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EASEMENTAND UTILITY NOTES
<br />TESL & GRADING NOTES
<br />1. 5' MIN SEPARATION BETWEEN CITY OPERATED UTILITIES AND OTHER PRIVATE AND PUBLIC OPERATED UTILITIES
<br />1.
<br />THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION.
<br />(PUD, CABLE TV, PHONE, GAS ETC.)
<br />2.
<br />WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL.
<br />2. NON CITY OPERATED PUBLIC UTILITIES MAY CROSS CITY EXCLUSIVE EASEMENT ONLY BETWEEN 450 AND 900
<br />WITH RIDGED STEEL CONDUIT OR PVC CONDUIT ENCASED IN RED CONCRETE AT THE PUBLIC WORKS
<br />3.
<br />AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES
<br />INSPECTORS OPTION.
<br />SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE CONTINUING
<br />EROSIONISEDIMENTATION CONTROL.
<br />J. CONDUIT DUCTING SHALL HAVE A MINIMUM COVER OF 3' AND NOT OBSTRUCT CROSSING BY OTHER UTILITIES
<br />FOR A VERTICAL DISTANCE GREATER THAN 3' IN EITHER EASEMENT.
<br />4.
<br />ALL DISTURBED AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIODS OF MARCH 1 TO
<br />MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD
<br />4. ONLY CITY OPERATED UTILITIES SHALL BE ALLOWED WITHIN CITY EXCLUSIVE EASEMENT NO OTHER
<br />APPROVED BY THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION
<br />EASEMENTS MAY BE GRANTED WITHIN THE LIMITS OF THIS EASEMENT.
<br />IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 25% OR GREATER WILL BE MULCHED WITH 2.0 TONS OF
<br />STRAW PER ACRE, OR WITH AN APPROVED EQUAL.
<br />GENERAL NOTES
<br />DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO
<br />1. FOR ANY EASEMENT ACCESS OR EASEMENT WITH PUBLIC UTILITIES, THE CITY ENGINEER SHALL DETERMINE
<br />DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES
<br />THE REQUIRED EASEMENT WIDTH BASED ON CITY STANDARDS.
<br />GREATER THAN 25% WILL BE LEFT EXPOSED FOR 3 DAYS OR MORE.
<br />2. WITH THE EXCEPTION OF THE EASEMENT ACCESS DRIVE, NO NEW DRIVEWAYS OR PARKING AREAS WILL BE
<br />5.
<br />THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL
<br />PERMITTED WITHIN THE FRONT YARD SETBACK AREA FOR ALL LOTS THAT FRONT ON THE PUBLIC STREET.
<br />NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE
<br />BEING STOPPED.
<br />J. ACCESS OFF AN EASEMENT DRIVE IS LIMITED TO ONE TWENTY FOOT DRIVEWAY AND CURB CUT PER LOT.
<br />THE DRIVEWAY SHALL NOT EXCEED TWENTY FEET IN WIDTH FOR A DISTANCE OF TWENTY FEET FROM THE
<br />6.
<br />GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70, UNIFORM BUILDING CODE.
<br />EASEMENT ACCESS DRIVE CURB. THE MINIMUM PARKING STALL WIDTH FOR TWO CARS IN FRONT OF THE
<br />GARAGE IS 20 FEET BY 20 FEET - TWO (2) STALLS. THE MINIMUM PARKING PAD FOR 4 OFF-STREET IS
<br />7.
<br />COMPACT ALL FILLS TO MINIMUM 95% MAXIMUM DENSITY.
<br />20 FEET BY 40 FEET.
<br />8.
<br />THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO
<br />4. SURFACE PARKING: EMC18.28.120 SURFACE PARKING IS ONLY PERMITTED ON A LOT WITH AN EXISTING
<br />INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. AS CONSTRUCTION
<br />HOUSE. THE PARKING AREA MAY NOT BE BETWEEN THE EXISTING HOUSE AND THE PUBLIC STREET. THE
<br />PROGRESSES AS UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY
<br />PARKING PAD MUST BE A MINIMUM OF 20 FEET BY 40 FEET AND BE A MINIMUM OF 5 FEET AWAY FROM
<br />BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DURING
<br />ANY NEW PROPERTY LINE AND MAY NOT BE WITHIN THE REQUIRED OPEN SPACE.
