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3
<br />LENGTH AS REQUIRED 100' MIN, EXCEPT
<br />MAY BE REDUCED TO SO' MIN FOR
<br />SITES WITH LESS THAN ONE ACRE
<br />OF EXPOSED SOIL OR APPROVED BY INSPECTOR -
<br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL
<br />STABILIZATION FROM THE EDGE OF THE EXISTING
<br />ROADWAY TO THE CONSTRUCTION ENTRANCE,
<br />OR AS DIRECTED BY THE ENGINEER
<br />GRADING QUANnnES
<br />CUT: 50 CY
<br />FILL: 50 CY
<br />GRADING QUANTITIES ARE ROUGH CALCULATIONS THAT
<br />DO NOT TAKE INTO ACCOUNT SHRINKAGE OR SWELLAGE.
<br />ATTACH IN A MANNER THAT
<br />ASSURES FABRIC IS FIRMLY
<br />HELD BY THE BACKUP
<br />SUPPORT IN A WAY THAT
<br />REDUCES THE POTENTIAL
<br />FOR FABRIC TEARING
<br />BACKUP SUPPORT
<br />BACKFILLED &
<br />COMPACTED
<br />NATIVE SOIL---, rcn Yni
<br />BURY GEOTEXTILE
<br />IN TRENCH
<br />EX'SS1idG ?ONO
<br />DEPTH
<br />TYPICAL
<br />ISOMETRIC VIEW
<br />CONSTRUCTION ENTRANCE
<br />POST SEE WSDOT STANDARD
<br />SPECIFICATIONS 8-01.3(9)A
<br />FASTEN GEOTEXTILE TO
<br />POST EVERY 6" IN O.C.
<br />SELF-LOCKING TIE-NYLONE
<br />6/6 (MIN GRADE)
<br />120# MIN TENSILE STRENGTH,
<br />UV STABILIZED
<br />oZ
<br />Nc'
<br />TYPICAL INSTALLATION DETAIL
<br />INSTALL BACKUP SUPPORT FOR
<br />THE GEOTEXTILE SEE STANDARD
<br />SPECIFICATION SECTION 8.01.3(9)A
<br />20 /
<br />to
<br />E„a
<br />GEOTEXTILE FOR SILT FENCE
<br />SEE STANDARD SPECIFICATION
<br />SECTION 9-33.2 (1), TABLE 6 -
<br />TYPICAL SILT FENCE
<br />WITH BACKUP SUPPORT
<br />ISOMETRIC
<br />NOTES
<br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL
<br />MEET THE REQUIREMENTS OF WSDOT STANDARD
<br />SPECIFICATION SECTION 8-01.3(7).
<br />INSTALL DRIVEWAY CULVERT
<br />IF THERE 15 A ROADSIDE DITCH
<br />PRESENT
<br />30' MIN TYPICAL
<br />PERMEABLE BALLAST TYPICAL SEE
<br />STANDARD SPECIFICATION
<br />SECTION 9-03.9(2)
<br />PROVIDE FULL WIDTH OF
<br />INGRESS/EGRESS AREA
<br />15' MIN
<br />WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE
<br />OxCITY OF EVERETT
<br />ff PUBLIC WORKS DEPARTMENT
<br />" VAN H6THERGRIFFIN AIILWILHEM ' VS 04/03/2017
<br />CONSTRUCTION ACCESS 201
<br />NOTES
<br />1. INSTALL THE ENDS OF THE SILT FENCE TO POINT
<br />SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM
<br />FLOWING AROUND THE ENDS OF THE FENCE.
<br />2. PERFORM MAINTENANCE IN ACCORDANCE WITH
<br />WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A
<br />AND 8-01.3(15).
<br />3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS
<br />OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN
<br />LOW OR SUMP AREAS, THE FENCE MAY NEED TO
<br />BE REINSTALLED UNLESS OTHERWISE APPROVED.
<br />4. INSTALL SILT FENCING PARALLEL TO MAPPED
<br />CONTOUR LINES.
<br />S. DURING EXCAVATION, MINIMIZE DISTURBING
<br />THE GROUND AROUND TRENCH AS MUCH AS 15
<br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING
<br />EXCAVATION TO AVOID CONCENTRATING FLOWS.
