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STEEL POST � EROSION CON TROL N OTES:
<br /> � DISTURBED AREA 2'
<br /> � 1. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE
<br /> FILTER FABRIC ON 2"x4" 14 REPIACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILIlY OF APPLIED AT A MINIMUM THICKNESS OF 2 INCHES.
<br /> GAGE WELDED WIRE FABRIC � Z 3 TYP ^ Z THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED.
<br /> NEWLY GRADED ON - � 1 � r- � 13. THE CONTRACTOR SHALL DESIGNATE A PERSON TO BE TESC SUPERVISOR. THE TESC
<br /> DISTURBED SITE 00 - — w — — 2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY SUPERVISOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REVIEW OF TESC
<br /> o \� \� \��` Z \ \� \� \� \� \���� FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD MEASURES AND FOR COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO TESC.
<br /> � � ������ � �- � � /��//��/%������/�������� NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE � THE TESC SUPERVISOR MUST BE AVAIIABLE FOR RAPID RESPONSE TO TESC PROBLEMS.
<br /> �� .�� . -i �- `t 3 NP' y ,//• !�•� //���� FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACTOR WILL PROVIDE THE PUBLIC WORKS INSPECTOR THE NAME AND PHONE
<br /> N =-L�� � 2 CONSTRUCTION. NUMBERS TO REACH THE TESC SUPERVISOR AT ALL TIMES.
<br /> _ - -�,:�_�I =
<br /> 3. THE TESC FACILITIES SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO ALL 14. SHOULD TESC MEASURES NOT BE PROPERLY INSTALLED AND MAINTAINED, THE PUBLIC
<br /> 8�� �� I 3 INTERCEPTOR DITCH DETAIL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT WORKS DEPARTMENT MAY STOP ALL WORK NOT PERTAINING TO THE CORRECTION OF
<br /> BACKFILL AND � � SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE TESC PROBLEMS UNTIL TESC IS RETURNED TO THE PROPER OPERATION.
<br /> COMPACTED C1 .3 NOT TO SCALE APPLICABLE WATER STANDARDS.
<br /> SECTION A-A 15. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,
<br /> NON-WOVEN SPUNBOUND WIRE RINGS TYPICAL 4. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION
<br /> FILTER FABRIC - MIRAFI � � ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC OF CLEARING AND GRUBBING OPERATlONS.
<br /> 100X OR ENVIROFENCE A 2"x4" 14 GAUGE WELDED FACILITIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATIONS OF DITCHES
<br /> WtRE FABRIC ,� AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 16. NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL
<br /> ��� WHERE POSSIBLE.
<br /> � _ 5. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED
<br /> � � AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 17. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN A
<br /> \ �� � - —� SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS
<br /> V � � IV •
<br /> ��_�i 6. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL
<br /> I�I � � r � � r � FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY FOR EROSION HAS PASSED.
<br /> I�I J I�I � � I�I � STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, NETTING,
<br /> —' EROSION BI�ANKETS, ErC.) 18. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED
<br /> IVI IVI IvI MONTHLY, OR FOLLOWING EACH RUNOFF PRODUCING STORM, TO ENSURE PROPER
<br /> PLAN 7. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
<br /> ��I � - �'� � ��� � �11�1� '"-���'�� �� ���� SOLID LID, RING AND ADDRESSED WITHIN FIF7EEN (15) DAYS.
<br /> � '� I � ' COVER SET 1 ' ABOVE 19. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR
<br /> I I I I I II � SURROUNDING GRADE 8. THE TESC FACILITIES ON INACTIVE SITES SHALL BE MAINTAINED A MINIMUM OF ONCE A LOCATION OF PERMANENT PIPES, RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN
<br /> N MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. APPROVAL OF EROSION AND SEDIMENT CONTROL �MPS ONLY.
<br /> II II I I II ELBOW 20. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS
<br /> 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION
<br /> STEEL POSTS BURY BOTTOM OF FABRIC 12"� PVC WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
<br /> 6'-0" O.C. MATERIAL IN 8"X12" TRENCH ACCESS � 1� MIN CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED.
