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�_ EROSION CONTROL NOTES:
<br /> STEEL POST DISTURBED AREA 2 t. 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 . �� � REPLACEMENT, AND UPGR4DING OF THESE TESC FACILITIES lS THE RESPONSIBILITY OF APPLIED AT A MINIMUM THICKNESS OF 2 INCHE5.
<br /> GAGE WELDED WIRE FABRIC � 3 TYP THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED.
<br /> NEWLY GRADED ON - � �r- '- � 73. THE CONTRACTOR SHALL DESIGNATE A PERSON TO BE TESC SUPERVISOR. THE TESC
<br /> DISTURBED SITE 00 - - - - - - - 2. THE BOUNDARIES OF THE CLFARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY SUPERVISOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REVIEW OF TESC
<br /> o �\j�y�\/��� � � /\\/�\//�\�\j�\/�\j�\/��\�j� 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 CIEARING LIMITS SHALL BE PERMITfED. THE THE TESC SUPERVISOR MUST BE AVAIIABIE FOR RAPID RESPONSE TO TESC PROBLEMS.
<br /> -`---,.. d' 3 NP•! /,.i./ �\i FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACTOR WIL� PROVIDE THE PUBLIC WORKS INSPECTOR THE NAME AND PHONE
<br /> i� - � 2' CONSTRUCTION. NUMBERS TO REACH THE TESC SUPERVISOR AT ALL TIMES.
<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 /> • $ 3 INTERCEPTOR DITCH DETAIL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT WORKS DEPARTMENT MAY STOP ALL WORK NOT PERTA�NING TO THE CORRECTION OF
<br /> BACKFILI AND f1" SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE TESC PROBLEMS UNT�L TESC IS RETURNED TO THE PROPER OPERATION.
<br /> COMPACTED C1.3 NOT TO SCALE APPLICABLE WATER STANDARDS.
<br /> SECTION A-A 75. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,
<br /> NON-WOVEN SPUNBOUND 4. THE TESC FAC�LITIES SHOWN ON THIS PIAN ARE THE MINIMUM REQUIREMENTS fOR OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION
<br /> FILTER FABRIC - MIRAFI WIRE RINGS (TYPICAL) ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC OF CLEARING AND GRUBBWG OPER4TIONS.
<br /> t00X OR ENVIROFENCE � A 2"x4" 14 GAUGE WELDED FACILiTIES SHALL BE UPGRADED (E.G., ADOITIONAL SUMPS, RELOCATIONS OF DiTCHES - � � �
<br /> AND SILT FENCES, EfC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 16. NATURAL VEGETATION�SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL �
<br /> WIRE FABRIC ��-"`�\ 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 /> � z ��_�i 6. ANY AREA STRIPPED OF VEGEfATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPER4TIONAL, AND THE POTENTIAL
<br /> � FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHA�L BE IMMEDIATELY FOR EROSION HAS PASSED.
<br /> � l - � � y. STABILIZED WITH THE APPROVED TESC MEfHODS (E.G., SEEDWG, MULCHING, NETfMG, �g AT A MINIMUM. EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED
<br /> EROSION BLANKEfS, Ei'C.) MONTHLY, �R FOLLOWING EACH RUNOFF PRODUCING STORM, TO ENSURE PROPER
<br /> � � � 7. ANY AREA NEEDING TESC MEASURE, NOT REQUIRIN6 IMMEDIATE Al?ENTION, SHALL BE OPERATION OF AI.L EROSION AND SEDIMENT CONTROL FACILITIES.
<br /> PLAN
<br /> SOLID LID, RING AND ADDRESSED WITHIN FIFfEEN (15) DAYS. 1g, qPPROVAL OF THIS PLAN DOES NOT CONSTiTUTE AN APPROV,4� OF DESIGN, SIZE, OR
<br /> COVER SET i' ABOVE LOCATION OF PERMANENT PIPES, RESTRICTORS, OR DETENiION FACILITIES; BUT IS AN
<br /> I I I I) I I � SURROUNDING GRADE 8. THE TESC FACILITIES ON INACTIVE SITES SHALL BE MAINTAINED A MINIMUM OF ONCE A APPROVAL Of EROSION AND SEDIMENT CONTROL BMPS ONLY.
<br /> i.i MONTH OR WRHIN THE 48 HOURS FOLLOWING A STORM EVENT.
<br /> I� I I I I I I ELBOW 20. THE PUBLIC RIGHT-OF-WAY SHAL� BE KEPT CLEAN. TR4CKING OF MUD AND DEBRIS
<br /> /.� 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SED�MENT BE ALLOWED TO ACC�MULATE �OM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS COND�TION
<br /> STEEL POSTS BURY BOTTOM OF FABRIC �2"� pVC WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE WILL RESULT IN ALl WORK ON THE SITE BEING STOPPED.
