HomeMy WebLinkAboutR-404206GENERAL NOTES PROLOGIS RENTON 9
[J 1, SEE SHEET C.2 FOR TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS-
. CONTRACTOR SHALL CALL AND ARRANGE FOR LOCATE OF EXISTING UTILITIES WITHIN THE WORK ZONE- CONTRACT SHALL REPLACE EXISTING UTILITIES 1 MONSTER
� N ST E p ROAD
/� D SW
DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY AT CONTRACTOR'S EXPENSE. IVI I f� R�J1`�1
3, IF GROUNDWATER IS ENCOUNTERED AT UTILITIES TRENCHES, THE CONTRACTOR SHALL DISPOSE OF GROUNDWATER PORTION F THE NW �1 F E TI T Wf HIP TIC'-�E E., W.M.IN ACCORDANCE WITH THE CITY OF RENTON REQUIREMENTS,
� 4, CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. CITY OF RENTON, T , KING COUNTY, WASHINGTON
1 5, CONTRACTOR SHALL PROVIDE LAY DOWN AND WORK STAGING PLAN TO OWNER FOR REVIEW AND APPROVAL PRIOR TO ANY CONSTRUCTION '% ORK-
6, SEE LANDSCAPE ARCHITECTURAL PLANS FOR TREE REMOVAL DETAILS. END
L1J 7, PROVIDE SILT FENCE PROTECIIDN AT PROPERTY PERIMETER AS REQUIRED TD ENSURE THAT SILT LADEN WATER DOES NOT LEAVE THE :SITE- LEG
PROVIDE CATCH BASIN PROTECTION.
*Jw EMERGENT SEE KEY NOTES.
• _ w ,
`ter * ` y i—OVERFLOW. SPILLWAY sties
SILT FENCE C-O-R. STD PLAN 214-00
.i�
++ • + _ �.. �Y , �"s `r 19' LONG x`6' WIDE 7)
SG513 905 WORKICLEARING LIMITS
Ilk
———
SEDIMENT TRAP, SEE C,Ok STD =- -' - 11 � TEfJPORARY INTERCEPTOR
PLAN 211.00, SHT C2.3f �- �" '� {� ;u 8
SURFACE AREA =1751 SQ.FT, {� . ;:' ,. r - # �.. r SWALE- C.O.R- STD- PLAN 217-10
1 * 25x75 1 SYI(� STRAW WATTLES,
_ ATOP (27-C) � - ` � _ � e-_ ``
' 1 4 54' BOTTOM (23,5) r 1 • G } =5` 2` k .w �3c C.O-R- STD. PLAN 1 a.40
son— TO BE REMOVED ONCE �, R=Ii42,73 x
-" u 12
SITE IS STABLIZED i.1,80
,��i �p
t k
rr Al 6' 1 s'36' 1 1 ;} P I E L#
R=524-90' 4' '�'IG'E BERM 8 -'9188000130
) L=94.61' EL. = 2B.0 - 1.` ' '
( I s' 13i µ
500' 1' THICK ' 132J),
RIP RAP DITCH $ 8 a
.J I II INLET TO TRAP 27.0 # "�
I -
4' WIDE BERM y
5s 'o " 3"1v 115.Q1' -1 d ON CENTERLINE 262LF
EL. = . 2BLO f _ _ �
WIDE DITCH SLOPED
I 0 9'0_O MIN, SEE C.O.R. STD
PAF E L '+ P�11 1 . _w— * w w — PLAN 1710, SHT C ,2 � � �' � _ � � -� • . � �
ac �
dp
1111 Fj
a
'#
— — ' --- Ii .�
1. X 40
LTh
8
5v1'19'39"E 589,
PARCEL#
PARCEL#
2423049008 14
KEY NOTES 13 14 v
o DELINEATE AREAS OF CONCERN (AOC1, AOC2, AND AQO4)
IN THE FIELD USING HIGH -VISIBILITY FENCE OR MARKINGS.
