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A PORTION OF SECTION 18,TOWNSHIP 28 NORTH, RANGE 05 EAST,W.M. y s
<br /> BMP C200 BMP C200 BMP C207 W
<br /> Filter fabric If permanent seed required,
<br /> Filter fabric material in material For new road crossings or seed per detail 18'NP .Q
<br /> ontinuoos rolls.Use wire for>5%linear slopes, (vades)
<br /> 3'd'(SETTLED) rings or zip ties to attach silt filmain link ence fabdc� 6 Level Bottom line w/4"-6"quarry spells 1' Srdppings from traw w/3'h W
<br /> ( ) fabric to fence support 1'Min. min thickness structural pad area
<br /> WOODCIHIP GRASSED \/\/\/ / \ /\\/ s 1.5':1 max Z CV AR \ \ \ \
<br /> 1.5:1 ma -�
<br /> MULCH 0" _ Bacafill or Compacted /?y / ti� / / / / J a)(V
<br /> Nafive Soil as directed by - /\\//\\\ /\\/�\\�/- \�\\\\ ?� \/\\ v��� iP �M= =ij1 I'5 NP' O 70,
<br /> 6"IMPORTED _ 6"IMPORTED engineer. - /� //// // / ///\\\\\ \ 'rlYw > Yl� ++,1«�,X C O`n
<br /> \\ \ .,;..
<br /> d Gravel
<br /> TOPSOIL MIX TOPSOIL MIX 3"d" _ \ \\/\\/\/' \//i// /// Level Bottom ' x O>a CN
<br /> (COMPARED (COMPACTED L \/\J/�\/\ \/\J/�\J/� \\�\/\�/\�/,\{\\�/\\%/�\//�� >CV
<br /> DEPTH) ARBORISDT \\\ \\\\\\ \\\\\\\\\\\\\\\ \ \ \ \ _ min. "Min \\ \/\//�/ \�/�\'/�\//�\/�/\�/ \'/\'/\//�\//\//.\/ a 'O DEPTH) GRASS n �. \\\\Y Y i �\ \\ \�\ - n % / / /// / C'O
<br /> 6• _ wood CHIP /- SECTION V
<br /> MULCH I ry -- _____�______________ __ ____ O
<br /> SUBSOIL IS SUBSOILIS --- „ H O)�
<br /> SCARIFIED 6' SCAFIRED 6" -st chat,Link Bury bottom or a"min. TEMPORARY INTERCEPTOR SWALE �1 TEMPORARY CUT-OFF SWALE �� Soil Filter Dam ` S`')
<br /> BELOW BELOW Fence Filter by 17al m 8' 7 O SCALE:NTS Per 2019 SMMW W Vol t Ch 3 =Z ^ II-
<br /> by 12"trench SCALE:NTS Per 2019 SMMW W Vol 2 Ch 3 SCALE:NTS
<br /> IMPORTED IMPORTED CO Q
<br /> TOPSOIL MIX TOPSOIL MIX 2"x 2"wood posts,standard or
<br /> lz better for equivalent) SECTION 0
<br /> UNDISTURBED UNDLSTURBED
<br /> nATIVESON NAME SOIL ELEVATION BMP C105 Z
<br /> PLANTING BEDS TURF(LAWN)AREAS rLanding Width W y 5 Varies
<br /> MPIvotPointA
<br /> ±2%max D NOTES: 44
<br /> 1. USEIMPORTED TOPSOIL MIX 1. USE IMPORTED TOPSOIL MIX _ _ _ 1. The entrance shall be maintained in a condition that will prevent tracking orflowing of sediment onto
<br /> CONTAINING 10%ORGANIC CONTAINING S%ORGANI[MATTER 4 SILT FENCE DETAIL BMP C233 D public dht-of-ways.This may require top dressing,repair and/or cleanout of an
<br /> MATTER(TYPII AROUND 40% (TYPICALLY AROUND 25% SCALE:NiS `L5J trap sediment. Y measures used to -
<br /> COMPOST).SOIL PORTION MUST BE COMPOST).SOIL PORTION MUSr BE 3 Pivot Point
<br /> SANDORSANDY'LOAM ASDEFINED SAND OR SANDY LOAM AS DEFINED Vanes 2. When necessary,wheels shall be cleaned prior to entrance onto public right-of-way. 4� 3
<br /> BY THE USDA.PLACE 3 INCHES OF BY THE USDA PLACE 3 INCHES OF Cement concrete curb&gutter OZ
<br /> IMPORTED TOPSORMI%ON IMPORTEDTOPSOILMIXON PLANTING BEDS TURF(LAWN)AREAS 1/2'Chamfer (curbed sections -
<br /> SURFACEANDTILLIWO2INCI1ES SURFACE AND TILL IWO 2 INCHES 1/2"Chamfer Mrinimnum of 2 galvanized (cu ) 3. When washing is required,it shall be done on an area stabilized with crashed stone that drains Into J 0
<br /> OF SOIL PLACE SECOND LIFT OF 3 OF SOIL PLACE SECOND LIFT OF 3 orvtainlesssy,c,, sign.