<br />COMPACTION MUST BE ADEQUATE TO PREVENT
<br />UNDERCUTTING FLOWS.
<br />BACKUP SUPPORT
<br />Fti0
<br />(TYPICAL)
<br />�F�
<br />STEEL POST
<br />\
<br />(TYPICAL) -.
<br />FABRIC
<br />Qp0 (GEOTEXT
<br />(TYPICAL)
<br />BMP T5.13 POST CONSTRUCTION SOIL QUALITY AND DEPTH:
<br />ALL DISTURBED AREAS, (NOT OTHERWISE COVERED BY IMPERVIOUS AREA), ON AND OFF SITE, SHALL MEET THE
<br />COMPOST AMENDED REQUIREMENTS OF BMP T5131N THE 2016 SNOHaV01 COUNTY DRAINAGE MANUAL VOLUME
<br />V CHAPTER 5
<br />CALCULATED AMENDMENT RATES MAYBE MET THROUGH USE OF TOPSOIL AND DUFF FROM THE PROPERTY
<br />AMENDED TO MEET THE CARBON TO NITROGEN RA710 REQUIREMENTS, AND MEETING THE CONTAMINANT
<br />STANDARDS OF GRADE A COMPOST
<br />TOPSOIL DEPTHS SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE R007S LIMIT THE DEPTH
<br />OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.
<br />SUBSOIL BELOW THE TOPSOIL LAYER SHOULD BE SCARIRED AT LEAST 4 INCHES WITH SOME INCORPORATION OF
<br />THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS WHERE FEASIBLE.
<br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
<br />TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE
<br />FENCE AT THE OVERLAP.
<br />SPLICE DETAIL
<br />WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE
<br />EXCEPT STEEL POST REQUIRED
<br />CITY OF EVERETT
<br />PUBLIC WORKS DEPARTMENT
<br />�k"AN SASS ETHER GRIFFIN AUL ILHEL nrevmpH 03/17/20
<br />TEMPORARY SILT FENCE ( 214
<br />0 20
<br />Scale 1 " = 20'
<br />EiE c'®
<br />3gE
<br />y®
<br />SURVEY BOUNDARY & TOPOGRAPHY NOTE:
<br />EXIS77NG SITE FEATURES, BOUNDARY, AND TOPOGRAPHY WERE
<br />PROVIDED BY A SURVEY PREPARED BY ORCA LAND SURVEYING
<br />DATED 2-17-20 .
<br />SEC. TWN. N, h�1�T 04E, 1VvT 114 4 (� SW 114
<br />a
<br />TBM
<br />EEE
<br />6EE
<br />, 0
<br />R/M = 12P .61
<br />lE = 126.40' PW 8" W
<br />11 PVC 4' S So
<br />1E = 126,29 ` ONCRETE 10" E
<br />EE
<br />11
<br />i v`
<br />6' WOOD FENCE SOUTH /
<br />RANS1?IONS TO 4' WOOD °
<br />FENCE NORTH
<br />FENCE 0.3'
<br />OF PROPERTY LINE
<br />.u.�.- -.13
<br />EXISTING
<br />FOUNDATION
<br />TBR
<br />j tNG l DRI WA
<br />USE EX. DRIVEWAY AS
<br />TEMPORARY
<br />CONSIRUCTION ACCESS
<br />UIVTTLL.E... RIVJ W,4
<br />R VIED
<br />CONC. SLAB
<br />L TBR o
<br />' £'XISTIAIG
<br />DRI SWAY . �.. TEA
<br />.TBR . TO
<br />4
<br />s
<br />FINISHED TEA
<br />$Ei®
<br />Ei9
<br />�EXPWR
<br />POLE
<br />REBAR AND CAP F01I
<br />1 2" REBAR "T;RI 144900
<br />TED JAaNUA . 29, 2020
<br />CHAINLINK FENCE
<br />I
<br />4' CHAINONK FENCE CORNER IS 0.5' EAST
<br />I
<br />)
<br />I
<br />I
<br />'Y STOCKPILE FOR I
<br />s DUFF - COVER 5
<br />HOURS
<br />1
<br />I�
<br />i
<br />I
<br />I
<br />iY STOCKPILE FOR
<br />HAnurmv - COVER WITHIN 5 s
<br />FLOOR 24 H S I
<br />ELEVATION '- I
<br />=132.95' _.
