7800 EVERGREEN WAY HYUNDAI 2025-08-22

3"A"(SETTLED) 7 OPTION:STOCKPILE EXISTING TOPSOIL ARBORIST GRASS SEED STOCKPILE EXISTING TOPSOIL DURING GRADING.STOCKPILE AND COVER SOIL WOOD CHIP OR SOD WITH WEED BARRIER MATERIAL THAT SHEDS MOISTURE YET ALLOWS AIR MULCH U' TRANSMISSION,IN APPROVED LOCATION,PRIOR TO GRADING.REPLACE = _ _ STOCKPILED TOPSOIL PRIOR TO PLANTING.STOCKPILED TOPSOIL SHALL BE 6"IMPORTED W III-IJ1 6"IMPORTED TESTED AND AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR 3•4"(SETTLED)ARBOR(ST TOPSOIL ME % =�I pyI-I�+I-�jTIgj II = = TOPSOIL MIX 3'1'• DEPTH REQUIREMENTS EITHER A I'R-"'uVEO RATE ORCALCULATED WOOD CHIP MULCH .-SEED OR SOD (COMPACTED _ - W (COMPACTED IS RATE.ALL SOIL AREAS DI=R".E.ORCOMPAI EDDURINGCONSTRUCTION, U' DEPTH) W�L - DEPTH) ARBORIST G5 AND NOT COVERED BY BUILDINGS OR PAVEMENT,SHALL BE AMENDED WITH - _ _ �I �I II II �I II-III-II �I �I COMPOST AS DESCRIBED BELOW. 6• - - - WOOD CHIP 3'*OF COMPOST _ ii1- _ _ 1.75'OF COMPOST \ - \ \ MULCH INCORPORATED INTO FIII=III=1 I W I I= INCORPORATED INTO SUBSOIL IS / /\/\ // SUBSOIL IS 1. SCAANIC MATETICEW IF PLACEDWILL AMOUNT TOPSOIL TO LUS THAN 12MPOST INCHES,SCARIFY - 6.25'OF SITE SOIL <\ \ \\/ \\�\\\\\j\j\ ORGANIC MATERIAL WILLAMOUNT TO LESS THAN 121NCHES,SCARIFY 5'OF SITE SOIL(rOTAL SCARIFIED 6' //`/�/ // SCARIFIED 6" / / v \// AMENDED DEPTH OF W1TI=� _ T�=1 - (TOTAL AMENDED \ \ OR TILLSUBGRADE TO DEPTH NEEDED TO ACHIEVE 12 INCHES OF r -III BELOW Yj /\\/ BELOW / LOOSENED SOIL AFTER TOPSOIL AND AMENDMENT ARE PLACED. 9.5",FORA SETTLED ILm- -Wmw- - DEPTH ODEPTH FORA IMPORTED PSORTD \� IMPORTED / ENTIRE SURFACE SHOULD BE DISTURBED BY SCARIFICATION.DONOT DEPTH OF B') 1=I W II-C_ SETTLED DEPTH OF B") TOPSOIL MIX \\/ TOPSOIL MIX \ \ \ \ \/�\ \ SCARIFY WITHIN DRIP LINE OF EXITING TREES TO BE RETAINED. UNDISTURBED \ / UNDISTURBED SUBSOIL SCARIFIED 4" \\\\\ \\ \ \\\\\ SUBSOIL SCARIFIED 4" 2. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT NATIVE SOIL NATIVE SOIL COMPOST-AMEND SOILS WITHIN 3 FEET ON CENTER OF UTILITY BELOW COMPOST \ \ BELOW COMPOST PLANTING BEDS TURF(LAWN)AREAS \ \ \ \ INFRASTRUCTURE(POLES,VAULTS,METERS ETC.).WITHIN ONE FOOT AMENDED LAVER(12° \ AMENDED LAYER(12" BELOW SOIL SURFACE) BELOW SOIL SURFACE) 1. USNTA NINEDTOPSOILGA IC 1. USE CONTAINING RTED SOIL OF COMPACTED TEWE,CURBSAND SIDEWALKS;SOD SHOULD D PROCTOR 12" CONTAINING 30%ORGANIC CONTAINING S%ORGANIC MATTER / \ \\\ COMPACTED TO APPROXIMATELY 90%MA%.MODIFIED PROCTOR MATTER(TYPICALLY AROUND 40% (TYPICALLY AROUND 25% \ \ \ \\\ DENSITY IASTM D1557)TO ENSURE A FIRM SURFACE.DO NOT COMPOST).SOIL PORTION MUST BE COMPOST).SOIL PORTION MUST BE COMPACT WITHIN TREE PROTECTION ZONE. SAND OR SANDY LOAM AS DEFINED SAND OR SANDY LOAM AS DEFINED PLANTING BEDS TURF(LAWN)AREAS BY THE USDA.PLACE 3INCHES OF BY THE USDA.PLACE 3INCHES OF PLANTING BEDS TURF(LAWN)AREAS 1. 