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:m <br />a m' <br />------------ <br />,d <br />w ♦ <br />J ♦ <br />< \ ---- \ <br />¢ ri \ <br />f wv \c\ \ <br />wv ♦ <br />ED i O <br />s <br />♦ <br />i Di <br />Of y` \ <br />8+50 °' v♦ WATERFRONT <br />9 ° c vv CENTER <br />I c \\ <br />CWL ALIGNMENT, <br />SEE DWG G1.04_ <br />c \ <br />�xS <br />III\ S\'t <br />--- / CONTROL POINT' ` <br />N: 368091.59 <br />E: 1301454.75 <br />of I <br />----- <br />IM <br />V) I <br />x <br />o_ <br />o � CSO C�0 CSO <br />CS'Q — <br />J 2,. <br />LD <br />x <br />LIMITS <br />OF WORK <br />ti <br />CEO Cs0 CSO — <br />tf <br />p cO 7 ��O <br />__ <br />10 <br />¢ r�i <br />w <br />w <br />W PLAN <br />51 SCALE IN FEET <br />11 <br />o_ <br />20 0 20 40 <br />zIa <br />Y&F THIS DRAWING IS NOT 22" 04" SCALE ACCORDINGLY <br />NOTES <br />O1 TEMPORARY SILT FENCE PER CITY OF EVERETT STANDARD PLAN 214. <br />O2 INLET SEDIMENT TRAPS PER COE STANDARD PLAN 210.INLET SEDIMENT <br />TRAPS SHALL BE INSTALLED IN ALL NEW STORM CATCH BASINS <br />THROUGHOUT CONSTRUCTION. <br />O3 INSTALL CONSTRUCTION FENCE PER BMP C1.03 TO SECURE THE <br />PROJECT SITE AS SHOWN. IT SHALL BE THE CONTRACTOR'S <br />RESPONSIBILITY TO SECURE THE PROJECT SITE AND PROVIDE <br />CONSTRUCTION GATE AS NEEDED TO ACCESS THE SITE. <br />TESC <br />1. <br />NOTES: <br />APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE <br />AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES) <br />2. <br />THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE <br />RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. <br />3. <br />THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING CONSTRUCTION <br />PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR <br />w W ° <br />FOR THE DURATION OF CONSTRUCTION. <br />4. <br />THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO <br />\ <br />ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br />5. <br />THE ESC FACILITIES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC <br />FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO NOT LEAVE THE <br />SITE. <br />ss 6. <br />THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY <br />AFTER STORM EVENTS. <br />7. <br />THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR <br />W <br />STORM EVENT. <br />8. <br />AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASIN AND CONVEYANCE <br />LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. <br />9. <br />STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. <br />ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. <br />10. <br />THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. <br />DO 11. <br />APPROXIMATE MEASURE SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMP'S FAIL. <br />12. <br />BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR <br />NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br />♦ 13. <br />THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL TESC BMPS AND REQUIREMENTS AS SET FORTH IN THE CSWGP, PND, AND ANY ASSOCIATED AGREED ORDER. <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TESTING REQUIRED IN CONJUNCTION WITH THE CSGP, AO, OR CHOSEN TREATMENT ALTERNATIVE. <br />0 <br />`- - <br />--_; Cs0 CS — <br />� >G G ` <br />SS 3 - <br />op000 <br />oPND <br />l� <br />v \\.III <br />v <br />■ ,�� rTT <br />I EVER <br />N <br />P.O. BOX 538 <br />N EVERETT, WA 98206 <br />3240EasdakeAve R <br />® ® ® Seat de,Waslilngton98102 <br />P:206.624.1387 <br />ENGINEERS, INC. www.Pnd—gineees <br />100 <br />7/27/22 <br />JBK <br />I ISSUED FOR BID <br />ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />BRIJI <br />C c�asxi ,(F <br />. ° b i� <br />�P $ �P <br />, rF 32789 Eo �� <br />FJ, �� STEM` V� <br />`rAONAL 0� <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D3.04 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />TEMPORARY EROSION AND <br />CIP NO. <br />6-8-008-01 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO. PD—WP-2022-07 <br />APPROVED BY: <br />SHEET NO. 34 OF 48 <br />n (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />Q <br />SEDIMENT CONTROL PLAN <br />NO. <br />DATE <br />I BY <br />I REVISION <br />