0 THE SOIL AND GROUNDWATER REMEDIATION WORK SHOWN ON '
FLOYD SNIDER SHEETS X1,0 THROUGH X6,0 MUST BE CONDUCTED
UNTIL CONTAMINATED SOIL IN AOG4- HAS BEEN REMOVED FROM
THE SITE AND ENGINEER APPRDVES SOIL TESTING RESULTS AND I
DIRECTS THE CONTRACTOR TO BACKFILL, PRIOR TD COMMENCING `
OTHER WORK ON THE PROPERTY. I
o GROUNDWATER AND BOIL BELOW A DEPTH OF 3 FEET BELOW
GROUND SURFACE IN AREAS OF CONCERN SHALL BE TREATED
AS CONTAMINATED. STORMWATER THAT CONTACTS CONTAMINATED
SOIL OR COMMINGLES WITH CONTAMINATED GROUNDWATER IN jl
THESE AREAS, AND DEWATERING WATER FROM THESE AREAS,
SHALL ALSD BE TREATED AS CDNTAMINATED.
0 IF GROUND DISTURBING ACTIVITIES EXPOSE CONTAMINATED SOIL,
PROVIDE AND MAINTAIN TESL BMPS TD PREVENT EXCESSIVE
STORMWATER FROM CONTACTING CONTAMINATED SOIL AND
PREVENT ALL STDRMWATER THAT CONTACTS CONTAMINATED SOIL
FROM CONTACTING NON -CONTAMINATED SOIL OUTSIDE THE AREAS I
OF CONCERN AND FROM ENTERING CATCH BASINS DR
STORMWATER SYSTEM. IF CDNTAMINATED WATER MUST BE
REMOVED FROM AN EXCAVATION, IT SHALL BE DISCHARGED TO
SANITARY SEWER IN ACCORDANCE WITH KING COUNTY DISCHARGE_ _
PERMIT AND RENTON REQUIREMENTS. I
o REFER TO SHEETS 2-0 THROUGH X6.0 OF THE FLOYD-SNIDER
REMEDIATION PLANS FOR SPECIFIC PROCEDURES FOR
J4J #,`!j JJ 11 CONTAMINATED MATERIALS HANDLING IN AOC4.
TEMPORARY SPILLWAY
FROM EX. SLAB
55' LONG x 6' WIDE
8
I 4161
-11
!j
I�
f
L�
34LF 12"0 CPEP 0 2,'0 1 r
TO EX- STORM MANHOLE --
IE IN - 21.B2 -> t - — }
_-__....-.- $ 1
6 8
-- SD — 5f �
SEDIMENT POND RIS .
'SEE C,O,R, ETD
PLAN 216.10, SHT C2.3
TOP OF RISER 26.0 �. 1
IE OUT = 2i5 ICI 'q �
W/ o ORIFfCE I Lc
SEDIMENT POND, SEE C.O.R. STD
PLAN 216,OD, SHT C2.3
SURFACE AREA = 4,511
TOP (26.0) BOTTOM (22.5) ' �— — -
TO BE REMOVED ONCE — - SITE IS 1 STABLIZED r�
-
5'Y ] 6' 1-THICK l
I EMERGENCY - RIP RAP DITCH - - —
1 OVERFLOW SPILLW4Y INLET 'TO TRAP
12' LI NG x 6' WEIE
i
EL,f 1'.,27, CENTERLINE 688LF
2' VIDE DITCH SLOPED
0,50% MIN, SEE C.D.R. STD
I PLAN 111,11, SHT C2,2
jjf JJ J �.0
'I
1
h=6 38' 03°
R=285 48'
E:A0810H A N 0 SIE13I ENT CONTROL (nC) STANDARD PLAN NOTEAI
