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sror�E - <br />2d <br />(2N.J2' GEED) <br />x f <br />,u.ao' <br />~ I — — — <br />. •� <br />¢ <br />E 5 <br />)) <br />p �s)•iw, YU� <br />NIET PROlEC110N� <br />I i Ewrn x[ <br />4I <br />I I rr� wa <br />L d <br />Ir <br />�I <br />� <br />91 <br />�CDE <br />DNG NOII214 <br />. <br />ok <br />T wo <br />_ <br />I INI ' U�tnWiTMesN�j <br />SEgNO/T TRAP'. <br />SW 1/4, NW 1/4, SEC 17, T29N, R05E, W.M. <br />is zo o zo ao <br />SCALE IN FEET <br />�\ <br />V INLET PROTECTION <br />NO NO COE DING 21010 e <br />.,—USE <br />.E mNWEMRY GR A0'✓,qr <br />Rill yG3 <br />T� J Jq0 <br />3 JN• <br />f $ xu[ -1 (,aigo5i.[Y3z T,i „I W/PUP, `\yH <br />CON <br />`REOUMYRD. <br />A TO REMOVE\� ALL PAVEMENT.DRU % WWMINTRAMECWtt PENCE UNITS kNMCONTRACTOR TO <br />COORDINATE <br />NITHTILIS. <br />I <br />PURVEYOROR i0 REMOVING UTILITIES <br />AS COE DWO „ O <br />OT 4401 <br />\ ei <br />19a It Ia /' a"� eeRBDLOC`wTEDIR <br />W 01 Ne R e mOusgy"SY o \ : <br />l BY CONlRAC10R AS ^uuo u �,ioapT.) u)o.. \ `\ <br />STABILIZED G „ a ` ! N®ED r f _ (REMOVE T PAVEMENT <br />a _ <br />„a <br />e�A <br />1 e _ <br />E[Er< „6. <br />n,.zRo.o C3.1)EN <br />�..�` <br />COE oxc No <br />sraiKPILE�® � .I..E.w,..• Ew--W.r � - � I TM <br />E 9U0.a <br />k <br />PROlEC1NIN /" -- 1` ------ -- ------ ------aAe\Na _— <br />ps �/�s J•'- <br />ss--REM --?- "' / <br />3 <br />1 scan � WALL V v GO'36'31' E 42J OI Y GGGO �6'31' L alc siS JJ' <br />H%INTRACMR TO EIEV. 120' - NIB' tc"N is TON ew " <br />BOTTOM o wALL BROADWAY AVE —Ni r P[- <br />BAIX OF WANK AND --- ELEV T OF V — — `AOI ry , w — <br />Wane <br />GRAOE SVOI MAT '"— <br />RUNOFF ROUTED TOT--- o •...�T a -. •• „_ -�uC. <br />3 FT 40 FT 3 FT <br />55 GAL STEEL DRUM FILTER FABRIC <br />TESC NOTES 3-IN PVC SCH 40 PROVIDE ODIUM WITH TYP. <br />I APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) RAN DOES NOT WEEPHOLES <br />CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESCH (E.G. SIZE S5 a <br />AND LOCATION OF ROADS PIPES RESTRICTORS. CHANNELS. RETENTION FACILITIES. = O <br />UTUTIES). <br />3. THE I—ENTATGN OF THESE ESC PLANS AND THE CONSTRUC1ON. MAINTENANCE. <br />i <br />- <br />SILT LADEN WATER. TYP. <br />REPLACEMENT. ARD UPGRADING OF THESE ESC FACILITIES IS THE RESPONSMUtt OF <br />Z <br />TIE APPLIGwT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COKI EMD AND <br />,O <br />APPROVED AND VEGETATON/LANDSCAPINO IS ESTABLISHED, <br />3. THE BOUNDARIES OF ME CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY <br />RAGGED IN THE FIELD PRIOR To cwSTRU-m. —NO TINE CONSTRUCTION PERIOD, <br />NO OMWMANCE BEYOND ME FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE <br />MAX. WATER SURFACE ELEV. <br />PUMP ON <br />RAGaNG SHALL BE NAINTAINED BY TIE APPUCANT/CONTRACTDR FOR TIE <br />DURATION OF CONSTRUCTION. <br />A E W • <br />• <br />OND SETTLING