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LEGEND GENERAL TESC NOTES GENERAL TESC NOTES
<br /> A • CONTINUED CONTINUED
<br /> C \ r DPE SURFACE FLOW DIRECTION
<br /> - ! PIPE FLOW DIRECTION T0. ANY AREA STRIPPED OF VEGETATION,INCLUDING 19. STATIONARY EQUIPMENT CONTAINING MORE THAN 55
<br /> 1 - \� W _. EXCAVATION EMBANKMENTS,WHERE NO FURTHER WORK GALLONS OF OIL/FUELS NEEDS SECONDARY
<br /> I W ��TEMPORARY ASPIW.T DERV 5 ANTICIPATED FOR A PERIOD OF TIME OF 7W0(2) CONTAINMENT.
<br /> .
<br /> -LIMITS-GRADING UNITS DAYS SONAR WET SEASON(FROM OCTOBER 1 THROUGH
<br /> - _- INSTALL TEMPORARY/ - LAPRIL 30)AND SEMEN(7)DAYS DURING DRY SEASON 20. STATIONARY EQUIPMENT LOCATED WITHIN 25 FEET OF A
<br /> STORM DRAIN INLET CATCH BASIN OR ON UNPAVED AREAS NEEDS
<br /> I ` -�PROTECTION 1 I.-...-. (FROM MAY I TO SEPTEMBER 30),SHALL BE
<br /> GENERAL TESC NOTES IMMEDIATELY STARNZED WITH THE APPROVED TESC SECONDARY CONTAINMENT.
<br /> -- METHODS APPLICABLE FOR THE SUBJECT OF THE YEAR
<br /> W I. EROSION MD SEDIMENT MOBIL MEASURES SHALL BE (E.G.SEED S,MULCHING,NETTING,EROSION&INKETS, 21. PORTABLE SANITARY FACILITIES SHALL BE LOCATED AT
<br /> A INSTALLED PRIOR TO ANY EARTH DISTURBING PLTMIY. SAND SNBILIU7pN ETC) LEAST 25 FEET FROM ANY STORM SEWER INLET OR
<br /> ----- WATER BODY AND SHALL BE SERVICED REGULARLY AS
<br /> L- -- - I 2. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION 11. TIRE TESC FAgUITES AT INACINE AREAS OF TIRE SIZE NEEDED.
<br /> CONTROL(TESC)PLAN DOES NOT CONSUME AN SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF Y2 THERE SHALL BE NO WASHOUT CONCRETE AREA ON
<br /> APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN ONCE A WEEK OR WITHIN 46 HOURS FOLLOWING A BOEING SITE,EXCEPT IF AUTHORIZED BY BOEING
<br /> (E.C.SIZE AND LOCATION OF ROADS.APES. STORY EVENT.
<br /> INSTALL TEMPORARY RESTPoCTORS,CHANNELS,RETENTION FACILITES.
<br /> I -. EFMRONMEMAL AFFAIRS.IF AUTHORIZED THOSE
<br /> STORM DRAIN INLET - WASHOUT SHALL BE SUCH AS THE EW-PAN WASHOUT
<br /> -BO PROTECTION UTILITIES...) 12. CATCH BASIN INSERTS SHALL BE PROHDED AND
<br /> CONTAINMENT SYSTEM AND SERVICED ADEQUATELY.
<br /> PROPERLY MAINTAINER IN ALL E%ISYNG AND NEW CATCH
<br /> © 3. THE IMPLEMENTATION OF THIS TESC AND THE BASINS WITHIN THE CONSTRUCTION LIMITS.AT NO TIME
<br /> _© L ---- CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND SHALL MORE THAN 6 INCHES OF SEDIMENT BE ALLOWED REFERENCE DRAWINGS
<br /> Vin,—,. m—�—,z . ___ UPGRADING OF THESE TESC PLAN FACTURES IS THE TO ACCUMULATE WITHIN A CATCH BASIN.AU.CATCH
<br /> ,� RESPONSIBILITY UNTIL ALL BASINNES SHALL BE CLEARED
<br /> S AND
<br /> oCTPar PRIOR TO PLACING a o PAVEMENT. E CONSTRUCTION NOTES
<br /> CLEARING OPERATION SHALL NOT RUSH
<br /> LDPE ✓�. 4. IF INSTALLATION OF SILT FENCE IS NOT POSSIBLE ON SEDIMENT-UDEN WATER IMO DONNSTREPM SYSTEM.
