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CITY OF EVERETT, WASHINGTON
<br />-TEMPORARY EROSION1
<br />GENERAL CONSTRVCTION NOTES STANDARD NOTES -SEDIMENTATION CONTROL NOTES
<br />I. SEE TESC & GRADING PLAN (SHEET 2) FOR DESCRIPTION OF EXISTING 1. APPROVAL OF THIS EROSIONISEDIMENTA7701V CONTROL (ESC) PLAN DOES NOT 1. ALL ENVIRONMENTALLY SENSITIVE ARE -AS AND THEIR BUFFERS SHALL BE
<br />FEATURES ON THE SITE. CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (EG. FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE.
<br />SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT FOR FACILITIES, UTILITIES). AN AREA 1411DE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS,
<br />DEMOLITION OF THE EXISTING SITE FEATURES WHICH ARE TO BE REMOVED BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF
<br />INCLUDING, BUT NOT LIMITED TO, ASPHALT, SIDEWALK, CURB & GUTTER, 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A SILT
<br />LANDSCAPE FEATURES, APPLICABLE UTILITY CONNECTIONS, ETC, CONTRACTOR MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES is FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN
<br />THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL ORANGE BARRIER.
<br />IS ALSO RESPONSIBLE FOR PROPER REMOVAL FROM THE SITE OF ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,
<br />DEMOLISHED MATERIALS AND FOR PROPER FILLING AND GRADING OF ALL IS ESTABLISHED. OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR
<br />DEPRESSIONS CAUSED BY DEMOLITION. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE TO INITIATION OF CLEARING AND GRUBBING OPERATIONS.
<br />3. IN AREAS TO BE VEGETATED, FILL SHALL BE PLACED IN 12" LAYERS, WHEN CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE 3. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION
<br />FILL IS REQUIRED, AND THE AREAS SHALL BE COMPACTED TO 90% MAXIMUM CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR. NO
<br />STANDARD PROCTOR DENSITY. IN AREAS TO BE PAVED, CUT OR FILL SHALL LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE
<br />BE AT 90% MAXIMUM STANDARD PROCTOR DENSITY WHERE MORE THAN 12" APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUC770N. APPROPRIATED PARTIES.
<br />BELOW PROPOSED FINISH GRADE, AND AT 95% MAXIMUM STANDARD PROCTOR 4, THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR
<br />DENSITY WITHIN THE TOP 12". CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A EROSION AND SEDIMENT CONTROL.
<br />MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT 5. AS CONSTRUCTION PROGRESS AND SEASONAL CONSIDERATIONS DICTATE,
<br />4. ALL SLOPED AREAS ARE 70 BE STABILIZED, AND ALL EXPOSED AREAS TO ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED ANDIOR ALTERED
<br />BE LANDSCAPED SHALL BE SODDED OR SEEDED IMMEDIATELY AFTER GRADING. QUAL17-Y STANDARDS. AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL
<br />SUCH AREAS SHALL BE MAINTAINED UNTIL SUITABLE GROWTH IS ESTABLISHED. 5, THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE
<br />ROUGH GRADING OF LANDSCAPED AREAS SHALL BE TO 4" BELOW PROPOSED FOR ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING
<br />FINISH GRADE AND FINAL GRADING SHALL PLACE TOPSOIL MATERIALS TO THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES
<br />STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br />REQUIRED FINISH GRADE. ALL GRADES SHOWN ON THE PLAN ARE FINISHED DO NOT LEAVE THE SITE.
<br />GRADES. 7. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE
<br />6, THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF -PRODUCING STORM,
<br />5. BUILDING LOCATION, DIMENSIONS, AND GRADING ARE BASED ON INFORMATION APPLICANTICONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, TO ENSURE PROPER OPERATION OF -ALL EROSION AND SEDIMENT CONTROL
<br />AVAILABLE AT TIME OF PLAN PREPARATION. SOME DEVIATIONS MAY BE ESPECIALLY AFTER STORM EVENTS. FACILITIES,
<br />NECESSARY AT TIME OF CONSTRUCTION, ANY CHANCES, DEVIATIONS, OR & APPROVAL OF T141S PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,
<br />CONFLICTS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING THE 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED SIZE, NOR LOCATION OF PERMANENT PIPES, RESTRICTORS, OR DETENTION
<br />A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A FACILITIES, BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL
<br />APPLICABLE CONSTRUCTION ITEM, MAJOR STORM EVENT BMPS ONLY.
<br />6. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO 9. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD
<br />PROPOSED UTILITY CONNEC77ONS TO THE FACILITY, INCLUDING GAS, SEWER, ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY
<br />CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING
<br />WATER, TELEPHONE, AND OTHER UTILITIES INDICATED ON ARCHITECTURAL OR OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM STOPPED.
<br />CIVIL PLANS. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE OR SYSTEM, 10. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,
<br />SCHEMATIC. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES IN AVAILABLE, AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION,
<br />THE FIELD PRIOR TO ANY CONSTRUCTION. ALL UTILITY CONSTRUCTION 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS,
<br />SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCES AND BUILDING CODES. BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING
<br />PROJECT ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION
<br />7. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COSTS NECESSARY TO PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF
<br />PROVIDE ELECTRICAL SERVICE, SEWER TIE-IN, TAPPING FEES, CONNECTION 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR
<br />COSTS AND 141ATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY DEBRIS AND SEDIMENT TRACKED OFF THE SITE. THE PUGET SOUND AIR POLLUTION CONTROL AGENCY.
