IID KEY NOTES Q TESC KEYNOTES
<br /> DEMOLITION AND TESC PLAN
<br /> 1. EXISTING STORM STRUCTURE/STORM LINE TO BE REMOVED. 1. INSTALL TEMPORARY SILT FENCE
<br /> 2. EXISTING WATER UNE/WATER STRUCTURE TO BE RELOCATED OR 2, LIMITS OF CLEARING
<br /> • FOR REMOVED.CONTRACTOR SHALL COORDINATE WITH APPROVED 3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE
<br /> WATER PLAN 4. INSTALL TEMPORARY V DITCH WITH ROCK CHECK Z
<br /> Z- • IAM EVERETT 3. CONTRACTOR SHALL REMOVE/RELOCATE EXISTING POWER LINE DAMS Q
<br /> OR POLE.CONTRACTOR SHALL COORDINATE WITH UTILITY
<br /> COMPANY. 5. CONTRACTOR SHALL MAINTAIN EXISTING DETENTION J
<br /> Know what's below. PTN OF THE NW1/4 OF THE NW1/4 OF SEC. 14, POND FOR USE AS A TESC POND DURING o a
<br /> CBII before you dig. 4. CONTRACTOR SHALL REMOVE EXISTING TELEPHONE UNE. CONSTRUCTION z o V
<br /> '°' 20' TWP. 28 NORTH, RGE. 4 EAST, W. M. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY.
<br /> 5. CONTRACTOR SHALL REMOVE EXISTING STRUCTURE. 0 co
<br /> SCALE:1^=20° CITY OF EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON 6. CONTRACTOR SHALL REMOVE EXISTING ASPHALT PAVEMENT. w
<br /> 7. CONTRACTOR SHALL REMOVE EXISTING CURB. " w
<br /> 8. EXISTING TREE SHALL REMAIN UNDISTURBED. a- Q ILL 0 w
<br /> 9. EXISTING GAS UNE TO BE REMOVED. o Z
<br /> 10. EXISTING TREE TO BE REMOVED. 5 O Q
<br /> 11. EXISTING CONCRETE TO BE REMOVED.
<br /> 12. EXISTING CONCRETE APRON TO BE REMOVED. J
<br /> NOTE: w O
<br /> ALL DISTURBED SOILS SHALL BE AMENDED TO THE LD a'
<br /> GREATEST EXTENT FEASIBLE PER COE STANDARD w w
<br /> DRAWINGS NO. 202 AND 203 INCLUDED BELOW I m u 0
<br /> U
<br /> E3-1-SETTLED) A
<br /> WOOD OB, ORSOD
<br /> a
<br /> MULCH DEMOLITION OF 4
<br /> III IMPORTED III I I _IEHEIITLT-1\H VIMPORTED
<br /> - - - raPDILmIx EXISTING 8170.4 SF
<br /> (COMPACTEDH)) II - ImMP i D EuoHEH /
<br /> DEPTH) SII DE GRAu
<br /> ROCKERY
<br /> STRUCTURE FSAHISOIL IS SUBSOIL IS ENCE/METAL
<br /> NCE T
<br /> BELOW
<br /> IMPORTED
<br /> yCB STD GRATE 2
<br /> roPwLm Ma \ DLsnlRaeo I RIM=566.10' I
<br /> Dx \� UND T REED \ 12"ADS NW OR STD GRATE I
<br /> PLANTING BEDS TURF(LAWNIAREA9 A 501 ��y" t AnUE SOIL IE=562.40' RIM=566-50' O O
<br /> 1 oRTEDTOP 5 USE Lm \ 4"PVC E IE=564.20' 12'ADS HE ro
<br /> N
<br /> usEIMP wILMIx D OEGN Ix _
<br /> cOrvruNIxG SDx co FO
<br /> ORGArvIc NGS%°M.ANIC MnirtR \.,:�i:'i,�l I IE 56D240W ELECTRICAL FACILITIES 6E'ADS NW
<br /> MATTEa(MIG AROUND40% M--..UNC- - EASEM
<br /> mx1Po5».SOILPomox Mun BE mmPOS'D.wxPORnoNmuSr BE _________ _ _ _ 2 6'PVC W IE=563.56' EASEMENT CENTERE00N IE=563.]0'
<br /> SAND OR SAN DY LOAMAS DEFINED SAND OR SAN DY LOAMAS DEFINED - - _ -
<br /> IMPORTED ME M PLANTINGBEDS TURF(IAWN)AREAS EXISTING FACILITIES LINE,AFN 8 5 U Q
<br /> 1D 9609200351. J V Q
<br /> n 10 D 1IU 10 10 �N NI IVH Q H J
<br /> WDxSroPDILmIxDNwRFAa. WExSaPDILMIxDxwRFAE. OPTION:NO DISTURBANCE A \ = (n (L w
<br /> e. RARE BEDS TO SMOOTH AND EI
