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LEGEND <br />N <br />ld — <br />C <br />WEST MARINE VIEW DRIVE <br />-ter <br />— — — — — — — LIMITS OF WORK <br />ss <br />SANITARY SEWER <br />s� <br />STORM DRAIN <br />+� <br />WATER SYSTEM <br />EXISTING FIRE <br />7 <br />HYDRANT <br />EXISTING GROUND <br />CONTOUR <br />PL <br />PROPERTY LINE <br />x <br />TEMPORARY <br />CONSTRUCTION FENCE <br />0— <br />SILT FENCE <br />UNDERGROUND <br />TELECOMMUNICATIONS <br />GAS <br />p <br />UNDERGROUND POWER <br />GRAVEL <br />NOTES <br />O1 TEMPORARY SILT FENCE PER CITY OF EVERETT <br />STANDARD PLAN 214. <br />OINLET SEDIMENT TRAPS. INLET SEDIMENT TRAPS <br />SHALL BE INSTALLED IN ALL NEW STORM CATCH <br />BASINS THROUGHOUT CONSTRUCTION. PER CITY OF <br />EVERETT STANDARD PLAN 210, <br />O3 INSTALL CONSTRUCTION FENCE TO SECURE THE <br />PROJECT SITE AS SHOWN PER BMP C103. IT SHALL <br />BE THE CONTRACTORS RESPONSIBILITY TO SECURE <br />THE PROJECT SITE AND PROVIDE CONSTRUCTION <br />GATE AS NEEDED TO ACCESS THE SITE <br />O4 CONSTRUCTION ENTRANCE PER COE STANDARD <br />DETAIL 201 <br />1x I i <br />+ a <br />STANDARD ESC NOTES: <br />1 j - 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE <br />AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF <br />ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACIUTIES, UTILITIES). <br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, <br />r REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE <br />CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND <br />- --- — VEGETATION/LANDSCAPING <br />R SOF THECLEAR IS N� <br />� 3. LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY <br />- <br />e <br />BOUNDARIES <br />FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO <br />1 x P-? 1 DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING <br />r = 1 �i a,,sa — SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. <br />r I t * `f.; Y I 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH <br />1ALL <br />y ;:: <br />2 Ix r LANDSCAPE ///���� 1 SEDIMENTCLE�AND SEDING AND GENTINIADENnWATER, AND IN SUCH A MANNER AS D0 NOT ENTER THE DRAINAGETSYSTEMRE THAT <br />ROADWAYS, <br />yr ? '� 1 OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br />`I - 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR <br />ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES <br />OL �x - _ -------_ SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT <br />r 1 -- — - ----- _ -- ---- - SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. <br />1 L-x BOLLARD, TYP. 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE <br />x x x x x x x x x x x xx- <br />-- x -- —_-- x — x N —, r------------------------------------ — ---N —,,.— —� APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER <br />STORM EVENTS. <br />1 7, THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM <br />PL PL PL t PL PL PL PL PL PL r <br />OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br />j' 4 1 2 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE <br />1 3 2 i I 2 u WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE <br />CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN <br />1 1 _ �d WATER INTO THE DOWNSTREAM SYSTEM. <br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF <br />CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL <br />3 MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR <br />-- v 1 I --- THE DURATION OF THE PROJECT. <br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DENS AND <br />SEDIMENT TRACKED OFF THE SITE. <br />11.APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE <br />t= PLAN WATER BODIES IF THE PROPOSED BMPS FAIL <br />scxE IN IM 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO <br />MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 <br />IF THIS DRAWING IS NOT 22'x34' SCALE ACCORDINGLY. 15 0 15 30 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br />� PROJECT ENGINEER: SCALE: DWG. NO. <br />a PND ENGINEERS, INC. IS NO" RESPONSIBLE FOR SAFETY �E J. KEISER NOTED <br />PORT OF EVERETT D1.02 <br />Port o, f PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE �,(� <br />MINIM CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS.'Ap `� DESIGNED DATE: PORT GA R D N E R LA N D I N G <br />3240EudakeAvemwE WHERE SPECIFICATIONS ARF GENERAL CR NOT CAL_ED OUT, � W. THOMPSON MARCH 2O22 GP NO. <br />Swde,Ruhingam98102 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF BUILDING 6-8-025-01 <br />EVERM R 2D6.624.1397 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PRCJECT ONLY 9 RANIW BY: CHECKED BY: <br />n ENGINEERS, INC. J .pndcrgffwm.ccorn AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o G. DEAN C. CASTONA PROJECT <br />N PAX B07 s" APPROVAL FROM ®3/31/22 JBK loot ISSUED FOR PERMIT IN ANY MANNER THADT WOULD CONSTITLT ALSO <br />A DETRIMENT APPROVED <br />USED �`�sS�oNAIw��'�`? APPRD�D TEMP 0 RA RY SEDIMENT AND �• PD-SM-2021-07 <br />E�ETr, WA >te2as <br />Y (42S) 2SF3164 DIRECTLY OR INDIRECTLY TO PND. <br />NO. DA-E BY REVISION EROSION CONTROL PLAN sHEEr No. 10 of 97 <br />