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8531 EVERGREEN WAY COMMUNITY HEALTH CENTER 2025-05-28
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8531 EVERGREEN WAY COMMUNITY HEALTH CENTER 2025-05-28
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Last modified
5/28/2025 1:23:07 PM
Creation date
8/27/2024 11:52:36 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
8531
Tenant Name
COMMUNITY HEALTH CENTER
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wM0¢H P C. <br />R0. <br />6"IMPORTED 6"IMPORTED <br />TOPSOIL MIx <br />(COMPACTED (COMPARED <br />DEPTH) DEPTH) <br />SUBSOIL IS <br />711- <br />SUB OIL IS <br />BELOW <br />GRIIMPDmO M 6' <br />TOPSOIL MIT PSOII MIN <br />11 <br />PLANTING BEDS TURF(LAWNI AREAS <br />1 USE IMPORTEDTOPSOLMIX 1. USEIMFORTEDTOPSOILMIX <br />CONTAINING YLOUICONTAINING G SIR MATTER <br />(TYPIGLLYAROUNDISRS <br />oRGLARND4096 <br />5T1.60LP0RTIONMUTBE P05NlSOILPO O.".MEUSBE <br />IMPORTED�onolLiII W.ON IMPORTED <br />BYTHE USDA. PLACTOPSOILE 3RINA,NCHES oc° <br />ACE AND TILL INTO 2 INCHES SURFACE AND TILL INTO 7INCHES <br />,SF l PLACE SECOND LIET Of3 OF SOIL. PLACE SECOND LIFT OF <br />NCHFS TOPSOIL MIX ON SURFACE. INCHES TOPSOIL MIX ON SURFACE. <br />2 E BEDS TO SMOOTH AND Z. WATEAMR011.1.0 1-10 <br />REMOVE SURFACEROCRSIARGER $M OF MAXIMUM DRY DENSITY, <br />21NCCHE5 DIAMETER. MULCH FARRETO LEVELSAND <br />RERTHANI <br />MG—C MULCH OR STOCKPINED INCH DIAMETER. <br />OPTION: IMPORTED TOPSOIL <br />THE <br />FOUlPlRGAN <br />L FMEMSTTlPIF �A III OF 0 * CONTENT AN' DURINDEPTHG CONSTMEETRUCTION AND NOT <br />COVERED BY BUILDINGS OR PAVEMENT,, RIALL BE RESTORED AS DESCRIBED BELOW. <br />L ACF SHALL BrpISTURBEO BYSGRIFIGTIONE DO NOTSGRTF1'W�EN ROMP <br />LINE OF EX15TING TREES TO BE RETAINED. <br />E. s G, DO NOT COMPOT-AMENDSONSIVITHIN3 <br />FEET_ URE IPIXE ETC.). w ONE <br />APPRO%IMATflVE90%MAXCM SFIfO PROCTOR DFNSITYIA5IM DISSJITO ENSUREAFIRM <br />SURFACE, DO NOT COMPACT WITHIN TREE PROTECTION ZONE. <br />DETTLED)AffilOR <br />WOOD <br />CHIP <br />°FRED <br />NATIsoL <br />PLANTING BEDS <br />GRASS <br />UNDISTURG <br />NATIVE SOIL° <br />TURF (LAWN) AREAS <br />OPTION: NO DISTURBANCE <br />LEAVE NATIVE VEGETATION AND OIL AND MUGTCT FROM COMPACTION DURING <br />CONSTRUCTION. IDENTIFY AREAS OFT E SIITEURBED THAT WILL NOT BE STRIPPED, LOGGED, GRADED OR <br />DRIVEN ON AND OFF THOSE AREAS TO PREVENT IMPACTS DURING CONTRUCTI N IF <br />NEITHER SOILS NORNCE VEGETATION ARE DISTURBED, THESE AREAS DO NOT REQUIRE AMENDMENT. <br />RETRIEVAL SYSTEM <br />PICAL <br />DRAINAGE GRATE <br />BE <br />DEVICE „pEGFIOW BYPP55 <br />ISOMETRIC VIEW <br />`EVERWASHIPHIIETT DEPAR MRNT <br />POST- CONSTRUCTION SOIL <br />QUALITY AND DEPTH <br />NOTES SHALLCITCH BASIN INSERTS BE REMOVED ATTHE <br />CATCHENO OF THE POIECT <br />2. <br />BAGIN <br />ERTS ARE <br />LY <br />ED <br />SHAUF NDSTA RUED fN CUP9NrylEw BE <br />NFIN RTE <br />CATCH <br />PLACEMENT OF A NEW CATCH W- <br />4. SEDIMENT SHALL BE REMOVED FROM THE UNIT <br />HE IVAN <br />S. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY <br />WS MAINTENANCE MEETS <br />OTSTG PL ZO 00 ACCEPTABLE SUBSTITUTE IF <br />NOTES I-5 <br />FQLCITY OF EVERETT <br />PUBLIC WORKS DEPARMENT <br />STORM DRAIN INLET <br />PROTECTION <br />J <br />OPTION: STOCKPILE EXISTING TOPSOIL <br />AT <br />TRAFFISMISDON. IN APPROVED —ON, PRIM TO GRADIK REPLACE <br />iADTnSOIIII*lIIIPliL 6EIIAExDIIEDoMI"lM11unxox <br />RATEPREOUREMENTE EITHER AT PR APAONED ABGM PLAEDWMPECIB,LLNWST AS DSRED <br />RELOW, <br />N EDGE D TO <br />NCKSrF <br />LrEFS <br />"A'" <br />RI WTHINDRIPLINE� NOT <br />INNG HCA RE TO BERET.AINE <br />BAE(�S ULTS,METERIETC,:w°HINOEPODT <br />COMA�PROCTOR <br />ASTM DITE APPRSSJWITHIN ETOONS�oA HEM wRFACE.E00 HOT <br />OPTION: AMEND EXISTING TOPSOIL <br />.2�1 <br />3Y� pIMAReanlT GRA65SEEDORwD <br />CH— <br />G• <br />B OMPOMiFDMO INCORPORATED INTO <br />SOIL (TOTAL 6.25- OF SITE SOIL <br />AMENDED 'E%H OF fTOTALAMENDED <br />DEPTH-1 ° SETTLFODEPTx Of pi <br />SUBSOIL SCARIFIED C DR 11 104- <br />"Ewa:• YEEFIlZ- <br />FlOW 50Il wRFACf1 23. ELOW OIL SMIACE1 <br />PLANTING REDS 5 <br />ITLROTCTH INTO <br />GE <br />SETTIFO DEPTH OF NEc0HEI519.5 NCHFS.fORA <br />L[O SOIL ATIO% ORGANIC <br />CONTENT <br />3 FARE KDE TO <br />MULCHPLANTING BEGS WITH 3-OF ORGANIC <br />MULCHOR POORE LARGERDUFF <br />� Im ouI u. <br />b4t,( I <br />TK�s m <br />O <br />B ,"A,:L,c,ai <br />. Gl S ate`•., <br />VI II <br />TURF ILAWNI AREASCOFFI <br />MATIOUL _ Ei5 <br />EIISOIS(ATOTALNPO <br />sBmPLNCD DEPTH ore lNaEii s INCHES, PonA <br />HESEOIL SETTLED L AT CS%ORGANK B <br />M. <br />DMMFTER. E ROCRE LARGER THAN LA IINCH <br />� EMERTom � <br />POST- CONSTRUCTION SOIL <br />QUALITY AND DEPTH <br />-FEE <br />6e<m-1a%Bi'P °e <br />C A.,YRIH, H� 6 ,5-. <br />s.I":,Nl como�.l soa cema N�:� IR.c mP�,�soa <br />aPireapale�muonsnt.2lt11 <br />n m,eminm xv� E�pree,. <br />♦ �d�b o <br />COMPOST SOCK <br />STANDARD PLAN I-30.40-02 <br />CATCH BASIN PROTECTION COMPOST SOCK 3 <br />NOT TO SCALE NOT TO SCALE <br />J <br />T W06,FPS-COE Design & C... IT Specs for Developme-T CURRENI DETAIL DWGS�DWg F(IESSTD215 dwg, 7/9/20131129.26 AM, DWG TO PDF.pc3 <br />me � <br />mmo <br />-Aim m <br />9el <br />mmm <br />�w <br />zxm <br />j0 <br />iy m <br />O 3 <br />� <br />2' SETTLING DEPTH <br />�o <br />4' <br />1 <br />_ 3 <br />(IF NEEDED) <br />OUTFLOW CHANNEL <br />— <br />1 <br />IS CONSTRUCTED <br />BY EXCAVATION <br />U) <br />i' �V," - 3' <br />1' OF QUARRY <br />FILTER FABRIC <br />O <br />WASHED ROCK <br />SPACES <br />FENCING MARIFI <br />0.6 - 1.5' SEDIMENT <br />140NS OR EQUAL <br />m <br />STORAGE (MIN.) <br />SOIL TYPE DEPENDANT <br />CROSS SECTION <br />-1C-P <br />Y <br />v <br />NRQ <br />tr <br />o� <br />oU1 <br />c <br />SEDIMENT TRAP 4 <br />NOT TO SCALE <br />DKE MATERIN- <br />CDMPACTED TO <br />P. PROCTOR FEN <br />I <br />LMBRN. 11N <br />INTERCEPTOR DERE SPAGNG Sb-300' <br />(A)INTERCEPTOR DIKES <br />LEVEL BOTTOIA �.—S ON ROCK <br />I I-MEN,i_ F�' T <br />(B) INTERCEPTOR SWALE <br />CITY OF EVERETT TEMPORARY INTERCEPTOR 5/p112011 <br />PUBLIC WORKS <br />'E TT DEPARTMENT DIKES & SWALES 2O4 <br />o 6 oN <br />TEMPORARY INTERCEPTOR / 5 <br />NOT TO SCALE <br />O y HIT H OltIF, RB/ HDP TFD <br />BUSH, ROED & HITCHINGS, INC. TESL DETAILS y,O1e <br />° Fc" 5 4L` LAND SURVEYORS & CIVIL ENGINEERS CHC ADMIN EXPANSION AS SHOWN 08/18/23 <br />SEAL <br />n •� v',` R 9BM4 3 PUBLIC WORKS COMMENTS 8/18/23 15400 BE 30TH PL, STE 100 (206) 323-4144 2022034 <br />a �gswl � N �'PesylaaAL gacJ 2 PUBLIC WORKS COMMENTS 7/07/23 BRN 98007-BELLE54 Washington 1-800-935-05 M <br />>< I arr COMMENTS a/Ia/z3 98007-6546 WWW.BRHINQCOM <br />EVERETT SNOHOMISH COUNTY WASHINGTON C2 1 <br />N NO REVISION DATE <br />V <br />
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