<br /> lag See recorded plat an approved sediment trap or sediment basin. F
<br /> both to firmly secure sign. b" NOTES:
<br /> restrictions.C.AP.A, i
<br /> INCHES TOPSOIL MIX ON SURFACE. INCHES TOPSOIL MIX ON SURFACE.
<br /> OPTION:NO DISTURBANCE 1- manans. 1.seen aDwgarlofarabDeraos. m o
<br /> 2. RAKEBEDST05MOOTHAND 2. WATER OR ROLLTO COMPACTTO CRIIICALAREAPROTECTCNAREA See recorded plat Point Post White 2.When accessing shouldered roadways,maintain shoulder slope to pivot PLAN 00 W <
<br /> LEAVE NATIVE VEGETATION AND SOIL UNDISTURBED AND PROTECT FROM COMPACTION DURING point A. r 3
<br /> REMOVE SURFACE ROCKS LARGER 85%OF MAXIMUM DRY DENSITY. for C.A.P.A. )Mathews Acrylic Polyurethane
<br /> CONSTRUCTION.IDENTIFY AREAS OF THE SITE THAT WILL NOT BE STRIPPED,LOGGED,GRADED OR restrictions. 3.Access point glade shell be measured from pivot point B. \ G <
<br /> THAN2 INCHESDMMETER.MULCH RAKE TO LEVEL AND REMOVE or Block q' i
<br /> PLANTING BEDS WITH 3"A"OF SURFACE ROCKS LARGER THAN I DRIVEN ON AND FENCE OFF THOSE AREAS TO PREVENT IMPACTS DURING CONSTRUCTION.IF war lettering(character height 4") 4.Landing width W may be reduced subject to approval of the engineer in 2c1� S O
<br /> Y NEITHER SOILS NOR VEGETATION ARE DISTURBED,THESE AREAS DO NOT REQUIRE AMENDMENT. ^ accordance with Section I-05 or these standards.
<br /> b
<br /> ORGAN IC MULCH OR5TOCKPILED INCH DIAMETER. \\e J
<br /> eDUFF. ¢-ArIEs 5.A vertical curve shall be constructed to transition the landing to the access LC 4"-8"Quarry Smalls
<br /> approach.The vertical separation between the curve and a 10-foot chord O )min.12'thick)
<br /> of the curve shall not exceed 3.25 inches(where D is positive)or 2.00 inches
<br /> OPTION:IMPORTEDTOPSOIL 12,1a'Aluminam Sign w/Whbe 4' in (where Disnegative). RS.Fo
<br /> Reflective Pressure treated 2'X4"(NOM.)Wooden 6.Grade across rural landing be±5%. VF' ST
<br /> IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENTAND DEPTH TO MEET THE 5'min. fake.metal fiberglass pas}. 9may +' °&oR = 15'min. .�J
<br /> Background.Install One Per Corsonite style is ok provided it has an See Text Section 2-07 o o P
<br /> REQUIREMENTS.ALL SOIL AREAS DISTURBED OR COMPARED DURING CONSTRUCTION AND NOT Protected a ,�r o _4 COVERED BY BUILDINGS OR PAVEMENT,SHALL BE RESTORED AS DESCRIBED BELOW. Feature in a conspicuous place anchor.)
<br /> W ale Near
<br /> E TYPE OF ACCESS ACCESSING LANDING ACCESS GRADE r
<br /> 1. SCARIFICATION:SCARIFYORTILLSUBGRADEINTWODIRERIONT061NCHESDEPTH. 4z4 Pressure Treated WIDTH WS D
<br /> ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION.DO NOT SCARIFY WITHIN DRIP r Wooden Post Magnetic locator pin(e.g., 100'min. l,:s'=I'
<br /> $ LINE OF EXISTING TREES TO BE RETAINED. EVERETT PUBLIC WORKS pime,rebar,20 pennynail,etc.) RESIDENTIAL(URBAN) NON-ARTERIAL 15' ±15%MAX. p t;,
<br /> Magnetic locator pin(e.g., Placed 8-12"from post along NGPA (`�'for sites<I.0 acre)
<br /> WASHINGTON DEPARTMENT RESIDENTIAL(URBAN) ARTERIAL 15, ±7%MAX. SStONAL E�
<br /> '4a 2. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT COMPOST-AMEND SOILS WITHIN pipe,rebar,20 penny nail,etc.) line.
