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NE SEC 7, TWP 29N, ROE SE, W.M.
<br /> BLUELINE
<br /> 25 CENTRAL WAY,SURE 400,
<br /> KIRKUND,WA NM
<br /> 3"-0"(SETTLED) P:421.2164051 F:425.210.4052
<br /> ARBORIST GRASS SEED WWWTHEBLUELINEGRWP.COM
<br /> WOOD CHIP OR SOO
<br /> MULCH D„ SCALE,
<br /> ASNOTED
<br /> 6"IMPORTED 6"IMPORTED PROJECT MANAGER'
<br /> TOPSOILMIX — —ID— —I --yU — TOPSOILMIX T.W CHRISTOPHER H M/LL£R P£
<br /> (COMPACTED — — I — = (COMPARED (SETTLED) ..,..
<br /> DEPTH) — --IDj— — =ID DEPTH) ARBORIST GRASS LANDSCAPE ARCHITECT,
<br /> WOOD CHIP
<br /> \ MULCH ALAN MCWAIN
<br /> SUBSOIL IS \ i/ / \ \ SUBSOILIs \ \ /\ \ DESIGNER: may,
<br /> 5CARINED6" // / SCARIFIED 6"
<br /> BELOW BELOW / l / /,T./\/// MYLEEMCYWLEY
<br /> IMPORTED \ \\/ \ / / j,/ IMPORTED
<br /> TOPSOIL MIX \ \ '\ TOPSOILMIX \' \ \ ISSUE DATE
<br /> UNDISTURBED \ / /. / \/ \\//\\ UNDISTURBED =412027
<br /> PLANTING BEDS TURF(LAWN)AREAS NATIVE SOIL \ / \ NATIVE SOIL
<br /> 1. USE IMPORTED TOPSOIL MIX 1. USE IMPORTED TOPSOIL MIX
<br /> CONTAINING ID%ORGANIC CONTAINING 5%ORGANIC MATTER
<br /> MATTER(TYPICALLYAROUND40% (TYPICALLY AROUND 2S% \ \ \
<br /> COMPOST).SOIL PORTION MUST BE COMPOST).SOIL PORTION MUST BE \ \
<br /> SAND OR SANDY LOAM AS DEFINED SAND OR SANDY LOAM AS DEFINED
<br /> BYTHE USDA.PLACE 31NCHES OF SYTHE USDA.PLACE 3 INCHES OF PLANTING BEDS TURF(LAWN)AREAS
<br /> IMPDRTEDTOPSDILMIXON IMPORTED TOPSOIL MIXON
<br /> $URFACEANDTILLINTO21NCHES SURFACE AND TILL INTO 2 INCHES
<br /> OF SOIL PLACESECONDUFTOf3 OFSOIL PLACE SECOND LIFT OF
<br /> INCHES TOPSOIL MIX ON SURFACE. INCHES TOPSOIL MIX ON SURFACE. OPTION:NO DISTURBANCE
<br /> 2. RAKE BEDS TO SMOOTH AND 2. WATER OR ROLL TO COM PAR TO LEAVE NATIVE VEGETATION AND SOIL UN DISTURBED AND PROTECT FROM COMPACTION DURING
<br /> REMOVE SURFACE ROCKS LARGER 85%OF MAXIMUM DRY DENSITY. CONSTRUCTION.IDENTIFY AREAS OF THE SITE THAT WILL NOT BE STRIPPED,LOGGED,GRADED OR IS
<br /> THAN 2 INCHES DIAMETER,MULCH RAXE TO LEVEL AND REMOVE DRIVEN ON AND FENCE OFF THOSE AREASTO PREVENT IMPACTS DURING CONSTRUCTION.IF Z
<br /> PLANTING BEDS WITH 3"4"OF SURFACE ROCKS LARGER THAN I NEITHER SOILS NOR VEGETATION ARE DISTURBED,THESE AREAS DO NOT REQUIRE AMENDMENT.
<br /> ORGANIC MULCH OR STOCKPILED INCH DIAMETER.
<br /> DUFF. R
<br /> OPTION:IMPORTED TOPSOIL
<br /> IMPORTTOPSOIL MIX OF SUFFICI ENT ORGANIC CONTENT AND DEPTH TO MEETTHE
<br /> REQUIREMENTS.ALL SOILAREAS DISTURBED OR COMPACTED DURING CONSTRUCTION AND NOT
<br /> COVERED BY BUILDINGS OR PAVEMENT,SHALL BE RESTORED AS DESCRIBED BELOW.
<br /> E
<br /> 1. SCARIFICATION:SHALL BORTLL BED.1 DEINTWOION.DION TSCARI Y DEPTH.
