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PROJECT INFORMATION
ENORIESSED
AVERYINGIFF
PRODUCT
M4274ANI
MONAGER,
A�RY���
WER WALSH �
I
SOMMIJ
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Advanced Drainage Sysbarns, Inc.
NEW ELEMENTARY SCHOOL #16
RENTOKWA
SC-740 STOR1111TECH CHAMBER SPECIFICATIONS
4
IMPIESE FLOW ON MAY ACCESS FOR INSPECTION
ME STRUCTURAL DESIGN OF TH C CHAMBERS, THE � BASINFILL AND ME INSTALLYTION RMILAREMENTS SMALL ENSURE
THAT ME LOAD FACTOR$ SPECIFIED IN THE WASHM) man MANAGES DESIGN SPECIFICATIONS, SESCRON IS IZ Am MET MAR, 1)
WHISHOURATEM DEAD LEADS AND 2) SHORTADURVANON UNIF WAYS BASED ON ME AAEFTO DES1GH TRUCK SUN
FEE IMPACT AMID MULTIPLE MEN AGE PREARENCES.
a CHAMBERS SHALL BE DESIGN ED TEDEFTED AND ALLOWABLE LOAD CON14GURATIONS DETERMINED IN ACCORDANCE ARM ASIM PETSO
-STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THIMMOSTARRIC CORRUGATED WALL STENNIS COLLECTION CHUMESSI
LOAD CONFIGURATIONS SMALL I HOMES 1) INSTANTANEOUS PI MIN) MONTO DESIGN TRUCK JUNE Loan ON MINIMUM COVER 2)
MAJAMIUM PERMANENT DAYS) COVER LOAD AMID 5) ALLOWABLE DOWN WITH PARKER V WEEK) AMMIDE DESIGN TRUM
7, REQUIREMENTS MR HANDLING AND INSTALLATION,
* TO WOMAN ME MOM OF CHAMBERS DURING SHIPPING AND HANDLING CHAMBERS SHAU. NAME INTEGRAL INTERLEMAKING
STAMING LUNG.
* 70 ENSURE ASESUREE JOINT DURING AMID BACKFUL THE HEIGHT OF ME CHAMBER JOINT SMALL NOT BE UESEL
THAN 7
* 70 DURING EASTALLATION )7HE����CMSTMTS�BE
��MR�MEQU�TO�L��L ANDSTOREMETCHAMBER
DEFFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES MOVE TO P CR, C�EM SMALL HE FRODUCER
DRUM REFUEOPME DOUG OR SELLERS COLORS
a, ONLY CHAMBERS THAT ARE APPROVED BY THE STE SCREW ENGINEER WOUL BE ALLOWED. UPON RESUEST BY ME MUE DESIGN
ENGINEER OR OWNER ME CHAMBER MANUFACTURER WALL SUBM IT A STRUCTURAL EASSOMI PER W�� WHERE
SIMMONS CHAMBERS TO ME PROJECT SUE AS FOLLOWS
• THE STRUCTURAL EVALUATION SHALL BE MENTED BY A REGISTERED PROFESSIONAL ENGINEER.
• THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE EAVEMY FACTORS ARE �� THAN OR FROWL To 1,56 FISH
HEIGHT LOAD AND 175 FOR LIVE LEON THE MINIMUM RMUSI STAMM WOO ANN BY SECONCINS 3 AND III Of THE AMETTO
ONTO BRIDGE FEW N SPECIFICATIONS FOR THERNKFALASTIC PIPE,
• ME FEET USAGES CREEP MODOLLUES AN SPECHED N MUM FOX15 SI BE NEED FOR PERMUMMEM USED LOWD DESIGN
EXEMPT THAT IT WALL BE THE REAGAN MOSCOW USED FOR DERIGN
9, CHAMBERS AND END CARS SHOUL BE PREOUSED AT AN END =1 CERMED NANUFAMMUNG FAMITY
SiteASSIST-
FISH STORAFTECH
INSM�Ms. V.
