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GENERAL NOTES INFILTRA ON AND LID FACILfIIES PROTEC110N NOTES COM'. TESC NOTES CONT. TREE PROTEC110N NOTES � v � �
<br /> . 1 . U N L E S S O T H ERWISE INDICATED, ALL WORK SHALL CONFORM TO THE CIN OF 2. WHERE A ENDED SOILS, BIOREfENTION FACILITIES, POROUS PAVEMENTS, AND OTHER 16. THE ESC FACILITIES SHALL BE MAINTAINED UNTIL PERMANENT EROSION 1 . WHERE DRIP LINE OF EXISTING TREE EXTENDS BEYOND THE CRITICAL ROOT c� `g� �
<br /> EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR INFILTRATI N FACILITIES AR E I N S T A L L E D, T H E S E A R E A S M U S T B E P R O T E C T E D A T A L L C O N T R O L (R E V E G E T A T I O N W I T N T R E E S, S H R U B S, G R O U N D C O V E R, E r CJ I S Z O N E (C R Z), P L A C E T R E E P R O T E C T I O N F E N C I N G A T T H E D R I P L I N E. � � � a
<br /> DEVELOPMENT AND THE 2014 WASHINGTON STATE STANDARD SPECIFICATIONS TIMES FR M BEING COMPACTED. IF AREAS BECOME COMPACTED, REMEDIATE AND TILL IN PLACE STREET IMPROVEMENT PLANS, INCLUDING PERMANENT EROSION � 3 �
<br /> FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE STANDARD PLANS. SOIL IN A CORDANCE WITH OWNER'S GEOTECHNICAL ENGINEER REPRESENTATIVE CONTROL IN THE PUBUC RIGHT OF WAY, WILL BE PERMITTED SEPARATELY. 2. WHERE SOIL ABATEMENT AND PU+NTING SOIL REPLACEMEM OCCURS WITHIN
<br /> A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. REQUIREM�NTS AT NO ADDITIONAL COST TO OWNER IN ORDER TO RESTORE CONTRACTOR SHALL COORDINATE RIGHT OF WAY AND PRIVATE THE CRZ, NO MOTORIZED EQUIPMENT SHALL BE ALLOWED ON UNPAVED o � �
<br /> INFILTRATION. . � CONSTRUCTION AND MAKE SURE EROSION CONTROL FACILITIES ARE SURFACES. � � m w t
<br /> 2. A COPY OF THE APPROVED PIANS AND SPECIFICATIONS MUST BE ON SITE MAINTAWED. o
<br /> � WHENEVER CONSTRUCTION IS IN PROGRESS. 3. INSTALL FLOW DNERSION MFASURES OUTSIDE OF THE CRITICAI ROOT ZONE OF TREES 3. WHERE EXISTING PAVEMENT IS TO BE REMOVED WITHIN THE CRZ, NO
<br /> TO BE PROTECTED. AT NO TIME SHALL CONSTRUCTION STORMWATER BE DIRECTED AT 17. DESIGN, PREPARE AND OBTAIN PERMITS FOR TEMPORARY DEWATERING. MOTORIZED EQUIPMENT SHALL BE ALLOWED ON UNPAVED SURFACES.
<br /> 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK WITHIN TREES TO, BE PROTECTED. CONSTRUCTION STORMWATER SHALL NOT POND WITHIN A TREAT AND DISPOSE OF WATER FOR TEMPORARY DEWATERING IN PLANTING SOIL AND MULCH SHALL BE PROVIDED OV E R E X C A V A T E D A R E A.
<br /> TNE PUBLIC RIGHT-OF-WAY. TREE'S CRITICAL ROOT ZONE. ACCORDANCE WITH CITY OF EVERETT RE�UIREMENTS. REPLACE TREE PROiECTION FENCING AFTER OPERATIONS.