<br /> 6�-0" O.C. MATERIAL IN B"X12" TRENCH ACCESS � 1� MIN CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT
<br /> ELEVATION LADDER LqDEN WATER INTO THE DOWNSTREAM SYSTEM. 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 RFASONABLE MEANS OF CONTROLLING AIR POLLUTION, INC�UDING 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 -�- ADDfT10NAL MFASURES 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 TR4CK-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 FEEf THAT ARE TO BE LEFT UNWORKED FOR MORE ECOLOGY OR THE PUGEf SOUND AIR POLLUTION CONTROL AGENCY.
<br /> aaDo� � THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES:
<br /> O MULCH, SODDING, BONDED FIBER MATRIX, OR PLASTIC COVERING. THE COVER 22• EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY
<br /> �--EXIST GR4TE � "� MATERIAL NECESSARY TO COVER ALL DISTURBED AREAS INSIDE THE CLEARING LIMITS AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE
<br /> SHALL BE ON-SITE BETWEEN OCTOBER 1 AND MARCH 31. PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH SAFEfY AND
<br /> LIFTING RODS SPACE CONSIDERATIONS).
<br /> (1 EA SIDE) 12"0 PVC z 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERM�NATiNG
<br /> � 2% MW � GR4SSES SHALL BE APP�IED AT AN APPROPRIATE RATE (E.G., ANNUAL OR PERENNIAL
<br /> � ?i;:;;:;;;;;:i;i'";r:`',;; d- RYE APPLIED AT APPROXIMATE�Y SO POUNDS PER ACRE).
<br /> 48"6
<br /> MANHOLE
<br /> FILTER BAG
<br /> � � . .
<br /> SECTION
<br /> 5 GRIT CHAMBER
<br /> C1.3 NOT TO SCALE (CONTRACTOR'S OPTION}
<br /> g�Bo�g
<br /> EXIST GR4TE o� ���� o °, PP --=�-
<br /> SLOPE DOWN TO o
<br /> EXIST SPILLWAY �o � o PP-3
<br /> , �i\ i\ i\ i\�/�� ��\ .\ .. �\ n n EXI5T SPILLWAY ��� °����
<br /> � /, �°�� � EXIST RIPRAP 2� SLOPE TO DRAW
<br /> _... °o o�o
<br /> � SPILLWAY TO EXIST SPILLWAY
<br /> � � ° �� �`�������°�o°°° o°°�
<br /> � , . ��� ,=;��� �
<br /> � a tl � FILTER BAG A o 0 1����� o� �°� A r 5. i oo$�_„ � _ 000��°o 00�°°Pl7 00 0 � � � �
<br /> t o °��\ �,�����o 0 0°0�, o�°�o o °�°2� o �b oo� o�, '
<br /> \ / � � �8��°S� ��i° �4�o c .. - - _ e
<br /> �� EXIST CB � �
<br /> r � e � �° o �'� GEOTEXTILE
<br /> �� � ������� o og� o Ap ,N Z ' �
<br /> 9 � � �� �° �� o o �° � 24"0 GRATE � :
<br /> ^f ��� o �o�� � 0�t _ i� RIPRAP
<br /> DEPTH, MIN
<br /> U � �
<br /> � TYPE 3 54"0 PP
<br /> � I \..\� � �� � � ��� CATCH BASIN
<br /> a /� ��/\� A
<br /> N I� '' �I \ .a b a:. /\ PLAN A�, °. :">
<br /> SECTION A-A
<br /> € �%�/i�/i�/i�/i�/i�/i�/i�\
<br /> � �TQ 4 ENERGY DISSAPATOR DETAILS
<br /> �
<br /> N
<br /> � 2 CATCH BASIN SEDIMENTATION CONTROL ci.3 NOT TO SCALE
<br /> �
<br /> N C1.3 NOT TO SCALE
<br /> i
<br /> �N I PROJECT ENGINEER: SCALE:
<br /> -Q � . � � . � i o�Nw y,, H. KUYPER 1"=50� PORT OF EVERETT DWG. N0.
<br /> � '��� �'`` 'yF °�'�"E°�" °"'�: NORTH MARINA REDEVELOPMENT C1.3
<br /> � D. YE AUGUST 4, 2006 CIP N0.
<br /> 0 728 134th Street SW�Suite 200 �
<br /> o�WN BY: �HE�KEo BY: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � Everett.Washin ton 98204 0 3/is/o� CONFORMED SEf ADDENDA 1-4 o.�.BFc�sT�R�o� G MENDENHALL H. KUYPER PR0.IECT
<br /> � P.O. BOX 538 . 9 � - 81pNAl� TEMPORARY EROSION No. PD-NM-2005-06
<br /> " EVEREl7, wA 98206 Ph:425 741-3800 � 8�4/06 PERMIT APPROVAL/CONSTRUCTION / /p ���o aaRovE�sr: C O N T R O L N 0 T E S & D E T A I L S
<br /> � � 425� 259-3184 ,JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE BY REVISION �P��S 03 03 9 SHEET N0. �9 OF ��
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