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DocuSign Envelope ID: 6EECF5B6"602A-4E4A-B436-A317AA638878
PLANTING BEOSLUNDISTURBED
VEGETATION, SEE NOTE 1
UNDISTURBED
NATIVE VEGETATION .. _ - 0"
UNDISTURBED NATIVE SOIL
r" ARSDRIST WOOD CHIP MULCH.
SEE STD. PLAN 282.BD
3. OF COMPOST INCORPORATED
INTO T OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5', FOR A
SETTLED DEPTH OF 6')
SUBSOIL SCARRED 4' BELOW
COMPOST MENDED LAYER
(It' BELOW SOIL SURFACE)
3--4" APHORIST
WOOD CHIP
MULCH. SEE STD.
PLAN 262 60
W IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED V
BELOW IMPORTED
TOPSOILMIX
UNDISTURBED TURF (LAWN) AREAS,
SEE NOTE 1
OPTION 1 - NO DISTURBANCE
PLANTING BEDS
12'
TURF (LAWN)AREAS
GRASS: SEED OR SOD
UNDISTURBED NATIVE SOIL
GRASS: SEED OR SOD
I.TS' OF COMPOST INCORPORATED IWO
esr OF SITE SOIL (TOTAL AMENDED DEPTH
OF H V, FOR A SETTLED DEPTH OF W)
SUBSOIL SCARIFIED 4*BELOW
COMPOST AMENDED LAYER
(Ir BELOW SOIL SURFACE)
OPTIONS 293, AND 4. AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS TUBE pExwN) AREAS
GRASS: SEED OR SOD
NOTES2
1 AREAS OF NO OISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS
6• IMPORTED
iO ACTED X
GENERAL NOTES:
MP
PIN)
]EPDI)
I TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL IS
2. COMPOST TO MEET STD. FILAR 262.80.
I
BELOW MO
BELOW IMPORTED
D COMPACTION OF TOPSOIL (WHERE REOUIREM
TOPSOIL MIX
TO BE T095%OF STANDARD PROCTOR.
4, SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS
OPTION 5 - IMPORTED TOPSOIL
STD. PLAN - 264.00
PUBLIC WORKS APPR D-
DEPARTMENT SOIL AMENDMENT SECTIONS C,AZ 9/28/2018 1
DATE
SOIL AMENDMENT SECTIONS
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Cal before you
SITE SPECIFIC DATA
PROMLF M/MffiR
26.54
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&SKER AUTO DEALERS6P
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1.31
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PER A;Y/MA6T
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026I-
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INSTALLATION NOTES
1. CaRI m WADC ALL L19MR, EL(MP.IADI NIIFRM S AND
000917/ALS RLWdXD m OFFEW AND WALL RF SYSTEM AND
AP➢LRid4HCE6 N ACIXA htf KID M MINOR AN) W
IAMAAAC11/RERS TPECIFIG1RCh5, [MISS LN@RRSE SAIR A
mumf;CILNERS GOVIICI.
2 RISC PUTTS A11AXION 6" LLY£L BLS. IST MACRMN
MCLAWENAS A YAVIVW 6" LEYD MLY; 945E UA6ESS SMCMED BY
THE PRAMCT AYAKER. CANRACmR 5 RESPCNSWE m rfRMY
P,PokcT fNGA4&3 RECOWIEIIIXD 94SE SPEGRgRONS.
J. Au PFET Mrsr az nOvl MM MnwE suaFACE a cavcx2
(PEES CIIADI ARRULE ftYLNO RUSH). AM14Rr 0.` Lamar Prof
uDsr 9E RUSI MM LxiTiNM;f auMLER nn9R. Au ceps
AROUND /IRS SWLL B£ SEY£D W1RR Tar/A ICON-sSR
CALUI PER MWLFACRMERs SANawo CAVNECTLNTCH DE/A6. ANDD SHA(L
LOAS AROR So rcaaAL PIP£ C AUF N RME CON
A. FEEMALTOR m suvPLr A� 6inou Au EXTERNAL mmEcmvc
FEES
5. LAYMAba RESPOMSIa'E FOR RIGM ION OF ALL L ARRS
AAMMM7UNCYs. aw CH SIMs. caSAVACR AM cMXL/ ALL ED OMAs aw
He n BE m (RICH ATONED SURFACE UAYE85 NTS MTH 4WARSE
9 ORF CR SFpAY dNpG9AM' AROUSED LN ALL MV5 IITRI IELS(AMIM
1. CON/R1 ON R£sPaAMR'E fOR CLNfACRAt MlpUL44 MMNDS fAP
ACTNIRAV a"" MAWfACmRESWAVeDo YIs RAND MTM OUF
PMAL AMA" S A MCDIILN MENAMS REPRESMRR4'
GENERAL NOTES
2 AN DIMENLRER m PRONDE ALL ANr£RLALS WkEff L ACUES RE SA
1. ALL NANSIo.YS DEYANONS 6RECFMArpM AMJ CNAGTEs ARE SIABECI To
PLEA
CHANGE
ALCERM ARa LEA EPEATx D.uRApS' rcrapwc EMcr auENsays xearrs
ASS0.flII' SE COMAC/ ARNUFACNRF.