<br /> 4. PAVED SURFACES INCWDING ROADWAYS, SIDEWALKS, AND CURBS THAT ARE 4. NO STOCKPILING OF MATERIALS, VEHICUTAR TRAFFIC OR STORAGE OF EQUIPMENT 18. PROTECT STOCKPILES FROM WET WEATHER AND CONTAMINATION FROM 4. WHERE THE CRZ EXTENDS BEYOND THE PROPERTY LINE OR BEYOND THE �
<br /> DAMAGED BY NEW CONSTRUCTION ON SITE OR IN PUBLIC RIGHT-0E-WAY SHALL OCCUR WITHIN THE FOOTPRINT OF RNN GARDENS, PERVIOUS CEMENT OTHER SOURCES. PROVIDE DUST CONTROL MEASURES AND STOCKPILE DEMOLITION LIMITS, PLACE TREE PROTECTION FENCING UP TO AND ALONG ° �^
<br /> SHALL BE REPAIRED PER THE DIRECTION OF THE CI11' OF EVEREf! PUBLIC CONCREfE OR POROUS ASPHALT. PROTEC710N IN ACCORDANCC WITH APPROVED C--SWPPP. STOCKPILES THAT PROPERN LINE AND/OR LIMIT LWE. �
<br /> �
<br /> WORKS INSPECTOR. BECOME UNSUITABLE DUE TO LACK OF PROTECTION MEASURES SHALL BE a
<br /> PROPERLY DISPOSED OF AND REPIACED AT CONTRACTOR'S EXPENSE. 5. TREE PROTECTION FENCING TO BE IN PIACE BEFORE ANY WORK TAKES
<br /> 5. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT DISPATCHER PLACE ON SITE.
<br /> TWEN'iY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE �,S(,' NOTES 19. COORDINATE LOCATION OF SEDIMENT PONDS, TRAPS, PORTABLE PILTRATION
<br /> INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER TREATMENT SYSTEMS, INTERCEPTOR SWALES, AND OTHER ESC MEASURES 6. TREE PROTECTION FOR TREES TO BE SAVED WITH CRZ WITHIN OR ADJACENT
<br /> ACCESS BLOCKAGE. THE CONTRACTOR SHALL AL50 NOTIFY THE DISPATCHER OF 1 . CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY WITH IMPROVEMENTS AND CONTRACTOR'S OPERATIONS AND SEQUENCING. TO RIGHT-0E-WAY SHALL FOLLOW THE FOLLOWING PROCEDURES:
<br /> ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK. CITY OF EVEREff PUBLIC WORKS INSPECTOR PRIOR TO ANY EARTH DISTURBANCE. COORDINATE OUTLET DRAINS FROM SEDIMENT PONDS AND PORTABLE
<br /> FILTRATION TREATMENT SYSTEMS WITH EXISTING AND NEW IMPROVEMENTS. A. SPRAY OR SURVEY LINE OF IMPROVEMENTS OR PROJECT WORK.
<br /> 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED 2. CONTRACTOR SHALL PREPARE AND SUBMIT FOR PERMITTING AGENCY'S APPROVAL A z
<br /> BY FIELD SURVEY OR OBTAWED FROM AVAILABLE RECORDS AND SHOULD CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (C-SWPPP). THE 20. WHERE SEEDING FOR EROSION CONTROL IS USED, FAST GERMINATING B. LOCATE FENCE PER PIANS OR AS DIRECTED BY ARBORISL � �
<br /> THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARiLY C-SWPPP SHALL BE PREPARED IN ACCORDANCE WITH CITY OF EVEREfT STORMWATER GR4SSES SHALL BE APPLIED AT AN APPROPRIATE RATE SEE
<br /> COMPLETE. IT IS THE SO�E RESPONSIBILIN OF THE CONTRACTOR TO MANAGEMENT MANUAL THE CONTRACTOR SHALL SUBMIT FOR A WA. DEPT. OF SPECIFICATIONS FOR SEED MIX AND RATE OF APPLICATION. C. POLLOWING COMPLEfION OF PROJECT WORK, FENCE SHALL BE MOVED o � � $
