HomeMy WebLinkAboutR-398712PROJECT INFORMATION
ENGINEERED
TWSNELL
PRODUCT
AMBROSIA
MANGER:
nM.SNELL6$NSWPEC
JCEBHEFHV
M9&LLE81FP'
253ETSSS312
REQUIREMENT
CE.BHFEXV®ADBPIFE.CgA
PROTECT NO'.
pp2B74
LLLLL Ppme
ADVANCED DRAINAGE SYSTEMS, INC.
FIRE TRUCK 15
RENTON - WASHINGTON
t. cWMBEMaxxLBEaraBncwsGiaaorsacata
2. CHAMBER[ SHALL BE MANUFACTURED FROM OWN POLYPROPYLENE OR FMYETHttNE RESINS.
a. CHAMBER ROWS SHML PROVIDE CONTINUOUS, LMRBTRIICIFD HRRXK SPACEMAN NO INTERNAL SUPPORT PANELS THAT
WOULD NAME FLOW OR LIMIT ACCESS FOR INSPECTION.
A TIE STRUCTURAL DESIGN OFNE CHAMBERS. TME STRUCTURAL BICKEEL AND ME INSTNIATIGR REWIREMENTS$HALL ENSURE
THAT THE LOAD FACTORS SPECIFIED INTHE MSMO LATE BRIDGE DESIGN SPECIFICATIONS. SECTION 12.12, ME MET FEEL 1)
LONGDURANHI DEAD 0001A MD 2)SHOW DURATION LIVE LOBOS. STEED ON THE AHEAD DESIGN TRUCK WEEK CONST DERATON
FOR I MPACT AND MULTIPLE VEHICLE PRESENCE.
S. CHAMBERS NAL MEET ASTh1 F2921(FttYETHYLENE)OR MTM M1816(POLYPROPYLENE). ISTMOFJD SPECIFICATION MR
MERMYLASTC CORRUGATED WALL STORMNATE0. COLLECTOR CHANGING.
S. CHAMBERS SRML BE DESIGNED AND ALLOWABLE LOMA COUPON HIM IN ACCORDANCE WITH ASTM Me?, 'STANDARD PRACTICE
FOR STRUCTURAL DESIGN OF THERMORMAG CORRUGATED WALL ST]RMWATE0. COLLECTOR CIMMBERS'.
7. ONLY CIMbARA THAT ARE APPROVED WME 511E DESIGN ANSI WILL BE ALLOWED. TIE CHAMBER MMUMIURAR MAKE.
SUBMIT THE FOLLOWING UPON REGEEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELR'ERNG CHAMBERS TO TIE
PROJECISTE:
a A STRUCTURAL EJNUATWN REALED BY A REGISTERED PRCFEMIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY
FACTORS ARE GREATER THAN OR EQUAL T21 N FOR DEAD LOAD AND IMM MR LINE WMA➢. ME MINIMUM REQUIRED BY ARTS
PAGE AND BY A/SMO FCR THERMORASTIC PIPE
G A STRUCTURAL EVALUATION EFALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEACONSTATES MAT THE LOAD
FACTORS SPECIFIED IN ME MSTO LIKED BMOFE DESIGN SFEOEMOTIONS. SECTION 12.12, ME MET. THE AS YEAR CREEP
MODULUS DATA SPECIFIED N ASTM 8418 OR ASTM MATE MUST BE DEED AS PMT OF THE PASHTO STRUCTURAL EVALUATION
TO VE W TY LONG-TERM PERM RMMCG
v STRUCTURAL CROSS SECTION DOME OR MICH ME STRUCTURAL EVALWTON IS BABPo,
S. CIMLBEMMDENOWSaH MPRWIICEDATMIWMIC IIFIMMMUFA MWFACEIIY.
IMPORTANT -NOTES FOR THE BIDDING AND INSTALLATION OF THE SC310ISC-740 SYSTEM
PRELGiBTRUCTX)N MEETING YAN NE INSTMLEIRS,
2, STORMTHAR SG3108 aGTW CHAMBERS MILL BE INSTALLED IN ACCORDANCE WITH ME'BTGRMIECH SWIG$L]WBDEW CONSTRUCTION
CHILI
S. CHAMBERS ARE NOT TO BE BSCKFILIEO VAN A COWER OHM EXCAVATOR SITUATED OVERTIRE CRAMBERAL
• [TOR RELOMMENIL9SSACWILLMETINGW:
VMBOMOH.