<br />HOUSE I OUSE
<br />(TBR) FINIS (TBR)
<br />1 FLOOR
<br />1 I [CEVA 770N=134.13'
<br />DECK
<br />- (TBR)
<br />LANDSCAPE CURB
<br />i - _-132
<br />mnnn v.r_nnnw um„a 1
<br />W/ ORANGE FENCE
<br />AREA OF CLEARING: "
<br />°,16,782 SF ORANGE PRO7ECR1�
<br />EX. TREE
<br />f`'
<br />FIR 2 12"DCIDIOUS
<br />TBR`
<br />I �
<br />12'
<br />Know what's below.
<br />Call 811 two business days
<br />before you dig.
<br />0.25' SOUTH OF
<br />!
<br />!
<br />FENCE 0.2' WEST
<br />OF PROPERTY LIME !
<br />!
<br />!
<br />9
<br />I
<br />I
<br />!
<br />I
<br />E
<br />0
<br />I
<br />!
<br />r
<br />4' CHAINLINK FENCE
<br />� I
<br />I`r !
<br />r°' t
<br />!
<br />UTILITY CONFLICT NOTE. -
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
<br />LOCA770N, DIMENSION AND DEPTH OF ALL EXISTING U77U71ES
<br />WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
<br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
<br />LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
<br />POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
<br />OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
<br />NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
<br />INFORMATION AND ARE SUBJECT TO VARIATION.
<br />1ST REVIEW PER CITY OF EVERETT
<br />LETTER DATED - 6-22-21 REVISION DATE 7-5-21
<br />VICINITY MAP
<br />N. is S.
<br />COVER METHODS: 5 s
<br />PROTECT DISTURBED SLOPES BY MULCHING (2"-4- THICKNESS). THIS CAN BE DONE BEFORE OR AFTER PERMANENT SEEDING. THE
<br />TYPES OF MULCHES AVAILABLE ARE DESCRIBED BELOW (TAKEN FROM ME D.O.E. MANUAL):
<br />STRAW - MOST COMMONLY USED IN CONJUNCTION WITH SEEDING. ITS USE IS RECOMMENDED WHERE IMMEDIATE PROTECTION IS
<br />REQUIRED AND PREFERABLY WHERE THE NEED FOR PROTECTION WILL BE LESS THAN 3 MONTHS THE STRAW SHOULD COME FROM
<br />WHEAT OR OATS, AND MAY BE SPREAD BY HAND OR MACHINE. STRAW CAN BE WINDBLOWN AND MUST BE ANCHORED DOWN (ROLLING
<br />OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING TACKIFIER). CORN STALKS - THESE SHOULD BE SHREDDED INTO 4 TO
<br />6-INCH LENGTHS STALKS DECOMPOSE SLOWLY AND ARE RESISTANT TO WNDBLOW.