1 MODULAR WETLAND
ROOF DOWNSPOUT SEE
ARCHITECTURAL DETAILS.
W PVC CAP CUT HOLE TO ALLOW
DOWNSPOUT TO PENETRATE
WITH 1/8" CLEARANCE.
6" PVC SDR 35 TIP.
FINISHED GRADE -
COORDINATE DOWNSPOUT LOCATIONS WITH
ARCHITECTURAL PLANS AND NOTCH FOOTINGS
TO ACCOMMODATE ROOF DRAINS.
SURFACE SEAL: NATIVE SOIL OR —
OTHER LOW PERMEABILITY MATERIAL.
4" PERFORATED RIGID DRAIN PIPE
REQUIRED AT LANDSCAPE AREAS
(SURROUND WITH V ROCK)
2" (MIN.) —
PLAN VIEW
- - - - - - - — --
ELEVATION VIEW
INTERNAL BYPASS DISCLOSURE:
RK DESI9N AWN G191GRY Of RIE F£lK CAWEYAM1I() Ar R IO O SMILL
Np AMR6N0 9Y Tf ENGINEER LY R£CAPo. MY(5) At PEW ROW WK( aE
AffACITE9 ID LTSURE An wsMEw DAc
CAPACITY USED. rcAxx AND WLMV AV "HIM;"HIM;AK fM AVENUE 0.YLY.
2-
a
4a a 4
d
e
LEFT ENO VIEW
nr .
ra
Bio Clean
C HEAD (f) J5
'NEVI axomD SIT (6PMM/V) 2.o
STORMWATER B/OFILTRAT/ON SYSTEM
STANDARD DETAIL
UNLESS
OTHERWISE
NOTED ON PLANS
00000000000 0000
O�Op0�0�0�0 0000
00000000000 INLETIOUT PLLPIPE
O O O O O
0000000000000000
FOOTING 6- BELOW PLAN
GRADE AT DOCKS. J
REFER TO STRUCTURAL. �$0
EXISTING AND/OR��� p�Ll PIPE
PROPOSED GROUNDO 0 J� i
FO0 —
no no 00 O Oe.
l 12" MIN. DEPTH (12"0 PIPE)
1 4" MIN. FACE 18" MIN DEPTH (15'-i6"0 PIPE)
QUARRY ROCK 24" MIN. (24•-36"0 PIPE)
SECTION
I BUILDING
FOUNDATION SEE
:45 AP CONNECTTO 0.5% STRUCTURAL DETAILS
DETENTION SYSTEM MIN. PROVIDE FITTINGS
AS REQUIRED
NOTES:
DO NOT TIE ROOF DOWNSPOUTS TO FOOTING DRAIN.
SURFACE SEAL TO CONSIST OF 12" OF LESS PERMEABLE, SUITABLE SOIL SLOPE AWAY FROM BUILDING.
ROOF DOWNSPOUT AND FOOTING DRAIN
.1,16wmw11 r
:MoINS e
DATUM
SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BEOLIEVED TO
BE RELIABLE. ANBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED IWO THIS DOCUMENT AS
A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO
OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT
FORANYPURPOSE
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REVISION
BY
DATE
APPR
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CITY OF
' RENTON
Planning/Building/Public Works Dept.
INLETMOUTFALL PROTECTION
4 NOT TO SCALE
mmmm
T A C O M A " S E A T T L E
�oA, aRi�s® S PO KAN E • TRI-CITIES
�aD10NA4 �1G1 2215 North 30th Street, Suite 300 Tacoma, WA 98403
p6//y/spat 253.383.2422 TEL 253.383.2572 FM InAvahhl.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP 7/29/2019
AS-BUILTS RI
MINS
AHBL JOB #2180100.11 MEMOIR Ilk
STORM NOTES AND DETAILS RED1? S. N
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R-406714