• RKKFILLLASROWSNIKEBUILT
USINGANENAGWATO
RON1HEMUN8TONEOR SUMYNDE.
• IXILLFMd1ETEGVATpNUSINGAONGWXOEMAVATO0.
4. THEFWNMTIDNWT ESHAUBELEVaWMDCOMPAOTEDm TOPU WCHAMBERS.
5. ROTS BETWEEN CHAMBERS SHALL BE PROPERLY SEARED FAIORTO RACING STORE,
B. MMMNNMINIMUM-V(IWmm)WP IXGBETWEENTIEO MRROWB.
T EMBEGMEM STLfE SURROUNDING CHAMBERS MOST BEA CUEM, CRUSHED. MGIENR STORE 34HT FACS) mI
B. THE CONTRACTOR MUST REPORT ANY DIBCREPMCIM WIIX CHAMBER FOUNDATION IMTERINS BEARUNG CAPACTES TO THE SITE DESIGN
ENGINEER,
B. AOS RECOMMENDS INE USE OF 'FLEKSTORM CATCH IP REBATES DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE
STGRMWATER MANAOEMQ SYSTEM FROM CONSTRUCTION SIIE RUNOFF.
I. SttMM SCI 0 R SI CHAMBERS MOLL BE INSTALLED IN ACCEPTANCE WITH ME'SMRMTECH9Wt0'SG]4dT4]BO CO19T0.UC
GLIDE.
2. THE UTE OF CONSTRUCTION EWIPMEW SON SWIG B DOING CHAMBERS IS DAMAGE:
• NOEWIPBENTIa ALLOWEDONEMECIWABERS.
NOME TEEDLOAOGR.DUMPTWCLAMMEXCAVATORSAREMLOWFDUNTILPROPERRLLCEP ARERFAGHEDINMCCRE
WITHME-STORMIECH SK1310SCI EGA LOXSTRILTW GUIDE,
• MOW LIMITS FOR CONSTRUCTION EQUIPMENT CM BE FANO IN TIE BTORMTECH 8W1O8GT4 78) CONSTRUCTION WIDP.
S. MLLM'@Mmm)OFSTMIUMDWV WMRMSB RTHECHMIBERSOREQUIREDFMDUMPT KTRAYELGRWMNG
UWOFA DOBLTO PUSH EMMMEMB]ONE BETWEEN THEROWCOFCHAMBERY MATCMME MMAGETOTME CKA MMMDMM M
ACCERASUE MUMUWD.NIYCHAMBERSDREADEDBYTESUMPMDNBH'I ODMEMOTCOMMDQNMRMEBTGM]ECH
BEMWRD WMRMTV.
CONTACT STORMTECH AT 1.045 -2BW MH MY QUESTIONS ON INSTAUON REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EW
ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS
PHRASE NOTE:
1. TRELISM
ANSI
2. DAMNIFY
S. WNEIEINI
PERMEIERSTOXE
(9EENOTED
ExG.VATON WALL
iG W SE SLOPEDGR VSWCAi)
MET FORA' LOCATION MATEWI WHEN PLACED AND COMPACTED IN
PAY MDSE YER(CEBWNEO
BYBITEr MNENOIMEM)
Aa".u�ii• 0IRR B
Iril 1B'
12'(YO mmI MIX�z ORS IMI�1L 11
ENOGPMINH
(SEE NOTES
151 (12K )
NOTES:
1. 90-74DCWMBERS SHALLCONFORLI TOME MEASUREMENTS DRAWN MIA 'STANDARD BPECRICAUM FOR POLYPRORIENE(PPICFMRIMMDWALLSMPMWATMCFAIECIION CHAMSERY,
ORASTMRRABFMMRDGECIFIGATILNMRFCLVETHYLENERE)CpiRUGLTEDWALLMOWWATMCDIJB MCXAMBEAS'.