<br /> FER ON CENTER OF UTUTY INFRASTRUCTURE(POLES,VAULTS,METERS ETC).WITHIN ONE Placed 8-1 Z'hom post along NGPA RESIDENTIAL(RURAL) ALL 5'® ±15%MAX.
<br /> 8
<br /> FOOT OF PAVEMENT EDGE,CURBS AND SIDEWALKS;SOIL SHOULD BE COMPARED TO °P1LN1MF„' Ol/04/2021 line. COMMERCIAUINDUSTRIAL NON-ARTERIAL 30' ±8%MAX. L1 0712512023
<br /> APPROXIMATELY 90%MAX.MODIFIED PROCTOR DENSRV(ASTM D1557)TO ENSURE A FIRM M POST-CONSTRUCTION SOIL \ \�� e \\ COMMERCLA,LANDUSrRIAL ARTERIAL 30, ±5%MAX
<br /> SURFACE.DO NOT COMPACT WITHIN TREEPROTECTIONZONE ZOZ \��
<br /> QUALITY AND DEPTH Qaiak-set Cancrete Steel anchor or �\STABILIZED CONSTRUCTION ENTRANCE
<br /> similar anchor may be substituted for / \ACCESS POINT GRADES SCALE:NTS Adapted from 2019 SMMW W Vol Ch 3
<br /> Quick-set Concrete Steel anchor or concrete on Type 2 signs provided it G
<br /> 2' smiler anchor may be s.bslitoted for firmly anchors the post SCALE:TITS
<br /> in lit. _ crate on Type 2 signs provided if
<br /> firmly anchors the post 6 Compacted native
<br /> OPTION:STOCKPILE EXISTING TOPSOIL \ Compacted no ve graandmateda
<br /> ground mateda TYPE 2
<br /> STOCKPILE EXISTING TOPSOIL DUPING GRADING.STOCKPILE AND[OVER SOIL
<br /> TYPE 1 NOTES: Lli
<br /> TTTRAerim signs shall be placed no greater than a. feet u apart placement
<br /> came the SITE ASSESSMENT West Central 1 Central 2 East U
<br /> WITH WEED BARRIER MATERIALTHAT SHEDS MOISTURE VET ALLOWS AIR NOTES: t of critical Area Protection Area.Minimum I r �c`,<
<br /> signs p greater po perimeter pacemen Protection Level=Low O
<br /> TRANSMISSION,INAPPROVED LOCATION,PRIOR TO GRADING.REPLACE TZA�At hall be placed terthanl00feetu daroundthe shall include one T Isi Hand,and at least one Isi O Q w<
<br /> Type sign per we Type sign Peak Flow Rate 0.31 cfs 0.39 ds 0.86 cfs 0.40 cfs }g
<br /> STOCKPILED TOPSOIL D IF
<br /> NEE PLANTING.STOCKPILED ORGANIC
<br /> MATTER
<br /> OR BE perimeter of the Critical Area Protection Area.Minimum placement shall be placed in any for that bottlers the Critical Area Protection Reason=ra,Eq ow tlisA=F-post retention w Z 0 Q 0
<br /> TESTED AND WENDED IF NEEDED TO MEET THE ORGANIC MATTER OR 3"-4"(SETTLED)ARBORIST shall include one Type sign per wetland,and at least one Type l sign Area,unless oth-ise approved by the City's biologist. Surface Area Equatiom.A=F'(OzNs) Disturbance area 0.86 ac 1.08 ac 2.40 ac 1.11 ac p r O U CI
<br /> DEPTH REQUIREMENTS EITHER AT PREAPPROVED RATE OR CALCULATED WOOD CHIP MULCH GRASS SEED OR SOD shall be placed in any lot that borders the Critical Area Protection Area, 2,Sign placement sholl be subject to the approval of City of Everett. RECOMMENDED DIMENSIONS: U u Z< Z a_
<br /> RATE.ALL SOIL AREAS DISTURBED OR COMPARED DURING CONSTRUCTION, unless otherwise approved bythe City biologist. Alternative sign designs be submitted to City of Required Surface Area 641 sf 804 sf 1,783 sf 829 sf U Q 5