<br /> re. .n PANED AREAS,CONTRACTOR SHALL IMPLEMENT SWEEP DAILY(TIP)
<br /> ALTERNATE EROSION MO SEDIMENT CONTROL MEASURES 13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE ©EXCAVATION UNITS(TM)TO CONTROL SEDIMENT. WSALLED AT THE BEGHNING OF CONSTRUCTION MD
<br /> INSTALL TEIAPoFANY INSTALL TEMPORARY MORTARED FOR THE DURATION OF THE PROJECT. ©TEMPORARY ASPHALT BERM AS NECESSARY
<br /> 11111 Ell BEGP
<br /> STORM DRAIN INLET INSTALL
<br /> DRAIN INLET(---1 1 5. THE BOUNDARIES OF THE CONSTRUCTION MARS SHOWN ADDITIONAL MEASURES MAY BE REWIRED TO INSURE
<br /> PROTECTION 'PROTECTION C501--03 ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE MANAGEMENT OF STORMWATER THAT CONTACTS PCB
<br /> FIELD PRIOR TO CONSTRUCTION.DURING THE DURATION OF THE PROJECT. CONTAMINATED SOIL REQUIRES HOLDING THIS WATER IN
<br /> IF t:,fl•Li CONSTRUCTION PERIOD,NO DISTURBANCEAND/OR TAINS AND TESTING PRIOR TO DISCHARGE TO THE
<br /> Q I - _ / SANITARY SEWER.CONTRACTOR TO LOCATE HOLDING
<br /> MATERIAL/EQUIPMENT STAGING SHALL BE PERMITTED 14. WHERE SEEDING IS REWIRED AS A TEMPORARY TANKS IN MOST APPROPRIATE PLACE ON SITE
<br /> 1 .11•• BEYOND THE RAGGED CONSTRUCTION LAMAS.THE STF'RUZATION,FAST GERMINATING GRASSES SHALL BE PROJECT SITE SUPERVISOR
<br /> x I Hi-.:
<br /> .t- - "� FLAGGING SHALL BE MAINTANED BY THE CONTRACTORAPT IED AT AN APPROPf6NE PATE(E.G.NLNLUL OR
<br /> 'I1111 . `'( FOR THE DURATION OF CONSIHIICTNIN. PERENNW.RYE APPLIED AT APPROXIMATELY 80 LBS/
<br /> _ ) TBO
<br /> 6. THE CONTRACTOR SHALLPROVIDEPNDMVMAINu I ® \ TEMPORARY SEDIMENTATION FACILITIES TO ENSERE THAT 15. SCRAPING AND SWEEPING OF STREETS,SIDEWALKS ANDCESCL FOR PROJECT
<br /> SEgMEM-LADENWATERDOESNDiENIFRTI1ENATURALROYNNES MUSE DE CONDIK:TED AT THE END ON TACH
<br /> C�klOfl PUBLIC DPNNAGE MTEAI. WOi I(OAR WITH A VPLWM SWEEPER qR OTHERgMPROYEDMEANS. TAO
<br /> _ 1 7 THE TESC FACILITIES REFERRED ON THIS PUN ARE THE
<br /> + SLDP <�N ',� MINIMUM REQUIREMENTS FOR A ON THISS SIZE 16. THE ROLE TBTPRSIWL IM ER FRO LINEAR RUN-ONCONDITIONS.AS CONSTRUCTION PROGRESSES AND CONTROLS TO PREVENT WATER FROM ENTERING THE
<br /> UNEXPECTED- SILTATION CCONTROLONAL)FACILITIES(EGA ADDIBOWAL S DICTATE,SUMPE LONSIRUCTION AREA 4PUMPS RELOCATION OF DDCHES...ETC)MAY BE 17. PROCESS WATER,SUCH AS WATER USED IN CONCRETE
