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HomeMy WebLinkAboutR-410702J J N Q N 00 CD N CD N N N LLI z I N N 00 CD N i .L C N N 00 CD N CD CD MCD CD N L 0 10' 20' 40' SCALE: 'I "=20' T.E.S.C. CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OFFICIAL. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PHASE OF PROJECT AS SHOWN ON THE PLANS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION ON ALL EXISTING STRUCTURES WITHIN VICINITY OF PROJECT SITE. 5. INSTALL TEMPORARY FILTER FABRIC FENCE ALONG PERIMETER OF PROJECT AS SHOWN ON THE PLANS. 6. PROTECT ALL THE PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 7. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 8. COORDINATE WITH UTILITY COMPANIES FOR REMOVAL AND REPLACEMENT OF UTILITIES TO BE ABANDONED OR REPLACE. 9. WHERE EVER CONSTRUCTION VEHICLE ACCESS ROUTE CROSSES PAVED ROAD, CARE MUST BE MADE TO MINIMIZE THE TRANSPORTATION OF SEDIMENT (MUD) ONTO THE PAVED ROADS. IF SEDIMENT IS TRANSPORTED ONTO THE PAVED ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 10. DURING EXCAVATION, SOILS ARE TO BE STOCKPILED AND TESTING IN ACCORDANCE WITH ENVIRONMENTAL ENGINEER AND DOE REQUIREMENTS. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS. 12. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURE SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY STANDARDS AND FUNCTIONAL. 13. T.E.S. CONTROL MEASURES SHALL BE INSPECTED AFTER ANY MAJOR STORM FOR INTENDED FUNCTION. 20. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER, MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 21. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL SHALL BE PROVIDED UNTIL ALL RISK OF EROSION/SEDIMENTION HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO DOWNSTREAM STORM DRAINAGE SYSTEM. 22. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 23. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROVED BY CITY. DEMOLITION KEYNOTES O EXISTING CURB TO BE REMOVED. O2 EXISTING STRUCTURE AND ALL ASSOCIATED UTILITY SERVICES TO BE REMOVED O EXISTING ASPHALT/CONCRETE TO BE REMOVED ® EXISTING STEPS TO BE REMOVED O EXISTING POWER VAULT EQUIPMENT TO BE REMOVED AND ABANDON SERVICE IN PLACE. © EXISTING BOLLARD TO BE REMOVED O EXISTING SECURITY FENCING AND GATES TO BE REMOVED ® EXISTING REFRIGERATION EQUIPMENT AND ALL ASSOCIATED PIPING TO BE REMOVED T.E.S.C. LEGEND DESCRIPTION PROPOSED SILT FENCE LIMITS OF CLEARING CATCH BASIN PROTECTION 0 Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA_ 98032 425.251.6222 barghausen.com 0 M N w M CD z DEMOLITION AND TESC FOR 405 COMMERCE CENTER PORTION OF THE SE1/4, OF THE NW1/4 OF SEC. 19, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON B STD GRT TYP 1 RIM EL=22.02' 08 12"CMP N IE=18.87' rqWORLDCOMwVAIIkT--w—w—w—w—w—w—w—w—w—w—w—w—w 12"PVC E IE=18.87' —w—w w—w—w—w—wl—�, .. — w 3 \ x x x— x x— x x i � 3 � 7 a° 4° 8 I 8 x ° \ \ 3 x —W—W—� , 1 33 x6z" �I x I r-- x �Dti w—W—W 3 _ W X RIM E 22.8 e; x x $'PV'C`-W- 4--117-. L �' r 3� P � rTr-7-7 STD GRT TYP I RIM EL=21.52' r 8"DI S IE=20.25' r� CATCH BASIN PROTECTION ON ALL CATCH BASINS IN THE VICINITY OF CONSTRUCTION. PER CITY STD. E-03 (TYP.) �EXISTING BUILDING F.F. ' 25.60't TRUCK LOADING DOCK 05 POWER CABINET POWER CONDUIT O5 POWER VAULT SDCO O2 EXISTING STRUCTURE SDCO-/ SDCO CB STD GRT TYP I RIAA P =99 RO' SILT FENCE 159.78' (R1) 160.00 (PLA POWER POLE LU MIN. & TRA I ' I II I o I CB SOLID LID RIM EL=20.85' 12"CNC N IE=17.22' T — SD 12"DI W IE=17.25' 8"CNC S IE=17.45' E=17.25" IE-17.251 I E=17.25' I I MAILBOXN I I SSMH RIM EL=20.70' 1 8"PVC N IE=15.45' 8"PVC S I E=15.35' 6"PVC W I E=15.30' I I 6"PVC NE I E=15.30' III o N I (g I " U) II w I� Z N Z I � LU N II a I I I 10 Uj N `. 1 ___I -00I CL 11^ I0 Q 00 �I C N N G 1 1 � � N I I I � N I o Cn I 1 I I o I I I I TEL. MH 0 II of 1 j�CB SOLID LID RIM EL=20.08' I 8"CNC N IE=17.54' 6"CNC S IE=17.63' 6"PVC W IE=17.83' 8"CNC E IE=17.68' CB STD GRT TYP I RIM EL=19.87' 6"PVC E IE=17.87' CONTROL CABINET T 89'32'45"W a30.00, FND REBAR/CAPI "MULLEN" R-410702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING swarlick 02/20/2020 SURVEYED: SCALE: DATE: BCE HORIZONTAL: NAD 1983/1991 DEMOLITION AND TESC 09/25/19 DESIGNED: Z� U CITY OF 405 C O M1VIE R C E CENTER FlELDBOOK: DRAWN: ZTW RENTON EVERWES T ADVISORS LLC PAGE ONE INCH DATUM DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 1099 -18TH STREET, SUITE 2900 ZTW IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED:SCALESCALE ACCORDINGLY DENVER, CO 80202 SHE: C2 OF: 5