<br /> ELEVATION LADDER LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br /> 21. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,
<br /> 1 FILTER FABRIC FENCE 10. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE AVAILABLE, AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST.
<br /> BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS
<br /> C1 .3 NOT TO SCALE z I I -- ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE BEFORE THEY LEAVE THE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION
<br /> � KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RCW 46.61 .655). DURING THE ENTRANCES. CONSTRUCTION VEHICLE TRACK—OUT IS A MAJOR SOURCE OF DUST AND
<br /> ' TIME PERIOD OF OCTOBER 1 THROUGH MARCH 31 , ALL PROJECT DISTURBED AREAS ANY EVIDENCE OF TRACK—OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF
<br /> � z GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE ECOLOGY OR THE PUGET SOUND AIR POLLUTION CONTROL AGENCY.
<br /> a a D0 0�o � THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: 22, E�/ERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY
<br /> � EXIST GRATE _� ;� MULCH, SODDING, BONDED FIBER MATRIX, OR PLASTIC COVERING. THE COVER AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE
<br /> I MATERIAL NECESSARY TO COVER ALL DISTURBED AREAS INSIDE THE CLEARING LIMITS PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH SAFETY AND
<br /> LIFTING RODS SHALL BE ON—SITE BETWEEN OCTOBER 1 AND MARCH 31 . SPACE CONSIDERATIONS).
<br /> (1 EA SIDE) 12"� PVC z 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING
<br /> � 2% MIN � GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G., ANNUAL OR PERENNIAL
<br /> �:::::::::::::::::::�:::::::::�::::�:::::::::::::::�:::::_::::: �r- RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE).
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<br /> c~i� � . o � \/�\/�\//\//\/�\/�\//\/�\ A PUBltC WORKS PERMR IS REQUIREDPRIOR
<br /> TO STAftTING AN1/ CONSTRUC7tON ON TNIS
<br /> PROIECT: APPROVAI FOR THI� PROJECT iS
<br /> O ,' CITY EtVGINEER C
<br /> � SECTION CONDITIONAL PER CURRENT ST,4NDARDS
<br /> AND EXPIRES U'vt_ESS PERMIT
<br /> fOR CONSTRUCTION HAS BE_N ISSUED
<br /> � 2 CATCH BASIN SEDIMENTATION CONTROL
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<br /> EARLY ROADWAY AND UTILITIES BID PACKAGE 13
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<br /> PROJECT ENGINEER: SCALE:
<br /> o • . . _ �°` ,�N. K y H. KUYPER 1 "=50� PORT OF EVERETT DWG. No.
<br /> � � � � � 8/2 9/0 8 B I D P A C K A G E 1 3 B I D S E r �C?� ��o� C 1 3
<br /> pF WAS
<br /> � O� O y�Q' � c�'o 'S� DESIGNED BY: DATE: �
<br /> $�s�o$ E A R L Y R O A D W A Y & U T I L I T I E S � - �. YE AUGUST 4, 2006 N O R T H M A R I N A R E D E V E L O P M E N T CIP N0.
<br /> 0 728 134th Street SW � Suite 200 B I D P A C K A G E �3 R E V I E W ; � 6 � Q DRAWN BY: CHECKED BY: I N F'R A S T R U C T U R E P H A S E 1 3-0-0 0 3-0 9
<br /> " Everett. Washin ton 98204 � 3/16/07 CONFORMED SET ADDENDA 1-4 ; �•<`FSF�/STER�'d�y►�� G. MENDENHALL H. KUYPER PROJECT
<br /> 0 8 4 06 PERMIT APPROVAL APPRo�Eo BY: T E M P 0 RA RY E R O S I O N N0. PD-NM-2005-06
<br /> `" EVEREI-fX WA 98206 9 S�ONAL�N �
<br /> � Ph: 425 741-3800 0 � � /CONSTRUCTION
<br /> °' (425) 259-3164 �/z�/° � C� N T R 0 L N 0 T E S & D E T A I L S
<br /> SHEET N0. � 4 OF �3
<br /> Q JOB No. 21-07-004 N . A 8 REVISION N0. DATE BY REVISION
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