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<br /> STANDARD NOTES � ~ � M �
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<br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT .
<br /> CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE W w � � � �
<br /> /� AND LQCATION OF ROADS, PlPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, � Z � ��
<br /> uT1uTIEs). C � _ � �� ..
<br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, � � � �
<br /> MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACI�ITIES IS THE I� � ¢ M � �
<br /> THE APPLICANT CONTRACTOR UNTIL ALL CONSTRUCTION IS a � M � \
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<br /> RESPONSIBILITY OF f
<br /> COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
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<br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THlS PLAN SHALL BE C � ~ >
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<br /> C�EARLY FLAGGED IN THE THE FIELD PRIOR TO CONSTRUCTIQN. DURING THE �
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<br /> CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS
<br /> SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br /> �
<br /> APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br /> 4. THE ESC FACiLITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
<br /> CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A �
<br /> MANNER AS TO ENSURE THAT SEDIMENT A
<br /> ND SEDIMENT LADEN WATER DO NOT O� ��� -' f
<br /> ENTER THE DRAINAGE SYSTEM, RQADWAYS, OR VIOLATE APPLICABLE WATER �' f ,.
<br /> QUALITY STANDARDS. � �
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<br /> g 5. THE ESC
<br /> FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR � � � � � a
<br /> ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC � �
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<br /> FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS � �
<br /> AND TO ENSURE THAT SEDIMENT AND SEDIMENT-�ADEN WATER DO NOT LEAVE � �����5 ���
<br /> THE SITE.
<br /> 6. THE ESC FACILITIES SHALL BE lNSPECTED ROUTINELY AND MAINTAINED BY THE Z
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<br /> APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY
<br /> AFTER STORM EVENTS.
<br /> 7. THE ESC FACILITIES ON INACTIVE S�TES SHA�L BE INSPECTED AND MAINTAINED A
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<br /> MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR � � � •
<br /> STORM EVENT. � N
<br /> N O �
<br /> 8. AT NO TIME SHALL MORE TNAN ONE FOOT OF SEDIMENT BE ALLOWED TO
<br /> N I� �}-
<br /> ACCUMULATE WITHIN A TRAPPEQ CATCH BASIN. ALL CATCH BASINS AND ''
<br /> CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
<br /> OPERATION SHALL NOT F�USH SEDIMENT LADEN WATER INTO THE DOWNSTREAM
<br /> SYSTEM.
<br /> 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING
<br /> C OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
<br /> ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS • �
<br /> ATION OF THE PROJECT. �
<br /> ARE KEPT CLEAN FOR THE DUR • Z
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC
<br /> STREET CLEANING TO REMOVE DEBRIS � �
<br /> �
<br /> AND SEDIMENT TRACKEQ OFF THE SITE. • � � �
<br /> 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING • � : .
<br /> � � �
<br /> SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. � N � w
<br /> 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR � � � �
<br /> UNSTABiLIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, Z o o � o
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<br /> AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
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<br /> PEDESTRIAN PROTECTION PLAN
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<br /> D CONTRACTOR SHALL SECURE THE SITE WITH AN 8' TEMPORARY CHAINLINK FENCE.
<br /> CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE WITH THE
<br /> 2012 IB
<br /> C SECTION 3306. WHEN CONSTRUCTION IS OVERHEAD AND ADJACENT TO ^ � � � � �
<br /> EXISTING PEDESTRIAN PATHWAYS, CONTRACTOR SHALL PROVIDE COVERED WALKWAYS CONTRACTOR TO � . •
<br /> IN ACCORDANCE WITH IBC SECTIQN 3306.7. NOTES: � '
<br /> PROVIDE PIPE ROUTING � �
<br /> & CONNECTION DETAILS J j � i �
<br /> � 1�. PUMP CLEAN WATER TO APPROVED DISCHARGE LOCATION. 'z •• a � -o , °' �
<br /> � 55 GAL. PERORATED o � � � 3 cL.> '`
<br /> z TEST TURBIDITY � Z . � � � �
<br /> � DRUM PRIOR TO a 10 GPM PUMP Q o � o � o o N
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<br /> � CONTRACTOR NOTE
<br /> � CLEAN WASHED DISCHARGE
<br /> � GRAVEL CONE �3. W R A P D RUM O R CMP Wi7i-I �EOTEXTILE, �IIRIFi 140N OR
<br /> � ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND APPROVED EQUAL. PROVIDE 6" OVERLAP AT SEAMS. CLOSURE
<br /> a VERT1CALLY PRIOR TO ANY CONSTRUCTION. AI.L EXISTING FEATURES INCLUDING BURIED �%\�/ ° ° \��/�� 0 PUMP ON WITH STAPLES OR WIRE RING.
<br /> � UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY /\�/\� � � -
<br /> = OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND �/�\�/�\ � � � � �/�\�/ - 4�. CONTRACTOR TO PROVIDE CONCRETE BASE.
<br /> o SURVEY, FOR THE FINA� LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO \�/j�/ � � � � �/j�
<br /> � CONSTRUCTION CONTACT THE UTI�ITY OWNER/AGENCY. \\/\ � � /� C5�. PLACE PUMP AND APPURTENANCES IN CENTER OF SUMP.
