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INTERWEST CONSTRUCTION CO. <br />(VACANT) <br />OF OH POWER <br />SEE NOTE �8{A{{A <br />y- Ki�iY-^.1Aq; MY7R,DNpE <br />--OWE 2 OH POWER { �� - - - <br />POLE SEE NOTE 8 ({i(.1��1 f 1 f f/�� <br />it "POWER 2 /// <br />`3-OLE / 1 <br />� <br />POWER <br />POLE <br />-�- - f Q <br />rr <br />- - <br />RAILS & 1 <br />TIES OH POWER <br />J- GUY <br />MISC MANMO(" <br />MARKED TRI FFUL <br />RIM 13.84 - `N 3 2b .7" <br />BOTTOM=-1.21 y ( ' E" 3'252.3' <br />FULL OF WATER= <br />t <br />2 <br />` RAILS _EAST LINE OF UTILITY EASEMEN 'ORRIDOR <br />TIES SEE SHEET 4 FOP ESMT. DETAILS (THIS AREA;; <br />I I <br />HYDRANTS <br />1 I <br />< POWER I <br />POLE <br />- - -- <br />Ii \ <br />P ' _ ~ WER�4AftROCE - - - - - - - - --- - - <br />_ \ RIM=<5.65 - - <br />BOTj <br />' ji (" qT,, I MISC. MANHOLE <br />'MARKED TREATED EFFULENT <br />iM=15.70 <br />I' \ OTTOM=10.38 <br />J, L OF WATER <br />ae'F, y l WATER <br />LIMIT OF GRADING IS <br />NORTH PROPERTY LINE <br />I \ PIPING <br />I \ <br />� Q \ <br />— --- — — — <br />`. I \ <br />\ LL HUB&TACK <br />MISC.� 1 I N� 361964-85 <br />RIM i <br />LIMIT OF GRADING IS E 1311536.38 <br />BO7T0 EAST SIDE OF EXISTING <br />FJ r: PAVED ROAD <br />POWER <br />- ' I POLE <br />* 2 1 -...: z <br />LIMIT OF GRADING IS <br />.TE ACCESS �_- ``\ a•""G SOUTH PROPERTY LINE <br />UND 5/8" REBAR„ 3�i b <br />CAP. L.S.#32441 u I r. , i o <br />5*OF CALC. �l :I'� I� F_ _ 336 �SC <br />SITION Ii, , <br />B&TACK <br />361702.1 <br />' E: 1311236.64 <br />FENCE CORNER IS G.: ± t <br />0 2'± E OF PROP_ C5N R <br />O z'± S <br />..'STOP` <br />,f O;. <br />H % '=tCE o2± E CANYON LUMBER CO. (LUMBER <br />CRCISS7S DROP. INE <br />;+ is ARTy1 YARD) I \ <br />/ 8S <br />3 DEMOLITION AND TESC PLAN l� <br />SCALE 1'=40' <br />RAILS & <br />TIES <br />p A13 <br />d9"589'20'O6"E 10'3.53' <br />\ � a <br />'t x <br />\ <br />►MN <br />WATER STORM s <br />PIPING 1 \ � i p G 1 <br />\` R <br />-I <br />100' <br />et \ i <br />3 ASPHALT <br />STORM <br />PIPING <br />STORM+- <br />,� �� I u <br />MANHOLE 35 \ '�� ? RE& AON <br />STORM <br />PIPING \ �I <br />Q HYDRANTS STORM STORM <br />MANHOLE'' 1 PIPI G <br />sratM <br />PIPING <br />\ <br />a \ AT <br />- - - - \ BASIN STORM <br />\ 1 PIPING <br />Q WATER 1 /� <br />PIPING <br />ti <br />LIMIT OF GRADING IS v 5 6 <br />EAST PROPERTY LINE <br />\ l <br />\' STORM <br />PIPING <br />4 <br />F \ Ilk <br />' CATCH <br />- - - -- I BASIN X <br />/ STORM <br />PIPING' <br />LEGEND <br />RiOPOBED FEATl1FE9- <br />® CATCH BASIN PROTECTION <br />__41-t,1-/ t>- SILT FENCE <br />DEMOLITION <br />- - - - - - SAWCUT LINE <br />- LIMITS OF DISTURBANCE <br />GENERAL NOTES <br />I. SEE SHEET CO.1 FOR PROJECT NOTES RELATED TO TESC AND <br />DEMOLITION. <br />2. ALL CATCH BASIN PROTECTION SHALL BE INSTALLED PER <br />DETAIL Cl/Cl 7 <br />3. SILT FENCING SHALL BE INSTALLED PER DETAIL C3/C1.7 <br />4. STOCKPILES SHALL BE LOCATED AS NECESSARY <br />CONTRACTOR TO PROVIDE PROTECTIVE SHEETING AT ALL <br />TEMPORARY MATERIAL STOCKPILE LOCATIONS TO PREVENT <br />SEDIMENT FROM ENTERING EXISTING STORM WATER SYSTEM <br />PLASTIC COVERING SHALL BE INSTALLED PER CITY OF <br />RENTON STANDARD PLAN 213.30. SEE DETAIL 02/C1.3. <br />5. CONTRACTOR TO PROTECT EXISTING FEATURES BEYOND THE <br />LIMITS OF WORK. <br />6. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND <br />NOTIFY PROJECT ENGINEER IMMEDIATELY IF THERE ARE ANY <br />DISCREPANCIES AFFECTING THE NEW CONSTRUCTION <br />7. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE <br />CLEANED THOROUGHLY AT THE END OF THE DAY, OR MORE <br />FREQUENTLY DURING WET WEATHER, IF NECESSARY TO <br />PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. <br />SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING <br />OR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A <br />CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING <br />WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN <br />THIS MANNER. STREET WASH WASTEWATER SHALL BE <br />CONTROLLED BY PUMPING BACK ONSITE, OR OTHERWISE BE <br />PREVENTED FROM DISCHARGING INTO DRAINAGE SYSTEMS <br />TRIBUTARY TO SURFACE WATERS <br />8. COORDINATE REMOVAL OF OVERHEAD POWER WITH INTERWEST <br />CONSTRUCTION. (360) 899-9628 <br />9. TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY COORDINATE <br />yE I WIITTHCICITY OF EVERETT REAL PROPERTY DIVISION. <br />I NOTES <br />NtMUVt hLAIUXL AJ NUILU. <br />PROTECT FEATURE AS NOTED. <br />SAWCUT TO SMOOTH UNYIELDING EDGE TO FULL DEPTH OF <br />PAVEMENT <br />4� CB PROTECTION <br />5� SHOULD FILTERRA UNITS BE INSTALLED PRIOR TO ONSITE WORK. <br />PROTECT CURB INLETS W/ FILTER FABRIC OR STRAW WATTLES <br />ACROSS THE CURB INLET OPENING SECURE W/ SAND BAGS <br />C AND UG E NC S RM PIPING <br />7 CAP WATER MAIN AT PROPERTY LINE <br />N <br />0 <br />5 <br />U <br />a e N <br />Z a o <br />J Z <br />w ; e <br />> <br />N <br />tA 0 E <br />_= <br />U X C <br />N <br />06 <br />_j L <br />W <br />7 <br />~ 3 <br />(1) W <br />VL <br />r Z <br />aw a a <br />L <br />i Ue <br />L' <br />� w <br />m <br />O <br />Z N <br />J W ., <br />U W <br />a` W <br />N Z <br />U m 0 <br />\' <br />CITY OF EVERETT <br />BMP ELEMENTS <br />l <br />(STORAGE YARD) <br />TESC BMP'S SHALL CONFORM TO CURRENT WSDOE STORMWATER <br />I <br />I <br />MANAGEMENT MANUAL FOR WATER IN