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Home My WebLink AboutR-413706IF W �. GENERAL NOTES Io I I o \ 1. THE CONTRACTOR SHALL NOT UTILIZE THE BRIDGE OR AIRPORT ACCESS GATE WITHOUT PRIOR AUTHORIZATION FROM BOEING SECURITY AND UNDER SECURITY SUPERVISION. o _ 2. CONTRACTOR SHALL SECURE THE WORK AREA WITH FOD/SECURITY �� FENCE FOR THE DURATION OF CONSTRUCTION. SECURITY FENCING SHALL Tg e BE IN PLACE PRIOR TO REMOVAL OF EXISTING SECURITY FENCING TAXIWAY B- �. 3. THE CONTRACTOR SHALL NOT IMPACT STALL OPERATIONS AT ANY TIME 0 DURING CONSTRUCTION. IF STALL IMPACTS ARE REQUIRED THE .000 CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT MANAGER j - I I / A MINIMUM OF 1 WEEK PRIOR TO NEEDING TO IMPACT OPERATIONS OR PHASE 5 _ I _ _ _ _ _ _ _ _ - ACCESS THE STALL. m ON MORAN ON _ El- 0-0-0-0 _ ❑ ❑ _ _ 4. APRON D BRIDGE ACCESS SHALL BE MAINTAINED AT ALL TIMES. 7-7/ 'te 5. THE TOWPATH FOR APRON D SHALL BE MAINTAINED AT ALL TIMES. ❑- -❑-❑- ❑ MCP 219 STALL STALL STALL STALL - - -STaLC - - - - - ®- - - - - - -STAZL7 SCRiBF Z MAG SET ° STALL LD STALL A-2 A-3 A-4 A-5 A-6 A-7 PHASE 4 A-9 _43 A-10 6. BOEING VEHICLE AND EMPLOYEE ACCESS TO BE PROVIDED THROUGH I BLDG I BLDG BLDG I BLDG BLDG I BLDG + S THE SITE AT ALL TIMES. UNLESS SHOWN IN THESE DOCUMENTS THE - - I - 5-104 - ' CONTRACTOR SHALL PROVIDE ACCESS PLANS THROUGH THE + I+ 5-108 I 5 107 5 106 5 105 t 5 103 ° CONSTRUCTION PLANS AS REQUESTED BY THE BOEING PROJECT o I 0 4 p� ° g MANAGER. ° I i p' SS - I 'SSB 7. MAINTAIN ACCESS TO THE 05-43 BUILDING (RESTROOMS) AT ALL TIMES + 200 ° J ° DURING CONSTRUCTION. / --- -1 BLDG + ° . CP 217 CP 213 -- -- 5-440 8. FLAGGERS SHALL BE PROVIDED AT ALL CONSTRUCTION GATES AT ALL - - - _ Z MAG SET . - , �Z SET SCRIBE \ n - - - - - - - - f TIMES WHEN GATES ARE UNLOCKED. ALL CONSTRUCTION GATES SHALL rjr SSB CP 214 BLAST CP 207 CP 215 1 _ _ _ _ _ 0 S C.- 4 ° q� �20CCP 216 Z SET PKW • FENCE Z PKW SET Z SET PKW BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. PHASE 2 BLAST FENCE �Z MAG SET . BLAST FENCE �- - - - - - - - - o _1�_-0- g METAL TRACKED EQUIPMENT SHALL NOT BE USED ON ASPHALT Y PAVEMENTS ON THE AIRPORT ALL EQUIPMENT USED ON WITHIN THE •13 ° • a ° o 0 Izz -T, b E) pyFRHEAD C6T fm 0 r7_77 F _/i - cr LEGEND DEWATERING FACILITY - x - FOD/SECURITY FENCE - ❑ - LOW PROFILE FOD BARRIER -0- CONSTRUCTION FENCE CONSTRUCTION GATE WORK AREA CONTRACTOR STAGING AREA CONTRACTOR HAUL ROUTE *000+ BOEING VEHICLE ROUTE - - - - PROPERTY LEASE BOUNDARY - - - - - CONSTRUCTION PHASE AREAS DEWATERING PIPE RAMP DEWATERING DISCHARGE HOSE DEWATERING PIPE LINE CONTROL POINT FLAGGER BARRICADES SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A CI PROJECT - SITE DCN-01 - APRON A CI PROJECT - SITE DCN-02 - APRON A CI PROJECT - SITE DCN-03 CC " 200 BLDG Q° 5-50 s • SCO, 200 °p b 100' SSB I '� 5 S'�p SECURITY FENCING ON THE AIRPORT SHALL UTILIZE RUBBER TRACKS OR L TEMPORARY TIRES. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL ASPHALT cP 209---------PHASE 3 - ---- GUARD SHACKS - GATE 1 . CP 16420 OH`N PAVEMENT ON THE PROJECT SITE DAMAGED BY CONSTRUCTION a ! D-51 � o I, o ' BLDG Z PKW SET - Z FND PKW DHA-63 - ACTIVITIES OUTSIDE OF WORK SHOW IN THESE DOCUMENTS AS DIRECTED 5-51 �� ®-- - - -- may` . • CP 205 OHW AIRPORT GATE V-10 BY THE BOEING CONSTRUCTION MANAGER. _ 0 _ Z PKW DC cP 211 FLAGGER PROVIDED TO Z PKW SET- OHW MAINTAIN AIRPORT CONSTRUCTION PHASING NOTES TRAFFIC THROUGH BLDG GATE V-10 1. UNLESS OTHERWISE APPROVED BY THE BOEING PROJECT MANAGER THE - - H BLDG 5-43 �'°'�'' CONTRACTOR SHALL ONLY HAVE CONSTRUCTION ACTIVITIES, EQUIPMENT, OHWCP 206 5-36 MATERIAL OR PERSONNEL IN ONE PHASE AREA IDENTIFIED WITHIN THESE Z PKW DC oHW SANITARY SEWER DEWATERING PLANS AT ANY ONE TIME. � DISCHARGE LOCATION � - W ATERwAY 2. THE CONTRACTOR MAY BE REQUIRED TO OPEN UP A PORTION OR ALL VER Comm R� - OF ANY CONSTRUCTION PHASING AREA AT THE DIRECT OF THE BOEING CEDAR PROJECT MANAGER AS NEEDED TO MAINTAIN BOEING SITE OPERATIONS. 3. IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 2 AND PHASE 4 AND PHASE 5 COULD HAPPEN CONCURRENTLY. � � 3 °° 10 o g g 13 • 1 pCi w m -4 100SS ° I 100' IsseA O 1p0, SSB __ 100' SSB _ � \\ ` coy2p ' SS RENTON � \ 200 SB r. STADIUM ° 200' sss - Z '2 00' SSB Z00, sse IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATUM NOTE: 60 30 0 30 60 120 PLANS PREPARED USING NGVD 29 AS THE APRON A CONSTRUCTION PHASING & STAGING PLAN VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SCALE: 1:60 SCALE: 1 " = 60' BY APPROVED DATE SYM REVISION BY APPROVED DATE RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT TWN 09.27.16 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 =RTTWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 -1 SO not 11 to All. ► �■ ; ��.� ��: ■ ■■��\1 SIX MR ou 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 6. DEWATERING PIPELINES SHALL BE RIDGED WATER TIGHT GLUED OR FUSED PRESSURE RATED PVC OR HDPE PIPE. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC RATED VEHICULAR RAMPS AS NEEDED TO PROTECT DEWATERING PIPELINES. 8. DEWATERING DISCHARGE HOSES SHALL HAVE WATER TIGHT CORRECTIONS AND SHALL ONLY BE IN PLACE DURING ACTIVE DISCHARGE AND SHALL BE REMOVED AS NEEDED AND DIRECTED BY BOEING CONSTRUCTION MANAGER TO MAINTAIN AIRPLANE AND VEHICULAR TRAFFIC ACROSS THE BRIDGE AND MAINTAIN PEDESTRIAN ACCESS ALONG THE TRAIL. 9. CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 5 SHALL BE COORDINATED WITH BOEING CONSTRUCTION MANAGER TO MAINTAIN STALL AND PAINT HANGAR ACCESS AT ALL TIMES. 10. LOW PROFILE BARRICADES SHALL BE PLACED BETWEEN THE WORK AREAS WITHIN PHASES 4-5 AND TAXIWAY B OUTSIDE OF WORK HOURS. BARRICADES SHALL BE IN PLACE UNTIL PAVEMENT WITHIN THOSE WORK AREAS IS REOPENED FOR TRAFFIC AND ALL EQUIPMENT AND MATERIALS OR REMOVED OR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 R-413706 ""A ,�� ® s w WASkI .r�r 41 `zl �� G _ °� f4� 4 n `SSIONAL E� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. DO DATE 09.29.20 SUBTITLE CONSTRUCTION PHASING & STAGING PLAN CURRENT CHECKEDCKED T. NEU 09.29.20 SHEET ENGINEER T. NEU 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 NORTH BOEING FIELD CIVIL MASTER RENTON, WA APPROVED BY DEPT. DATE CHECKED D. 09.29.20 APPROVEDROVED APPROVED Dwc No. DOWL REVISION SYMBOL DATE W3689354 SEQI C4 05-APRON-A-C4 09.29.20 E NO. C3 O N N O J a-