0! 1 • .L L ',', ...', . I'..,'• - ..1 A I+AL NOTES ThAT Wti%LL K JISCOWORA MD IN THE F.RWION AND SEOWEml CWAOL IEbC I PLAN del &L TIME NOTES ON THI
LIbT MAY NOT PERTAIN 1O LvERY PMACT THE ►PPILKANT 0A 044NL,R, PKRESY REFERRED 10 A5 APPLICANT, WY STRIKE OUT ARQLE1+AJ#T "Me IF MOT
APPLI'CASLE. 10 INE PRMCT HOMV1 R. THE APPLICAW SHALL NOT RFlvL04MER NCR EMT THE REMAAIINGNOTRE. ER ADDITIONAL N07"AM 14VMD1•DR 9F'EcIFIC
o6SPfrC7S. T"tv SHALL W A D= AFTER Tf1E LAC S TANDARD PLAN Nf7TE9
i MJI.FORE ANY GGNBrRLiCr*N ON flFi+l:L{>PMEN T ACT IVdTy OCCUPtS. A Rw--Dc fbTRvc rlpi MFEllwO SHAD EE iiECD AMONG THE Cl Y pF REST ON H5%5v
REFERRED TO AS THE MTV THE AMICAN'T AND 701E APPLICMr5 GONTMCTOR
d TM APPLICANT III R£SPON5IMLE►CRCIITAMPNOTHlWASHINGTDkftTAIZDEPA14T6*.Nl OFECOLCGYit=OGYrGDNSIMUCTkCNSTDRWLTEPGEhERAL
PENW. IF rT IS REC�FMTHE PppaMCT THE APPLCANI SMALL ✓>ROVID1 THE CI Ty Y Ii m-.l; GF ALL ODNITC mG ACPORTA PROODED TO ECgLOU r
A990CIATROwlT"TKC0pgrrfWrTm*STCRMwAT'EROENERALP' kwT
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COMMRsFlC fE1' Yp f+ T pa Ct NUP p4 pfLD FI to �IA.FU-k PkGIECY SEC REoUIMf�ML11T41
TW HOUNPAMIEll OF THE MMAMW LM IS. Strt$rl At AFC W THEIR tlUFFER'6. AND AREAS OF Vt%7ATIL]M PRE SkRVA I OR ANQ TREE MENTION A13
PKSGRORI) ON THI! M A"$1 SHALL N CLEAMY DF-; LMIrATtio BY FENiCiNGAND MCITKTW IN rHL J•IeLDaN ACCCRDAinLY 4YdrH APPKWPIX D OF THE VAT Df
PEE%IrCH IRWAM WAT>:It DESIGN U"UAL 4W14PON 5W0Mp Pft*n TQ Try START OF MNMucnoN. DUAIN4 THE {;SNIT %Ftvr riorN KFtm. NO pISTLIP!!}Aryf t:
IWYDNC rHj CLEARING LIMI79 WALL BE PtRMITTED THE CLRARINU LrMIT%5 SHALL BE MAINTAINED By rHE APPLFra Ni rv$C sQKRVI$DR FOR THE DVRA, ION DI
CONS TRLLCTION
!. .S.TAWL.r2F D CCN GIRUCTMON ENTRANC'U SHALL BE INSTALLED AT THE: BEGINNINO OF CON, AND 4AAINTAtLyE.p FOR Td+E DURdETdgr{ fjf T H6 PFIi�JCCT
i>SrJiTIONAJL FIEA9UFIE9 SUUi All COr1STkuC1EC WHEEL i4AliH S?9Tk:AIS L}fE WA 6K PAf]R. FA Y NE 14ERSUIREO TO EwEut+f THAT AL!L ARE MPPT
CLEAN AND TRACK-OuY t u 44DAD RdOH T OF WAY OMS NO? =LJR FOR I HE OURAT40% L* THE: P4epJF_G1 ]F SED1MMT rA 11LACKE0Off &11 k pL19ur ROADS YHALL
BE CLLVWr) t++ADUI)ryLY AT IHti E*0 CF EACH QFY, 00 MOM 5REMENILy VLJMN'} WK-7 YRAIWFI. AS NEOEMMY TO PKWMT HELiIMFUl FROM �sqT Fltiwu
