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3 <br />E <br />0 <br />LRi <br />0 <br />TESC AND DEMOLITION DETAILS <br />FOR <br />CHICK-FILRA EVERETT <br />SECTION 18, TWP. 28 N., RGE 4 EAST, W. M. <br />EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />NOTES <br />1 STABILIZED CONSTRICTION ENTRANCE SHALL <br />MEETTHEREOUIREMENTSOFWSDOTSTANDARD <br />SPECIFICATION SECTION 8­91317I. <br />INSTALL DRIVEWAY CULVERT <br />IF THERE GA ROADSIDE DIECH <br />PRESENT <br />LENGTH AS SECURED LP E6 OMINA E UCEME"/ DEPTH <br />MAY BE n,.. EDTO50'MIN FOR / � TYPICAL <br />PEACE CONSTRUCTION GEOTEATILE FOR SOIL <br />STABILIZATIONFROTH THE EDGE OF THE COMING PROVIDE FULL VIAM OF <br />ROADWAY TO THE COMMUCTION ENIMNCE, INGRF55/FGRESSARFA <br />OR AS DIRECTED BY THE ENGINEER ,. I oin <br />ISOMETRIC VIEW <br />CONSTRUCTION ENTRANCE wsoorsroPLANIm.looxaco:nABuwBsrITDTE <br />CITY OF EVERETT <br />PUBLICwoBNsoEPA Ew <br />ATTACHINAMANNERTHAT <br />PDSTSEEW3WTSTANMRD <br />ASSURES FABRIC IS FIRMLY <br />SPEOZICAMNSA01.3(9)A <br />HEIR BYT11EBACRUP <br />SUPPORT IN A WAY THAT <br />REDUCES THE POTENTIAL <br />TOR FABRIC TURNER <br />FASTEN REDEEM LE TO <br />POST EVERY W IN O.C. <br />BAC[UPSUPi(I,� <br />4F <br />BKNFILLm• <br />COMPACTEB <br />NATIVE SOIL �'ky%TI I F <br />V BELRAINGRAIDE) YLONE <br />'�� I/ I Iny, 11.1GI:eli,I,M I <br />S WSTABII�[ <br />BURY GEOTECTIIE L) <br />N TRENCH <br />kLl <br />TYPICAL INSTALLATION DETAIL <br />INSTALL BACMIP SUPPORT FOR <br />THE GEOTE%TI LE ME STANDARD <br />SPECIFICAnON SECTION B.a13191A <br />�F <br />GEOTEETILEFORSILTFENCE <br />SEE STANDARD SPECIFICATION <br />SECTION 9.33.2 (1), V,BLE 6— <br />CONSTRUCTION ACCESS 1 201 <br />NOTES <br />1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br />SUGHRY UPSLCPE TO PREVENT SEDIMENT FROM <br />FLOWING AROUND THE ENDS OF THE FENCE. <br />3. PERFORM MAITENANCE IN ACCORDANCE WITH <br />ADDED STANDARD MCIFICATIOHS 801.3(9Rl <br />ANDB-01.3(15). <br />3. SPLICES SHALL NEVER BE PUCFD IN LOW SPOIS <br />4. INSTALL SILT FENCING PARALLEL TO MAPPED <br />CONEOURUNES <br />S. WRING ENCAVATIOH, MINIMIZE DISTURBING <br />THE GROUND MOUND TRENCH AS MUCH AS M <br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING <br />EXCAVATOR TOAVOID CONCENTRATING FLOWS <br />COMPACTOR MUST BE ADEQUATE TO PREVENT <br />UNDERCUTTINGFIOWS. <br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />M'- <br />TO PREVENT SILT LPMN WATER FROM ESCAPING THROUGH THE <br />G¢0 <br />FENCE ATTHE WEFEAP. <br />SPLICE DETAIL <br />TPIMSILTFENCE <br />WSWT STD PLAN I-30.1001 ACCEPTABLE SUBSTITUTE <br />WITH BACNUP SUPPORT <br />EXCEIT MEL POST REQUIRED <br />ISOMETRIC <br />CITY OF EVERETT <br />PUBLIC"O DEPARIWIENIF <br />I€3 TEMPORARY SILT FENCE 214 <br />A t3 <br />4 <br />3 <br />SECTION VIEW <br />f <br />ISOMETRIC VIEW <br />NOTES <br />L CATCH BASIN INSERTSSMUBE REMOVEDATTHE <br />ENDOFTHE PR U. <br />2 CATCH BASIN INSERTSARE ONLYTO BE INSTALLED IN <br />DRAINAGE DEVICES PER THE MANUFACTIRESY <br />RECOMMENDATIONS. CATCH BASIN INLET IHSERR <br />SHALL OE INSTALLED IN CUROINLEEL <br />3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br />CLEARING ANTI GRADING ACTIVITY, OR UPON <br />A. SEDIMENT SHALLBE REMOVED FROM THE UNIT <br />WHEN