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INTER WEST — EVERETT CONTRACTOR'S YARD INTERIM FILL PROJECT <br />CONSTRUCTION STORM, WATER POLLUTION PREVENTION PLAN <br />Figure 5 - TESC Plan <br />CITY OF EVEFETi (VACAIM <br />N79' 59 <br />E ;gD.oU <br />CD7DIE I <br />1 11 Y - IS56 SEE HE 1 COTE $FF NNOTE E I <br />1 � l <br />1 SE WONSm To <br />1 FFPOND <br />POND <br />11 1 1 I <br />1t/ \ <br />RAW M STOCY6WE <br />SEE NOTE I AND 11 PER <br />BW 723: PLASTIC COVERING 1 j. <br />1 - 1E56 <br />1 <br />;WAS HCY OERGEOIERFLOW <br />- <br />POND <br />..BONom-to.! <br />1 SEE NOTE <br />1 'R' <br />I 1 <br />1 1 <br />1 1 <br />MARTIN AND E. STOW <br />PE AID PONIFAIl <br />1 1 <br />1 �L <br />I <br />`a l <br />l l <br />1 t i 1 <br />j1 <br />11 <br />1�1 <br />1 <br />1 11 <br />g 1 1 <br />1 11 <br />1 � 1 <br />1' <br />I <br />1 <br />1 <br />I <br />I " <br />I <br />FOUND 5/8 RE - <br />LS.632p41 0 <br />SITTS & HILL ENGINEERS, INC. <br />TACOMA, WASHINGTON <br />SEE INiE� <br />RIDER INTO <br />V. SEE <br />to <br />—IEIM E1051NG 100I <br />RAISE ON RO TO EL£/AIM <br />14.00. INSTALL DEWAlUI1G <br />DEVICE PER DETAIL 105/C72 <br />1 <br />V DCON TO <br />SEDFETIT POD <br />\ c <br />4q\ <br />RADIAL STACKER \ \ ®®® e <br />SEE NOTE I <br />\ <br />IO YARD \ <br />FILL <br />AREA \ <br />AL THIN YAY <br />ITIT FEE ITEMS \ .. <br />ACT ) <br />SEE TE i \ <br />OWNEN TO PROWDE <br />"TUC EASEMENT WRING I ` <br />NEPW CONODW /\ <br />0-1\ <br />Cltt OF EV6ETE (VACANT) <br />CYSTNG CO: FORCE MAN <br />OBTAIN TDAPORARY CONSTRUCTION <br />EASEMENT FRCP CO: PRIOR TO <br />REMOVAL ON COE PROPERTY <br />�� <br />/ <br />/� <br />T T <br />rtTIORARr aRcutrc smPPNcs <br />9TOIxPIE lN%AiKW. 4E NOTE s <br />i N. SIRPPOIGS TO DC <br />PROCESSED OFT-91E I 1 <br />EMsmD FIE <br />NYOTARi 10 gEYAN <br />_ <br />\ <br />RYPORARY CONSTRUCTION <br />ACGE55 PFR TOE ST. —\ <br />+ ORATING /!01 AND BMP C105. <br />I I <br />/Ar TEYPORART CONSTRUrnON � <br />T $ I ACCESS PFR COIL STCI I ' <br />I \ DY,YNcyreol AND W DP nos � ) <br />PENWE 71i= LEASING <br />.... COWANY <br />19 <br />Sitts & Hill Engineers, Inc. <br />Job Number 17,733 <br />LEGEND <br />- - -.q - - - EXISTING 0ON70N <br />—16— PROPOSED CONTOUR <br />—Ft— gpENT FENCE YF DETW 103/cm STEEL <br />POSTS ARE REOORED <br />SITE CIRCULATION ROUTE <br />CONSTRUCTION ACCESS. SEE DETAIL 101/CI.I <br />c <br />CRUSHED AND RUTORE EX15TNG PAVEMENT <br />® TO INTEGRATOR INTO SIlE RILL. <br />DEMOLISH AND REY01E EI05TNG FEATURE <br />pi <br />f <br />,r-18.32 PROPOSED SPOT ELEVATION <br />, <br />GENERAL NOTES € W 0 <br />9 X S E o# <br />i LOCATION OORCS O FILL PRE FILING <br />ILL IG AND GRADING <br />YAY VARY DEPENDENT UPDI <br />PROCESS O ON -SINE ARE TIN AND CRARNG ARILINGCTIADES. FLL <br />PROCESSING iE/ANRES /JE NEOtN iO SITE FILLING PROCESS _ <br />Z 91E FILL SHALL CCEORII To WSDOT STANDARD SPECIFICATIONS FOR - <br />GRAYEL BORROW. 