WATER$ DF THE $TALE
0. WA$hrDUT FROZE COKRETTg TRUCK$ BnALL PE PEf,3 DRMfiQ QFF•$iTE OR IN DEfblCENATED CONCRETE WAdHOLITAREA$ON4Y Duo IYOT yuASH OUT ODNCRM
TRLbCX5 ON1Q THE GROUNI3. DR TG 9TO RM DRAIN$ DR OPEN CHTCHEB, Ohl, WYE DOWPIK, OP EXCEP01 CONCJIET( QrfA-irOWYOCCM iN DEw GNATED CONGRM
YIAWgOuT ARW
r. ALL REOumLf0 ESC WOOS SMALL 11G C4AISTRUCTIED AND IN fPejt.47'ION PRrGP TO LAND GLE O AND+GR C+4NItiTRUR'npry TO PRE:+Ib141 TRANSp4RrArdR]k G#
SE4{MEkT TO SURFACE WATER. DRAINAGE SYBTrMItAMAD61ACFNT PROPERTIES ALL EISG 510E SHILL W kA"TAW*D IN A SATWACTORY CONWION UNTtl
SUCH T+ME TKAI rl-tARIW,; AHDIOR G0IMTMXTi0N IS COMPLEI E ANU POTWIAL FOA O"ITE ERO51oN HA5 PA65ETl AL E5C BIOS SHALL Be FXMOVED Al! ]R
CON9rRUCIION 19 (:4MPLFIEDAmb THE SITE HM GEER19TA81LIZE0 10 EUSURE P*TENTlu FOR ON-911M F LOSION DOES N07 EKEST THE IMPLAMENTA.TrR)N
mQNtExAwI, RE1•LlacFmP hir, ENKAMCEFAEM, ANa REWYAL O$ W dMr+5 94ALL RE nit REsPOm9 .rTV of t HE APkICANt
M. ANY HALARDI)u!; MArEAULS COR LiWO PNINDUCIA! %PMT HAVE THE POTENTIAL TO POLLUTE RUNOPP SHALL Sk CMUPOSPD CI• PHEIRtRiY
M. TIME ECG W&PS DEPiCIED Olk THIS DRAWING ARE iNTMED ToSK MR+IIMUM REQUIREMIEENTS TO METANTIDpl3ATM91T1_ OOFLL3fTION9 AS CQMIRL,ICTMN
I3RWft3K5 AW LINE-XPECTED OR 9E�ASQh1AL CONIDITKM OCrA.TE, T HE APPOCAF{T 8"AL.I, AM TIGIPATM THAT M13ft ESC EMP9 VdIL4 HE NE.CE9JWY TO ENStM
tOMFLM OCTA3 ION CONTR(X ON THE fW0I3,QW-Q MITE OLFAMO TK COUR$E Of CpMETRVCTION. IT ¢HAUL RE T1iE OFKµJATION AND RF WD#4LCIILITY OF Tr*
APPLKANT TA AliCA SS MY NEW COhOTICL le THAT MAYJNE CREATEC) OY THE ACTIVITIES AND TO PRDVIDE ADDITO NALL EW YMP9 DV�R AHp WYE m6NIMUM
REMUIEMEN1S. AS MAY BE MESDEO. TO PROTFC-T AD.LACM7 PR(WER1'IE9 ANDwkTER OUALdrV OF THE REC+EIVINO DRAINAGE SYSTEM
LO APPFWVAL OF THr9 PLAm IS FOR EBG{WLY IT DRIES NOT C'D#P,ITITUTEANAf'P1 AL (W STORM MAINAGE DE84GR. SWE NOR LOCAnON OF WED, REEPTRiCTORS,
CHAkNNELS, OR ETOftMATER FAGtii TaEB
11 AFIY VMATIE'RWG SYST10-11 N€i;UMW FOR TM CON3MIXTION OF STORkMATFER FAMLITIM SMALL BE SUBMITTIED TO TIE CJTY FOR REVE€W AND APPROVAL