<br />THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO
<br />ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL
<br />5. GARAGES: ENC18.28.150 ON ALL NEW LOTS WHERE PROPOSED SINGLE FAMILY DWELLINGS ARE PROPOSED A
<br />FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES.
<br />TWO (2) CAR GARAGE IS REQUIRED.
<br />9.
<br />SUITABLE NATIVE MATERIAL EXCAVATED DURING TRENCHING SHALL BE USED FOR TRENCH BACKFILL UNLESS
<br />6. EMC18.28.120 ALL DEVELOPMENT STANDARDS FOR EASEMENT ACCESS DRIVE MUST BE MET.
<br />NOTIFIED BY THE CITY ENGINEER THAT THE NATIVE MATERIAL IS UNSUITABLE. THE CITY ENGINEER, OR HIS
<br />IVE, TIME OFAFOR
<br />LELAS ABEACONSIDERED
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<br />CONTRA CTOR RESPONSIBILITY FOR EROSIONISILTA CONTROL
<br />SUITABLETHE
<br />RACKFILL.EXAMINECAVATED NATIVE MATERIANATIVEL WILRATEI
<br />SUI ABILITYAS FOR TRENCHERMINE BACKFILLS
<br />IF IT IS:
<br />IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM WATER RUNOFF BE
<br />CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY. ANY AND ALL
<br />A. CAPABLE OF ATTAINING THE DEGREE OF COMPACTION SPECIFIED IN D COMPACTION.
<br />MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR.
<br />B. WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT.
<br />C. REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR OTHER DELETERIOUS
<br />1. REGARDLESS OF SITE, WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE FULLY
<br />MATTER.
<br />RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR
<br />SILT -LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY CREEK, STREAM, WETLAND OR
<br />10.
<br />UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN APPROVED
<br />WATER BODY ON THE SITE.
<br />DISPOSAL SITE. THE CITY ENGINEER SHALL BE PROVIDED WITH THE LOCATION OF ALL DISPOSAL SITES TO
<br />BE USED AND ALSO COPIES OF THE PERMITS AND APPROVALS OF SUCH DISPOSAL SITES.
<br />2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, "BEST MANAGEMENT PRACTICES" (BMPs), FOR
<br />11,
<br />IMPORTED MATERIAL SHALL MEET THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN SECTION 3.16.1.3
<br />STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE
<br />OF THE DESIGN AND CONSTRICTION STANDARDS AND SPECIFICATIONS, OR CRUSHED SURFACING TOP COURSE
<br />DEPARTMENT OF ECOLOGY AND THE CITY OF EVERETT.
<br />AS SPECIFIED IN SECTION 9-03.9(3) OF THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
<br />J. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER
<br />MUNICIPAL CONSTRUCTION.
<br />AND THE CITY INSPECTOR. IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE
<br />12.
<br />TRENCH BACKFILL SHALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANICAL TAMPERS OF THE IMPACT
<br />INEFFECTIVE AT CONTROLLING EROSION AND SILTATION, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO
<br />TYPE APPROVED BY THE CITY ENGINEER. THE BACKFILL MATERIAL SHALL BE PLACED IN SUCCESSIVE LAYERS
<br />AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION
<br />WITH THE FIRST LAYER NOT TO EXCEED 2 FEET ABOVE THE PIPE, AND THE FOLLOWING LAYERS NOT
<br />ACTIVITIES, WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES, SHALL CEASE UNTIL
<br />EXCEEDING 12 INCHES IN LOOSE THICKNESS, WITH EACH LAYER BEING COMPACTED TO THE DENSITY
<br />SUCH TIME AS THE WATER QUALITY IS BROUGHT UNDER CONTROL.
<br />SPECIFIED BELOW:
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM
<br />A. IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM
<br />ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF THE WEATHER.
<br />DRY DENSITY TO WITHIN 3 FEET OF SUBGRADE. THE LAST 3 FEET SHALL BE COMPACTED TO 95% OF
<br />5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON SITE AND SHALL
<br />MAXIMUM DRY DENSITY.
<br />BE IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED
<br />B. UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY.