<br /> LIMITG—LIMITS—LIXIi9—LIMITS'-'\ REWIRED TO ENSURE COMPLETE SILTATON CONTROL OF WORK OR PUMPED FROM A TRENCH AFTER A PAW
<br /> ACONSTRUCTON,TTHEECONTOIRNSADDRESS T. TO AN APPROPRIATE
<br /> DUCHIARGED TO THE
<br /> SPOSLLRCHARGEDORNEWCONDITIONSTMAYDETEDSTN.ICTI6.DPE / � + / ADJACENT PROPERTIES.THE CONTRACTOR SHALL UPDATE DEPARTMENT OF ECOLOGY STORMWATER MANUAL FOR
<br /> I. .T / ■- , THE SWPPP ACCORDINGLY. WESTERN WASHINGTON,APRIL 2005'FOR ANY EROSION
<br /> *%'--- ---"-�\4 AND SETNMFMATION CONTROLS.THE FWLOWIMG USI
<br /> B. IF NECESSARY FOR SEDIMENT CONTROL,THE CONTAINS SOME COMMON BEST MANAGEMENT PRACTICES
<br /> 150 U FILTER FABRIC Z CONTRACTOR SHALL DESIGN MD CONSTRUCT SEDIMENT (BM°5),BUT ARE NOT MATTED TO THE ONES USIED
<br /> r441•/. / ^\ � TRAPS AS REQUIRED BY AND IN ACCORDANCE W91H CITY BELOW.
<br /> /� 65 V FILTER FABRIC/ L ,� -SILT FENCE
<br /> n SILT FENCE C501NS\\ OF EVERETT ENGINEERING DESIGN&STRUCT EM A. BLIP C103 HIGH YUSIWEDY PLASTIC FENCE
<br /> _ J STANDARDS(EDDS)MANUAL. B. AMP C123:PLASTIC COVERING
<br /> / TN1te!LSM1+� C. BNP C203:WATER BARS
<br /> L 15`+�15101R +',i N /9. THE TESC FACILITIES SHALL BE INSPECTED ONLY BY THE D. BMP C220:STORM DRAIN INLET PROTECTION
<br /> — t ` CONTRACTOR AND MAINTAINED AS NECESSARY TO E BMP C233:SILT FENCE
<br /> T@-LIMITS---'LINIr��• •-" _+ \ ENSURE THDR CONTINUED RUNCTIONINC.
<br /> �' + + +
<br /> /
<br /> _% �.\ -
<br /> _ -� 400 U FILTER FABRIC SILT n A, /
<br /> -- FENCE(150 LF THIS SHEET)C501-05 ��`--� *U'
<br /> ..
<br /> j CONCRETE RETAINING v __Y.. , .
<br /> WP11 ` i
<br /> ri '/ ISSUE FOR CONSTRUCTION DAVIDO CONSULTING GROUP,INC.
<br /> D ICI.ISAIIIeA,,O.Fitt:Whidbey Office:
<br /> PARTIAL PLAN 0 9.27.13ow,m w 20 10 0 10 20 40
<br /> SCALE:1'=DO' N
<br /> SCALE:1:20
<br /> A AN MIL 1)19 PAY'JIfM EBNIWN 'WI139351 OCG/N 20 9.27.IJ CO MIS011 M °w �¢Fr''''''',11..
<br /> tr,, ACCEPTABILITY X.DM '27.IJ uennA am AI T3I A�rz
<br /> W `b AC pEPTy ALIT Y O.9. ENLARGED TESC PLAN WI739353 m A 9.27.13
<br /> BOFA' • � A.A� . 6° °.,7.13 ,' C3-04 B
<br /> qy"6,,,_ ` 415 °"" SITE 40-YD '. I.
<br /> '"""L ° CML MASTER EVERETT,WA AMS. 40-YD-C3-04
<br /> (PMR SPAM EL 10-11.150.01.
<br />
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