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3 <br />E <br />0 <br />E•i <br />0 <br />A <br />N <br />PORTABLE SEDIMENT TANK MAINTENANCE <br />1. FOLLOW THE MANUFACTURER'S OR VENDOR'S SPECIFICATIONS. <br />I <br />2. DURING CONSTRUCTION, INSPECT BMPS DAILY DURING THE WORK <br />WEEK WITH ADDITIONAL INSPECTIONS SCHEDULED DURING STORM <br />EVENTS. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. <br />3. INSPECT FILTERING OR CONTROL DEVICES FREQUENTLY. REPAIR OR <br />REPLACE THEM TO ENSURE THAT THE STRUCTURE FUNCTIONS AS <br />DESIGNED. <br />4. CLEAN OUT THE TANK AS SOON AS ONE-THIRD OF THE ORIGINAL <br />CAPACITY IS DEPLETED DUE TO SEDIMENT ACCUMULATION. THE TANK <br />MUST BE CLEARLY MARKED SHOWING THE CLEAN -OUT POINT. <br />0 15, W. 60' <br />REMOVED SEDIMENT MAY BE DISPOSED OF ON SITE IF NO <br />CONTAMINATION IS PRESENT. CONTAMINATED SEDIMENT MUST BE <br />DISPOSED OF ACCORDING TO LOCAL GOVERNING AGENCY <br />SCALE: 1"=30' <br />REQUIREMENTS. <br />5. SYSTEMS SHOULD BE FILLED IN OR OTHERWISE REMOVED WHEN <br />PERMANENT DEWATERING CONTROLS ARE IN PLACE AND CONNECTED <br />TO AN APPROVED TREATMENT AND RECEIVING SYSTEM. <br />TESC AND DEMOLITION PLAN <br />FOR <br />CHICK-FIL-A EVERETT <br />SECTION 18, TWP. 28 N., RGE 4 EAST, W. M. <br />EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />/ Ej _TI GIST <br />RIM=511 S6' 2Jzo''o <br />/ 12" ONO NW IE=508.94' <br />s , <br />3030 S e a <br />CB STD CRT <br />RIM=510.65' <br />8" 01 NW IE=509.09' <br />_ i i <br />SHORING MAY BE REQUIRED TO COMPLETE NORTH cs P <br />EXCAVATION TO PROTECT EXISTING UTILITIES. SEE ""•• <br />/SHORING NOTE THIS SHEET. <br />ARKER <br />� y POWER <br />'m/� �•..,,/ 4 N€§ POLE <br />0,m <br />ERA <br />Hw, <br />APPROXIMATE LIMITS OF EXCAVATION FOR <br />UNDERGROUND DETENTION SYSTEM ASSUMED AT 2:1 <br />SLOPE, <br />IEGERI-805 80 308N000/L/ <br />SHORING MAY BE REQUIRED TO COMPLETE WEST - <br />EXCAVATION TO PROTECT EXISTING UTILITIES. SEE <br />SHORING NOTE THIS SHEET. <br />CS STD GRIT <br />RIM.602.70' <br />61 PVC 5 IE.499.93' <br />CB STD GIRT <br />RIM=502.50' <br />8" ONO W IE=498.36' <br />12" CNC S IE=497.64' <br />r <br />T.P.O.B.�I� <br />I. <br />END 5/B' REBAR 9 <br />(NO CAP) <br />I I <br />I <br />I <br />TREE PROTECTION NOTE: <br />CONTRACTOR TO REFER TO LANDSCAPING PLAN FOR NECESSARY TREE PROTECTION <br />MEASURES. <br />3:1 <br />e <br />ffiddIII <br />1� <br />V tz RM•504.56' 15 1 <br />PVC E IE•502.4 <br />PVC S IE•602.76' <br />SW IE•5@.7S � <br />2 �- <br />_ ,K Is.5a6.34 <br />EXISTING <br />�. <br />R <br />7 24. CNC 4 <br />24' CNC Nf\ <br />M M W 5023 <br />S'oT <br />IE=50D.78' POWEI <br />CA <br />SoCo <br />W1W IIAL OR I L40.4 <br />P71//T/T/T/ T/ T/ 7777 T/i/I1-7- <br />SITE BENCHMARK CB STD GET l /1 : <br />W ¢ RIM=502.30' MAC NAIL IN <br />u / pfii 8" PVCEXISTING ASPHALT <br />12" ADS SW E=498.90' <br />NE IE=499.10' BUILDING ELEV. 50334 FT <br />W �-G DI <br />I gj <br />$ 0 3.. PPRF PPgCEL NOC <br />n <br />n OR STD GET T8051800402200 <br />gB RIM=501.54' 2 <br />L) 1 12 ADS NE IE= <br />U POWER <br />POLE/ <br />HIGH VOLTAGE <br />FASEMEN� <br />e END NAIL W/ <br />WASHER <br />PDWER <br />POLE <br />y T WIDE PUBLIC UTILITY DIST I <br />TAX PARCEL NO. <br />28051800401200 <br />I <br />30' X 