2. SG740 CHAMBERS SI BE DESIGNED IN ACCORDANCE WITH MTM PONT` STMOIFm PRACTICE FGR STRUCTURAL DESIGN OFTIERM0FLP5TIC CORRUGATED WALL SUMMATION CCLLECTHM
CHAMBERS'.
S. 'P WEPTPBIE FILL UMTEIRINS TAME ABOVE PACKAGES FMTERRL LOCATIONS. DESCRIPTIONS. GRADATIONS, MO COMPACTION FEWIREMI FOUR FOUNDATION MANAGEMENT. AND FAA -
MATERIALS
.
4. ME SUE DESIGN ENGINEER 18 RESPONSIBLE FOR MORNING ME ABOARD RESISTACEQMOAELE MEANING WORRY)OF THESUBGRADE WIB AND TUE DEPTH W FOUNDATION STONE
WITH CONSIDERATION FON THE IYNOECEEXPECIFD BOL MO M RE CONOTICMA
5. PMIMETERBTOEMUBTBEEKTENDEDHMWWALLYWTHEB%CAVATONWNLFORBOTHVER MDS"MEMAM VATIONWALB
B. ONCE UYERC IS RACER.MYSOIUMATERRLGAM BE PLACED IN UYEA'OWTOME FKARIEDGRFLE. MOST PAWMENTSU� WILSCAN BE USEDTOREPDACETHENJOEAILL
PFWREMEN19 OF LAYER V OR'D'ATTME SIZE ABANDON ENOMERS DISCRETION.
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SHEET
3 OF 5
PROPOSED LAYOUT N
NQ
B STORM S 70CRAMBE0.5 MANIFOLD NOR TO BE DETERMINED BY SITE ASEAN ENGINEER SEE EACH GREAT IT FOR MANIMID SIONG GOII DANCE
A SMRMIEOISOLMENDCAPS • WEMMEAOP➢TATIFMOFTIISCHAMBEASVSTEMTOSPECIricMMMJDMSMNWNSTMIWS, IT MAYBE
S STONE.IBWASUH NECESSARY$RAI
TO GOT AN O COUPLEM)ONWXN. PIPE TO MAN FOLD COMPON ENTS IN M E R FILE) 1{
S SEMNEBELGWAA • THEMMMD GIFN3IFEERMIISTREVIPNELEVAnM$MDIFNECESyW JLBTGRPDINGTOENSURETIECH MR y 2 BG$F
0 %SRNIEVOID WVERREWIREMENTSPAEMET.ASK V Zy
INSTLLIEDMMMVDLUM PF) 6
$
EWMEIHIBT ELUDED) OC
aro K)
W BVSIEMPEMLEIFA (p � � '�' � Ie
LL �
PROPOSED ELEVATIONS
MALMUM ALLOWABLE OWE UO' OF RW1WFWAJNRMDf AHEAD LS pC
MINIMUM ALLOWABLE GRAOE(UNPAVED WITH TRApFICS WHO ]y S
MINIMUM ALLOWABLE GRACE (UNPAVED XO TRM'FILI: MID a 6 E
MINIMUM ALLCWAKE GRADEP OF FIBMMI£ PAVBMEM] LM.10
MINIMUM ALLOWABLE GRADE (ICP OF ROD Np10 gygy
TOPOFSTCT£: MID S
MR OF SG]RG CHAMBER (TW OF WBECE AMBO iGG
1P TOP MAXIM ED IAMENT 208.14 6
1z BOTTOM MANIFaD IuvERT: 2X10 ptl
W IBOATOE ROY INVERT: 205.11
BORONCf BG]W LIWABEIi: OXER)
BOTTONCEHTOIIE: XMao 3 R
PROPOSED N'CWEAAST
MVIIMLM INLET FLOW 2JLW 10'PNEFABRIfATEp ENp CM, e
(26'aUW MM �9Y PAAOF ALL As 70 L d
TYPOFALL As70N'CCNNECTX)NB
E_
8
MDIspuTOR Rows
12HA0a N.1z TCPCGINEIME CIA RI
INVERT I2.YAWYECXAmACRES) OFE DETMI PROPoSPoSV NYLWAST I!