'REAPPROVED RATE:PLACE 3 INCHES OF 1. PREAPPROVED RATE:PLACE 1.75 INCHES OF IMPORTED TOPSOIL MIX ON IMPORTED TOPSOIL MIX ON COMPOSTED MATERIAL AND ROTOTILL INTO COMPOSTED MATERIAL AND flOTOTILL INTO 6.25 OFSOILSURFACE PLACEAND SECONDLFTOF3LL INTO 2 INCHES SURFACE LACEAND SE INTODUFF OF 3 INCHES INCHES OF EXISTING SITE SOILS(A TOTAL INCHES OF EXISTING SITE SOILS(A TOTAL INCHES.PLACES MIX INCHESOF PLACES IRONS SURFACE. OPTION:AMEND EXISTING TOPSOIL INCHES TOPSOIL MIX ON SURFACE. INCHES TOPSOIL MIX ON SURFACE. OPTION:NO DISTURBANCE AMENDED DEPTH OF OF0 INCHES)951NCHES,FOR SETTLED DEPTH OF ABOUT INCHES). 2. FOR AMEND E%ISTING SITE TOPSOIL,OR SUBSOIL,EITHER AT'REAPPROVED RATE 2. RAKE BEDS TO SMOOTH AND 2. WATER OR ROLL TO COMPACT TO LEAVE NATIVE VEGETATION AND SOIL UNDISTURBED AND PROTECT FROM COMPACTION DURING ORATCALCULATED RATE BASEDON TESTS OF THE SOIL AND AMENDMENTS. 2. CALCULATED RATE:PLACE CALCULATED 2. CALCULATED RATE:PLACE CALCULATED REMOVE SURFACE HOCKS LARGER 85%OFMMIMUMDRVOENSITY. ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION AND RAKE TOCONSTRUCTION.ON AND FENCE OFF THOSE AREAS SITE THAT WILL PACTSOT DURING CONSTRUCTION. IF NOT AMOUNT OFROAMSCOMPO ATTE)RIALAMATER DROL OR AMOUNT OFORGANICOMPOC AT RIALAMATER DRO L OR THAN B ES DIAMETER.MULCH SURFACE LEVEL ROCKS THAN COMPOST A D BY ESCRIBED BELOW. PAVEMENT,SHALL BE AMENDED WITH PLANTING DS MULCH OR STTH OCKPILED INCH DIAMETER. LARGER THANI DRIVEN SOILS RVEGETFTIO AREDI DISTURBED, ED,THESE AREAS DO REQUIRE AMENDMENT. COMPOST AS DESCRIBED BELOW. INTO DEPTH OFS IL MATERIAL AND 8ILL INTO DEPTH OFS IL MATERIAL ANDIEVE 8 LL d ORGANIC MULCH OR STOCKPILED INCH DIAMETER. NEITHER SOILS NOR VEGETATION ARE DISTURBED,THESE AREAS DO NOT REQUIRE AMENDMENT. �' INTO DEPTH OF SOIL NEEDED TO ACHIEVER INTO DEPTH OF SOIL NEEDED TO ACNIEVEB R DUFF. E 1. SCARIFICATION:SCARIFY OR TILL SUBGRADE TO 8 INCHES DEPTH(OR INCHES OF SETTLED SOIL AT 10%ORGANIC INCHES OF SETTLED SOIL AT 5%ORGANIC TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 12 INCHES OF CONTENT. CONTENT. UN COMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS 3. RAKE BEDS TO SMOOTH AND REMOVE SURFACE 3. WATER OR ROLL TO COMPACT TO BS%OF OPTION:IMPORTED TOPSOIL € ADDED).ENTIRE SURFACE SHOULD BE DISTURBED BY SCARIFICATION. ROCKS LARGER THAN 2 INCH ES DIAMETER. MAXIMUM DRY DENSITY.RAKE TO LEVEL AND 5 IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE DO NOT SCARIFY WrrHIN DRIP LINE OF EXISTING TREE5T0 BE RETAINED MULCH OR STOCKPILED BEDS WITH 3"4"OF ORGANIC DIAMETER. REQUIREMENTS. ROCKS LARGER THAN IINCH 9 REQUIREMENTS.ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION AND NOT OR WHERE SCARIFICATION WOULD DAMAGE TREE ROOTS OR AS MULCH OR STOCKPILED DUFF. DIAMETER. tl COVERED BY BUILDINGS OR PAVEMENT,SHALL BE RESTORED AS DESCRIBED BELOW. DETERMINED BY THE ENGINEER. 1. SCARIFICATION:SCARIFY ORDISTURBBGRADE ED DO TSCARIO 6 ES SCARIFY B 2. SETBACKS:TO PREVENT UNEVEN SETTLING,DO NOT COMPOST-AMEND E ENTIRE SVRFACE SMALL BE DISTURBED BY SCARIFICATION.00 NOT SCARIFY WITHIN DRIP S SOILS WITHIN 3FEET ON CENTER OF UTILITY INFRASTRUCTURE(POLES, VAU LTS,METERS ETC.).WITHIN ONE FOOT OF PAVEMENT EDGE, LINE OF F%ISTING TREES TO BE RETAINED. EVERETT PUBLIC WORKS EVERETT PUBLIC WORKS CURBS AND SIDEWALKS;SOIL SHOULD BE COMPACTED TO E II�WA•HINGTON DEPARTMENT E AP PROXIMATELY 90%MAX.MODIFIED PROCTOR DENSITY(ASTM II�WA•HINGTON DEPARTMENT 'Rp 2. SETBACKS:TO PREVENTUUTILITYINFRANEVEN ETUCTUTLING,INFRASTRUCTURE(POLES, COMPOST-AMEND SOILSW WITHITHIN N A D1557)TO ENSURE A FIRM SURFACE.DO NOT COMPACT WITHIN TREE 8" FEET ON CENTER OF1-1,CURBS AND SOIL SHOULD 11-1TERS TC.).WITHINONE -- -- •°••�• ^^•^ - 8q" PROTECTIONZONE. M, rr :.'