12 AFIYARVOIN EXPOSED STALE, 6iC1LMWORMADV AY E)ARANICWNT$ THAT WILL NOT BE DiSTUWD FOR TWO DAYS DURING THE WET SEASON (OCTO%ER iS7
THRJ U13,1+1 Arft 5QTH1 OR SEVFE4 DAYS DURING Tig 04W SEWON LVAY I RT THROUOIf 3E PIT=MBER'ATlH [ 9HAI.t 19F IMME pIATUY WrABIL12ED MTN TH11. APPROVED
ESC COVERMETWIDS,$ G , WEDING. 6#ACl'tNG- PL04TIC COYERI►IG, ETC ) IN G4NFC1ELr.1AhcE WITH ApI3E11OI D OF Ttip RFAITON Swig
?I WET MASON ESC REW RElSI N TS APPLY TO ALL SO WMIUCTiON 5frE5 SETNEEN Or; FOIItEA 1 ET +WO APRIL .1GTH. LiNaE SS OTHERWISE APPROVED IIIY THE CITY
oa ANY ARa WEEDING ADDITmONAL EEC MEASURES. NOT RECLIa21NG IMMEDIATE ATTENT04 SHALL BE ADDREOSE0 WI1HFN MVE►4 fT1 DAYB
TS r++E ESr, SteS Rl] w+LCTrvE S11 E19 SHALL 9E w5PEMED AND MAINTAINED Al A #AINIKIAM OF ONCE A MOW-H OR w1 THIN m HO uR9 POLL4wING A SYbRM EvENT
INSPECOCIN ANC MNNYENANCE SP60 LL f]CCUR MORE F AEaWN1LV AS MWIRE D By t HE C]tY
tb BEFUREa0bt:NIZE1lLENTVF ANY CONSTRWTIDN ACTIVIl f, CJTMk4WN INSERTS F•PR tHP mw 5TAnnARO LRN42115." SFLAu fiE RRQvIDED FCR ALL !iMRM
DRAIN INLETS DM%WRLOPE AND WITHMi SM FEET DF A DFSTUFUM-DOR♦3,] MTRUCTIDP[ARF-A, kINLESS THE RLWOFF THAT ENTERS THE PLIE-T WILL BE C-DNVEVEi3
TO ASEENMEKT FOND OR TRAP ALL CATCH MSlN INSER119 BHA" 13E PERIODICALLY IRSKCTED AND REPS-ACEDAS NECESSARY TO EN511RE FULLY FL]NCTKWWf
G¢NPITLDFI
W AT 140 TIME Sd,ALL SGONJEN7 ACCLJUV.ATIOk FYCF-ED Fr] OF: THE CMArTrV OF THE CATCM dASW SVW ALL rATCH PASM AND CONVEYAF&M Lwi; BFIALL BE
GLEANED PRIOR TO PAVING, Try CL.EANWD OPERATEDN SHALL NOT FLUSH gEDIMENT-11JUMIt WATER MifO THE DOWNSTREAM GY&TEM
1jt ANY PER#MIE MT STORIOWATER FACILITY LO ATLpN WED A9 h T1 MPR)[LARti 9+ETTLJ140 E JIFIAIi 13E k10pIF .D VMTH TTr nPECEirrw&%R++ ESC I3#d M 00 SHALL
PROVIDE ADEQUATE BTCRAGE C PAC1TY. IF THE TEMMF?AO F AC&CY IS TO UO1 IMMY FUNCTON IS AN JNF ILTRATION SYSTEM IN 115 MRMANF-KT 5TAI E. T HE
TEMPORARY PAC UTY SHALL eE AM- GH ORADEiJ 50 THAT T HE gq ITOM ANO adDtS ARE AT LEMI TmP&P- FEET .ABOVE THE F UAL I; MEW Of TILE PEC4IAANENI
FACILITY.
f l AREAS DE54GHATED ON 771E PLAN�Ry t'ANTAJNM EX15TING STORkPN1 TER FACILITIES OR ❑r¢ SITE OMP9 {AMEfAI=O 8011•E- EUDRETENTION. PERHIEASEE PAVEMENT.