<br /> INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILIN LOCATIONS SHOWN AND ECOLOGY �CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR SHALL MANAGE THE OUT TO THE CRZ, OR AS DIRECTED BY THE ARBORIST. _ ' "
<br /> '� TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON ECOLOGY � PERMIT FOR THE DURATION OF THE CONTRACT UNTIL PROJECT COMPLETION, 21 . WHERE STRAW MULCH FOR EROSION CONTROL IS USED, IT SHALL BE � ; n �
<br /> � WHICH MAY BE AFFECTED BY THE IMPIEMENTATION OF THIS PLAN. AT WHICH TIME, THE CONTRACTOR SHALL TRANSFER THE PERMIT TO THE OWNER. APPLIED AT A MINIMUM THICKNESS OF PNO INCHES. D. FENCES SHALL ONLY BE ADJUSTED TO OPEN UP SIDEWALKS AND SHALL `-' � � i� � e
<br /> REMAIN IN PLACE UNTIL THE IMPROVEMENTS WITHIN THE RIGHT-OF-WAY o � # # �
<br /> 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES 3. THE IMPL,EMENTATION OF THE EROSION AND SEDIMENT CONTROL (ESC) PLANS AND 22. INSTALL FLOW DIVERSION AND INTERCEPTOR SWALES AND/OR BERMS AND AND/OR AFFECiED PRIVATE LOT ARE COMPLETED. �
<br /> DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUN� UTILITIES THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND 11PGRADING OF THE TESC TEMPORARY CULVERTS IN ORDER TO PREVENT SHEEf FLOW ONTO POROUS _
<br /> LOCATOR SERVICE (1 -800-424-5555) AT LEAST 72 HOURS PRIOR TO FACILITIES IN COORDINATION WITH THE CONTRACTOR PREPARED C-SWPPP IS THE PAVEMENT AND BIORETENTION/RAINGARDEN FAGUTIES. IT IS ASSUMED THAT 7. WHEN WORKING WITHIN IHt lREE'S CRITICAL ROOT ZONE, AN ARBORIST �
<br /> CONSTRUCTION. RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVE� AND THE AREA SHEET FLOWING TO INTERCEPTOR SWALE IS STABILIZED AND NOT SHALL BE PRESENT.
<br /> SITE IS PERMANENTLY STABILIZE�. TURBID. IF STORMWATER IS TURBID, EXCEEDING WATER QUALITY
<br /> 8. THE CONTRACTOR SHALL ADJUST ALL EXISTING MAWTENANCE HOLE RIMS, RE�UIREMENTS, WATER SHALL BE DIRECTED TO SEDIMENT PONDS AND/OR
<br /> DRAINAGE STRUCTURE LIDS, VALVE BOXES. AND UTILITY ACCESS STRUCTURES 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAM TEMPORARY SEDIMENTATION pORTABLE FILTRATION TREATMENT SYSTEM AND TREATED PER CITY OF
<br /> TO FINISH GRADE WITHIN ARE4S AFFECTED BY THE IMPROVEMENTS. COLLECTIpN FACILITIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER EVERErr REouiReMENrs. SEINER AND STORM DRAINAGE NOTES
<br /> _ '� THE PUB IC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED
<br /> � 9. UTILITY SERVICE-CONNE�TIONS ARE--TO BE MAINTAINED�� BY PARKS.��- -�-- (SEA$ON L) CONDITIONS DICTATE-, MORE SILTATION CONTROL FACILITIES MAY BE 23. THE ESC MEASURES SHOWN ON THE PLANS ARE FOR PERMITTING - 1 . THE SANITARY- SEWER ANDSTORM DRAINAG�SYSTEM SHALL BE . .