VOLUME <br />a. THE ESC FACLITIES SHOWN ON THIS PLaF MUST BE CONSTRUCTED IN CONJUNCTIGI <br />1H ALLCLEARING AND GRVXNG ACTIVITIES, AND IN SUCH A MANNER AS TO <br />ABOVE SEDWIENT STORAGE <br />OVERFLOW SPILLWAY WILL <br />ENSURE THAT SEDIMENT AND SEGMENT LADEN WATER NOT ENTER ME DRAINAGE <br />•��• <br />�• <br />AREA SHALL BE OF <br />N <br />APPLICABLE WATER Dualtt <br />AI <br />EM, ROADWAYS, OR VIMAMV0N <br />W <br />E <br />S MAY <br />MIN. BAKER TANKS MAY DE <br />`�((qFF IN CIXJSTRUCnON <br />Me ON M REQUIRE <br />9. TIE ESC iACWTIES SHOWN ON THIS RAN ARE THE MINIMUM REWRTEYENTS FOR <br />EO sTE ar[wnoxs. DURING THE coxsmucnoN PERIOD. IEEE Esc <br />IF NEEDED. <br />EXCA vnnON IF THIS oc(x1Rs, n(e <br />RUNOFF MILL BE PUMPED TO THE <br />FAICUM <br />To EN ES SMALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND <br />TO ENSURE <br />1 <br />� <br />... <br />.. <br />�� S N1M <br />SEDIMENT TRAP <br />MAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE ME SM. <br />6. ME ESC FAOLIPES EN— BE INSPECTED ROUTINELY AND MAINTAINED BY THE <br />FABRIC MATERIAL MIRAFl TOOX OR <br />1 <br />ONCE WATER LEVEL RECEDED OR TO <br />MPUCANT/CONTRACTOR To ENSURE THEIR CONTINUED FLINCTIONING. ESPEOALLY <br />3 <br />EQUAL OVERLAP FILTER FABRIC MIN <br />ADDITIONAL BAKER TANKS, AS <br />AFTER STORM EVENTS, <br />4z <br />6-IN AND FASTEN WITH STAPLES OR <br />3 <br />NEEDED. <br />T. ME EBC FAOUDES ON INACTIVE &MS SHALL BE INSPECTED AND MAINTAINED A <br />EIMMUM OF ONCE A MONTH OR WMIN ME 48 HOURS FOLLOWING A MAJOR STORM <br />I— ELEV. <br />�� <br />WIRE RINGS <br />S AT NO TIME SHALL MORE MAN ONE FOOT OF SE MT BE ALLOYED To <br />I 3 <br />1.5-FT YIN. DEPTH-661 CF <br />ACCUMULATE WTMIN A CATCH BASIN INSERT. ALL CATCH BASINS AND CONVEYANCE <br />LINES SHALL BE CLEANED PRIOR TO PAVING ME CLEANING OPERATION SHALL NOT <br />NOTE: <br />SUBMERSIBLE PUMP HYDROMATIC <br />RUSN SEGMENT LADEN WATER INTO ME DOWNSTREAM SYSTEM. 1. PUMPS SHALL BE SUBMERSIBLE AND HAVE A MIN. CAPACITY OF 0.228 CFS (103 GPM). A W OAT <br />9. SWN IS1RU TIODSANDD MANTUMED FORRSMEE DURAnINSTALLED EAPRO&CT. AADDanoN�L * PERFORATE STEEL DRUM ABOVE SEDIMENT STORAGE AREA. ACTIVATION <br />MEASURES MAY BE REWIRED TO ENSURE MAT ALL PAVED AREAL ARE KEPT CLEAR 2. TOP OF TRAP ELEV. WALL CHANGE AS EXCAVATION CONTINUES. ALL DIMENSIONS SYSTEM <br />FOR ME DUMTON�OF THE PRQECT. <br />10. ME CONTRACTOR MALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS RELATIVE TO THE TOP OF THE TRAP SHALL REMAIN DURING CONSTRUCTION. CEMENT BLOCK PLACED <br />11. AP ROPRRIAM YEASURESENT TRACKED�SHa1 BE TAKEN TO STOP SEDIMENT FROM ENTERING 3. ANY CONSTRUCTION RELATED DISCHARGE TO THE SEWER REQUIRES A SEWER <br />SURFACE WATER BODES IF ME PROPosEo eMPs FaL DISCHARGE AUTHORIZATION PERMIT BY COE MAINTENANCE DIVISION. CONTACT BRIAN <br />„ e..� .Nw r.x,� ,. �.... .....� �..... ...._�,.... i1 <br />