70' SNOPUD <br />lD EASEMENT 1395231 <br />VENT 1p '"• �I <br />I it <br />20 -0 <br />SITE BENCHMARK: <br />a- MSG NAIL IN <br />ASPAHL <br />i <br />ELEV, <br />ELEV. = 507,76 Fi <br />'I I <br />I l <br />O CB Tp GRT <br />RIM 5�.49' <br />B" DI [ IE=503.86' <br />I rrII -8" TNft SE IE-503.46' <br />08 STd GkT <br />IB �(IM=50B.40' <br />'' Q" PVCI WI IE=502.40' <br />4444 PVC S*IE=502.92' <br />✓I" PVCI EIIE=502.22' <br />POWER ELBOW ITDF=503.60' <br />METER <br />E R POLE <br />TRAM <br />4 I I <br />7' STRIP ALONG PUD <br />UNDERGROUND LINES <br />,EASEMENT 8003050193 <br />I II <br />1 I I I <br />I I <br />32 <br />FIR <br />13 m <br />A LT ` <br />PORTABLE SEDIMENT TANK (BAKER TANK OR EOUI <br />SEE SEDIMENT TANK NOTES THIS SHEET <br />o I � I � <br />ram z l k <br />_ L­- I_I <br />L N Q <br />m a <br />70.00 IS <br />I I II <br />I & I II <br />I I I I <br />I I <br />SHORING EXCAVATION NOTE <br />UNDERGROUND DETENTION SYSTEM EXCAVATIONS SHALL BE PER OSHA <br />REQUIREMENTS AND BE PERFORMED FOLLOWING THE RECOMMENDATIONS <br />OF THE SOILS REPORT. GEOTECHNICAL ENGINEER TO OBSERVE BASE OF <br />EXCAVATION PRIOR TO INSTALLATION OF CHAMBERS. CONTRACTOR TO <br />COORDINATE REQUIRED SHORING FOR NORTH AND WEST SIDE OF <br />UNDERGROUND DETENTION TO PROTECT EXISTING UTILITIES AS NECESSARY <br />THE CONTRACTOR IS RESPONSIBLE TO HAVE THE SHORING ENGINEERED <br />AND PERMITTED. <br />TESC LEGEND: <br />11111 CATCH BASIN PROTECTION <br />SILT FENCE <br />LIMITS OF DISTURBANCE <br />E <br />CONSTRUCTION ENTRANCE <br />CASPHALT <br />TO <br />BE REMOVED <br />TEMPORARY <br />CONSTRUCTION <br />FENCE <br />TREE TO REMAIN <br />TREE TO BE REMOVED <br />....­W..._ TEMPORARY N" DITCH <br />❑O EROSION CONTROL CALLOUS <br />I. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER OF SITE AS <br />REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND <br />AS DIRECTED BY CITY INSPECTOR PER CITY OF EVERETT STANDARD <br />DRAWING 214. SEE SHEET C1.2. <br />2. <br />CONTRACTOR TO INSTALL STORM DRAIN PROTECTION AT ALL EXISTING <br />AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN <br />D <br />WATER FROM ENTERING STORM DRAINAGE SYSTEM PER CITY OF <br />EVERETT STANDARD DRAWING 210. COORDINATE PLACEMENT WITH <br />PROPERTY OWNERS AND AS DIRECTED BY CITY INSPECTOR. SEE SHEET <br />C1.2. <br />3. <br />CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION <br />ENTRANCE PER CITY OF EVERETT STANDARD DRAWING 201. SEE SHEET <br />C1.2. <br />4. <br />APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR <br />TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND <br />CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA AS NEEDED <br />DURING CONSTRUCTION. <br />5. <br />APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP. CONTRACTOR <br />TO INSTALL TEMPORARY SEDIMENT TRAP/TANK. USE TEMPORARY <br />EXCAVATION FOR DETENTION VAULT SYSTEM WHEN FEASIBLE, ADJUST <br />LOCATION AS NECESSARY. <br />6. <br />APPROXIMATE LOCATION OF TEMPORARY V DITCH PER DETAIL 1/C1.2. <br />7. <br />AREA OF PROPOSED INFILTRATION SHALL BE DELINEATED AND <br />PROTECTED PRIOR TO CONSTRUCTION AS SHOWN. AREA OF <br />INFILTRATION TO BE PROTECTED FROM COMPACTION AND SILTATION. <br />CONTRACTOR TO ENSURE HEAVY EQUIPMENT AND OTHER MEANS OF <br />COMPACTION STAY CLEAR OF THIS AREA. ROUTE CONSTRUCTION <br />STORMWATER AWAY FROM EXCAVATION AREA. <br />c <br />© <br />DEMOLITION <br />CALLOUTS: <br />1. <br />DEMOLISH EXISTING ASPHALT AND DISPOSE OF OFF -SITE. <br />2. <br />DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES. <br />3. <br />DEMOLISH EXISTING SIGN AND DISPOSE OF OFF -SITE (TYP). <br />4. <br />DEMOLISH EXISTING LOT LIGHT AND DISPOSE OF OFF -SITE (TYP). <br />5. <br />REMOVE EXISTING TREE AND DISPOSE OF OFF -SITE (TYP). <br />6. <br />DEMOLISH EXISTING CURB AND DISPOSE OF OFF -SITE. <br />7. <br />DEMOLISH EXISTING CONCRETE AND DISPOSE OF OFF -SITE. <br />B. <br />DEMOLISH EXISTING SEWER LINE AND STRUCTURE AND DISPOSE OF <br />OFF -SITE. <br />9. <br />DEMOLISH EXISTING POWER LINE AND DISPOSE OF OFF -SITE. <br />10. <br />DEMOLISH EXISTING STORM LINE AND STRUCTURE AND DISPOSE OF <br />OFF -SITE. <br />11. <br />DEMOLISH EXISTING BOLLARD AND DISPOSE OF OFF -SITE (TYP). <br />12. <br />DEMOLISH EXISTING ROCKERY (TYP). <br />13. <br />DEMOLISH EXISTING WATER SERVICE LINE AND DISPOSE OF OFF -SITE. <br />14. <br />DEMOLISH EXISTING TELEPHONE RISER AND DISPOSE OF OFF -SITE. <br />15. <br />DEMOLISH EXISTING ROOF DRAIN AND DISPOSE OF OFF -SITE. <br />B <br />16. <br />DEMOLISH EXISTING TELEPHONE LINE AND DISPOSE OF OFF -SITE. <br />17. <br />DEMOLISH EXISTING TELEPHONE JUNCTION BOX AND DISPOSE OF <br />OFF -SITE. <br />18. <br />PROTECT EXISTING UNDERGROUND POWER LINE. CONTRACTOR TO <br />MAINTAIN 3 FEET (MINIMUM) TO 4 (MAXIMUM) FEET COVER AND TO <br />COORDINATE WITH OTHER POWER LINE USERS. SEE MORE INFORMATION <br />ON SHEET C3.4. <br />19. <br />PROTECT EXISTING TREE TO REMAIN (TYP). <br />20. <br />PROTECT EXISTING SEWER LINE. <br />21. <br />PROTECT EXISTING TELEPHONE VAULT. <br />22. <br />PROTECT EXISTING GUY POLE. <br />23. <br />PROTECT EXISTING JUNCTION BOX. <br />24. <br />PROTECT EXISTING POWER POLE. <br />25. <br />PROTECT EXISTING POWER METER. <br />26. <br />PROTECT EXISTING STORM LINE. <br />27. <br />PROTECT EXISTING GAS LINE. <br />28. <br />PROTECT EXISTING UNDERGROUND TELEPHONE LINE. <br />29. <br />PROTECT EXISTING OVERHEAD POWER LINE. <br />A <br />30. <br />PROTECT EXISTING UNDERGROUND POWER LINE. <br />31. <br />COORDINATE RELOCATION OF EXISTING TELEPHONE VAULT WITH <br />PURVEYOR. <br />32. <br />EXISTING POWER VAULT TO BE RELOCATED. CONTRACTOR TO <br />COORDINATE WITH SNOHOMISH PUBLIC UTILITY DISTRICT. <br />Know what's below. <br />p9Call <br />before you dig. <br />Dial 311 <br />Ia W- <br />OQOO <br />0 <br />O ��OGO�00 <br />o <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia 30349- <br />2998 <br />[i] <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, VVA98032 <br />425.251.6222 <br />barghausen.com <br />06 <br />moll <br />J� �a <br />DD <br />Wl-00 <br />Lam <br />\ <br />=Ww <br />=jQq*w <br />VW 2�w <br />FSR#04669 <br />BUILDING TYPE I SIZE'. <br />RELEASE' <br />REVISION SCHEDULE <br />NO. DATE DESCRIPTION <br />CONSULTANT PROJECT A 21637 <br />PRINTEDFOR <br />""" 4/26/2022 <br />DRAWN BY ADB <br />lommon "„m.ea hS dmoo•W I. a dUlll•. <br />HY1aaRx� lulol too moll m � I00lwm ftm1 <br />MY 111m, <br />TESC AND DEMOLITION <br />PLAN <br />SHEET NUMBER <br />C1.1 <br />4 <br />3 <br />2 <br />1 <br />