<br /> � RE�UIRE� TO ENSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTED ACCORDING TO THE APPROVED DRAINAGE CONTROL PLAN IN � � �
<br /> I� 10. THE CONTRACTOR SHALL PROVIDE FOR ALL COMPACTION TESTS REQUIRED BY DURING HE COURSE OF CONSTRUCTION IT SHALL BE THE 08LIGATION AND MEANS AND MEiHODS AND SEQUENCING OF ESC MEASURES AND ENSURING THE APPROVED BUILDING PERMIT PLAN SEf, WH�CH IS ON FILE WITH THE O
<br /> THE CIiY OF EVERETT PUBLIC WORKS INSPECTOR. RESPONSBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY WATER qUALITY RE�UIREMENTS ARE MEf. CITY OF EVEREff PUBLIC WORKS DEPARTMEM. ANY DEVIATION FROM THE r /1
<br /> BE CRE4 ED BY HIS/HER ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES THAT APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF � . Z
<br /> 11 . BACKFlLL MATERIAL SHALL MEET CITY OF EVERETT DESIGN AND CONSTRUCTION MAY BE EEDED TO PROTECT ADJACENT PROPERTIES. EVEREiT PUBLIC WORKS DEPARTMENT AND THE OWNER"S REPRESENTATNE.
<br /> STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY OF � O
<br /> EVEREff PUBLIC WORKS. 5. THE ESC FACILITIES SHOWN ON THE PIANS AND APPROVED C-SWPPP MUST BE EARTFiWORK AND GRADING NOTES 2. A COPY OF THE APPROVED DRAINAGE CONTROI PLANS MUST BE ON THE W
<br /> CONSTR TED IN CONJUNCTION WITH ALL DEMOLITION, CLEARING, AND GRADING JOB SRE WHENEVER CONSTRUCTION IS IN PROGRESS. � � Q
<br /> , 12. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT OF WAY ACTNITIE , AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER 1 . NONCOMPLIANCE WITH EROSION CONTROL REQUIREMENTS, WATER QUALIiY a
<br /> �' WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF EVERETf PUBLIC DOES N LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM, OR VIOL4TE APPLICABLE REQUIREMEN7S, AND CLEARING LIMITS MAY RESULT IN REVOCATION OF 3. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AN� IN �
<br /> '� WORKS ANU PARKS. IT SHALL BE THE GONTRACTOR'S RESPONSIBILIN TO WATER 5 ANDARDS. PROJECT PERA�ITS, PLAN APPROVAL. AND BOND FORECLOSURES. OPERATION PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACING UNLES$ � O �
<br /> � COORDINATE AND SCHEDULE APPROPRIATE MSPECTIONS, ALLOWING PROPER OTHERWISE APPROVED BY THE CI1Y OF EVERETf PUBLIC WORKS
<br /> j ADVANCE NOTICE. THE INSPEC70R MAY REQUIRE RECONSTRUCTION OF ITEMS 6. DURING HE CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL BE MAINTAINED AND Z. PRIOR TO ANY WORK INCWDING GROUND DISTURBANCE, THE CONTRACTOR DEPARTMENT AND THE OWNER'S REPRESENTATIVE.
<br /> I THAT DO NOT MEET GTY OP EVERETT STANDARDS OR THAT WERE UPGRAD � (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES, PORTABLE TANKS AND SHALL CONTACT CIN OF EVEREff PUBLIC WORKS TO SCHEDULE A � z Z
<br /> � CONSTRUCTED WITHOUT WSPECTION. ANY RECONSTRUCTION SHALL BE AT PRE-CONSTRUCTION MEEfING. 4. CATCH BASIN STRUCTURES PER CITY OF EVEREff DESIGN AND
<br /> ��, SILT FEN ES, EfC.) IN COORDINATION WITH THE CONTRACTOR PREPARED C-SWPPP CONSTRUCTION STANDARDS AND SPECIFICATIONS.
