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<br />E 1-1 61\IIv,-� EASEME�
<br />IE=543.36' (12"" PVC S)
<br />IE=543.36' (12" PVC N)
<br />/ CB T-1
<br />/ RIM=546.21 '
<br />IE=542.81' (18" CONIC S)
<br />COULD NOT LOCAT OTHER END
<br />BMP SELECTION FOR OF TESL
<br />ELEMENT #1 - MARK CLEARING LIMITS:
<br />LIMIT OF CONSTRUCTION ARE CLEARLY MARKED.
<br />/ BMP C103
<br />/ ELEMENT #2 - ESTABLISH CONSTRUCTION ACCESS:
<br />N/A
<br />BMP C105
<br />ELEMENT #3 - CONTROL FLOW RATES:
<br />FLOW IS MINIMAL.
<br />NO BMP's ARE PROPOSED.
<br />ELEMENT #4 - INSTALL SEDIMENT CONTROLS:
<br />INLET PROTECTION IS PROPOSED.
<br />BMP C220
<br />ELEMENT #5 - STABILIZE SOILS:
<br />ALL AREAS TO BE PAVED.
<br />NO BMP's ARE PROPOSED.
<br />ELEMENT #6 - PROTECT SLOPES:
<br />N/A
<br />NO BMP's ARE PROPOSED
<br />ELEMENT #7- PROTECT DRAIN INLETS:
<br />INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS.
<br />BMP C220
<br />ELEMENT#8 - STABILIZE CHANNELS AND OUTLETS:
<br />N/A.
<br />NO BMP's ARE PROPOSED.
<br />® ELEMENT #9 - CONTROL POLLUTANTS:
<br />ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT STORAGE/DISPERSING AREAS
<br />WILL BE INSPECTED REGULARLY TO DETECT ANY LEAKS OF SPILLS, AND TO
<br />IDENTIFY MAINTENANCE NEEDS AND PREVENT LEAKS OF SPILLS.
<br />Know what's below. BMP's C151, C152 & C153.
<br />Call before you dig. ELEMENT #10 CONTROL DEWATERING:
<br />THERE
<br />UTILITY CONFLICT NOTE:' NO BMP'WILL s ARE PROPOSEDERING AS PART OF THIS CONSTRUCTION PROJECT.
<br />CAUTION.' ELEMENT #11- MAINTAIN BMP's:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED.
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE BMP's C150 & C160.
<br />PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE ELEMENT #12 - MANAGE THE PROJECT:
<br />CALLING UTILITY LOCATE © 1-800-424-5555 POTHOLING ALL OF THE EXISTING THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION OF THE AREA
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN SEDIMENT CONTROL.
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN BMP's C105, C160 & C162.
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR ELEMENT #13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMP'S FOR RUNOFF
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL FROM ROOFS AND OTHER HARD SURFACES: N/A
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO BMP's ARE PROPOSED.
<br />SCALE: 1" = 30'
<br />30' 15' 0 30' 60'
<br />FOUND REBAR & CAP
<br />"LS 9435"
<br />+NLINK FENCE
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<br />FIT DRAIIIIIAGE AREA AND -,-MODIFY AS
<br />NECESSARY . ENSURE SATISFACTORY MAPPING
<br />OF r • r MAY SEUSED
<br />*04 OM AND WTTER ARE WSTAUM
<br />GRATE=M OUT WIM SEDIMENT REACHES 6* MOW
<br />TO PREVW SMMENTA11014"
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<br />CITY OF EVERETT CATCH BASIN INLET 9- 1-1991
<br />PUBLIC Vlti'31'�KS TATI04 TRAP date
<br />SEIII`+�EI�I
<br />r ENGINEERING & PUBLIC + t
<br />1
<br />SERVICES DEPARTMENT TYPE C' I number
<br />0 CATCH BASIN / INLET SEDIMENTA TION TRAP TYPE 'C'
<br />N. T. S. (STD. DWG. 213)
<br />_ _
<br />CL 5 �8 RLAPLANAP'P RQVE
<br />53.16 15" PIN
<br />! �''-° m � � s � � 6
<br />EAN UT R M=5 0. 52.52 SO h� tl 53.14 % 12" PINE aUB�xcsERvtCEs E
<br />TYP UN NOW
<br />\ SS37 BLDG
<br />„®„ SD 12" Pn DRAINAGE EROSION
<br />04 "W Sso PUBLIC WOR®CS
<br />409.44' , \ 52 c�l� 52�5 6� �� 0 12" PINE DEPARTMENT
<br />_ I �' S52 5C AINLINK FENCE WATER
<br />EX c°w+Pncr mPnc* 15j p A PUBLIC WORKS PERMIT IS
<br />oMP c, REQUIRED? PRIOR TO STARTING
<br />OCAT OF � ---- �o vA�. � 74" PINE
<br />O0 pOT 0O PA �? SEWER ANY CONSTRUCTION ON THIS
<br />WIDE PUD ` F. ❑ sc?Cp�y6, PROIECf. APPROVAL FOR THIS
<br />- ` _` ~ 9 PROJECT 15 CONDITIONAL PER
<br />�005 ``- � _ -- - » PI DEAD CURRENT CITY A � Ras AND
<br />_ 763'-3" (DEAD) TRAFFIC
<br />�79) EQ. EASEMENT AF 9606110489 - EXPIRES -- - UNLESS
<br />PERMIT FOR CONSTRUCTION HAS
<br />POWER 40'04"E 48.52' N89' 13'50 "W 119.00 , - -
<br />OWER N82° � CITY NEER BEEN ISSUE®.