<br /> ^ ENTIRE SURFACE SHALL BE DISTURBED BV SCARIFICATION.DO NOT SCARIFY WTMIN DRIP
<br /> 9@ LINE OF EXISTING TREES TO BE RETAINED. EVERETT PUBLIC WORKS
<br /> 9�g I�WASHINGTON DEPARTMENT 2. SETBACKS:TO PREVENT UNEVEN StII'UNG,DO NOT COMPOST-AMEND SOILS WITHIN
<br /> FEET ON CENTER OF UTILITY INFRASTRUCTURE(POLES,VAULTS,METERS ETC.).WITHINONE
<br /> FOOT OF PAVEMENT EDGE,CURBS AND SIDEWALKS,SOIL SHOULD BE COMPACTED TO
<br /> APPROXIMATELY90%MAX.MODIFIED PROCTOR DENSITY(ASTM D1557)TO ENSURE A FIRM POST-CONSTRUCTION SOIL
<br /> TgJ SURFACE.DO NOT COMPACT WITHIN TREE PROTECTION ZONE.
<br /> QUALITY AND DEPTH c c€
<br /> m � €
<br /> Q
<br /> 0
<br /> 2
<br /> OPTSTO ION:EXISTING
<br /> Q P501L DURING GRADING.
<br /> A STOCKPILE COVER SOIL
<br /> O
<br /> WITH WEED BARRIER MATERIALTHAT SHEDS MOISTURE YET ALLOWS AIR
<br /> TRANSMISSION,IN APPROVED LOCATION,PRIOR TO GRADING.REPLACE 1 '^
<br /> STOCKPILED TOPSOIL PRIOR TO PLANTING.STOCKPILEDTOPSOIL SHALL BE V V
<br /> TESTED AND AMENDED IF NEEDED TO MEETTHE ORGANIC MATTER OR 3"-4"(SETTLED)ARBORIST 2
<br /> DEPTH REQUIREMENTS ERNER AT PREAPPROVED RATE Oft CALCULATED
<br /> WOOD CHIP MULCH GRA55SEED OR SOD
<br /> RATE.ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION, 0.,
<br /> AND NOT COVERED BY BUILDINGS DR PAVEMENT,SHALL BE AMENDED WITH _ _ _
<br /> COMPOSTAS DESCRIBED BELOW. 3"OFCOMPOST — — — _ r 1,75"OF COMPOST
<br /> 1. SCARIFICATION:IF PLACED TOPSOIL PLUS COMPOSTOROT14ER INCORPORATEDINTO IIm— — —ID 11—L INCORPORATED INTO r11 O N
<br /> ORGANIC MATERIALWILL AMOUNTTO LESSTHAN 121NCHES,SCARIFY 5'OFSITESOIL(TOTAL — ID — — — 6.2S"OF STESOIL V�I Fyn Q
<br /> OR TILLSUBGRA.DETO DEPTH NEEDED TO ACHIEVE 12 INCHES OF AMENDED DEPTH OF — — (TOTALAMENDED 1', s-4
<br /> LOOSENED SOIL AFTER TOP SDILANDAMENDMENTARE PLACED. 9.5",FORA SETTLED — — DEPTH OF 9.5',FOR AENTIRE W
<br /> DEPTH OFB") —ID _ SETTLED DEPTH OF S") tn
<br /> SCARIFY
<br /> WITHIN SHOULD SEDISTTING T EESTO BECATION.DO NOT
<br /> SCARIFY WITHIN GRIP UNE OF ERRING TREES TO BE RETAINED.
<br /> SUBSOILSCARIFIED4" \ " /\/ SUBSOILSCARIFIED 4" ,
<br /> 2. SETBACKS:TO PREVENT UNEVEN SETTING,DO NOT \ / Q
<br /> COMPOST-AMEND SOILSWTTHIN 3 FEETON CENTER OF UTILITY BELOW COMPOST \ \ / •\ BELOW COMPOST Ld
<br /> AMENDED LAYER(I. /.( AMENDED LAYER(12"
<br /> OF RASTRURUREIPOLES,VAULTS,METERS ETC.).WITHIN ONE FOOT \ \ \ \
<br /> OFPAVEMENTEDGE,CURBS AND SIDEWALKS,SOIL SHOULD BE BELOW Sol
<br /> / // BELOW 501LSURFACE) Q O A
<br /> ra
<br /> COMPACTED TO APPROXIMATELY 90%MAX.MODIFIED PROCTOR \ 12 \
<br /> DENSITY(ASTM D1557)TO ENSURE A FIRM SURFACE.DO NOT 4 Q
<br /> COMPACT WITHIN TREE PROTECTION ZONE. L4
<br /> PLANTING BEDS TURF(LAWN)AREAS � � W 0
<br /> 1. PREAPPROVED RATE:PLACE 3INCHES OF 1. PREAPPROVED RATE:PLACE 1.75 INCHES OF
<br /> COMPOSTED MATERIALAND ROTOnUL INTO 5 COMPOSTED MATERIAL AND ROTOTILL INTO 6.25
<br /> OPTION:AMEND EXISTING TOPSOIL INCHESOF EXISTING SITE SOIIS(A TOTAL INCH E5 OF EXLSTI NG SITE SOILS(A TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES,FORA AMENDED DEPTH OFABOUT9.5 INCHES,FORA 4tp