<br /> � CONTRACTOR'S EXPENSE AS NEEDI D SO AS NOT TO VIOL4TE APPLICABLE WATER STANDARDS. 3. PRIOR TO ANY SITE CONSTRUCTION (WHICH INCLUDES CLEARING/LOGGING, Z � �
<br /> �I 13. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE TRAFRC CONTROL �. STABILIZ �D CONSTRUCTION ENTRANCES AND WASH PADS AT ALL CONSTRUCTION SITE DEMOLITION, OR GRADING THE SITE), CLEARING LIMITS SHALL BE LOCATED 5. PROVIDE A MINIMUM OF 20% SLOPE ON ALL DRAINAGE AND DOWNSPOUT �/
<br /> I STANDARDS FOUND IN THE CIN OF EVERETT DESIGN AND CONSTRUCTION EXITS S ALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAWTAWED AND FIELD IDENTIFlED BY THE CONTRACTOR'S SURVEYOR. CONNECTION LINES, UNIESS NOTED OTHERWISE. LL � Z
<br /> �'� STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT. A TRAFFIC CONTROL PIAN, FOR TH� DURATION OF THE PROJECT. ADDITIONAI MEASURES AT CONTRACTOR'S
<br /> ' APPROVED BY THE CIiY OF EVEREff PUBLIC WORKS DEPARTMENT, WILL BE EXPENSE,I MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLFAN 4. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF � O � C�
<br /> I�I REQUIRED PRIOR TO ISSUANCE OF PERMIT. FOR THE DURATION OF THE PROJECT. EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR � Q
<br /> oEVE�oaMENr. LAYOIJT AND EITA NOTE Q �
<br /> �' 14. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR ANY EXISTING UTILIN g, NO SEDI�AENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES � 7
<br /> LINES AND/OR WITHIN TREE CRITICAL R00T ZONES. SEDIMENt SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE 5. COMPACTION OF FILLS/AGGREGATES SHALL BE AS IND�CATE� IN THE AN AUTOCAD� 2010 FlLE (W 2D) WILL BE PROVIDED TO THE CONTRACTOR FOR L
<br /> 15. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION HAUL ROUTES TO Cltt OF SITE. IN ITHE EVENT OF FAILURE OF THE EROSION CONTROL SYSTEM RESULTING IN SPECIFICATIONS. HORIZONTAL LAYOUT OF CIVIL UTILITIES (STORM, SEWER, AND WATER), GRADING W
<br /> EVERElT PUBLIC WORKS DEPARTMENT PRIOR TO CONSTRUCTION. SEDIMENt BEING TRACKED ONTO PAVED SURFACES, THE CONTR4CTOR SHALL CONTOURS, STRIPING, LANDSCAPING, AND SPOT ELEVATIONS AND/OR PAVING �
<br /> IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, AND VACUUM STREEf 6. APPROVAL BY CITY OF EVEREff OF THE DRAINAGE AND EROSION CONTROL WALKS, DRIVES, CURBS SHOWN ON PLAN VIEW OF THE LANDSCAPE AND CIVIL
<br /> '��� i6. ESTABLISH HORIZONTAL BASELWES AND OFFSEf LWES PARALLEL AND SWEEPING SHALL BE EMPLOYED ON AN EMERGENCY BASIS. IF VACUUM STREET PLANS DOES NOT INCLUDE APPROVAL OF THE GRADWG ACTIVITIES SHOWN � �
<br /> SWEEPING VEHICLES ARE UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY HEREIN. GRADING ACIIVIiIES WITHIN THE RIGHT-OF-WAY REDUIRES A SHEEfS. PRIOR TO RELEASE OF AUTOCAD FILE. CONTRACTOR WILL 9E REOUIRED
<br /> �� PERPENDICULAR AS INDICATED FROM THE EXISTING CONTROL POINTS SEf BY REMOVES THE SEDIMENT FROM THE PAVEMENT. WASHING OF THE STREEfS WILL NOT PERMIT FROM CIiY OF EVEREff. GRADWG ACTIVITIES ON ADJACENT TO SIGN AN ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) FORM PROFESSIONALSTAMP
<br /> ��� OWNER. VERTICAL CONTROL IS RELATIVE WITHIN THE WORKSITE. ESTABLISH gE ALLOWED WITHOUT PRIOR CIIY OF EVERETT PUBLIC WORKS DEPARTMENT PROPERTIES REQUIRES WRITTEN APPROVAL BY THE ADJACENT PROPERTY FROM SvR DESIGN COMPANY. PLEASE NOTIFY PROJECT CONTACT AT SvR DESIGN
<br /> '� SPECIFIC VERTICAL RELATIONSHIPS PRIOR TO STARTING WORK. ESTABLISH A qppROVAL. OWNER. COMPANY AT (206) 223-0326 FOR A COPY OF THE EITA FORM.
