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HomeMy WebLinkAboutR-4137090 w GENERAL NOTES 1. SEE BOEING EROSION CONTROL NOTES AND TESC NOTES ON SHEET Cl. 2. WORK AREAS INDICATED TO BE COVERED WITH STEEL PLATES SHALL BE CLEANED AND STEEL PLATES IN PLACE WHEN WORK IS NOT ONGOING. ALL STEEL PLATES SHALL BE NO SLIP AND SHALL BE PAINTED ORANGE. 3. LIMITS OF PAVEMENT REMOVAL ARE APPROXIMATE. LIMITS OF FINAL PAVEMENT REMOVAL SHALL BE REVIEWED BY THE BOEING CONSTRUCTION MANAGER PRIOR TO FINAL SAWCUTTING. 4. ALL PAVEMENT REMOVAL LIMITS SHALL BE FULL DEPTH SAWCUT TO PREVENT DAMAGE TO ADJACENT PAVEMENTS/FOUNDATION. 5. REFER TO PAVING PLANS FOR REMOVAL LIMITS. 6. PROPOSED DRAINAGE IS SHOWN FOR REFERENCE FOR TESC INSTALLATION. 7. SEE ELECTRICAL PLANS FOR THE REMOVALS/ RELOCATION OF EXISTING ELECTRICAL COMPONENTS. P100- \ 1 '�I boo GALVANIZATION N �77 I I I I I I I I I � I I I ONd 3dld dy7d.9 III111.1„�����III II 1NIOr N340 0.z1 - - wror N3d0 yn - _ _ \ I R\A (U) / RO (U ROFA (U) -� ROFA M ROFA (U) �- ROFA M � TOFA ROFA ( TOFA __----TO FA t7ROFA ( I \ A 1a TOFA TO THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZER OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. SYM REVISION BY APPROVED DATE SYM ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - 100' SSB 200' SSB G 0 o 0 REVISION BY APRON A Cl PROJECT - SITE DCN-06 RT RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT APRON A SITE STORMWATER IMPROVEMENTS-30% RT APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT In IIIIIIII I� n III I I I I I I III �,,,,►� � TAXIWAY I / \ R F U) - RnFA (Uft IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES: A r)M/"NkI A nnl 1 rnTl nAl C`\/C_rr_ki PROPERTY LEASE LINE [C:_-:> TYPE 2 CATCH BASIN AIRPORT PROPERTY LINE 100' SHORELINE SETBACK � 15" DURASLOT TRENCH DRAIN 200' SHORELINE SETBACK � 12" HDPE STORM DRAINAGE PIPE TYPE 1 /1 L CATCH BASIN ® MODULAR WETLAND STRUCTURE TYPE 2 CATCH BASIN � 18" HDPE STORM DRAINAGE PIPE DURASLOT TRENCH DRAIN STORM DRAINAGE VAULT STRUCTURES ©96" FLOW SPLITTER STORM DRAINAGE PIPE [Z:� TYPE 1 CATCH BASIN REPLACED CONCRETE PAVEMENT ®12" D.I. STORM DRAINAGE PIPE REPLACED CONCRETE PANEL GRADE BREAK � OIL -WATER SEPARATOR CATCH BASIN/DURASLOT FILTER 10 REMOVE EXISTING VALVE VAULT AND CONTROL POINT VALVES APPROVED DATE a TWN 09.27.16 TWN 10.28.16 ""A ,w" ® co TWN 01.17.18 TWN 07.14.20 1P�0 . TWN 09.29.20 NAL ... CONNECT TO EXISTING STRUCTURE FUEL CONTAINMENT VAULT STORM DRAIN CLEAN OUT CONNECT TO EXISTING PIPE 24" DI STORM DRAINAGE PIPE 18" DURASLOT TRENCH DRAIN PROVIDE CATCH BASIN FILTER PER CITY OF RENTON STD PLAN 216.30 AND SLOT DRAIN PROTECTION 2 3 10" DI STORM DRAINAGE PIPE C821-11 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR CHECKED oG SPECIFICATION IS APPROVED T. NEU y ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED D. MURATA APPROVED �;- I �- �I REMOVE EXISTING STALL- __\ - = A7 VALVE VAULT SYSTEM ROFA_i Il ��tOEA� \ - ROFA (U)� OFAL(u)- FA TOF 'I � _ 1 F IIHIGH FLOV AsPIPE 16420 FND PKW DHA- MMERCIA 0 40 20 0 20 40 80 SCALE: 1:40 APRON A PLAN SCALE: 1 " = 40' CONTROL POINT (CP) TABLE POINT DISCRIPTION NORTHING FASTING DESCRIPTION 204 181684.37 1299247.98 Z SCRIBE SET 205 181732.81 1299493.60 Z PKW DC 206 181358.63 1299557.54 Z PKW DC 207 181479.81 1299449.72 Z PKW SET 209 181406.82 1299484.22 Z PKW SET 210 181005.45 1299667.39 Z HM SET 211 181562.50 1299510.39 Z PKW SET 212 180996.51 1299512.17 Z PKW SET 213 181026.79 1299435.21 Z SET SCRIBE 214 181336.47 1299433.08 Z SET PKW 215 181528.67 1299421.51 Z SET PKW 216 181178.46 1299456.61 Z MAG SET 217 180985.90 1299456.85 Z MAG SET 219 181686.28 1299222.06 Z MAG SET 16420 181740.53 1299491.91 Z FND PKW DHA-63 R-413709 41L SUBTITLE 09.29.20 CIVIL SITE & TESC PLAN 09.29.20 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09.29.20 1 SITE 05-YD CIVIL MASTER KLY FL_HN SCALE: N.T.S. ��.ill■iTMILirsimmo PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. RENTON, WA I DWG No. 40'6DOWL REVISION SYMBOL W5184605 C81 05-APRON-A-C81 09.29.20 C6