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Home My WebLink AboutS-362502u C CIVIL No. Title Cl COVER SHEET C2 SHEET INDEX AND LEGEND NOT IN CRD SET ❑ CB NOT IN CRD SET C5 OVERALL SITE PLAN C6 SEWER PROFILE C7 LIFT STATION SITE PLAN C8 LIFT STATION PLAN AND SECTION C9 LIFT STATION MISC. DETAILS C10 MISCELLANEOUS DETAILS STRUCTURAL No. Title S01 CONTROL BUILDING PLAN SO2 CONTROL BUILDING DETAILS ELECTRICAL No. Title E01 ELECTRICAL LEGEND E02 ELECTRICAL ONELINE DIAGRAM AND SCHEDULES E03 ELECTRICAL SITE PLAN AND LAYOUT E04 MCC LAYOUT AND CONTROL DIAGRAM E05 TELEMETRY BLOCK DIAGRAM AND MISC CONTROL DETAILS E06 ELECTRICAL DETAILS 1 E07 ELECTRICAL DETAILS 2 E08 GENERATOR DETAILS St nte c 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING. 2. OBTAIN NOTICE TO PROCEED FROM CITY AND ALL REQUIRED PERMITS BEYOND THOSE PROVIDED BY CITY (SEE SPECIFICATIONS) PRIOR TO COMMENCING WORK. 3. COORDINATE WITH CITY / ENGINEER FOR CONSTRUCTION STAKING. STAKING TO BE PROVIDED BY CONTRACTOR. 4. INSTALL PERIMETER PROTECTION AND TEMPORARY EROSION AND SEDIMENT CONTROLS AND TEMPORARY STORMWATER AND/OR DEWATERING TREATMENT FACILITIES (BAKER TANKS, ETC.). 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS AND THESE PLANS AND SPECIFICATIONS THROUGHOUT THE PROJECT. 6. CLEAR AND GRUB SITE. 7. PROVIDE PLANS FOR SHORING AND DEWATERING STAMPED BY A PROFESSIONAL ENGINEER. AS AN OPTION, EXISTING WET WELL MAY RECEIVE UP TO APPROXIMATELY 100 GPM OF CLEAN DEWATERING DURING THE DRY SEASON AND 50 GPM DURING THE WET SEASON, SUBJECT TO CITY APPROVAL AND INTERRUPTION DURING STORM EVENTS. 8. INSTALL WET WELL, MANHOLE, AND VALVE VAULT AND BACKFILL EXCAVATIONS. 9. CONSTRUCT GRAVITY SEWERS AND FORCE MAINS. 10. GRADE SITE AND INSTALL UTILITIES. 11. CONSTRUCT CONTROL BUILDING. 12. CONSTRUCT BLOCK WALL. 13. INSTALL ELECTRICAL AND CONTROL SYSTEMS, GENERATOR SET, AND ALL RELATED LIFT STATION APPURTENANCES. 14. PERFORM TESTING AND START-UP FOR STATION. 15. OBTAIN CITY APPROVAL BEFORE TRANSFERRING SEWAGE TO NEW STATION. PERFORM BYPASS PUMPING TO EXISTING WET WELL DURING CONNECTION TO AND RECHANNELING EXISTING MH 5307065. ABANDON EXISTING AIRPORT LIFT STATION AND CONNECT TO GRAVITY SEWER. PLUG GRAVITY TO EXISTING STATION AND REDIRECT TO NEW STATION. 16. REMOVE TEMPORARY BYPASS SYSTEMS. 17. PERFORM SITE RESTORATION. 18. REMOVE TEMPORARY BMPS ONLY AFTER ALL DANGER OF EROSION HAS PASSED AND AFTER APPROVAL BY CITY. 19. PREPARE AND PROVIDE O & M MANUALS PER SPECIFICATIONS. 20. PROVIDE CONSTRUCTION RECORD DRAWINGS. NOTE: THIS IS A POSSIBLE SEQUENCE. FINAL SEQUENCE SHALL BE DEVELOPED BY CONTRACTOR AND SUBJECT TO REVIEW BY OWNER. 5-362501 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. < LEGEND Zo• EXISTING PROPOSED O SM CATCH BASIN (MH) SANITARY SEWER GRAVITY MAIN ❑ CB CATCH BASIN 04 SANITARY SEWER MANHOLE UP UTILITY POLE � LS 0 ------------- SANITARY SEWER FORCE MAIN am LIGHT STANDARD n- O GP GUY POLE n� FRENCH DRAIN ❑ UB UTILITY BOX OR VAULT x SECURITY FENCE T WV WATER VALVE m m PERMANENT SEWER EASEMENT MON MONUMENT ° WM WATER METER TEMPORARY SEWER EASEMENT FH FIRE HYDRANT — — —W WATER SERVICE LINE MB MAIL BOX P UNDERGROUND POWER LINE RS ROAD SIGN ❑ SG SIGN '' = - CONCRETE SURFACING CC�CD ROCKERY ASPHALT SURFACING l� SANITARY SEWER MANHOLE SANITARY SEWER GRAVITY MAIN LANDSCAPING — — — — — — — — — SANITARY SEWER FORCE MAIN o CLEAN OUT w WATER MAIN -----SD-- —SD— STORM DRAIN LINE 320 PROPOSED CONTOUR CONCRETE CULVERT r UNDERGROUND TELECOM LINE P UNDERGROUND POWER LINE EDGE OF ASPHALT CONC. PAVEMENT (ACP) FLOWLINE - - ROAD CENTERLINE RIGHT OF WAY NORMAL CONTOUR ELEVATION INDEX CONTOUR ELEVATION CONIFER TREE DECIDUOUS TREE 5-362501 THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED HEREIN AS A RESULT. < Zo• D n n 9z 0 C am n- n� 9 "z m m m 0 D cn n 0 11010 DCD UEn D • �m �rR n - n3 "z z m Cf) 0 D r•-3 b cD N CSD Z z N Cn D n n 0 C: �o 0 < 9