�L�THE
A
M�MH SCI �M SHALL HIM RE l��D UNTILTHE MANUFACTURE" R�NTA� A
MISTING WARMI THE ASTALLIESSE,
STORMUCH BLAME CHAMBERS SHAUL W INUOULED IN ACCORDING MUM ME -MURMTECH CONEFOR
CHUMBERS ARE MY TO HE SOMFILLED MYTH A DOZER OR AN EXEMATOR STUDYING EVER ME �BEM
STMERMIRESH RESCOMMENDS 3 BACKFUL MENSHODS:
A
A �LLM��MILTUSWGM�VATM�����SMNEORSUBG�E
. EMAGUILLPHOMOUTSIDETHEMENWATCHUSAGA�0I
7� MB�ENT�ESURROUNDING�M�BEA�.C�MMG�MNE�T�PROL
9 ADS RIGROMMENDS ME USE OF 1WHOSEXHIM CATCH TOP NSEMS DUMNG FOR ALL INILMS TO THURESCIT THE SUESSURI
STURSAWATER MANAGEMENT SYSTEM MOM WANAMMUMON SEE FIRME,
2. ME USE OF CONWRIMMEN SEDIMENT EVEN SOUND CHAMBERS IS UNREST
A
A MORUS�TIRM�M.DUWM�M�VA���D�P�ERFUDE�S��lN�n
SAFTS THE FITYRNMECH GUIDET
MINI LIMITS FORCOMEMMOMIN EQUIPMENT CAN BE MOND IN ME YHORLYMEXCH CONSTIMMON QUIDE'
MLLW(Mm,)DFSTMILI=���WER�C�MR�l��DUMPMU��LOR�PM.
MEMA�MTOPUSHEM�ENTMNEB�ME�WC�BEMMY��M�ECHAMMnMOM�M
�MLE�CKFUM���BEM�M"ME�MP��M�GD���MDUNOER"E��MH
STM�wm��
PROPOSEDLjIIYOUT-FACILII NOTES
10A ��7��� . WOMFOLD SIZE TO 0 AW MEW SEEm�N�N�6U��IFOWMNGOUI�
Is . DOE TOTHE ADAPTATION DROPS CHAMBER SYSTEM TO SPECIFIC SME AMID DESIGN �. IT MAYBE � TOCUT AND COUPLE ADDITIONAL PIPE TO STANDARD
0 STONEASOMI MIUMFOLD COMPONENTS IN THE MEW
0 �EB�1) . THEY CHAMBER SYSTEM WAR DESIGNED AM PONT SPENNEFECIFIC INFORMATION ON MR. CONDEREAS OR BEAGUNG CAPACITY ME SITE DESIGN ENGINEER Is MINI SHE FEW
43 R6STONEVVD
SPIMMETER STONE INCUMMI . ADS DOES NOT DESIGN OR PROADE MEMBRANE OMER SYSTEMS. To MIN USE THE LEDUMAKE MOMENTUM- OF LNER SYSTEM THE M� UNER SYSTEM SHOULD BE
SYSTEM AREA M-) - DESKSMED BY A MM��E GEOPEEMI OF AND INSTALLED BY A QUALIFIED
BEEF SYSTEM PORMETE R DO
PRDIFOI ELEVATIONS - FACILITY INA
440M MAXIMUM ALLOWABLE GRASE LEI PAMMINUUMPAVE�
MIAM MI ALLOWABLE AWARE (UNPAVED WITH TRAFFIC) 2
�% MINIMUM ALLOWABLE GRADE (UNPAVED MY MARTS) GO
�w MINIMUM ALLOWABLE GRADE (BASE OF F OWING: FAVINIA I I
SHIP ALLOWABLE � MED PAVEEMENJO
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MUM TOF OF SO AT CHAMBER
�W PUE TOP MAN FOLD I
MEN 12- 8070M CONNECTION INVEST
�V OF I HOW PLUS CONMEMRON PARENT
accrNSSMEI CHAMBER
BOTTOM OF STONE
NY STRUCTURE SMS25 PER FlAN BRITHEAMED FERFARS IMMIROM
IS MUMMUM INLET FLOW &7 NEWS
mGKH1 BY ISMffMM I FROvicuo BY ome"S
WE PREFABRICATED END END, PARTS SKSOMETTIGAIR
TYP OF ALL SCI WO MCKATOR NOW PLUES CONNECTIONS
I r X I T ADS W12 MR MANIFOLD
INVERT E2 A. STONE CHAMBER FASE
UV �MEF Noma)
PHASE MINIMUM 12 A OF AMPLUSTO WADVEN MOTESTILE E
OVER RI STONE ADD UNDERNEATH CHAMBER FEET
— — — — — — FOR SUOUR YYOFMCOON AT ALL CHAMBER FmT MEW$
— — — — — — — MASNUM CUTLET FLOW 4 0 CH
M� By ENS NEER I PROVIDED BY UTTERED
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1932 Flmt Ave
SuIte 201
Seattle, WA 98101
IL 206.725.1211
N M M I. 2G6.973,5344
engineering pIIcwwAAIpdeng1nNM1ng.oGm
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SPORMTECH ISSUED �M SHALL. AM BE �� UNTIL ME MANUFACTURERS ��ATI� HAT ��D A
PREFOONSTRACTROM MEETING ARM ME INMm-UJHS
2 WHAMBERS $FALL BE MEMBRANES) AMID SHALL K MANUFACTURES) FIRROM MRSEL IMSYMMONFIED IMLYPROWLEME
2
STORMHACH MRSHM) CHAMBERS SHALL RE INSTALLED IN � MYTH THE TENOTMEM CONESTENUMON ON No
COPOLYMERS
3
CHAMBERS ARE NOT TO BE PAMOLLED WITH A MOSER OR AN ESSINGTON S�I OVER ME CHAMBERS
a CHUMBERS SHALL MEET THE REQUIREGRENTS OF WON MAIN TMMDARD SPECUMOMON FOR PAILYMMASUENE TP) WRINFEATED
SPORMECH �M�S 3 LOWELL METHODS
WALL WO�A7ER COLLECTION CRAMEWROF CHAMBER HEM DESKINATION W.