<br /> Q
<br /> AMEND EXISTING SITE TOPSOIL,OR SUBSOIL,EITHER AT PREAPPROVED RATE SETTLED DEPTH OF 8INCHES). SETTLED DEPTH OF 9INCHES). a
<br /> OR AT CALCULATED RATE BASED ON TESTS OF THE 501L AND AMENDMENTS. 1. CALCULATED RATE:PLACE CALCULATED 2. CALCULATED RATE:PLACE CALCULATED V�
<br /> ALLSOILAREAS DISTURBED OR COMPACTED DU RING CONSTRUCTION AND AMOUNT OF COMPOSTED MATERIAL OR AMOUNTOFCOMPOSTEDMATERIALOR O
<br /> NOT COVERED BY BUILDINGS OR PAVEMENT,SHALL BE AMENDED WITH APPROVED ORGANIC MATERIALANO ROTOTILL APPROVEDORGANIC MATERIAL AND ROTOTILL
<br /> COMPOST AS DESCRIBED BELOW. J
<br /> INTO DEPTH OF SOIL NEEDED TO ACHIEVE 8 INTO DEPTH OF SOIL NEEDED TO ACHIEVE 8 ` 41
<br /> 1. —1111—ION:SCARIFY ORTILL SUBGRADETOBINCHES DEPTH(OR INCHES Of SERLED SOIL AT 30%ORGANIC INCHES OF SETTLED SOIL ATS%ORGANIC `/ w,
<br /> TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 22INCHES OF CONTENT. CONTENT. �[
<br /> UNCOMPACTED SDILAFTER CALCULATED AMOUNT OF AMENDMENT IS 3. RAKE BEDS TO SMOOTH AND REMOVE SURFACE 3. WATER OR ROLL TO COMPACT TO 85%OF J W
<br /> ADDED).ENTIRE SURFACE SHOULD BE DISTURBED BY SCARIFICATION. ROCKS LARGER THAN 2 INCHES DIAMETER. MAXIMUM DRY DENSITY.RAKETOLEVELAND F�
<br /> OO NOT SCARIFY WITHIN DRIP UNE OF EXISTING TREES TO BE RETAINED MULCH PLANTING BEDS WITH 3"-4"OF ORGANIC REMOVE SURFACE ROCKS LARGERTHAN I INCH A(, W
<br /> OR WHERE SCARIFICATION WOULD DAMAGE TREE ROOTS OR AS MULCH OR STOCKPILED DUFF. DIAMETER.
<br /> DETERMINED BYTHE ENGINEER.
<br /> qB 2. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT COMPOST-AMEND
<br /> SOILS WITHIN 3 FEET ON CENTER OF UTIUITY INFRASTRUCTURE(POLES, M
<br /> VAULTS,METERSAND
<br /> ALL WITHIN ONE FOOTBE COMPACTED TO EDGE, =EVERETT PUBLIC WORKS W
<br /> CURBSRROXIM SIDEWALKS,SOIL SHOULD BE COMPACTED TO DEPARTMENT
<br /> ! APPROXIMATELRE AFIRX.SURFACE.
<br /> DOPROCTOR DENSITY WITHIN WABHINGTON
<br /> D1557)TO ENSUREAFIRM SURFACE.DO NOT COMPACTWITNIN TREE
<br /> PROTECTION ZONE ^" TM " O3/042021
<br /> Ig LiPOST-CONSTRUCTION SOIL
<br /> QUALITY AND DEPTH 203
<br /> OF WASH
<br /> �Q �R.MCW,y"NC
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<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT
<br /> g.136 EX P.0A1�
<br /> _ UNDERGROUND UTILITY NOTE LAALISCA'�
<br /> UNDERGROUND U77U77ES ARE SHOWN/N THE APPROXIMATE LOCATION. 5TE IS
<br /> NO GUARANTEE THAT ALL U77LITY ONES ARE SHOWN, OR THAT THE LOC477CM JasNUMSER:
<br /> 92E AND m CURAM THE CONTRACTOR SHALL UNCOW?ALL 117
<br /> INDICATED PIPING WERE CROSSING, WTERFEREN= OR CONNECTIONS OCCUR $' 3
<br /> 2 PRIOR TO 71PENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURE$ R7 SHEET NAME:
<br /> DETERMINE ACTUAL LOCATIONS,SIZE AND MATERUL THE CONTRACTOR SHALL L$-04
<br /> MAKE THE APPROPRIATE PROWS✓ON FOR PROTECTION OF SAND FACIL177M THE
<br /> CONTRACTOR SHALL N077FY QW—G i F AT 8-1-1 (WASH/NG70N811.COlI)AND �/
<br /> N g ARRANGE FOR RELD LOCA7IQN OF DIMING FACIU77ES BEFORE OWSTRUCT701I SHT 4 OF 4
<br /> 02021 THE BCUFUNf GROUP
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