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<br /> � zg � �'`� ; � � i o a OTHERS. , �� ��� C O N S T R U C T I O N N O T E S:
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<br /> i v} '.`�'.-��,, � � � � I I i ( �rn,,, O1 WSTALL INLET PROTECTION PER CITY OF EVERETT
<br /> I � ' � M E R C 2 � � � � ` �-; � � o STANDARD DWG 210.
<br /> i v,.., � � EX I N B S ED E � I ( � ?
<br /> ; i � i �� � '� ���� " P sT ER T' ' ; ; : �:� �' f ( I � EROSION CONTROL NOTES:
<br /> � � AD ST NT S � � � I���� I I I (
<br /> I 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES
<br /> � \�� i � �/ � = o o � II NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN .
<br /> � � i � `. � ' � � I $( (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
<br /> � � RE OV EXI IN � i �� ) `" i RETENTION FACILITIES, UTILITIES).
<br /> C E � � i : n 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
<br /> I � � r � - � MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS
<br /> o i � i � ~� '� , a � THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br /> I E E ' � CONSTRUCTION IS COMPLETED AND APPROVED AND
<br /> i � E TI P � �r � , � o I VEGETATION/LANDSCAPING IS ES7ABLISHED.
<br /> i 0 R SIG i i I r;� 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL
<br /> � i � j `' � BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
<br /> �� �u � � i � ��, CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING
<br /> o REMOVE �) � � � � � o �vi LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br /> EXISTING � � S �� � � i j oy -� � APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br /> CROSSWALK � cn '~'S ��"'""-Y-..�,� � � � 1 � T� � ( 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
<br /> �x i 0 , � I I c� � _ _ _ _ CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A ,
<br /> Z � �- � � � � ' J -� I MA N N E R A S T O E N S U R E T H A T S E D I M E N T A N D S E D I M E N T L A D E N W A T E R D O
<br /> �Z � - � XI IN ' � 'K � ! NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE
<br /> r*1 G� � ' , ......".'�' 1 1 I
<br /> � � I 1 WATER QUALITY STANDARDS.
<br /> ��� �ii � � f= � N P � � i � i 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
<br /> Z�`� � z i � �' I ....., i � � � � i REQUIREMENTS FOR ANTICIPATED SiTE CONDIT�ONS. DURING THE
<br /> C � if i I CONSTRUCTION PERIOD THESE ESC FACILITIES SHALL BE UPGRADED AS
<br /> a� i � � �
<br /> �y� � cr nl ��,.� �
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<br /> �� ii i Z � � �I �� �/ � � � NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT
<br /> 0 0� i C m � c� � � ', � ( I �j AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. ,
<br /> �, o Z�, i Rl � �' � � . i I ' z 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY
<br /> � �o°�° i ' e � � � , ! G� THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING
<br /> �� ` �` ' `�� � � ` I I ESPECIALLY AFTER STORM EVENTS. �
<br /> I
<br /> � �i I � ` �'� �"� - .... . � �i � i/ ' :) `� , � 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
<br /> � i i � ; s. �, i � � ~; 1 ` � � M A I N T A I N E D A M I N I M U M O F O N C E A M O N T H O R W I T H I N T H E 4 8 H O U R S
<br /> i � � � i � ; � !_� F O L L O W I N G A M A J O R S T O R M E V E N T.
<br /> .... ,
<br /> ....
<br /> i � � , '::•� � � �� , .1 �o - - 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO g E R r '
<br /> � + � i o, ! — ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND Q�� WAS
<br /> i I � i ? i i i � N Z+ I � CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING ����F y��.�9�
<br /> i REMOVE ;� � M E IS G � i� � i ,` OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE Q�Q ��; � �
<br /> a `" � � � i � � � � C DOWNSTREAM SYSTEM. z
<br /> � � � � EXISTING CURB f I � , BI R K � � � �� ( � Y r�
<br /> � � i i � _ •� i i � � , REMOVE � 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
<br /> z i i I t� . , � f� z EXISTING CHAIN � � BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE 54923
<br /> � � � PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL �'� �FGISTER�' �
<br /> o i � � � , , i i � y I LINK FENCE ( PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. FJ'S/ �\
<br /> � i � � I `' � � z I "� o, I 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE �NAL E�
<br /> -' � � ."�a i � i "' ; ` ` ') �+ � � DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
<br /> � � REMOVE � � i � � � ` � � 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM
<br /> � i EXISTING TREE i ! , � ' = f � � � o a,l�9 ��ap
<br /> � i f � � i ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL.
<br /> ....... � (
<br /> c� i (x3� i I + � �i � `` 0 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR
<br /> � �;, �$, '�-�..,.;,, i � � � ' ' � ` = UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH �gUS STOP SIGN RELOCATION 9/25/19
<br /> `�" i ! I ` � � � ' I `" ,o � APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH NO. DESCRIPTION DATE
<br /> o (
<br /> `� o i u�, � i � � i/ � ,-sv I SEPTEMBER 30.
<br /> � ; i i i � v REVISIONS
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<br /> � , , � � GENERAL NOTES. PROJECTNO: 20180241
<br /> ....
<br /> c�o � � � ! : � � r cn � �
<br /> i i i � , I DATE: 02/2019
<br /> 0 0 �i i � I °, i ; r�T, I ;� �� , I � 1. ALL EXISTING FEATURE AND APPURTENANCES WITHIN PROPERTY LIMITS
<br /> � � ` . � TO BE REMOVED INCLUDING ASPHALT, WALL. LANDSCAPING,
<br /> ¢ � � � � �' � � � , ILLUMINATION AND STRUCTURES. DRAWN BY: MC
<br /> ....
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<br /> � �� i � i ° � i � \ � APPROVAL: MRM
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<br /> � �, 2 0 . i � � F____v��_�i__ � __-----�� " I , EX CEMENT CONCRETE ASPHALT TO BE REMOVED
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