IT BECOMES ONE THIRD FULL OR IN <br />ACCORDANCE WITH THE MANUFACTURES' <br />INSTRUCTIONS. <br />S. SEDIMENT SEMINAL SHALL BE ACCOMPLISHED BY <br />REMOVING THE INLET INSERTS, EMPTYING, AND <br />REJNSTALUNG R INTO THE CATCH BASIN. DO NOT <br />WASH SEDIMENT INTO STORM DRAINS WHILE <br />CLEANING. <br />6. WE THE BELOW INLET GRATE DEVICE UNGDS FOR THE <br />STORM WATER STRUCTURE R WILL SERVICE <br />T. THE BIGD SHALLHAVE A BUIL74N HIGH -FLOW RELIEF <br />SYSTEM ENERFLOW BYPASS). <br />S. THE RETRIEVALMTEM MUST ALLOW REMOVAL OF <br />THE BIG WITHOUT SPILLING THE COLLECTED <br />MATERIAL <br />9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION BL1.3)15). <br />NGDDT SFD PLAN IiD.X100 ACCEPTABLE SUBSTITUTE IF <br />MAINTENANCE MEETS NOTES 1-5 <br />CITY OF EVERETT <br />Pus= wDBNs oePAlB Ew <br />STORM DRAIN INLET <br />PROTECTION 1 210 <br />E <br />a W- <br />OQOO <br />0 <br />O ��OGO�o <br />O <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia 30349- <br />2998 <br />D [i] <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA98032 <br />425.251.6222 <br />barghausen.eom <br />C 06 <br />CONSTRUCTION SCHEDULE: <br />THE FOLLOWING CONSTRUCTION SEOUENCE SHALL BE FOLLOWED IN ORDER TO BEST MINIMIZE THE r <br />POTENTIAL FOR EROSION AND SEDIMENTATION CONTROL PROBLEMS. <br />I. CLEAR AND GRUB SUFFICIENTLY FOR INSTALLATION OF TEMPORARY ESC BMPS. <br />2. INSTALL TEMPORARY ESC BMPS: CONSTRUCTING SEDIMENT TRAPPING BMPS AS ONE OF THE <br />FIRST STEPS PRIOR TO GRADING. J <br />3. CLEAR. GRUB AND ROUGH GRADE FOR ROADS, TEMPORARY ACCESS POINTS AND UTILITY J J <br />LOCATIONS. J LL asC 00 <br />4. STABILIZE ROADWAY APPROACHES AND TEMPORARY ACCESS POINTS WITH THE APPROPRIATE Uj <br />CONSTRUCTION ENTRY END. ' <br />5. CLEAR. GRUB AND GRADE INDIVIDUAL LOTS OR GROUPS OF LOTS. C <br />CN <br />6. TEMPORARILY STABILIZE. THROUGH RE —VEGETATION OR OTHER APPROPRIATE BMPS, LOTS OR C F� W M <br />GROUPS OF LOTS IN SITUATIONS WHERE SUBSTANTIAL CUT OR FILL SLOPES ARE A RESULT OF ENRON <br />L"PA/ <br />THE SIZE GRADING. LL <br />T. CONSTRUCT ROADS, BUILDINGS, PERMANENT STORMWATER FACILITIES W <br />8. PROTECT ALL PERMANENT STORMWATER FACILITIES UTILIZING THE APPROPRIATE ENDS. 1 1 1 W L <br />9. INSTALL PERMANENT ESC CONTROLS, WHEN APPLICABLE. B BLLV J W Fill <br />10. REMOVE TEMPORARY ESC CONTROLS WHEN: W Uj <br />W <br />• PERMANENT ESC CONTROLS, WHEN APPLICABLE, HAVE BEEN COMPLETELY INSTALLED. <br />• ALL LAND-DISTURBING <br />OBL ACTIVITIES THAT HAVE THE POTENTIAL i0 CAUSE EROSION OR 41 W <br />SEDIMENTATION PROBLEMS HAVE CEASED.uUj <br />• VEGETATION HAS BEEN ESTABLISHED IN THE AREAS NOTED AS RECURRING VEGETATION ON <br />THE ACCEPTED ESC PLAN ON FILE WITH THE LOCAL JURISDICTION. <br />11. STABILIZE FINAL SITE. FSR#04669 <br />BUILDING TYPE I SIZE'. <br />RELEASE' <br />REVISION SCHEDULE <br />NO. DATE DESCRIPTION <br />Z <br />zj'Vq,Y CONSULTANT PROJECT A 21637 <br />PRINTED FOR <br />—III— DAM 4/26/2022 <br />A DRAWN BY ADS <br />1 V--DITCH Ins "m.e a AS mw,e on 1n a dUlll N. <br />C7.2 NOT TO SCALE MY111la�"pl' "M"I 00:wm itm" <br />mAtond H SHEET <br />TESC AND DEMOLITION <br />U Knowwhat's below. <br />J /T DETAILS <br />O CL <br />Call before You dig. SHEET NUMBER <br />Dial 811 C 1 I <br />2 1 <br />