<br />TRANSFORMER VAULT \ 24.0' 7, - qq
<br />76'-0» L 1. . 1' -CHAINLINK
<br />TELEP OV 9) EQ SPACES ��'X6-JERSE-Y IE-549.26' (12;; P F FENCE W/BARB _
<br />( BARRIER 2' NIGH IE=549.29 (12 PVC Vl) WIRE TOP Ir,, PROPOSED ASPHALT
<br />GATE 6' CHAINLINK IE=549.64' (6" PVC E)
<br />FENCE W/BARB FOC - FACE OF CURB
<br />6" GONG WALL FO ND LEAD & \ WIRE- TOP FOUND REBAR & CAP W/6' CHAINLINK FENCE TACK "G4 INC 9435"
<br />TOC -TOP OF CURB
<br />\
<br />W/BARB WIRE TOP "KNA 11033"
<br />\ 15' WATER EASEMENT NOTES
<br />TESC & GRADING NOTES AF#9007060231
<br />1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO 9. SUITABLE NATIVE MATERIAL EXCAVATED DURING TRENCHING SHALL BE USED FOR CITY STREETS ARE TO BE KEPT CLEAN OF DIRT
<br />ALL OTHER CONSTRUCTION. TRENCH BACKFILL UNLESS NOTIFIED BY THE CITY ENGINEER THAT THE NATIVE AND DEBRIS AT ALL TIMES DURING CONSTRUCTION.
<br />MATERIAL IS UNSUITABLE. THE CITY ENGINEER, OR HIS REPRESENTATIVE, WILL DUST SUPPRESSION AND STREET CLEANING MUST
<br />2. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. EXAMINE EXCAVATED NATIVE MATERIAL AT THE TIME OF EXCAVATION TO OCCUR AS DIRECTED BY PUBLIC WORKS
<br />DETERMINE ITS SUITABILITY FOR USE AS BACKFILL. NATIVE MATERIAL WILL BE INSPECTOR.
<br />J. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE CONSIDERED SUITABLE FOR TRENCH BACKFILL IF IT IS:
<br />EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS ALL EXPOSED GROUND MUST BE RESEEDED WITHIN
<br />REQUIRED BY THE CITY ENGINEER TO ENSURE CONTINUING A. CAPABLE OF ATTAINING THE DEGREE OF COMPACTION SPECIFIED IN D 30 DAYS OF COMPLETION OF CONSTRUCTION. IF
<br />EROSION/SEDIMENTATION CONTROL. COMPACTION. RESEEDING IS NOT PRATICAL DUE TO WEATHER OR
<br />B. WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT. SEASONAL PROBLEMS, THE GROUND MUST BE
<br />4. ALL DISTURBED AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING C. REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR COVERED WITH MULCH AS DIRECTED BY THE CITY
<br />THE PERIODS OF MARCH 1 TO MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL OTHER DELETERIOUS MATTER. ENGINEER.