•S, """ FOOT OF PAVEMENT EDGE,CURBS AND SIDEWALKS;SOILSNOULO BE COMPACTED TO " 010/2021 $� " 01/042021 APPROXIMATELY 90%MAX.MODIFIED PROCTOR DENSITY(ASTM D1557)TO ENSURE A FIRM POST-CONSTRUCTION SOIL $ POST-CONSTRUCTIONS OI L SURFACE.DO NOT COMPACT WITHIN TREE PROTECTION ZONE. QUALITY AND DEPTH 202 QUALITY AND DEPTH 203 � r- _POST-CONSTRUCTION SOIL QUALITY AND DEPTH POST-CONSTRUCTION SOIL QUALITY AND DEPTH (7-� NTS C1.00 NTS C1.00 NOTES NOTES 5"MAX", 1. CAT CH BASIN INSERTS SHALL BE REMOVED AT THE 1. ALL FILTER FABRIC SHALL BE GEOTEXTIE FOR I.L�I END OF THE PROJECT. TEMPORARY SILT FENCE.SEE WSDOT STANDARD DRAINAGE GRATE _AIM SPECIFICATION 9-33.2(1)TABLE 6. 2. CATINAGECH DEVICES PERTRTS HE MANUONLY TO BE INSTALLED STAKES DRAINAGE DEVICES S.CATCH MASIN I LET INSERTS y RECOMMENDATIONS.CATCH BASIN INLET INSERTS GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. DROP INLET SEDIMENT BELOW INLET GRATE 3, CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO WITH GRATE / AND DEBRIS DEVICE CLEARING AND GRADING ACTIVITY,OR UPON PLACEMENT OF A NEW CATCH BASIN. / FILTERED WATER 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES ONE THIRD FULL OR IN -` ACCORDANCE WITH THE MANUFACTURES' I` \ 1 INSTRUCTIONS. 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY \�\ GEOTEXTIE REMOVING THE INLET INSERTS,EMPTYING,AND RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT / WASH SEDIMENT INTO STORM DRAINS WHILE CLEANING. F- 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE. g 7. THE 8 GO SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF ISOMETRICVIEW a SECTION VIEW SYSTEM(OVERFLOW BYPASS). 8. THERETRIEVALSYSTEMMUSTALLOWREMOVALOF THE BIGD WITHOUT SPILLING THE COLLECTED GEOTEXTILE 2"X2" MATERIAL WOOD STAKE 9. PERFORM MAINTENANCE IN ACCORDANCE WITH % RETRIEVALSYSTEM TYPICAL STANDARD SPECIFICATION 8-01.3(15). 3/4"TO 2 1/2" WASHED GRAVEL 2 DROP INLET DRAINAGE GRATE .� WITH GRATE RUNOFF WATER WITH SEDIMENT BELOW INLET GRATE WSDOT STD PLAN L ACCEPTABLE SUBSTITUTE IF f / p DEVICE OVERFLOW BYPA55 MAINTENANCE MEETSETS NOTES 3-5 N x TYPICAL "uu BURIED FILTER s 4 CITY OF EVERETT FABRIC <' CITY OF EVERETT PUBLIC WORKS DEPARTMENT � 4-PUBLIC WORKS DEPARTMENT lz%3o/zo,6 SECTION VIEW * F�^ ^'r° '"^F'^' -0/20,6 � Ks ISOMETRIC VIEW STORM DRAIN INLETw @ 1 3 .� I@ PROTECTION 210 Ig INLET FABRIC FENCE FILTER 212 i STORM DRAIN INLET PROTECTION 3 INLET FABRIC FENCE FILTER 4 NTS C1.00 NTS C1.00 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY LMJ HYUNDAI SHEET 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 AST/KWP TJP • Call 811 7800 EVERGREEN WAY, EVERETT CHECKED BY APPROVED BY • two business days 16015th Avenue,Suite 16M 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE beforeyoudig Seattle,WA98101 C 1 1 0 DATE 206..W22.5812 11 23 2022 SCALE: kpff.com TESC DETAILS NO. DATE I BY CHID. APPR. REVISION J 0 B No.: 2100507 AS SHOWN