<br /> D. 2.Si I t shall be sub I to the a f City f Everett. gn gns may y o Min Storage Depth 3 R w w J Q O
<br /> AND NOT COVERED BY BUILDINGS OR PAVEMENT,SHALL BE AMENDED WITH - Sign
<br /> pacemen be approval o rya approve, Min Side Slopes,L&R 3:1 <-r><m
<br /> COMPOST AS DESCRIBED BELOW. Alrernafive sign designs may be submitted to City of Everett for 3.All signs must be secure and permanent. Min 6itle Slo Proposed Area 650 sf 819 sf 1,820 sf 887 sf O
<br /> 3"OFCOMPOST 1.75"OFCOMPOST approval. pas,F&B 3:1 2-U 0<to Q
<br /> 1. SCARIFICATION:IF PLACED TOPSOIL PLUS COMPOST OR OTHER INCORPORATED INTO INCORPORATED INTO 3.All signs must besecum and permanent. Bottom Width 12.00 ft 10.00 ft 23.90 ft 18.80ft
<br /> ORGANIC MATERIAL WILL AMOUNT TO LESS THAN 12 INCHES,SCARIFY 5"OF SITE SOIL(TOTAL 6.25"OF SITE SOIL
<br /> OR TILL SUBGRADF TO DEPTH NEEDED TO ACHIEVE 12 INCHES OF AMENDED DEPTH OF (WrIALAMENDED ^ Bottom Length 54.17 It 81.90ft 76.15ft 47.18 ft ?�
<br /> LOOSENED SOILAFTER TOPSOIL AND AMENDMENT ARE PLACED. 9.5",FOR A SETTLED DEPTH OF 9.5",FOR A r np`TYPE 2 CAPA SIGN DETAILENTIRE d
<br /> DEPTH OF 8") SETTLED DEPTH OF 8-) �u N.T.S. (or approved equal) 4'min width d
<br /> SCARIFY
<br /> WITHIESHOUINEOF EXITING
<br /> BY TREES TO
<br /> DO NOT TYPE 1 CAPA SIGN DETAIL �� BMPC240 berm fop c
<br /> SCARIFY WITHIN GRIP LINE OF EXITING TREES TO BE RETAINED. 8" N.T.S. (or approved aquae 35 ?+ Z Q
<br /> SUBSOIL SCARIFIED 4" SUBSOIL SCARIFIED 4" \/
<br /> 2. SETBACKS:TO PREVENT UNEVEN SETTLING,W NOT BELOW COMPOST BELOW COMPOST \ ,q 5 0 az Z _ z./ V~1 ♦r y
<br /> COMPOST-AMEND SOUS WITHIN3FERON CEMER OF UTILITY AMENDEDOMPOST2" AMENDED LAYER II2' \\//\\// 7� 3'� 'q" w ` O O
<br /> INFRASTRUCTURE(POLES,VAULTS,METERS ETC).WITHIN ONE FOOT LAYER /\\/\\\ 4' L 5-0 Mc 'O N
<br /> OFPAVEMENTEWE,CURBS AND SIDEWALKS;SOIL SHOULD BE BE LOW SOIL SURFACE) 12„ BELOW SOIL SURFACE) \/ // //�///\ o d d 66
<br /> COMPACTED TO APPROXIMATELY 90%MAX.MODIFIED PROCTOR } Geotex�ilA\%T\\/�\j\ �\/R\a\��\/ /\I / Z L1 O
<br /> DENSITY IASTM D1557)TO ENSURE A FIRM SURFACE.DO NOT J ��l
<br /> COMPACT WITHIN TREE PROTECTION ZONE. Ddsring \ /.-////�i\%/%/' I'min depth overRow < 01 CL N
<br /> Groundline 7.5'Sediment Storage Riprap } R L a O
<br /> PLANTING BEDS TURF(LAWN)AREAS ]'depth 2'-4"Rock Discharge to stabilized i ID N
<br /> NOTE- I'depth�"-1.5"washed Gravel conveyance,outlet,or m >Q
<br /> 1. PREAPPROVED RATE:PLACE 3INCHES OF 1. PREAPPROVED RATE:PLACE 1.75INCHES OF Trap may be formed by bern or by partial < IY CA
<br /> COMPOSTED MATERIAL AND ROTOTILL INTO 5 COMPOSTED MATERIAL AND ROTOTILL INTO 6.25 or complete excavation. level spreader 3 0 LV CD
<br /> OPTION:AMEND EXISTING TOPSOIL INCHES OF EXISTING SITE SOILS TOTAL INCHES OF EXISTING SITE SOILS TOTAL Z w
<br /> AM ENDED DEPTH OF ABOUT 9.5 INCHES,FORA AMENDED DEPTH OF ABOUT 9.5 INCHES,FORA
<br /> O.
