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<br />RIM=196.13
<br />12" CONC N IE=194.18
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<br />BM I
<br />114 CORNER, SECTION 34-29-4
<br />FOUND CONCRETE MON IN CASE
<br />WITH BRASS NAIL AND PUNCH
<br />LOCATED IN SOUND AVE.
<br />ELEV. = 242.70
<br />I 0
<br />ELEMENT #1 - MARK CLEARING LIMITS:
<br />LIMIT OF CONSTRUCTION ARE CLEARLY MARKED.
<br />ELEMENT #2 ESTABLISH CONSTRUCTION ACCESS:
<br />A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN.
<br />REFER TO C.O.E. STD. DWG 201
<br />ELEMENT #3 - CONTROL FLOW RATES:
<br />FLOWS ARE MINIMAL.
<br />ELEMENT J4 - INSTALL SEDIMENT CONTROLS:
<br />SILT FENCE (C.O.E. STD. DWG 214), INLET PROTECTION (C.O.E. STD.
<br />DWG 210), MULCH ARE PROPOSED.
<br />ELEMENT J5 - STABILIZE SOILS:
<br />SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND
<br />SEEDS.
<br />ELEMENT #6 - PROTECT SLOPES:
<br />SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND SEEDS.
<br />ELEMENT #7- PROTECT DRAIN INLETS:
<br />INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS.
<br />ELEMENT#8 - STABILIZE CHANNELS AND OUTLETS. NIA
<br />ELEMENT #9 - CONTROL POLLUTANTS:
<br />ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT
<br />STORAGEIDISPERSING AREAS WILL BE INSPECTED REGULARLY TO
<br />DETECT ANY LEAKS OR SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS
<br />AND PREVENT LEAKS OF SPILLS.
<br />ELEMENT J10 - CONTROL DEWATERING:
<br />THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION
<br />PROJECT.
<br />ELEMENT j11- MAINTAIN BMP's:
<br />ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED.
<br />ELEMENT P2 - MANAGE THE PROJECT.
<br />THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION
<br />OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN
<br />SEDIMENT CONTROL.
<br />ELEMENT #13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMP'S
<br />FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: NIA
<br />1. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC) PLAN
<br />DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR
<br />DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES,
<br />RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
<br />MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
<br />FACILITIES IS THE RESPONSIBILITY OF THE APPLICANTICONTRACTOR
<br />UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
<br />VEGETATIONILANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN
<br />SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.
<br />DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
<br />FLAGGED CLEARING LIMITS SHALT_ BE PERMITTED. THE FLAGGING SHALL
<br />BE MAINTAINED BY THE APPLICANTICONTRACTOR FOR THE DURATION
<br />OF CONSTRUCTION.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
<br />CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN
<br />SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
<br />WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE
<br />APPLICABLE WATER QUALITY STANDARDS.
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
<br />REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
<br />CONSTRUCTION PERIOD, THESE ESC FACILITES SHALL BE UPGRADED
<br />AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
<br />SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED
<br />BY THE APPLICANTICONTRACTOR TO ENSURE THEIR CONTINUED
<br />FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
<br />MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
<br />FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED
<br />TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS
<br />AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
<br />CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
<br />THE DOWNSTREAM SYSTEM.
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
<br />BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF
<br />THE PROJECT ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE
<br />THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
<br />PROJECT.
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO
<br />REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
<br />11, APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM
<br />ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />12. BARE ANDIOR DISTURBED SOILS SHALL REMAIN UNCOVERED ANDIOR
<br />UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1
<br />THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY I
<br />THROUGH SEPTEMBER 30.
<br />AVERAGE
<br />RMSHED FLOOR
<br />FMShED FLOOR '.
<br />LOT #
<br />ELEVATIONS
<br />A
<br />B
<br />c
<br />D
<br />ELEVATION
<br />1
<br />193
<br />191.8
<br />193.9
<br />195.18
<br />193.90
<br />193.7
<br />2
<br />194.60
<br />195.13
<br />195.09
<br />195.02
<br />194.23
<br />194.87
<br />CAU IC) °
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
<br />INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE
<br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
<br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
<br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
<br />INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
<br />THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
<br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION,
<br />COWSTRUCTIOWSEQUENCE
<br />1. PRIOR TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL
<br />SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE
<br />CITY OF EVERETT INSPECTION UNIT AND EROSION CONTROL SPECIALIST.
<br />2. FLAG CLEARING LIMITS AND INSTALL SILT FENCE AS SHOWN.
<br />J. INSTALL ROCK CONSTRUCTION ENTRANCE.
<br />4. CLEAR AND GRUB ROAD AREAS, AND STOCKPILE AREAS. INSTALL
<br />TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S SUCH AS SILT
<br />FENCE, INLET PROTECTION, ETC.
<br />5, GRADE AND STABILIZE ROAD WITH GRAVEL BASE. COVER EXPOSED
<br />SOILS WITH MULCH, HOG FUEL OR HYDROSEED.
<br />6. CONSTRUCT WATER AND STORM UTILITIES. INSTALL GAS, POWER,
<br />TELEPHONE AND CABLE UTILITIES, AS REQUIRED.
<br />7. PLACE AND POUR CURBS AND GUTTERS.
<br />8. PAVE DRIVEWAY.
<br />9. HYDROSEED REMAINING EXPOSED SOILS AND STABILIZE PROJECT.
<br />10. FLUSH STORM DRAINAGE SYSTEM AND REMOVE SEDIMENTATION IN ALL
<br />CATCH BASINS.
<br />11, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED
<br />WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR
<br />AFTER THE TEMPORARY BMP's ARE NO LONGER NEEDED. TRAPPED
<br />SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED
<br />SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY
<br />STABILIZED.
<br />CESCL CONTACT INFORMATION MUST BE SUBMITTED
<br />TO CITY INSPECTOR PRIOR TO ANY WORK.
<br />MOMS. -
<br />CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT
<br />ALL TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND
<br />STREET CLEANING MUST OCCUR AS DIRECTED BY PUBLIC WORKS
<br />INSPECTOR.
<br />ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF
<br />COMPLETION OF CONSTRUCTION. IF RESEEDING IS NOT PRATICAL
<br />DUE TO WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST
<br />BE COVERED WITH MULCH AS DIRECTED BY THE CITY ENGINEER.
<br />TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION
<br />ACTIVITY MUST BE OPERATIONAL PRIOR TO COMMENCEMENT OF
<br />ANY CLEARING OR EARTHWORK.
<br />MOTE -
<br />ALL ACCESS ROADS AND DRIVEWAYS SHALL HAVE A
<br />MAXIMUM GRADE OF 15% TO MEET TRAFFIC STANDARDS.
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