EE ACRES) 1
_ (M'MMP MINI
� a
PMMTLE MM NITINOL 10 a ZCy
MABMIIM FLET IKON METMN YADSHI2WALWALLPERFORATED IBPE UTLERDRAIX Si
(SEE DETAILS SHEET MN (811FS'PERFCIUTEDPIPE) YR&
R{g
1SM18H12BOTTOA WNNECTW
PLACE MINIMUM 1230FAD8GEOBYIIIXETIC3 I!m
INVERT IYAWVECX PEENOMA S16'MKNDUNDERMIXIUEOERB®CNG Z a®¢
(SEE NOTES) WOUR OUXLERNE9TICXNBEAFEETT a
BCOURPROTECTOXATMLOIPABERINLET RONB y
c IS
0
SHEET CCC
2 OF 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
(Fitz -James 02/15/2018 rstraka 02/15/2018
1932 First Ave Call 3 Working Das a "'ON AH8Sk".Y� mERN:
Suite 201 y N 1.=20' RILN,NN IMM/1"I ` RRE STATION 15 lzjzz/zon
Seattle, WA 98101 Before You DIG! _ / / "'"' LIP WR,ML IM CITY OF
Imm I�`�`� PERMIT RESUBMITTAL 2 Iz 1a � 1404 N 30TH STREET
f. 206729.344 9My I A\ PERMIT RESUBMITTAL 1/29/18 SAN � MENTON MENTON, WA 98056
f. 206.913.5344 l�jy� R 1 R ° C„m.
R s� pS ms 00 `SCF' aIe 2 BID ADDENDUM LA0. 2 I 16 18 � DATUM planning/Building/Public Works Dept.
engineering pllc wWWlD4engiT%Um Wm 7-800-424-5555 SVONAL LA0. REVISION BY DATE APPR T WEAL. �mC3.05
STORWIECH DETAILS
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AASHTO MATERIAL
COMPACTION I DENSITY
MATERIAL LOCATION
DESCRIPTION
CLASSIFICATIONS
REQUIREMENT
M. FILL: FILLM4TERIAL FOR DYER b STM18
MTHETCPOF TIECUVFA TOTHEOGROM
ANY WILAOCKIMTERW.S,XAIME SDI15, GRATER
PREPARE PON SITE DESIGN ENGINEERS MRS.
D
LE%MLE PAYEMENT Ot UXPAYEO FINISHED
ENGINEERS FEARS. CHECK PLANS FORPAVFMEN!
WA
PARED N6TALUTCN9IMY HOVESTRINCENT
DE ABOVE. NOTE THAT PAVEMENT ALEG E
SLBGRADE REWIRBMEMS.
1MlERIALMDPPFPPRATON RECO$EMEND).
BE PART OF THE'P DYER
BEGIN COMPACTIONS APER Ir FAA) III OF
MHMDMI
w IS REMORA.
VLL FIII: FlLLIMTERVLPo0.UYE0.'C
GRANULAR WELL-0RALED WII/MOR=GALE MI%TUPE$Gd%
Al A2J A8COMPACT
AN
WMPACTADDRIONLL LAYERS NB'(1W mm) MARK
DDETON L UNIONS
RTS FROM ME MR OF ME EM. EW
[MMM�E;FIUW
FINESORPRWESSMAGGREGATE
LIFRTOAMIN. 5596PROGTORDEXSNYFOR
C
NE (B'IAYERTOIPI4W mm)ABNETXE
OR
WBL GRADE MPTERMLMDS$%PEJATVE
OF TIE CREASER TplETXAT PAYEEEXT
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN CTEV
AgSXTOMRY
DENSITY PoRPRWESSEOAGGREOAT:
SUBBASE MY BE A PMT OF THE C LAYER
CFTRMUYER.