<br />COMPANIES. 11. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY
<br />8. ALL LOT STRIPING SHALL BE YELLOW REFLECTIVE TRAFFIC PAINT, EXCEPT ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL, CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE
<br />THAT HANDICAP PARKING STRIPING SHALL BE INTERNATIONAL BLUE, PAINT 12RARE ANDFOR
<br />DISTURBED SOILS SHALL REMAIN UNCOVERED ANDIOR CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS).
<br />.
<br />SHALL CONFORM TO STATE DOT SPECIFICATIONS AND LOCAL REQUIREMENTS UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER I THROUGH APRIL
<br />AND STANDARDS. 30, AND FOR NO MORE THAN 7 DAYS FROM MAY I THROUGH SEPTEMBER 30.
<br />9. ALL ITEMS TO BE CONSTRUCTED ON T141S SITE SHALL BE COMPLETED IN
<br />ACCORDANCE WITH APPLICABLE STATE, CITY , OR LOCAL CODES. ALL
<br />WORK IN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH STATE
<br />NOTES
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<br />A11ACH HN A MANNER THAT
<br />ASSURES FABRIC IS FIRIVILY
<br />HELD BY THE BACKUP
<br />SUPPORT 94 A WAY THAT
<br />REDUCES THE POTENTIAL
<br />FOR PABRIC TEARINC3 -
<br />BACKUP SUPPORT
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<br />CONSTRUCTION EN Tj RANCE
<br />POST SEE WSDOTSTANDARD
<br />SPECIFICATIONS 8-01,3(9)A
<br />FASTEN 13E0JTfXTILE TO
<br />POST EVERY6" IN 0,C.
<br />BACKFILLE
<br />6 j 6 j'NI i N GR A0 E
<br />NATIVE SOIL ---\�EOTEXTILE, 120# h1l I N T E IN S I L r E STRENGTH,
<br />UV STABILQED
<br />SUFl Y GEOTEXTILE
<br />IN TRENCH ---
<br />TYPICAL INSTALLATION DETAIL
<br />UNSTALL. BACKOP SUPPORTFOR
<br />THE GEOTEXTILE SEE STANDARD
<br />SPFONCATION SECTION 8,0lI3(9)A -
<br />GECTEXTILE FOR SILT FcEflCE
<br />SEE STANDARD SPEOPICATION'
<br />SECTION 9-33-2 11), TABLE 6 -
<br />NOTES
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<br />CITY OFEVERETT
<br />PUSUC WORKS DEPARTMENT
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<br />CONSTRUCT30N ACC-ESS 2 i 011.
<br />NOTES
<br />I. INSTALL THE ENDS OF ThE SILT FENCt TO PO 11V
<br />SLI04TLY UPSa'!Pf TO PPEVENT SEDINIENT 4RQfo
<br />FLOWJNG AROUND THE ENDS OF THE FENCC
<br />2- FIERFORNMI NWtOlNANCE MJ ACCORDANCE WITH
<br />WSOOTSTANOARD SPECIFICATIONS 801.3(9),A
<br />AND 8-01.3t15).
<br />3. SPLICES SHALL NEVER BE PL4CEDIN 1_04.1 SPOTS
<br />OR SUMP LOCATIONS. IF SPLICES.8,RE LOCA]"ED IN,
<br />ILILAV OR SUNIP APEAS, THE FENCE AY NEEL, TO
<br />BE REINSTALLED UNLESS OTHERWISE APPROVED.
<br />4. INSTALL SiL fFENCINIG PARALLEL TO IWANPED
<br />CONTOUR LINES.
<br />5. DURING LXCAVATtON, MININUZE: DISTURBING
<br />TH E GROUND AROUN-1) T) RFIVCH AS UCH AS IS
<br />FIASiSLE, AND SM200TH SURFACE FOLLOVdiNG
<br />EXCAVATiONATO AVOID CCt,4CENTRATING FLOVVS,
<br />CONIPACTIONHALIST PE ADEQUATE TO PREVENT
<br />UNCJEPCUTTHNI„ FLOWS.
<br />I �7LEL Po�
<br />(TYPICAL)
<br />FABRIC
<br />(GEOTEXT
<br />[TYNCAll
<br />BAICKLIP SUPPORT
<br />(TYPIC61)
<br />SPUCEl FENCE SECTIONIS $1HALL BE CLOSE ENOUGH TOGETHER
<br />TO PREVENT SILT LADEN 1JUATER PROM ESCAPING THFIOIjr�H THE,
<br />' FENCE AT THE OVIERLAP.
<br />SPLICE DETAIL.
<br />TYPICAL SILT FENCE WSOOT STO PLAN 1-30.10-02 ACCEPTAgLE SUSSFITUTE
<br />WITH BACKUP SUPPORT EXCEM STEEL POST REQUIRED
<br />ISOMETRIC CITY OF EVERETT
<br />FUSILOC WORKS DEPARTMENT'
<br />TEMPORARY SILT FENCE 214
<br />SS#19-001
<br />Ca`iTTY OF EVERETT
<br />REVIEWED FOR PERIMIT
<br />
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