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<br /> �� TEMPORARY ERQSION AND SEDIMENT CONTROL NOTES
<br /> " SUMP WITH PUMP 4 - >
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<br /> � 1. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTRQL MEASURES AND A
<br /> ° CONSTRUCTION STORM WATER AT ALL 11MES. SCALE: NONE a
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<br /> N 2. MAINTAIN EXISTING PAVEMENT TO THE EXTENT FEASIBLE, COVER EXISTING MATERIALS �
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<br /> o STOCK PILES, AND MAINTAIN A CLEAN SITE. �/ "
<br /> � LL �j ^ �
<br /> ° 3. AREAS QISTURBED FOR THE CONSTRUCTION OF SIDEWALKS AND LANDSCAPE ARE �
<br /> o WITHIN THE SITE AND WITHIN THE RIGHT OF WAY SHALL INCLUDE STRAW WATTLE AND Q � � ,
<br /> J PLASTIC COVERING TO PRQTECT DISTURBED SOILS. �
<br /> � OR �
<br /> W
<br /> � 4. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION PER PLAN O
<br /> F CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTRACTOR TO PROVIDE PIPE W � � �
<br /> � CONTINUING EROSION/SEDIMENT CONTROL. ROUTING & CONNECTION DETAILS W
<br /> � NOTES: I'1 � >
<br /> 0 55 GA�. PERORATED AS APPROVED BY LL
<br /> aO 5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN A DRUM CONSTRUCTION INSPECTION TEST TURBIDITY
<br /> o PRIOR TO O PUMP CLEAN WATER TO APPROVED DISCHARGE LOCATION. � � W
<br /> N SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS
<br /> �' COMPLETED, PERMANENT ORAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL SEDIMENT�� CLEAN WASHED DISCHARGE O SIZE PER PLAN
<br /> fl FOR EROSION HAS PASSED. LADEN WATER GRAVEL CONE � P�
<br /> o ` �\ \,�\ ,�\ �\ \ �� 3O. WRAP DRUM OR CMP WITH GEOTEXTILE, MIRIFI 100X OR � `
<br /> � 6. AT A MINIMUM, EROSION AND SEDIMENT GONTROL FACILITIES SHALL BE MAINTAINED ;//� ��i, _ � � � � � 0 PUMP ON //i �//�� „
<br /> � o °� MONTHLY, OR FOLLOWING EACH RUNOFF-PRODUCING STORM, TO ENSURE PROPER \�,�� ;� ,��, ; , - ,� �/�\ APPROVED EQUAL. PROVIDE 6 OVERLAP AT SEAMS. CLOSURE
<br /> °' J OPERATION OF ALL EROSION AND SEDIMENT CONTRO� FACILITIES. N , V I I v //i WITH STAPLES OR WIRE RING.
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<br /> � � s 1.5' OF � I I � \� /��� 4�. CONTRACTOR TO PROVIDE CONCRETE BASE.
<br /> - = 7. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR �� �� , ..
<br /> ��= o SEDIMENT i�, /�
<br /> � � o LOCATION OF PERMAMENT PIPES, RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN , _ _ _ i� 3H:1V MAX SLOPE �
<br /> _ � N ` APPROVAL OF EROSION AND SEDIMENT CONTROL BMPS ONLY. STORAGE ��� ��.� 5O. PLACE PUMP AND APPURTENANCES IN CENTER OF TRAP.
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<br /> � ° " ` 8. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS
<br /> � ''� � C' F R OM THE SITE WILL NQT BE ALLOWED. FAILURE TO CQMPLY WITH THIS CONDITION WILL 4 0
<br /> o E Q a S E D I M E N T T R A P �
<br /> � �o � R E S U L T I N A L L W O R K O N T H E SITE BEING ST4PPED.
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<br /> SHEET TITLE:
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<br /> � � � .� 9. THE WASHINGTON STATE CLEAN AIR RCT REQUIRES THE USE OF ALL KNOWN, VIABLE,
<br /> � a " �
<br /> �, � .� AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN T.E.S.C. Sc
<br /> ¢ � °' � BE CONTROL�ED BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THE DEMOLITION NOTES
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<br /> °� � � � LEAVE THE SITE, AND I N S T A L L I N G A N D M A I N T A I N I N G R O C K C O N S T R U C T I O N E N T R A N C E S. UNDERGROUND SERVI C E A L E R T AND DE TAILS
<br /> � � ` � CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE .
<br /> N ❑ 3 0 ,,
<br /> � -" ` OF TRACK-OUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE - MBER
<br /> � � o >
<br /> � � 3 � PUGET SOUND AIR POLLUTION CONTROL AGENCY. �
<br /> (800)424-5555 SHEET N0.
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<br /> 'T� o ¢ CITY OF EVERETT � CALL TWO BUSfNESS DAYS I a I
<br /> �.� a E
<br /> � � � � �E V I E W E D F O R P E R M I T B E,�R t Y o� o��
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<br /> SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
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