<br />TO, STRAW BALES OR OTHER MULCHING MATERIAL, SILT FENCING AND STAKES, FILTER FABRIC, ETC.
<br />13.
<br />TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A
<br />6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL EROSION
<br />SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED,
<br />CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SILTATION
<br />PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br />CONTROL MEASURES ABOVE ALL OTHERS.
<br />14.
<br />APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PIPES,
<br />RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROVAL OF GRADING AND SEDIMENTATION CONTROL
<br />PLAN ONLY.
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<br />TESC NOTES
<br />ES
<br />1. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATION
<br />BEFORE CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,
<br />AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BY HAND OR MECHANICAL
<br />METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A
<br />SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br />2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED
<br />BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AS GRUBBING OPERATIONS,
<br />3. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE DEVELOPED AND
<br />PUBLIC WORKS INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE
<br />APPROPRIATE PARTIES.
<br />4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.
<br />5. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES
<br />SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT
<br />CONTROL.
<br />6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF
<br />PERMANENT PIPES, RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROVAL OF EROSION AND
<br />SEDIMENT CONTROL BMP'S ONLY.
<br />7. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE
<br />MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING
<br />EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE LEAVING THE SITE, AND INSTALLING AND MAINTAINING
<br />ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AS
<br />ANY EVIDENCE OF TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET
<br />SOUND AIR POLLUTION CONTROL AGENCY.
<br />8. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL
<br />EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF
<br />TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS).
<br />NOTES
<br />ES
<br />1. CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST
<br />SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY PUBLIC WORKS INSPECTOR.
<br />2. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. IF
<br />RESEEDING IS NOT PRATICAL DUE TO WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE COVERED
<br />WITH MULCH AS DIRECTED BY THE CITY ENGINEER.
<br />3. TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR TO
<br />COMMENCEMENT OF ANY CLEARING OR EARTHWORK.
<br />4. ANY GRADING/FILL ON THIS SITE SHALL BE DONE IN A MANNER THAT DOES NOT IMPACT THE SURROUNDING
<br />PROPERTIES.
<br />EROSION CONTROL DEVICES NOTES
<br />ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE REQUIRED AS PER INSPECTORS DIRECTION DURING
<br />CONSTRUCTION.
<br />SURFACE AREA DETERMINED 4' MIN.
<br />AT TOP OF WEIR�I
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<br />WASHED GRAVEL DISCHARGE TO STABILIZED
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<br />NOTE: TRAP MAY BE FORMED BY BERM OR BY
<br />PARTIAL OR COMPLETE EXCAVATION. 2" - 4" ROCK
<br />RIP RAP
<br />PURPOSE
<br />TO PREVENT SEDIMENTAWN FROM
<br />SEMTERING STORM EC'nON
<br />AJNAGE SYSTEM
<br />4 SEDI'NT TRAP DETAIL
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<br />BACKFILL AND
<br />PLACE AMOCO GEOTEXTLE 2002 \ ' e . ° a ' COMPACTED
<br />FABRIC BENEATH ROCK d
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<br />ADD WET WHEEL WELL
<br />NOTES:
<br />1. INSTALLATION:
<br />THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER
<br />OBJECTIONABLE MATERIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY
<br />DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO
<br />SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED
<br />ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
<br />2. AGGREGATE:
<br />4" TO 6" CRUSHED BALLAST ROCK WSDOT STANDARD SPECIFICATION 9-03.9 (1)
<br />3. ENTRANCE DIMENSIONS:
<br />THE AGGREGATE LAYER MUST BE AT LEAST 6 INCHES THICK. IT MUST EXTEND THE FULL WIDTH
<br />OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT
<br />LEAST 50 FEET.
<br />4. WASHING:
<br />IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM
<br />VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE
<br />VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
<br />TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE
<br />WASHING MORE CONVENIENT AND EFFECTIVE.
<br />NEWLY GRADED OR -
<br />DISTURBED SIDE SLOPE
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<br />5. MAINTENANCE:
<br />THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW
<br />OF MS ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
<br />2-INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES
<br />USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM
<br />VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
<br />N. T. S.
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<br />UIRL11Y CONFLICT NOTE, -
<br />CAUTION-
<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 SHALL INCLUDE
<br />CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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