<br /> � MINIMUM OF TWO VERTICAL CONTROL POWTS AND MAINTAIN THEM THROUGHOUT
<br /> THE PROJECT. THE BASELINES AND OFFSET LWES ARE TO BE ESTABLISHED g. ALL ESC FACILITIES SHALL CONFORM TO THE BEST MANAGEMENT PRACTICES LISTED IN 7. GRADING AND ExPOSED SOILS MUST BE STABILIZED BY OCTOBER 15TH
<br /> � AS SHOWN ON THE PLAN. VOLUME 11 OF THE CIN OF EVERETT STORMWATER MANAGEMENT MANUAL. AND NO EXCAVATION W BE PERFORMED BETWEEN OCTOBER 31ST AND
<br /> � �, APRIL iST UNLESS CONTRACTOR HAS OBTAINED WRITiEN APPROVAL FROM
<br /> 0 � 17. NOTIFY THE ENGINEER AND CONSUITANT OF HORIZONTAL OR VERTICAL THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT.
<br /> DISCREPANCIES IMMEDIATELY. DO NOT PROCEED WITH WORK WHICH MAY �0. NO EXPOSED EARTH SHALL REMAIN UNSTABIL2ED FOR MORE THAN 7 DAYS FROM
<br /> � RESULT IN ACCUMUL4TED ERROR. MAY 1ST TO SEPTEMBER 30TH. FROM OCTOBER iST TO APRIL 30TH NO ExPOSED
<br /> � EARTH $HALL REMAIN UNSTABILIZED FOR MORE THAN 2 DAYS. STABILIZATION OF 8. MATCH EXISTING GRADES AT EDGE CONDITIONS AND PROVIDE SMOOTH
<br /> Q EXPOSEf� EARTH SHALI BE WITH APPROVED TESC MEiHODS (LE. SEEDING, MULCHING, TRANSITION.
<br /> Z � 18. NOTIFY THE ENGINEER AND CONSULTANT OF L4YOUT DISCREPANCIES WITH NETTING � EROSION BIANKETS, COVERING, ETC.) IN COORDINATION WITH THE
<br /> � ELEMENiS TO REMAIN AND PROPOSED ELEMENTS. DO NOT PROCEED WITH '� 9. SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM THE BUILDINGS DRAWNBY KA
<br /> Q � WORK WHICH MAY RESULT IN ACCUMULATED ERROR. CONTRAC�TOR PREPARED C-SWPPP. FOR AT LFAST TWO FEEf ON ALL SIDES OF THE BUILDING UNLESS NOTED CHECKEDBV &1M.TvS,MRS
<br /> � OTHERWISE.
<br /> � 19. CONTRACTOR SHALL STOCKPILE AND REUSE EXISTING SITE CONCRETE AND > > � NO SEDI ENT SHALL BE ALLOWED TO ENTER ANY CATCH BASIN WITHIN THE SITE, OR DATE: BA1/2014
<br /> ADJACE T PROPERTIES. IN THE EVENT OF A FAILURE OF THE ESC PLAN THAT
<br /> �- ASPHALT AS NOTED ON THE PLANS. ANY MATERIALS IN EXCESS OF WHAT IS RESULT W SEDIMENT ENTERING A CATCH &4SIN, THE CONTRACTOR SHALL REMOVE 10. CONTR4CTOR SHALL PERFORM ALL WORK WITHW THE TREE PROTECTION ISSUE� FOR:
<br /> W NEEDED IN TIIC CONTRACT DOCUMENTS SHALL BE DISPOSED OF OFF SITF AT ALL SU H SEDIMENT IMMEDIATELY. ZONE/CRITICAL ROOT ZONE IN ACCORDANCE WITH THE PLANS AND NOTES.