<br /> AMEND EXISTING SITE TOPSOIL,OR SUBSOIL,EITHER AT PREAPPROVED RATE SETTLED DEPTH OF 8 INCHES). SETTLED DEPTH OF 8 INCHES). 0 C240 SEDIMENT TRAP
<br /> 7 SCALE:NTS
<br /> w x (A
<br /> AL S CALCULATEDAREAS
<br /> DISTURB D ORCED OMPACTS OF THEED DURING
<br /> SOIL AND AMENDMENTS. ---
<br /> ALL COVERED DISTURBED OR COMPARED DURING CONSTRUCTION AND 2. CALCULATED RATE:PLACE MATERIAL
<br /> 2. CALCULATED RATE:PLACE CALCULATED
<br /> D 'a Z
<br /> NOT COVERED BY BUILDINGS OR PAVEMENT,SHALL BE AMENDED WITH AMOUNT OF COMPOSTED MATERIALOR AMOUNT OF COMPOSTED MATERIAL OR Ln' N 00 ro1
<br /> APPROVED ORGANIC MATERIAL AND ROTOTILL APPROVED ORGANIC MATERIAL AND ROTOTILL
<br /> COMPOST AS DESCRIBED BELOW. < 6 2
<br /> INTO DEPTH OF'OIL NEEDED TO ACHIEVE 8 INrO DEPTH OF SOIL NEEDED TO ACHIEVE 8 -
<br /> 1. SCARIFICATION:SCARIFY OR TILL SUBGRADE TO S INCHES DEPTH(OR INCHES OF SETTLED SOIL AT 10%ORGANIC INCHES OF SETTLED SOIL AT 5%ORGANIC w1
<br /> CONTENT.
<br /> TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 12 INCHES OF CONTENT. U o O
<br /> UN COMPARED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS 3, RAKE BEDS TO SMOOTH AND REMOVE SURFACE 3. WATERORROLL TOCOMPACTTO85%OF °- U
<br /> ADDED).ENTIRE SURFACE SHOULD BE DISTURBED BYSCARIFICATION. ROCKS LARGER THAN 2 INCHES DIAMETER. MAXIMUM DRY DENSITY.RAKE TO LEVEL AND W
<br /> DO NOT SCARIFY WITHIN DRIP LINE OF EXISTING TREES TO BE RETAINED to Cn
<br /> MULCH PLANTING BEDS WITH ORGANIC REMOVE SURFACE ROCKS LARGER THAN 11NCH
<br /> OR WHERE SCARIFICATION WOULD DAMAGE TREE ROOTS OR AS J_
<br /> DETERMINED BY THE ENGINEER. MULCH OR STOCKPILED DUFF. DIAMETER. O
<br /> Q
<br /> O
<br /> 2. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT COMPOST-AMEND Q w
<br /> SOILS WITHIN 3 FEET ON CENTER OF UTILITY INFRASTRUCTURE(POLES,
<br /> VAULTS,METERS ETC.).WITHIN ONE FOOT OF PAVEMENT EWE, 2 0
<br /> CURBS AND SIDEWALKS;SOIL SHOULD BE COMPARED TO EVERETT PUBLIC WORKS <
<br /> ! AP PRO%IMATELY90%1AAX.MODIFIED PROCTOR DENSITY(ASTM WASHINGTON DEPARTMENT U
<br /> 31557)TO ENSURE A FIRM SURFACE.DO NOT COMPACT WITHIN TREE � �ar " � Cn
<br /> PROTECTION ZONE. sns x r,i^u"i5,.xeus p"` 21 LU
<br /> a M POST-CONSTRUCTION SOIL 203 I S
<br /> I,. QUALITY AND DEPTH
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<br /> E UNDERGROUND UTILITY NOTE SHEET
<br /> I
<br /> m , Underground utility,locations shown hereon are based EG5 of EG7
<br /> -e upon surface indicators.No underground location
<br /> - service was utilized for their location.The use of this 2ax36
<br /> map for their exact location is not warranted.Prior to
<br /> construction user should call the utility location service
<br /> at 1-800-424_5555 48 hours before construction.
<br /> P W 2303-017
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