9-0314(7) ON SELECT BORROW 9-03.1A(2). C• ¢" � - <br />GRANULAR WTERIAL YAY CONTAIN PROCESSED/AECYGID CONCETE <br />3 SEE SHEETS CI.I AND C1.2 FOR EX09OR1 CONTROL NOhS AND T.." ec i <br />1. SITE EARTHWORK OPERATIONS SHALL COIYENCE AT 11E NC III END P" <br />iNE SITE THEN CONTINUE 70 THE $DUN END ORE STE <br />S MYtKNIT— SRN' 6 12 Wq ES OF OP— SPLS PRIOR TO <br />FILLING OPERATONS STOCKPILE ORGANIC STRIPPING AS INDICATED ON <br />PLAN. <br />6. COPACT NATVE SUBSOILS PRIOR 70 FILLING OPERATION 70 U-1k, <br />90W OF MAX DENSITY PER ASTY D-1557. DIFER EXCAVATE SOFT <br />AND BACI611 W/ SELECT BOW" OR GRAVLZ BORROW U <br />7 INSTALL BORROW N LIFTS W ATER THAN B* DEPTH AND COMPACT <br />10 95% O — DENSITY PER ASTV D-1557. J <br />R 1IeNY TEMPORARY sfOFENT POND BOTTOM AREA W 5.60D SWARE <br />FEET <br />9 POND SNAIL 1X: DOEu N1. — A-1 [OVAL (ELLS tK i0y W <br />OWDER SHALL BE iE-BACKED. EXTRA STRENGTH FILTER FABRIC. TIE <br />OF WOR SMALL BE AT LEAST ONE-HALF THE HEHNT C NE RISER AHD (n W <br />A MNOUm O ONE FOOT BELOW THE TOP O THE RISER IBNP C241 Z a <br />TEMPORARY SEDVANT PEN) L '_E^� N <br />10. N1Fie11 f/RTNWDRW ACRVIlES To COWONY To RECOYYCNAnO1 V - <br />PROWIN T PROVIDED IE 1ftARY GEOTECWCAL STUDY. RIVERSIDE PROPERT,. CnZ - <br />PREPARED FEW THE CITY O EVEIETT PUBLIC WOKS BY ASPECT - <br />CONSIILTING. PROECi No. 090161-ODI, AWE 17. 2009. ACTUAL W u <br />ON -SSE C17AO110N6 my VART. ITIS RECOYIIPgEp THAT THE a <br />COITI OBTAIN SOIESTHG SERIICES AND FEOTECNCN <br />ENpffEwTG SERVICES ORING EAPTHWO K OPERATIONS. <br />11 PROTECT STOMES FROM EROSION BY COVERING R/ PLASM. SEE <br />DETAIL 104/C.2 <br />IZ PROIRIE DUST CONTROL WA WATER TRUCK FELT DURATION OF PRO.IECI <br />(E MP CIAO DUST CONTROL) <br />13 ALL DPOSED ONIXWD MUST BE RESEEDED WITHIN 30 DAYS Of THE O Q n <br />COMPISON OF CONSTRUCTION F RESEEDING IS NOT PTACRCAL DUE (3 CO N a <br />TO WEATHER OR SEASON PiOBfEYS. THE MAIL) MUST BE COWAED <br />NTH MULCH AS DIRECTED BY TIE On ENGINEER. (- Z > m = <br />W O L, a <br />3Um3> <br />(W_ Z <br />�6v <br />O o <br />00 <br />O m c/ <br />WORTH <br />HORIZONTAL SCALE: 1'-50' <br />s0 0 50 100 <br />O 3 <br />Z w <br />W Z <br />QWw C)—J <br />COXCOXz <br />ZED J U <br />CIE CLUE <br />t0 <br />3a0 <br />Ccm ¢U5 <br />�'WN <br />a¢ <br />Zm! W <br />C1.0 <br />n <br />o vuoECT Hu. <br />17,733 <br />