ETC.I SMALL HE CLEARLY Y FENCED AND PROTE1'lED USING FW 5MPS TO AVOW SMtMEMTATIDN AND COMPACTION DURING I!0t# TFRjC-n1w
20. PRIOR TO THE MGINNI4G OF TFF! Y61FF $EASON 10r,TQOFR , STD. AIL DIEITLffiMD AREAS SMALL BE MISPEQTED TO IMWrIFY WH" OWS $4-AU BE SCOOTED OR
SEEPIED IgPKPARAFION FOR THE WKTER RAINS Dr3TUROWAFW-O SHALk RE SOOOEP DR SEEQE13 WIT➢idN CH,1E WEEX OF THE M[NNING DF THE WE=r EiEA,$pN
AN EXHIBIT Or TW)SE AREAS TD BE SODDED OR SEEDED AND THOBE AREAS 10 REWLIN UNGOARED &KjLu BE SUMMMED TO THE r_rTr FOR REVIEW
21 PRIOR TO FIN& C0N9TRLCTi0kA=PTMrpr-E THE R OACI SITE SHALL SE STABILVED TO PREvE„r rEDi4EN1AjMEN WAISR FROM LEAvJNG THE PROJECT SJTE.
ALL ESC LWPB SHAu€ BE PDA+]YJ'_D-Ann STOFWYuATEq CONvEYANCE SYSTEM. FPAA111E8 AND ON-SiTE ampS SHALL BE RESTORED TO THEIR fUtLLv
fUNCT10N04G CONNTION. ALL WISTUR13E13 AREAS OF VHF PROJECT BYTE SHALL 9E VEGETATED ok OTHERI•A5E REkif,SMlE T-LV 8TA3;L+LEb. A A MINIMUM.
DI5FUR13IF13AREAS SHALL BE 5009EID DR SEEDED AND MULCHED TO ENSURE THAT SUFFW4EMT GOVER WILL OEVELOR 51"7LYAt-MR FINAL APP'FOVAL MULCH
WlrHGUTSEEDING15ADEQUATEfOkAREAS TDBELANDSCAPED BEfflREDCTOSER,ST
22 RQVAEFLIESARE CQN5dDE0QMTOBEAr.1ETEN0DOFElmmTtAj'mzATioNAmEROSIONCDNTRDLROCKERI�S$HALLNoy BE♦msTRUCTEDTOSERVE AE
RETA(NINO WALL& AU RCCJMMS LEI CITY ROAD RIGHT$-CF-WAY-SHALL BE CONSTRUCTED IN AGIDWMANGIF WTH CRY $TAMAROS ROCKY-ReES OUTUDE OF
ROAD MC+EMOF-WAYSE'LAU 9E GONSTRUCTEU IN /=QRDANDE WITH THE MTERKIATIOPM BWL13ING QDOE
UM LL%oTTEILSYvw 7daT6b, 13RAwiv. is Noll TOScAu 1Nr17
STD. PLAN - Z6S.00
PUBLIC wogs EROSION AND SEDI NNE NT CONTROL
DEPARTMENT A 9/W1018 Ili
STANOAIRD PLAN NOTES
w,.. w.o am A.w...• CLUE
L=33.1T WET SEASON SPECIAL PROVISIONS
KEY NOTES:
U PORTABLE SEDIMENTATION TANK SIZED BY THE SUPPLIER SHALL BE
PROVIDED TO COLLECT STORMWATER FROM A0C1 AND AOC2 DURING
CONSTRUCTION PHASE UNTIL THE SITE HAS BEEN STABILIZED.
CONTAMINATED RUNOFF MUST BE PUMPED TO THE SEDIMENT TANK, FILTERECi
AND DISCHARGED TO THE SANITARY SEWER, BEE BMP NOTES THIS SHEET.
AREA FOR CDNTAMINATED STORMWATER QUALITY MANAGEMENT-
e2STAGING
NOT USED
®
MAIN CONSTRUCTION ACCESS: CONSTRUCTION ENTRANCE PER C.O.R. STD
PLAN 215-10.