$ AGO, 4, 4R, S. ME U. S BT. BR]. TB. IN BR
MATERIALS' ROIJERGROSBVEHICI£WBGHT
9,10
MOTTO F%SEED I2,OOl Be(Si MX), OVWNIC
FORCE WT M MMD M,, W NM M MI.
UNDIMGB
MPERSF0. WEF MTILNSttNE('A'
CLEM,CRUBHM.MGUW38TOXE
SSMM.S<X4W.50.57ER)TOTRECIAVERMOE
FROMMTONMtl1E FW.BERS
pgyHTp Mb'
RATE COMPAGTOt ROELTpgIO11D/EAMT
A
TWWtl
FROMTXE811HiRADE UP TO ME FOOT(BOTICW)
CLEAN. CRIIBXED,MOUWI9TOXE
5,3fi], 4,4R, b, MI, fiT
OFIIE CTWABER
'
PHRASE NOTE:
1. TRELISM
ANSI
2. DAMNIFY
S. WNEIEINI
PERMEIERSTOXE
(9EENOTED
ExG.VATON WALL
iG W SE SLOPEDGR VSWCAi)
MET FORA' LOCATION MATEWI WHEN PLACED AND COMPACTED IN
PAY MDSE YER(CEBWNEO
BYBITEr MNENOIMEM)
Aa".u�ii• 0IRR B
Iril 1B'
12'(YO mmI MIX�z ORS IMI�1L 11
ENOGPMINH
(SEE NOTES
151 (12K )
NOTES:
1. 90-74DCWMBERS SHALLCONFORLI TOME MEASUREMENTS DRAWN MIA 'STANDARD BPECRICAUM FOR POLYPRORIENE(PPICFMRIMMDWALLSMPMWATMCFAIECIION CHAMSERY,
ORASTMRRABFMMRDGECIFIGATILNMRFCLVETHYLENERE)CpiRUGLTEDWALLMOWWATMCDIJB MCXAMBEAS'.
2. SG740 CHAMBERS SI BE DESIGNED IN ACCORDANCE WITH MTM PONT` STMOIFm PRACTICE FGR STRUCTURAL DESIGN OFTIERM0FLP5TIC CORRUGATED WALL SUMMATION CCLLECTHM
CHAMBERS'.
S. 'P WEPTPBIE FILL UMTEIRINS TAME ABOVE PACKAGES FMTERRL LOCATIONS. DESCRIPTIONS. GRADATIONS, MO COMPACTION FEWIREMI FOUR FOUNDATION MANAGEMENT. AND FAA -
MATERIALS
.
4. ME SUE DESIGN ENGINEER 18 RESPONSIBLE FOR MORNING ME ABOARD RESISTACEQMOAELE MEANING WORRY)OF THESUBGRADE WIB AND TUE DEPTH W FOUNDATION STONE
WITH CONSIDERATION FON THE IYNOECEEXPECIFD BOL MO M RE CONOTICMA
5. PMIMETERBTOEMUBTBEEKTENDEDHMWWALLYWTHEB%CAVATONWNLFORBOTHVER MDS"MEMAM VATIONWALB
B. ONCE UYERC IS RACER.MYSOIUMATERRLGAM BE PLACED IN UYEA'OWTOME FKARIEDGRFLE. MOST PAWMENTSU� WILSCAN BE USEDTOREPDACETHENJOEAILL
PFWREMEN19 OF LAYER V OR'D'ATTME SIZE ABANDON ENOMERS DISCRETION.