WASHINGTON AS AMENDED <br />BY THE CITY OF EVERETT AND BY NOTES AND DETAILS ° <br />CONTAINED IN THESE PROJECT DOCUMENTS o <br />" <br />ELEMENT #1: PRESERVE AND MARK CLEARING UNITS w <br />�BMP <br />4 ? <br />C103: HIGH VISIBILITY PLASTIC OR METAL FENCE o <br />ELEMENT #2: ESTABLISH CONSTRUCTION ACCESS. <br />ACXSTE..o: uuE I <br />BMP C105: STABILIZED CONSTRUCTION ENTRANCE <br />BMP C106: WHEEL WASH <br />- <br />I <br />ELEMENT #3: CONTROL FLOW RATES <br />BMP C203: WATER BARS <br />\ <br />7 <br />I <br />f = z s �._ <br />ELEMENT #4: INSTALL SEDIMENT CONTROLS <br />BMP C232: SILT FENCE <br />ELEMENT #5: STABILIZE SOILS <br />BMP C120: TEMPORARY AND PERMANENT SEEDING <br />f� <br />BMP C121: MULCHING <br />BMP C123: PLASTIC COVERING <br />►•f N" <br />BMP C140: DUST CONTROL <br />ELEMENT #6: PROTECT SOILS <br />N <br />BMP C120: TEMPORARY AND PERMANENT SEEDING. <br />l ►�� ►Y <br />BMP C130: SURFACE ROUGHENING <br />=/ <br />ELEMENT #7: PROTECT DRAIN INLETS. <br />CAP & DECOMMISSION ON -SITE <br />►4 04 <br />BMP C220: STORM DRAIN INLET PROTECTION <br />NO UTILI Y PAINT FOUND/ <br />WATER UNE PRIOR TO SITE WORK <br />ELEMENT #8 STABILIZE CHANNELS AND OUTLETS NOT <br />€l. NO TRACER WIRE/ <br />„ � <br />"4 <br />APPLICABLE TO THIS PROJECT. <br />` ASSUMED INSTALLEC <br />!, <br />• <br />,. # <br />N I <br />R 'VEL p <br />ELEMENT #9: CONTROL POLLUTANTS <br />BMP C151: CONCRETE HANDLING <br />BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT <br />ce"Y& p+nc <br />BMP C154: CONCRETE WASHOUT AREA <br />( N PROR�CORNER <br />j <br />E <br />ELEMENT #10: CONTROL DEWATERING, SEE NOTES ON C1.2 <br />ELEMENT #11: MAINTAIN BMPS <br />_ <br />EE o�± a — eE1uc n. H <br />BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL <br />S8ab, ,•E a527j; <br />- - - --- <br />01 ' 6� z I <br />o _ <br />- <br />4' <br />LEAD (CESCL) <br />ELEMENT #11: MANAGE THE PROJECT. <br />BMP C150 MATERIALS ON HAND <br />`oaaNU LOT LINE <br />�Tt-- <br />-a'o" <br />BMP C162 SCHEDULING <br />L <br />ELEMENT #12: PROJECT LOW IMPACT DEVELOPMENT <br />FENCE CORNER IS 1.0'± N ! a <br />NORTH <br />BMP C200: INTERCEPTOR DIKE OR SCALE <br />& 11.1'± W OF PROP. CORNERi I <br />ELEMENT #13: PROTECT LOW IMPACT DEVELOPMENT BMPS <br />HORIZONTAL SCALE: 1'=40' <br />NOT APPLICABLE TO THIS PROJECT <br />40 0 40 80 <br />Z O <br />M O <br />�� <br />Q O r <br />W a,t M r <br />Ne u') (.0 O <br />U x <br />v <br />m a <br />a� Q _ <br />U) <br />W d Z Z <br />c Q r <br />w Q <br />Ld <br />EL 0 <br />Z <br />Q <br />Z EL <br />w `� <br />J <br />U z <br />Q <br />a:3 O <br />H- J <br />w i j <br />a Zww2 <br />n W , <br />SHEET NO <br />C1.0 <br />PROJECT NO M <br />177710 <br />