.
. �LLM��BUILTM�M��VA70RON�EFOU��8�EORSUMWE.
4
. BACKFULL FROM OUTSIDEMS ISDAVADON USING A DOMMUCOM WE OR ISCAVALLOR.
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ME MUNDEMON STONE STALL BE LEVEW) AND COMPACTED ARM TO PLACING CHAMBERS
5 ME STRUCTURAL DESIGN OF THE CHARGES, THE STRUCTURAL �IU AND ME INSTALLATION RIESUREMENTS SMALL ENSURE
THAT ME LOAD FACTOR$ MODIFIED IN THD AMATO USED FAMME DES" SPECIFICATIONS, GESTION IS IS Am MET MAP 1)
5
JOINTS RETWEREN CHAMBERS $HALL BE PROPERLY SCATED PROR To FUNDING STONE
LONNOURATION DEAD LEADS AND 4 ONE WASIA BASED ON ME ASIGHTO DEAUGH TRACK Sam CONSIDERATION
FOR IMPACT AND MUL71ME VEHICLE PRESENCES
0
MINIMUM MINI" - VAR "I SPACING MEARNMEN ME CHAMBER NONE,
6 CHAMBERS SHALL BE DESIGNED. TEREEND AND ALLOWABLE USED CONFIGUIRMONS DETERMINED IN ACCORDANCE WITH WON FORT
7
INLET AND OUTUM MANIFOLIVE MUM RE INSTRAMID A MIN MUM OF OF QA 11) � CHAMBER END CANSF
OCEANGOING PRACTICE NEER SINSUCTUFAL DESIGN OF THERMOPLANTIC WFUSUBLATED WALL STORMWATER COLLECTION �B�.
0
�ENT STONE SURROUNDING CHAMBERS MUM ME A QUAN, C�M ANGULAR STONE MEETING THE ABBITO MIN DESIGHNION OF M
LOAD WORNFIGUMMICHER SMALL. MCCUMP 1) INSTANTANEOUS PI MINI AMINTO DESIGN TRUCK LARE LOAD ON MINIMUM OCART 4
01
MAXIMUM PERMANIM DIATIT COVER LOAD ADD 3) ALLOWABLE COVER WITH PARKS) T WEEK) AUSPE DESIGN TRUCK
B
MUM MUM BE PLACED ON ME TOP CENTER OF ME CHAMBER To ANKSMAR ME CHAMBERS IN FLAUSE AND �� MOM SPI
7 REQUIREMENTS FAIR PURSUING AND INESTALLATON,
• TO NANTAIM ME MOM OF CHAMBERS LOSING EMPRNH AND HVIDUNG, CHAMBERS ENALL HAVE INTEGRAL INTERAMING
TO
ME CORMAJAMER MGM REPORT ANY SAM CHAMBER FOUNDATION MATERMALUS BEAMUNG CARRECTIES TO ME SITE DENGEN
STAMme OWES.
ENGAMMERL
• TO ENSUREASECAREJOUNT DURING �STAUIUEMOEN AND �L� THE HOGHT OF THE CHAMBER JOINT SMALL NOT ME WERE
THAI
11.