5
STORMWATER DISCHARGE POINT FOR CONTAMINATED RUNOFF -
6
PROVIDE INTERCEPTOR SWALE. SEE C,O.R. STD PLAN 217.10 ON SHEET C2,2
C
7
SEE LANDSCAPE PLANS FOR TREE REMDVAL,
8
PROVIDE CATCH BASIN FILTER- SEE C.O-R- STD PLAN 216.3D ON SHEET C2-
9
PROVIDE BLOCK AND GRAVEL CURB INLET PROTECTION. SEE C-O-R- STD -
PLAN 216.4D ON SHEET C2,2
co
10
NOT USED
11
PROVIDE SILT FENCE. SEE C.O.R- STD. PLAN 214.OD ON SHEET G -
MAREA
OF CONCERN (AQC1) - CDNTAMINATED GROUNDWATER IS PRESENT IN
THIS AREA. CONTAMINATED SOIL IS PRESENT IN THIS AREA AT 8 FEET
BELOW GROUND SURFACE, PROTECT WITH ORANGE CONSTRUCTION FENCING.
SEE BMP NOTES THIS SHEET.
13 AREA DF CONCERN (AOC2) - CONTAMINATED GROUNDWATER IS PRESENT IN
THIS AREA CONTAMINATED 501E I PRESENT IN THIS AREA AT 4 FEET
BELOW GROUND SURFACE, PROTECT WITH ORANGE CONSTRUCTION FENCE.
SEE BMP NOTES THIS SHEET,
14ENVIRONMENT CLEANUP AREA "AOC4". SEE FLOYDSNIDER PLANS FDR
EXTENT OF WORD & DEMO PLAN. PROTECT WITH ORANGE CONSTRUCTION
FENCE.
1-
THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CDNSECUTIVE
'FORKING DAYS, RATHER THAN SEVEN (SECTION D.2,1.2).
- P=18283'
2,
STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D,2.1.2).
3.
COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D-2-1.2)-
L=37-o1'
4,
ALL AREAS THAT ARE TO BE UNWORKED DURING THE YET SEASON SHALL HE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET
SEASON (SECTION a-2-1-2-8)-
5,
MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.,1.2,2).
6,
FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION
D,2,1,3.1).
7,
CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED
SOIL (SECTION D,2,1,4,2),
8,
SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5).
9,
SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2,1.6).
NOQ'S8'35"fI'
35
10,
PHASING AND MORE CONSERVATIVE BAPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D,2,4,3).
81.89'
81189'03'19"4M
11.
ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE
AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D,2.2).
81.81 (R1)
CONSTRUCTION
SEQUENCE
1.
CONTRACTOR TO SCHEDULE PRE -CONSTRUCTION MEETING WITH THE CITY, OWNER, AND ENGINEER.
2'
POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED
WITH THE REQUIRED NOTICE OF
N 1'21'1
CONSTRUCTION SIGN.
2B8-Q6' 3.
FLAG OR FENCE CLEARING LIMITS.
4,
INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS 'SHOWN ON PLANS.
5.
INSTALL SILT FENCE AS SHOWN ON PLANS.
6-
DELINEATE AREAS OF CONCERN (ACC1, AOC2, AND ADC4) IN ACCORDANCE WITH THE APPROVED SITE DEVELOPMENT PLANS, WADOE
ADMINISTRATIVE ORDER NO- 15864, AND THE APPROVED '1DCT INDUSTRIAL, INC. MONSTER ROAD
SITE SDIL AND GROUNDWATER
REMEDIATIQN " PLANS,
7,
CONSTRUCT TEMPORARY DRAINAGE SWALES AS SHOWN OR AS NEEDED IN ORDER TO CONVEY STORM
WATER TOWARD THE PORTABLE
SEDIMENTATION TANK(S) AS DIRECTED BY THE CESCL AND SUPPLIER-
S,
CALL CITY FOR INSPECTION OF INSTALLED EROSION CONTROL MEASURES,
9,
DEMOLISH BUILDING AND UTILITIES AS REQUIRED BY THE APPROVED PLANS,
10.