QB rl
�I
SHEET
3 OF 5
PROPOSED LAYOUT N
NQ
B STORM S 70CRAMBE0.5 MANIFOLD NOR TO BE DETERMINED BY SITE ASEAN ENGINEER SEE EACH GREAT IT FOR MANIMID SIONG GOII DANCE
A SMRMIEOISOLMENDCAPS • WEMMEAOP➢TATIFMOFTIISCHAMBEASVSTEMTOSPECIricMMMJDMSMNWNSTMIWS, IT MAYBE
S STONE.IBWASUH NECESSARY$RAI
TO GOT AN O COUPLEM)ONWXN. PIPE TO MAN FOLD COMPON ENTS IN M E R FILE) 1{
S SEMNEBELGWAA • THEMMMD GIFN3IFEERMIISTREVIPNELEVAnM$MDIFNECESyW JLBTGRPDINGTOENSURETIECH MR y 2 BG$F
0 %SRNIEVOID WVERREWIREMENTSPAEMET.ASK V Zy
INSTLLIEDMMMVDLUM PF) 6
$
EWMEIHIBT ELUDED) OC
aro K)
W BVSIEMPEMLEIFA (p � � '�' � Ie
LL �
PROPOSED ELEVATIONS
MALMUM ALLOWABLE OWE UO' OF RW1WFWAJNRMDf AHEAD LS pC
MINIMUM ALLOWABLE GRAOE(UNPAVED WITH TRApFICS WHO ]y S
MINIMUM ALLOWABLE GRACE (UNPAVED XO TRM'FILI: MID a 6 E
MINIMUM ALLCWAKE GRADEP OF FIBMMI£ PAVBMEM] LM.10
MINIMUM ALLOWABLE GRADE (ICP OF ROD Np10 gygy
TOPOFSTCT£: MID S
MR OF SG]RG CHAMBER (TW OF WBECE AMBO iGG
1P TOP MAXIM ED IAMENT 208.14 6
1z BOTTOM MANIFaD IuvERT: 2X10 ptl
W IBOATOE ROY INVERT: 205.11
BORONCf BG]W LIWABEIi: OXER)
BOTTONCEHTOIIE: XMao 3 R
PROPOSED N'CWEAAST
MVIIMLM INLET FLOW 2JLW 10'PNEFABRIfATEp ENp CM, e
(26'aUW MM �9Y PAAOF ALL As 70 L d
TYPOFALL As70N'CCNNECTX)NB
E_
8
MDIspuTOR Rows
12HA0a N.1z TCPCGINEIME CIA RI
INVERT I2.YAWYECXAmACRES) OFE DETMI PROPoSPoSV NYLWAST I!
EE ACRES) 1
_ (M'MMP MINI
� a
PMMTLE MM NITINOL 10 a ZCy
MABMIIM FLET IKON METMN YADSHI2WALWALLPERFORATED IBPE UTLERDRAIX Si
(SEE DETAILS SHEET MN (811FS'PERFCIUTEDPIPE) YR&
R{g
1SM18H12BOTTOA WNNECTW
PLACE MINIMUM 1230FAD8GEOBYIIIXETIC3 I!m
INVERT IYAWVECX PEENOMA S16'MKNDUNDERMIXIUEOERB®CNG Z a®¢
(SEE NOTES) WOUR OUXLERNE9TICXNBEAFEETT a
BCOURPROTECTOXATMLOIPABERINLET RONB y
c IS
0
SHEET CCC
2 OF 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
(Fitz -James 02/15/2018 rstraka 02/15/2018
1932 First Ave Call 3 Working Das a "'ON AH8Sk".Y� mERN:
Suite 201 y N 1.=20' RILN,NN IMM/1"I ` RRE STATION 15 lzjzz/zon
Seattle, WA 98101 Before You DIG! _ / / "'"' LIP WR,ML IM CITY OF
Imm I�`�`� PERMIT RESUBMITTAL 2 Iz 1a � 1404 N 30TH STREET
f. 206729.344 9My I A\ PERMIT RESUBMITTAL 1/29/18 SAN � MENTON MENTON, WA 98056
f. 206.913.5344 l�jy� R 1 R ° C„m.
R s� pS ms 00 `SCF' aIe 2 BID ADDENDUM LA0. 2 I 16 18 � DATUM planning/Building/Public Works Dept.
engineering pllc wWWlD4engiT%Um Wm 7-800-424-5555 SVONAL LA0. REVISION BY DATE APPR T WEAL. �mC3.05
STORWIECH DETAILS
T
r
L
A
4110H
T
Q
J