WON M�EMN ME ONE OF -MAQMNu CATCH Or MINI DUMING �M�IM PONT ALL INLEM TO � THE SUESSURFACE
• TO ENSURE THE INTESSEW OF ME ARM SHAPE DURING 1) THE MEN STIFFNESS CONSTANT SHIELD BE
STARENSATEER �� SOMEM FROM ��� SEE SUISSE,
GREATER THAN OR WDAL TO UM FBI ME ARG 18 OWNED IN N�M BEAR OF ASMI OFF 8 AND a TO REMET CHAMBER
DEFORMATION DURING IMPLANTATION AT ELEVATED TEMPERATURES ASOME TO P CIA, CHAMBERS &HALL Be PRODUCED
NOTIES FOR CONSTRLI"ON EWIPMENT
FROM RIEFLECTIVE DRUG OR YELLOW COLORS
I
STCRVTWM ISSNOO CHAMBERS SNUFF Be NISTALUM IN � WITH THE WESSUMMIGH �� MM�M SLUMP
8 ONLY CHAMBERS THAT ARE ARRANGED BY THE SERE DESSIGNI ENGINEER VARL BE ALLOWED, UPON REQUEST BY ME MTE DESIGN
�N� ON OWNER ME CHAMBER MANUFACTURER MAIL. SUBW IT A STRUCTURAL SIMULATION MOM W�� SEEFORE
F
ME USE OF BOIJ PMENT ONES MCCUM C�n LE LIMITED
DEUNINFUNG CHAMBERS TO ME PROJECT SITE AS FOLLOWS
.
A �ESMU�U�EV�UATIONS�SES�EDBYAREGI�EREOPROF�lD�ENGNMIN
. �RU�TIRM�MDUMPT�KOR�VAIOM���U�L�RM�D���HEDN�COMEMBE
MUM THE MORMUCH M�500 CONSTRUCTED! SUDI
DEAD Man AND 1 m FOR FIVE LOAD, THE MINIMUM REQUIRED TMASIM PETER AMID BY SEERSONS 3 AND III OF THE AMERM
. VAUGHT UNITS FOR CONSTAI MIT EVENT MY BE MOND IN ME THORNMEM MN�ON GUIDEI
USED ORKWE DESIGN SPEELFCAUDW MR THERMOPLASTIC PIPE,
ME Man DERNED CREEP MODULUS AS SPECIRED IN GETS F2415 SI BE NEED MR PE� USED I DGI DESIGN
a
FULL WE MEM I OF COMMED COVER MATERALS OVER ME C� UY FURQUIRED FOR DUMP MUM TRAVEL OR DUMPING
EXCEM THAT IT SMALL BE THE FIFTEEN MODULUS USED FOR DESSMI
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OF A DOZEN TO PUSH EM�EW MORE �M ME AGMES OF CHAMBERS MY CASES DMAGE TO CHAMBERS AND RE NOR AN JUXEEPMME
9 AND END DAN STALL. BE PRODUCED AT AN END MY CERTIFIED NANUFAMMUNG FAMITY
�LL NEMMOD. AM C�BERS DAMAGES W UNING THE MUNPAND PUSH' METHOD ME NOT COVERED UNMER THE MMMNEGIH STAIMARD
NOT FOR CONSTItUMON: THIS LAYOUT IS FOR DIMENSIONAL PURPOSELSONLYTO INNEWS CONCERT &THE REGARRED STORAGE VOLUME MAN BE ACHIEVED ON BOB,
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STRUCTURE So aC PER PLAN WCAJEAATED BmASS NUMPOLD
�MM INLET FLOW 5 7 GEE
BY END NEER I PROVIDES BY OTHERS)
N PREESSIMCMED END GAP, PARTS SAMOEPEJEMBR
FUELS MMPMUEA 125 OF AOSEPIUM 25 BROVEN OJECTEXTUE
OVER BEDOING STONE AMID UNDIFFNEAM CHAMBER FEET
FORSCODURPROTECTIONATALLCHAMBERINUETI
OUNUET STRUCTURE So USE PER PLAN
MAMUM OUMET FLOW 4A CAN
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R-419235
SHEET
3 OF
11
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CITY OF
RENTON
Planning/Building/Public Works Dept.
NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
RENTON, WA %059
DIETENFTION DETAILS
04 MAR
2022
Q
0
Ir
PERMIT SUBM17AL
8/27/21
SESIONED
FROLENDOW
EASE,
PERMIT RESUBM17AL
12/20/21
IRFW�
MOM NO,
C2.1 0
PERMIT RESUBM17AL
3/4/22
MORRIS:
F GOT M MEN
NO.
REVISION
BY
DATE
APPR
AFMARED
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