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1112 INeR26161 <br />FILTER BAG <br />CATCH BASIN SEDIMENTATION <br />1 CONTROL WITH FILTER BAG <br />CD101 C501 NOT TO SCALE <br />2 YARD DRAIN <br />CU101 C501 NOT TO SCALE <br />EROSION PREVENTION AND SEDIMENT CONTROL NOTES <br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF <br />PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, <br />RETENTION FACILITIES, UTILITIES). <br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING <br />OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPUCANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS <br />COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. <br />3. THE BOUNDARIES OF THE CLEARING UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR <br />TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FAGGED CLEARING LIMITS <br />SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF <br />CONSTRUCTION. <br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND <br />GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT <br />ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPUCABLE WATER QUALITY STANDARDS. <br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. <br />DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED <br />STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO NOT LEAVE THE SITE. <br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPUCANT/CONTRACTOR TO ENSURE <br />THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. <br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR <br />WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br />B. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH ALL <br />CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT <br />FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. <br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED <br />FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS <br />ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. <br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE <br />SITE. <br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE <br />PROPOSED BMPS FAIL. <br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABIUZED FOR NO MORE THAN 2 DAYS <br />FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br />OR PAVEMENT II <br />—III III— ��� III-1 <br />—I11°000011 111 <br />1-1II IIIA0o 0II- <br />11=1—�O o ° =-II <br />°O��oP� - <br />- —yy og0 GEOTEXTILE <br />1117'0,0�, B0, 00 _ FABRIC <br />- b*1 o0C11 - DRAIN ROCK <br />3.0� \-EXISTING SUBGRADE <br />3 GRAVEL TRENCH DRAIN <br />CU101 C501 NOT TO SCALE <br />I <br />tormwater management provisions are approved as noted: specify <br />ermeable geotextile fabric to allow infiltration from the side walls of the <br />ench into the surrounding lawn, and ensure that washed rock is specified for <br />e trench. <br />STORM PIPE <br />PLATE/PIPE END CAP <br />OPENING <br />4 ORIFICE PLATE <br />CU101 C501 NOT TO SCALE <br />SURFACE RESTORATION VARIES, <br />SEE PAVING OR LANDSCAPE <br />DEPTH IS NOTE <br />ON DRAWINGS <br />JCTURAL FILL <br />;ER TAPE <br />NG WIRE <br />DING <br />NDATION <br />REQUIRED <br />SECTION —TYPICAL TRENCH, <br />A PLASTIC SEWER PIPE <br />CU101 C501 NOT TO SCALE <br />SIPHON GREAK L� 2OMEE4jINGNU�N5SAN SC89e3350PER AA5T1MRB58l. <br />..,-r�RraT•rB <br />4-x2rx2C CONCRETE SPLASH PAD j .I 1 CUBIC FOOT <br />b#57 <br />OF <br />WASHED J IE _ <br />E 11- <br />12' 31e TYPE K COPPER TUBING WIN <br />COMPRESSION FITTING AT HYDRANT. <br />5 STANDARD YARD HYDRANT <br />CU101 C501 NOT TO SCALE <br />L City of Everett <br />EV ERETT Reviewed for Permit 07/09/2022 <br />CA, 0AI P <br />Archi[eafure & Plannin <br />1011 SW KUCKITAT WAY, STE. 208 <br />SEATTLE, WA 99134 1 (206) 631-8442 <br />hOpslAwAccaips.mm <br />729134 RIM S1 Sik. 201 <br />Ewa Wg 92H <br />Ph 42F741- <br />mmOWMNm.m <br />jj EVERETT <br />2000 TOWER STREET <br />EVERETT,WA98201 1 (425)3883100 <br />hfps:llw .evemfm.edu <br />W <br />0 <br />W <br />J <br />J <br />O <br />0 <br />H <br />z <br />1 <br />V <br />H <br />LU <br />W <br />W <br />O <br />w <br />w <br />W <br />F <br />u <br />U <br />w <br />IM <br />0 <br />LU <br />O <br />O <br />N <br />OU <br />� <br />ry <br />m <br />_ <br />7 <br />o <br />N <br />� <br />SHEET NO. I TITLE <br />C501 <br />H <br />z <br />W <br />r> <br />W <br />O <br />a <br />Q <br />X <br />z <br />I-_ <br />LU <br />wC) <br />cj� N <br />DO <br />IY <br />LU <br />0 ~ <br />LLI <br />C)(y. <br />W <br />N LU <br />TESC_AND_UTILITY <br />DETAILS <br />PROJECT NUMBER: 2022-174 G (1-1) <br />