CONSTRUCT ONSITE SEWER PER APPROVED PLANS AND CALL FOR INSPECTIONS.
11.
CONSTRUCT ONSITE WATER PER APPROVED PLANS AND CALL FOR INSPECTIONS,
12-
CONSTRUCT ONSITE STORM PER APPROVED PLANS AND CALL FOR INSPECTIONS.
13.
CONSTRUCT DRY UTILITIES (GAS, POWER, CABLE, ETC) PER APPROVED PLANS AND CALL FOR INSPECTIONS.
14-
CONSTRUCT BUILDING PER PLANS-
15,
MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF RENTON PEOUIREMENTS.
ADDITIONAL EROSION CONTPC}L
MEASURES MAY BE NECESSARY AS SITE CONDITIONS CHANGE.
16,
COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON
OR TWO DAYS DURING THE WET
SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT-
17.
STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
18,
SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS,
19.
UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED,
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950 Pacific Avenue. Spite 450
Tacorna, WA 98402
253- 72-400
PROLOGIS
12720 Gateway Dr., Suite 110
Tukwila, VVA 0816
206-414-762
BMP NOTES: FOR AOC1 AND A0122 TO LIMIT STORMWATER INTRUSION _ 26
—N68''03°E 43-5S` ^�- I� I� 1) CONTRACTOR TO MINIMIZE STORM WATER MIGRATION THROUGH OPEN TRENCHING OF UTILITIES,
- '- DURING CONSTRUCTION, BY LIMITING EXCAVATION IN THE AREAS AOC1 AND AOC2 AND THE USE OF IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARCEL
2423049121
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' 2.' 5o' 1 1 Know what's below.
,m-1 Call before you did.
REMISED
PER
CITY
COMMENT LETTER DATED 12/21/18
REMISED
PER
CITY
COMMENTS DATED 05/0.7f 19
REVISED
PER
CITY
COMMENTS TO C2.0. C&Oc C6-2
REVISED
PER
CITY
COMMENTS TO C6,0
REVISED
PER
CITY
COMMENTS TO NGPA & WALL HEIGHTS
REOSION
C)
Co
EARTH BERMS OR OTHER ACCEPTABLE METHOD5 TO GORDON OFF THE CDNTAMINATED AREAS FROM
THE UNCONTAMINATED PORTIONS OF THE TRENCH.
2) SOILS EXCAVATED BELOW A DEPTH OF 3'-0" WITHIN A401 AND AOC2 SHALL BE DIRECTLY LOADED
y INTO TRUCKS AND TRANSPORTED, OFF -SITE, FOR DISPOSAL AT A SUBTITLE D FACILITY.
RECORD DRAWING 3) STORMWATER/GROUNDWATER THAT MAKES OQNTACT WITH THE SOILS LOCATED INSIDE OF AREAS
03-15:?021 1 I AOC1 AND AOC2 SHALL BE COLLECTED, PUMPED TO A PORTABLE 5EDIMENTATION TANK, FILTERED
NO RECORD INFORMATION AND RELEASED TO THE SANITARY SEWER SYSTEM IN ACCORDANCE WITH LETTER OF AUTHORIZATION
11E40-01 To DISCHARGE TO THE SANITARY SEWER DATED JANUARY 24, 2019-
SHOWN ON THIS SHEET. 4', ALL WORK TO BE PERFORMED IN ACCORDANCE AND AT THE DIRECTION OF THE CESCL SITE
MANAGER AND/OR THE CITY OF RENTON.
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DEVELOPMENT ENGINEERING
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JPE 46f25f1g 17T+lLrlrl.J. EB,I Heirs I apet� RENTON Record Drawing documents 03-15-2021 Qu��M{
DATUM `
JFE 47f23f19 + S. Nelaan ATf,�LILE9rU Planning/Building/Public works Dept
-
KWTOW W"
BY DATE APPR APPFftiM scxt ++aooRc roLr 9F1a7: `L 51
TESL PLAN A NOTES CL