<br />BE Y FE IATELY EVERETTSEEDED PUBLI WITH A ORKS DIX AND BY A EPARTMENT AND MAINTAINEDVED UNTIL BY SEED 10. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND CONTRACTOR RESPONSIBILITY FOR EROSION/SILTATION CONTROL TEMPORARY EROSION CONTROL MEASURES FOR
<br />GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 25% OR HAULED TO AN APPROVED DISPOSAL SITE. THE CITY ENGINEER SHALL BE CONSTRUCTION ACTIVITY MUST BE OPERATIONAL
<br />PROVIDED WITH THE LOCATION OF ALL DISPOSAL SITES TO BE USED AND ALSO
<br />GREATER WILL BE MULCHED WITH 2.0 TONS OF STRAW PER ACRE, OR WITH AN IT IS THE INTENT L THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM WATER RUNOFF BE
<br />PRIOR TO COMMENCEMENT OF ANY CLEARING OR
<br />APPROVED EQUAL. COPIES OF THE PERMITS AND APPROVALS OF SUCH DISPOSAL SITES. CONTROLLED ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY. ANY AND ALL EARTHWORK.
<br />MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR.
<br />DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE 11. IMPORTED MATERIAL SHALL MEET THE REQUIREMENT OF GRAVEL BORROW AS 1. REGARDLESS OF SITE, WEATHER, SOIL OR OTHER CONDITIONS, THE CONTRACTOR SHALL BE FULLY
<br />APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR SPECIFIED IN SECTION 3.16.1.3 OF THE DESIGN AND CONSTRICTION STANDARDS RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR
<br />7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES GREATER THAN 257 WILL BE AND SPECIFICATIONS, OR CRUSHED SURFACING TOP COURSE AS SPECIFIED IN SILT -LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY CREEK, STREAM, WETLAND OR
<br />LEFT EXPOSED FOR 3 DAYS OR MORE. SECTION 9-03.9(3) OF THE 1991 STANDARD SPECIFICATIONS FOR ROAD, WATER BODY ON THE SITE.
<br />BRIDGE AND MUNICIPAL CONSTRUCTION.
<br />5, THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND 2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE
<br />DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS 12. TRENCH BACKFILL SHALL BE SPREAD IN LAYERS AND COMPACTED BY FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, "BEST MANAGEMENT PRACTICES" (BMPs), FOR
<br />CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. MECHANICAL TAMPERS OF THE IMPACT TYPE APPROVED BY THE CITY ENGINEER. STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE
<br />THE BACKFILL MATERIAL SHALL BE PLACED IN SUCCESSIVE LAYERS WITH THE DEPARTMENT OF ECOLOGY AND THE CITY OF EVERETT -- ------
<br />6. GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70, FIRST LAYER NOT TO EXCEED 2 FEET ABOVE THE PIPE, AND THE FOLLOWING
<br />UNIFORM BUILDING CODE. LAYERS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS, WITH EACH LAYER 3. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER
<br />BEING COMPACTED TO THE DENSITY SPECIFIED BELOW: AND THE CITY INSPECTOR. IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE REV. NO. DESCRIPTION INITIALS
<br />7. COMPACT ALL FILLS TO MINIMUM 95% MAXIMUM DENSITY. A. IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE INEFFECTIVE AT CONTROLLING EROSION AND SILTATION, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO
<br />8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COMPACTED TO 90% OF MAXIMUM DRY DENSITY TO WITHIN 3 FEET OF AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIATE REMEDY. ALL CONSTRUCTION
<br />TH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES, SHALL CEASE UNTIL
<br />COLLECTION FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT SUBGRADE. THE LAST 3 FEET SHALL BE COMPACTED TO 95% OF MAXIMUM SUCH TIME ACTIVITIES, WAS ITH THE WATER QUALITY I5 BROUGHT UNDER CONTROL. R s�
<br />ENTER THE NATURAL DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND DRY DENSITY.
<br />UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM
<br />FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF B. UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90% ACTIVTY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF THE WEATHER.
<br />THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION OF MAXIMUM DRY DENSITY. pa U z
<br />IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON SITE AND SHALL
<br />ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND 13. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL
<br />BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT BE IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED p 36 99 q w
<br />TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT TO, STRAW BALES OR OTHER MULCHING MATERIAL, SILT FENCING AND STAKES, FILTER FABRIC, ETC. ti
<br />ADJACENT .PROPERTIES. CLEFACILITIES ARING �/OR OPERTONALACONSTRUCTIOND THE POTENTIAL �ORMANENT EROSION HAS PASSED.DRAINAGE
<br />�s ZONAL
<br />6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL EROSION
<br />14. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SILTATION
<br />SIZE, NOR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES; BUT CONTROL MEASURES ABOVE ALL OTHERS.
<br />05-17-2018
<br />IS AN APPROVAL OF GRADING AND SEDIMENTATION CONTROL PLAN ONLY.
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