONE AHEADLANEONE SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 8 : 1 4 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 3 OF 10 C6.13 102 OF 146 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA STORM CB7 TO CB9 32 LF 12" RCP @ 0.50% 115 LF 12" RCP @ 0.50% 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:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 8 : 2 7 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 4 OF 10 C6.14 103 OF 146 N 0 SCALE 1" = 30 60 30' MBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA STORM CB14 TO 288 110 LF 12" RCP @ 0.39% EXISTING GRADE PROPOSED GRADE STORM CB11 TO CB14 80 LF 12" RCP @ 0.50% 40 LF 12" RCP @ 0.50% 214 LF 12" RCP @ 0.50% PROPOSED GRADEEXISTING GRADE 40 LF 12" RCP @ 0.50% T A X I W A Y A 5 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 CONSTRUCTION PHASE 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:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 8 : 4 4 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 5 OF 10 C6.15 104 OF 146 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA STORM CB17 TO CB15 113 LF 12" RCP @ 0.38% 47 LF 12" RCP @ 0.68% PROPOSED GRADE EXISTING GRADE STORM CB19 TO CB19A 74 LF 12" RCP @ 0.40% PROPOSED GRADE EXISTING GRADE AHEADLANEONE AHEADLANEONE TA X I W A Y A TAXIWAY A SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 9 : 0 4 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 6 OF 10 C6.16 105 OF 146 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA STORM CB20 TO CB19 65 LF 12" RCP @ 0.50% 119 LF 12" RCP @ 0.34% PROPOSED GRADE EXISTING GRADE STORM CB20 TO CB21 187 LF 12" RCP @ 0.51% PROPOSED GRADE EXISTING GRADE TA X I W A Y A TAXIWAY A SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 0 9 : 5 9 : 2 1 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 7 OF 10 C6.17 106 OF 146 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA STORM CB23 TO 378 111 LF 1 2 " R C P @ 3 . 1 0 % PROPOSED GRADE EXISTING GRADE STORM CB23 TO CB22 193 LF 12" RCP @ 0.54% PROPOSED GRADE EXISTING GRADE AT C T C L E A R A N C E R E Q U I R E D TAX I W A Y A 3 TA X I W A Y A ATCT C L E A R A N C E R E Q U I R E D TAXIWAY A3 TAX I W A Y A SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 8 Ma y 3 1 , 2 0 2 4 0 9 : 5 9 : 3 8 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 8 OF 10 C6.18 107 OF 146 N 0 SCALE 1" = 30 60 30' N 0 SCALE 1" = 30 60 30' MBXMBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA STORM CB29 TO CB35 100 LF 12" RCP @ 0.40% 64 LF 12" RCP @ 0.40%70 LF 12" RCP @ 0.40% 118 LF 12" RCP @ 0.40% PROPOSED GRADE EXISTING GRADE TAXIWAY A TAXIWAY A SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 9 Ma y 3 1 , 2 0 2 4 0 9 : 5 9 : 4 7 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 9 OF 10 C6.19 108 OF 146 N 0 SCALE 1" = 30 60 30' MBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA STORM CB36 TO CB30 161 LF 12" RCP @ 0.50% PROPOSED GRADE EXISTING GRADE TA X I W A Y A TA X I W A Y A SCALES ACCORDINGLY. THIS SHEET, ADJUST 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: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 0 Ma y 3 1 , 2 0 2 4 0 9 : 5 9 : 5 5 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 6 . 1 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 © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM PLAN & PROFILE 10 OF 10 C6.20 109 OF 146 N 0 SCALE 1" = 30 60 30' MBX Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 Ma y 3 1 , 2 0 2 4 1 0 : 0 0 : 0 5 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - S T O R M - D T L S - 0 9 0 1 1 9 0 0 0 . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' MS AWB AWB STORM DETAILS 1 OF 2 C6.21 110 OF 146 Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA SCALES ACCORDINGLY. THIS SHEET, ADJUST IF NOT ONE INCH ON 0" 1" ORIGINAL DRAWING. BAR IS ONE INCH ON VERIFY SCALES APPRBYNO.DATE REVISIONS SHEET NO. DRAWING NO. DATE:PROJECT NO:SCALE: CHECKED BY: DRAWN BY: DESIGNED BY: PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N R 90% DESIGN RENTON MUNICIPAL AIRPORT TAXIWAY A RECONSTRUCTION/REHABILITATION AND ASSOCIATED IMPROVEMENTS Pl o t t e d B y : Bo g h , A d a m 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 - 4 Ma y 3 1 , 2 0 2 4 1 0 : 0 0 : 1 0 a m K: \ s e a _ c i v i l \ s e a _ p u b l i c \ 0 9 0 1 1 9 0 0 0 . 3 - r e n t o n a i r p o r t - t a x i w a y a \ 0 8 C A D D \ p l a n s h e e t s \ C 5 . 0 - S T O R M - D T L S - 0 9 0 1 1 9 0 0 0 . d w g © 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVENUE, SUITE 2800, SEATTLE, WA 98101 ------------ MAY 2024 35022.008.02 1" = 40' DSW CEF CTH STORM DETAILS 2 OF 2 C6.22 111 OF 146 GENERAL NOTES: UNDERDRAIN PERFORATED UNDERDRAIN PIPE UNDERDRAIN BEDDING UNDERDRAIN CLEANOUT UNDERDRAIN STAMPED COVER 1 4 3 5 5 UNDERDRAIN OUTFALL CONNECTION2 EXISTING OR PROPOSED DRAINAGE INLET Docusign Envelope ID: E0F8843B-A22A-4BE7-8E8C-B885793CB9BA