<br /> Ro"ANDe. WATER OR POLL TO COMPACT TO LUNE NALVE VEGETATION AND SOIL UNDISTURBED AND PROTECT FROM MRACTIONDURING 1 1 7 O 7 10 5 \ Ce.THROUGH CURB Z Q J
<br /> __ 44
<br /> ROCES P AHEaOarRarv3 - - 5'
<br /> 67.7
<br /> __ _ - ?4 IM 5 O
<br /> _ R
<br /> xEIrREasolLS NaavEGnnnox ARE DlsTuaaeD rxesE AaEAsmrvoT aE uIREAMErvomExr. __ _ _ _ _ 4.4
<br /> nG coaxna _ _
<br /> _ ¢4
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<br /> _ 3 _ Ltfi
<br /> _ 44
<br /> _ as
<br /> 6
<br /> �j����
<br /> PVC W/GONG SLEEVE
<br /> OPTI ON:IMPORTED TOPSOIL IE=562.65'
<br /> 4 NW
<br /> AxlcmxTwrnnD DEPmm mELTTHE -
<br /> 4.4
<br /> AND _ A44
<br /> MDUInENEExTSIIAu50ILAFFREAs NOr
<br /> - bb
<br /> _ 44e
<br /> 6'• =A4.4
<br /> COVERED OY BUIIDINGSOR PAVEMENT.4IFLLREmR6rOn[D AS DnFSCRMED BELOw.Dx _ __ -
<br /> '
<br /> SwLINunOrv:SwLRYonnusuRGnnDE Ix TwD DlaEcrlox TOS WcxEs oEPrx. - ----__----_--�-�
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<br /> E T
<br /> DEP
<br /> I
<br /> ARTMENT
<br /> ENnY suaPACESHAUOE DLswROEoeYsun ''•�- -
<br /> III•WA•NIN•TOx
<br /> 9 0 _}E }IIS
<br /> I rnIIDEAAL., LSHOUmn COIAPR.wrtx 3oxE
<br /> -
<br /> SE,.ACD rDPREVENrUN�ENSEDLND -:•-: : : � :}: _ -�--•�--'------
<br /> FEnaNCENFEaaFUDLDY xFRAS,RU --:-: --•--->----
<br /> FOOT OF A"ROAPAMEMENTEDGE,mRasAxDISOCTOLDENSE"�UIID111 IALTEDTD ::---=------------
<br /> WERoxIMATELYBDxMAx,MODIREDRRacroa PROTECTION Dsss»TD Ervsuu AFlwn -• -' :.:--
<br /> POST-CONSTRUCTION SOIL - "
<br /> - wRFAa.mrvormmPAnwlrxwraEE PaoTErnox roNE. 202 Q _ _ - , -
<br /> QUAL AND DEPTH _ _ ___::;?.-} _- _ •- I
<br /> CB STD GRT.
<br /> RI
<br /> Z RIM=567 4]'
<br /> := 1
<br /> c_ e:-_ I 1r'
<br /> coNc N
<br /> r }'�-•I-'----_-- - ° 7 _ -_-..::-: -S- I.:.: ROCKERY h
<br /> ZAL:-I :1�Y}'__. .• FENCE12"CONIC E 1 pf j
<br /> IE=563.1]'
<br /> 0
<br /> OPTION:STOCKPILE EXISTING TOPSOIL I _
<br /> _ I AND C" s``EE
<br /> _ y� P p f,42786
<br /> rn[n oPIANopM[N LID[oRllo _ _ REPLACE[oeoN M[[rrH[oxGAxK mArlfn on BE s•IsmuDI AROORIn O 5 3 \ J'y./0 gyp\
<br /> PTHRECELP MENSEImERATPRAPPRovEDRAreoauLcuureo s WDoocxlP muLa GRASS ORI.D LL - }: `: NAL E
<br /> FLAED
<br /> I
<br /> ANDNCOMPSDEswIBeD eELaG PAVEMENEIRAUREAMENDEDwrtx - - --- 9/15/23
<br /> E DEPTH NEE
<br /> To
<br /> axcOTEEcAalFv wnlrmnL
<br /> RIAAM DE DE 7
<br /> IC N LWIL AM HE --- i;o*nia e�Exo Io LL - 10 _
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<br /> OFES',FORA - .-1= _ 0 Q
<br /> -- -I-I - -
<br /> _ D,
<br /> •12'A R IES
<br /> MEfE CIN \
<br /> DEPTH of e D DEPTH of n ALFA
<br /> SLID ILIAD FEE TERSOL
<br /> OR
<br /> CII TRICA
<br /> S"1 DF "1 w LEC
<br /> - --- 15 E
<br /> 6X
<br /> Or - Y
<br /> scuunwlTxlry Dale uxE of ExmxG rREES ED BE FEE mo__ - __- - =•-X ;IF=SEC.=' _ _ L e 10 \ EASEMENT CENTERED ON -
<br /> SURwNSUMHEDA• w - - - - _ _ - �� ¢A^, 10 EXISTING STRUCTURE,AFN i
<br /> ISU::FEET 2CENTER ^ - :. _-_ 00351.
