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YRIiPl1�0"- .... . _ . _.. ..._--.. .__ ... ... . . . ... ._._.. . . .. . . . . . . . . . . . . <br /> e <br /> COPYRIGh"f � SCR ARCHiiE�i� <br /> N <br /> � <br /> x <br /> a <br /> scj� ( Arch itects � <br /> � <br /> w <br /> v 1402 3rd Ave Suite 730 <br /> z Seattle, WA 98101 <br /> w <br /> � � <br /> � <br /> U <br /> O <br /> � <br /> z �� J. A�' <br /> C� �� p4 WAS�I� 'q� <br /> � � �� � C� <br /> p ,� �e� t°' � '�i <br /> � 3 6 ; � <br /> p�, �ISTER w <br /> `�sslorrnL �G <br /> �.�l�Z� <br /> ADAPTER <br /> SKIRT RETRIE�/AL DRAWN BY: YL <br /> STRAP <br /> CHECKED BY: SBP <br /> STRETCHER BAR (TYP) SADDLE CLAMP (lYP) <br /> APPROVED BY: LJP <br /> � �� <br /> � � <br /> -� 1932 First Ave <br /> , Suite 201 <br /> Seattle,WA 98101 <br /> � p.206J25.1211 <br /> f.206,973,5344 <br /> a engineering pllc �WIpdengineering.com <br /> OVERFLOV'�i <br /> GEOTEXTILE FABRIC C� (TO BYPASS PEAK <br /> M FLOWS) <br /> v <br /> �\�\i\i\�\i��i��i\!\�:,�- � \�\i\i\i\i\�\i\i\i\i\ \�\i\i\i\i\ \����\i�\!�\��\;\i\i\i\�\i� � <br /> ��/��/��/����\ � �����/i�\ \/�\/�\/�\/�\/�\/�\/�\/�\/�\/�\ \ �\/�\/�\/�\/�\/�\��\. � ��i\�/i��/��/��/\� <br /> /�������/,�� � ��/���/���/���/���/���/���/���/���/���/�� �/���/���/���/.�� �����j��j�� <br /> \/� \i,\/\/\/\/\/\/\/\/\/\ \/,\ �\�� <br /> /i�/,i.//�/�/�\��`�����:. <br /> 2" x 2" MESH, 11 SEDIMENT ACCUMULATOR <br /> GAUGE MIN PROVIDE <br /> SECURE ATTACHMENT (MIN. 0.5 CF STORAGE) <br /> CONCRETE AROUND ENTIRE FENCE <br /> BLOCK MIN 80 PANEL SCHEMATIC DETAIL <br /> LBS <br /> PROVIDE "STREAMGUARD SED�MENT CATCH BAS�". �NS�RT" 0� �P°RJV�C EQUAL � <br /> MANUFACTURER'S NAME: BOWHEAD ENVIRONMENTAL & SAFEfY � <br /> ADDRESS: P.O. BOX 375 PRESTON, WA 98050 V� J � <br /> TELEPHONE: FOR INFORMATION: (800) 909-3677 � O �/ <br /> WWW.SHOPBOWHEAD.COM z O � <br /> _ � <br /> � V _ <br /> = � � <br /> � W J <br /> NTS NTS �S �S m � o <br /> NOT USED � NOT USED 2 CONSTRUCTION FENCING � O <br /> 3 I LET P R TE TI <br /> N o c oN 4 <br /> � o = <br /> � � � <br /> CITY OF EVERETT STANDARD TESC NOTES � � <br /> W <br /> N O � N <br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN � W 0 � W � � <br /> APPROVAL PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, � <br /> 0 0 � F— o � <br /> RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). a O � F J � ' <br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND � J <C �- � d �- <br /> UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL � �j a � � � � � <br /> ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. W W � � W = `- W <br /> 0 0 <br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE � Z W rn w � rn w <br /> FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE a <br /> FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PROJECT NO. <br /> ;OSpPI I�l�1�JT�C�1�JTlZ,l�GT(,1� Fr�R TH� ni i�qTION OF CONSTRUGT!�N. '��3'�_a <br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL ISSUE DATE <br /> CLEARING AND GRAQING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND 4I3O/ZOZO <br /> Y SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE CURRENT REVISION <br /> c WATER QUALITY STANDARDS. <br /> s PERMIT SUBMITTAL <br /> � Q 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE REVISION DATE <br /> o CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESG FACILITIES SHALL BE UPGRADED AS <br /> �'v NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN <br /> 0 o WATER DO NOT LEAVE THE SITE. <br /> �0 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR <br /> � N TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. <br /> N '� <br /> a;s 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A <br /> " � MONTH QR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br /> 'z o <br /> y � 8. AT NQ TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A <br /> 0 3 TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO <br /> ��, a� PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM <br /> � � SYSTEM. <br /> o � <br /> a,�,°, 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTA�LED AT THE BEGINNING OF CONSTRUCTION AND <br /> ° 3 MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE <br /> � � THAT ALL PAVED AREA� AR� KEPT C�F�N FOR TH� pURATION OF THE PR4JECT. <br /> a� <br /> � a lO.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT ������ <br /> � �, TRACKED OFF THE SITE. C O N T R A C T O R T O V E R I F Y <br /> � o <br /> 11.APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER POSITION, TYPE, + DEP11-I OF <br /> � � BODIES IF THE PROPOSED BMPS FAIL. NEARBY UTILITY LINES PRIOR TO <br /> c � <br /> �' ° 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE COMMENCING WORK <br /> a� <br /> � � TH�ti 2 DAYS FROM OCTOBER 1 THROUGN ARRlL 30, AND FOR {�0 MORE TyA{`� ? CRYS FROM ��SAY i <br /> �? � THROUGH SEPTEMBER 30. <br /> � �- CONTACT CTiY OF EVERETT <br /> 00 <br /> a <br /> � L PRIOR TO ANY EXCAVATION <br /> �_ � <br /> � � C04RDINATE WITH WORK D ETAI LS <br /> �ITY OF EVERETT UNDER SEPARATE PERMITS, <br /> � ��Vl�WED FQR PERMI <br /> � � T INCLUDING ELECTRICAL <br /> y O <br /> �0 <br /> ;� O <br /> „ = POWER <br /> r .� <br /> � <br /> -� -� <br /> � _ <br /> � � <br /> �. � <br /> C V <br /> a� y <br /> � `= <br /> � Q NTS NTS NTS �$ <br /> N � NOT USED 5 NOT USED CITY OF EVERETT STANDARD TESC NOTES • <br /> - 7 T U ED <br /> sU <br /> NO S 8 <br /> H � <br />