<br />WOOD CHIPSIBARK CHIPS - SUITABLE FOR AREAS THAT WILL NOT BE CLOSELY MOWED, AND AROUND ORNAMENTAL PLANTINGS CHIPS
<br />DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING. WOOD CHIPS MUST BE TREATED WITH 12 POUNDS NITROGEN PER TON TO
<br />PREVENT NUTRIENT DEFICIENCY IN PLANTS (NOT NECESSARY FOR BARK). WOOD AND BARK CHIPS TEND TO WASH DOWN SLOPES OF
<br />MORE THAN 6 PERCENT AND CREATE PROBLEMS BY CLOGGING INLET GRATES, ETC. AND ARE THEREFORE NOT RECOMMENDED FOR USE IN
<br />THOSE AREAS WOOD FIBER - USED /N HYDRO -SEEDING OPERATIONS, APPLIED AS PART OF THE SLURRY. THIS FORM OF MULCH DOES
<br />NOT PROVIDE SUFFICIENT PROTECTION TO ERODIBLE SOILS TO BE USED ALONE DURING THE HEAT OF SUMMER OR FOR LATE FALL
<br />SEEDINGS WOOD FIBER HYDRO -SEED SLURRIES MAY BE USED TO TACK STRAW MULCH. THIS COMBINATION TREATMENT IS WELL SUITED
<br />FOR STEEP SLOPES AND CRITICAL AREAS NETS AND MATS - USED ALONE, NETTING DOES NOT RETAIN SOIL MOISTURE OR MODIFY SOIL
<br />TEMPERATURE. IT STABILIZES THE SOIL SURFACE WHILE GRASSES ARE BEING ESTABLISHED, AND IS USEFUL IN GRASSED WATERWAYS AND
<br />ON SLOPES LIGHT NETTING MAY ALSO BE USED TO HOLD 0774ER MULCHES IN PLACE. ITS RELATIVELY HIGH COST MAKES IT MOST
<br />SUITABLE FOR SMALL SITES
<br />SITE GRADING. AND E.S.C. NOTES:
<br />1. APPROVAL OF THIS EROSIONISEDIMENTA7701V CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF
<br />PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
<br />RETENTION FACILITIES, UTILITIES).
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
<br />UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br />CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR
<br />TO CONSTRUCTION. DURING THE CONS7RUC710N PERIOD, NO DIS71JRBANCE BEYOND THE FLAGGED CLEARING LIMITS
<br />SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION
<br />OF CONSTRUC770N.
<br />4. THE ESC FACIU71ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND
<br />GRADING ACTIVITIES, AND /N SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO
<br />NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUAL17Y STANDARDS
<br />5. THE ESC FACIU77ES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
<br />COND17701VS DURING THE CONSTRUC770N PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR
<br />UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE
<br />SITE.
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACIi�R TO
<br />ENSURE THEIR CONTINUED FUNCTIOIVING, ESPECIALLY AFTER STORM EVENTS
<br />Z THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
<br />MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH
<br />BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
<br />OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSIRUC7701V AND
<br />MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL
<br />PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT,
<br />f0. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF
<br />THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF 7HE
<br />PROPOSED BMPS FAIL.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABWZED FOR NO MORE THAN 2 DAYS
<br />FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br />SWPPP ELEMENTS 41-4013
<br />0 ELEMENT 1: MARK CLEARING LIMITS
<br />OELEMENT 2: ESTABLISH COIVSTRUCTION ACCESS
<br />OELEMENT J. CONTROL FLOW RAZES
<br />ELEMENT 4: INSTALL SEDIMENT CONTROLS
<br />OELEMENT 5: STABILIZE SOILS SOILS TO BE STABILIZED AS
<br />LISTED IN THE COVER METHOD NOTES
<br />OELEMENT 6: PROTECT SLOPES CUT AND FILL SLOPES
<br />SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT
<br />WILL MINIMIZE EROSION.
<br />OELEMENT 7.° PR07ECT DRAIN INLETS PER C.0
<br />STANDARD PLAN 210
<br />S� ELEMENT 8. STABILIZE CHANNELS AND OUTLETS
<br />&LEMENT 9: CONTROL POLLUTANTS ALL POLLUTANTS,
<br />INCLUDING WASTE MATERIALS AND DEMOU7101V DEBRIS THAT
<br />OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED
<br />AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE
<br />CO/E►rgMINATION OF STORMWATER.
<br />10 ELEMENT 10. CONTROL DE-WA7ERING.
<br />11 ELEMENT 11: MAINTAIN BMP'S
<br />12 ELEMENT 12 MANAGE THE PROJECT.
<br />3 ELEMENT 13.• PROTECT LID BMP'S
<br />SITE ADDRESS.3618 SHORE AVE EVERETT
<br />WA 98203
<br />TAX PARCEL: 00433600002700
<br />ZONING. IA
<br />GROSS SIZE: 17,424 SF (0.40 AC)
<br />SETBACKS:
<br />FRONT 20'
<br />SIDE: 5'
<br />REAR: 20'
<br />CITY OFIr.
<br />
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