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<br /> aoNYER Uy' rERI r vJ -1 --T:-:-- _ _ _ -= V _ u�) \
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<br /> mFRUTDRU TIUTY
<br /> ME e1P0us1vAULrs,METER I.WITHCE IN ONE FOGr on nF _ 10 - 5 r:4E4
<br /> MEW[.CURBSANDSIDEWALNS;SOIL BE ELOW aisauRFACFI 5 SE ACEI _ 2
<br /> LU
<br /> === l a \ I
<br /> =: € „ I
<br /> DENNrv�TMDA159E1ETOENSUxE7AFnm SUnincEEDO N01 R m m m
<br /> mMPA nxlxm PRmernOx zaxE. PLANTING BEDS TURF(IAWNI AREAS w - _tD 4------------- - - - - - - - -_T`;--- 3 3 3 U POWER CAB III I
<br /> - __ ______ - BUILDING.',t - P
<br /> _ _
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<br /> 5 mmnoneD mATEnIALn rvnoronulrvros 5 mmPosreD DaoronulnTo cxs -
<br /> :C J-� METER gg
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<br /> ILL -
<br /> 1 __-_F.: _ _ a
<br /> salts(A taro SOILS IATOTAL
<br /> - 2
<br /> D UTE: :_:•:_::--_-•-_-•;_-•:-_ _ _ ••
<br /> IxaesaF ExlmxG sm:
<br /> INCREsoF Exlnwa slTE _:.: .:___e____ _____________________
<br /> OPTION.AMEND EXISTING TOPSOIL -- 9
<br /> Nax,FaRA NaxES,waA
<br /> ZIF
<br /> AMI PsoIL,Oa SuaSOIL,EITREa AT PREAaPRoveD GATE
<br /> sETTUD ceam aFRlrva[s1'.SI sETneo DEPTH OFeIrvo sIs'sI �
<br /> ::-
<br /> :.E:_
<br /> 4
<br /> 4
<br /> J _ _ _ _ �tJ U
<br /> ORA
<br /> CITE
<br /> RATE
<br /> 1.CALCULATED RATE.
<br /> PEACE
<br /> _C
<br /> EmENr,SRAYBEAMENDe°vnTH - - I
<br /> •FLA
<br /> ` W
<br /> tl Q
<br /> MPonAS DEsaIBEo eELow. 2 +{
<br /> rot covE
<br /> RFO BY BUILDINGS OR PAV AMOUNT OF COMPOSTED MATFRIALOR AMWErt OFWMPOSTED FMTERMLOR
<br /> APPROVED MATERULLAxDROttmLL APPRwFDORGANK MATERYLAND RoronLL
<br /> IMO DEPTH OFSOIL NFmEDTO ACHIEVEe IMO DFmx of xML NEEDED roA[HIEVEe •::_-_--
<br /> SETTLED SOIL SETTLED sx oRGaxlc V - - --- - - -_ oL_ rLw1 - 1/j C
<br /> mxYxT. mxTExT -
<br /> INCHES OF
<br /> "-'=-�-
<br /> I'MPAGTED a RAF,ENULENLATEDAMDUry aFAmENDMENTIS 3.RARE 5.wAEaa.aO TDEDMPArnra.S%aF
<br /> DED,.ENnNESUPFA�RDULGBEDIRTDMroBY uRIFIU Mrv. VELAND
<br /> D
<br /> aFaaGAmC ROCKS LARGER THAN C z c
<br /> G 2 p
<br /> DAMAGETREE�D ET __ -- _ _- __ _ p.