<br /> s' � THE CONTRACTOR'S EXPENSE. BID SET
<br /> o W 12. DISTURB D SOILS THAT ARE EXPOSED TO SURFACE RUNOFF SHALL BE STABILIZED 11 . BOTTOM OF WALL REFERS TO THE FINISH SURFACE GRADE AT THE BASE
<br /> �� � WITH ESC MEASURES. REVISIONS:
<br /> OF THE WALL CONTRACTOR TO SEE STRUCTURAL PLANS FOR ADDITIONAL v�Q' �r�y, � o,Nn$y�� Q
<br /> e � � INFILTAAl10N AND LID FACILff1ES PROTECTION NOTES I DEPTH REQUIREMENTS FOR FOOTING/SUBBASE AND TO PROVIDE ADE�UATE �� �, �, g � -
<br /> 13. THE ES FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND COVER OVER FOUNDATION. - . _ 6
<br /> ` �� d 'i 1 . REDIRECT SHEEf FLOW, BLOCK DRAIN INLEfS AND/OR CURB OPENINGS IN MAINTAI�ED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. PLA N A PP � �I.) / 7 � e
<br /> '�� M1 �,j ' PAVEMENT AND WSTALL FLOW DNERSION ME45URE5 TO PREVENT I 12. COORDINATE FWE GRADING FOR SURFACE DRAINAGE WITH LANDSCAPE - Y� ��T�� � _
<br /> s� -:- �j CONSTRUCTION SILT LADEN WATER AND DEBRIS FROM ENTERING EXCAVATIONS 14. CATCH QASINS IN THE STREET SHALL BE INSPECTED BY THE CONTRACTOR DAILY. INSTALLATION. FWE GRADING FOR SURFACE DRAINAGE SHALL OCCUR PRIOR � SENVI `� 'q1UL �� �\� e
<br /> ',�. > m AND FINISH SURFACES FOR RAIN GARDENS, BIOREfENT�ON FACILITIES, AND WATER 'LEAVING THE SITE DURING CONSTRUCTION, INCLUDING WATER CARRIED BY TO PLANTING AND MULCHING. GR4DE TO PROVIDE POSITIVE DRAINAGE AWAY a� `N� 'f'
<br /> euc womcs
<br /> TRUCKS SHALL BE CLEAN. THE CONTRACTOR SHALL CLEAN CIN CATCN BASINS AND FROM BUILDINGS AT BOTH SUBGRADE AND FINISH GRADE. Exw .. ocv+�_menr On oc REwEw �
<br /> � % o POROUS PAVEMENTS. � n ueuc wm�n. vcaMn ts nepi,�xeovpqe Q7
<br /> ; � M IMPLEM6NT EXTRA SEDIMENTATION CONTROL MEASURES IF NECESSARY AND AS ro srum�c .�nr w�srxucr�u„ a�+ na pLEASE CALL 811
<br /> " �; r' DIRECTEp BY THE CIlY OF EVERETT INSPECTOR AT NO ADDITIONAL EXPENSE TO 13. FINISHED GRADING. PINE GRADE BEDS TO CONTOUR LINES AND GRADES °j ��9f� rxaea. nanxovu run ixis Famca is �
<br /> OWNER. � SHOWN ON DRAWINGS. ALLOW ROOM IN PLANT BEDS FOR MULCH AND coxoinoHn� rcn cunrtenr s�<xoexos 3 Workln DB 8
<br /> m � . ���C�� .1H�FXPIP[5 UNIc:.:PEflMR � �
<br /> i OTHER LANDSCAPE MATERIALS - COORDINATE WITH IANDSCAPING PLANS. �on coNsraucnon xes eeen issueo BEFORE YOU DIG ow�. No.
<br /> a ,v Ur II 15. THE ESC FACILITIES ON INACTNE SITES SHALL BE INSPECTED AND MAINTAINED DAILY FINE GRADE SOIL TO MAKE SMOOTH AND EVEN FINISH GRADE AND REMOVE G1 .0
<br /> AND W1�1-IIN 24 HOURS FOLLOWING A STORM EVENT. ALL EXTRANEOUS MATTER.
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