<br /> MUICH ORSTOIXPIIED DUFF. OIAMFTFP I.
<br /> DETEamIrveD.rTHEErvamEER. •.�-: 5': TLuc) =-}t'--�
<br /> � onw�n�scn iRcwnoxawoulooF ExlsrWGmusroBERnAIry '�.-Y1-_ :: - 2.- } CONIC. y • I _-_ •�
<br /> c1 E. SETBACxS:TCPRENENTuHIIN-Hl,,DONOTmMPC-IND / z�, :-:I_= °- RETNNING WALL
<br /> 5 0 aNTEa OF unu INFRAnaucTuaE IPOYS, TRASH 1 _ _
<br /> we�a o D'wEwFEEA".."wlTMnaxEFaaTaFPnvEMEnrEDGE, EVERETT PYEucWDRla < ::2. _ CAN w d N
<br /> AmPPRmc1MA:�FLY9Dscmnmx.xMo°DIFICIPEROCTORDENSITTY(ASTM WASHINGTox DEPARTMCIR Tc'N1 'I� =•=- e - 11A C Q
<br /> ID355rIT0 ENSUREAFIRM SURFACE.DONOr COMPACTWITHIITRFE A • - -- / = POWER POLE
<br /> PROTErnONINE. ��'� '�"� sem"^" OS/M/3031 _ pp ry
<br /> POST-CONSTRUCTION SOIL _ 8 _8 e: W/TRANSFORMER k
<br /> SIGN - _ _/� C LUMINAIRE 1Q C Q LNp
<br /> D D D D -, �� - w/POWER _ -_�PowER - x,° L 7
<br /> QUALITY AND DEPTH 203 -D�.D- - \'- #I _ _ �� - - CAB. _ _ _ to
<br /> 2c �) ° v1«rt3-
<br /> 1xo -IXO�-aD ab42t° tae1.---awa1 _ ..- m v�1®-xo 01,' °• 1 IM 6A)+-��Neanv-wmA-ao>a -cwld-cw,e-(w>a- m V DrY
<br /> T.E.S.C. LEGEND NRN 55T8GRT
<br /> 3.,6
<br /> DESCRIPTION PROPOSED f '-3 - ` " - - -+� ----- - Ts- -Ds- -Ds-Ns-Ds- -12 DI N
<br /> °: - DS�DS IE
<br /> ss1 aa'
<br /> 4"CPP E
<br /> TEMPORARY SILT FENCE •--�-�� / _ - 12 9a -_ __• - --_- _ --,• .� I 12"5pi S3
<br /> POWER CONIC. a IE=56,.58' m
<br /> TEMPORARY CONSTRUCTION ENTRANCE POLE ce srD GRT,
<br /> WILLBENCH RIM=561.66' III SSMH,
<br /> LIMITS OF CLEARING SSMH 4B"STRUCTURE POWER POLE CB SOLID LID, - 12'CONIC N RIM=562.46' 19 c
<br /> W/TRANSFORMER RIM=561.66' IE=559.51' CB STD GRT.
<br /> RIM=559.20 12"CONIC N IE=558.33' 4'PVC E(1 SSMH,48"STRUCTURE RIM=562.44' (COULD NOT
<br /> CENTER 8"PJC CHANNEL q-AVC E(N)IE=558.66' IE=559.6 RIM=563.42' 12"DI N IE=560.64' MEASURE) N
<br /> CATCH BASIN PROTECTION 0 N/S=551.35' 4"PVC E(S)IE=558.66' 6"PVC F(' d ^
<br /> CENTER 8"PVC CHANNEL q"CPP E
<br /> CB SOLID LID, ,2"CONC S IE=558.33' IE=560.0 N/W=554.AL I12"DI E E
<br /> TEMPORARY DRAINAGE DITCH PLANS NOT TO SCALE
<br /> RIM-559.96' \ 12"DI S IE=559.61' TRAFFIC SIGNAL 12•DI SE �\
<br /> i
<br /> y POLE F=560.64'
<br /> --- 12"CONC N IE=55].16' - _
<br /> ROCK CHECK DAM - t2"CONIC s IE=557.t s' - - � - - - - - t2"DI s IE=56o.a9'-- - - N � o
<br /> ''" 12"ADS W IE=557.31' V
<br />
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