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CITY OF EDMONDS
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CONSTRUCTION SWIAP ELEAIENTS
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AW DAY (q ) HORW 1S SMIAM
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STALL ff REDO- APGH fYlAL 9T SfABYAAWl AND APPROVAL BY DFY 019P£CTC
SITE GRADING AND EROSION CONTROL NOTES.,
:HALL ffA4Ly TO CHAPTER 18 OF M 11H)TIAWW BVI�16 COLS
2 THE CZuDU CF EXCAMTEH YAHRq "RE CCHDSTTHT WST StETY A%V SPACE C&6MAV&lS 9IAU BE
FIA(Zo m R own sqE A, mflvEs
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4. FIA&C SISTITS ME TO BE KEPT CLEAR 0' OW NO a S LA TIX EXCIIATUT I'D Rl �AT 6
4, SHCCY S ATf TO AT LOCAn W SAFE AREAS AND AAAVATRY PROJECTED WRN 24 HMS TO PRIi Vflf
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9. STRUCaE T S SHALL BE FtACED N 8' TO 10* AAX LOOSE Htb MAAL LTTS AND SPREAD W-T—y
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THE aAHER To 1919m cWn,DEO PE QHAA-;,T A? HER .TNVED —lwL All
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CCH5THCTH)N A-V LROSMWV fS CWMETO NO M P AHITAL FIAT &1-9T R090N HAS
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EHTECTS ff WLREASEV WlC SHALL BE AFP A
AfAINTENANCE OF SILTATION BARRIERS:
SITAnCei B,4.mERS SHALL K rlSP{Cn WVMARYAFTER EACH WWAU AND ArLEAST DAiY
PRIXa MFAIL tfC SSAQY R AYZS TO BkRm RS A? REPLA(ZHEHT 91 HE
ArCOAPL19EO TpAH,Xy. SYAVTHr DEPOSITS 9tOUlD BE REH O AFTER EACH RA— IREY
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SEEDED. W SEVYW DEPOSITS KAAHt 'G N — AfTER W BARBER 6 r10 -REWRD
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY MCANEERING R—CA.i
IN SEI/1, NE1/4 OF SEC.
36, T.27N., R.3E., JUL
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DRAINAGE NOTES
L A LOCKING GRATED LID SHALL BE INSTALLED BN ALL CATCH BASINS
UNLESS OTHERWISE NOTED,
2 ALL CATCH BASINS SHALL HAVE EIGHTEEN (NI-) WINIIIUIJ SUMP, TRAFFlC
BEARING CB Rf1J, AND PIPE REQUIRED FOR ALL DRIVING SURFACE
LOCATIONS.
3. ALL PIPE IJATERNLS SHALL BE PVC ASTIR 3034-SDR35, ADS(N-12 OR
HEAVY DUTY HIGHI4'AY G.RADE), DUCTILE IRON, CONCRETE, OR EQUAL AS
APPROVED BY THE CITY ENGINEER.
4. ALL NEW OR RECONSTRUCTED BIPERNOU5 DRIVEWAY AND PARKING AREAS
!JUST BE SERVED BY AN IXLIWATER SEPARATOR BEFORE DISCHARGE INTO
STORA( DRAIN SYSTEM OR PUGET SOUND AS A NIfttIJULL OILIWATER
SEPARATOR SHALL COYEST OF A TYPE -I CATCH BASIN WITH A PC TEE
INSTALLED P190E LULL 12 A CLIUU TALPIPE AND 12' MIPHLIV RISER
PIPE. ALSO REQUIRED AI-UtI 12" CLEARANCE FROU BOTTOM OF
TAILPIPE TO BOTTOU OF CB ANN lJIffIIJUFI 6' CLEARANCE MULL TOP OF
RISER PIPE TO TOP OF CB
5, ANY DE-PON FROJ APPROVED PLANS AILL REQUIRE [IRITTEN APPROVAL.
ALL CHANGES SHALL BE SUBVITTED TO THE CITY.
6. A COPY OF APPROVED STORM WATER PLAITS MUST BE ON SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
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APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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10+00 10+30 10+60 10+90 11,20 11+50 11+80 12+10 12+40 12+10 1J+00 13+30
i 800-024 5555
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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IN SE114, NE114 OF SEC. 36, T.27N., R.3E., TV.,IL
STORMTECH GENERAL NOTES H BERssw BEDESIGNEDINAGLDRDA E:` H
ASVU F2]61'STAJDARD PRACTICE FOR STRUCTURAL
I. STORIATECH RE WIRES INSTALLING CONTRACTORS TO USE 6, STONE PLACEI.IENT BETNEEN CHAMBERS ROM AND AROUND —.ER B SHALL IIEST ASTM 12922 DESIGN OF THERT,N)PLASTIC CORRUGATED WALL NOTES
AND ORGERSTAN. STORTATECHS LATEST INSTALLATION PERIMETER MUST FOLLOW INSTRUCTIONS AS ONGIGTEO N THE STANDARD SFECIFICATION FOR BTORAR`IATER COLLECTION CHA.L3ER5'. 1. INSPECTKKiP RTKtUSTBEC0`4NECTEDTHROUGH
INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. WST CURRETRVERSIONOFSO—NECHSINSTALLATION ETORKCYTERIPEICORRUGTEDWALL LOCK-0Ut LOCATEDAT CETOBE OFLVSNBER
INSTRUCTIONS. STORhfr'AATER COLLECTION CfiAI!9EP5- SCHEDULE 49 FfITtNGS TO 8E SOLVENT
2 CEl.+ETfTEO.
WR TECHJACA SERNCES DEPPRiIAFTR OFFERS GRANVLAR V.ELL GRADED SOJVAGGREGATE MIXTURES.
Z COI ACTIONCONSILTAT10rJST0ISPERRIEN000`RRAGTORS ]. BACKFLLIG$V TIED) ADit4 AU TCLLO NOMI ,A(IS
DU -Slmm)
tZATACT Y PRONICALSSTEHfSREPRESENTOAEAT REOVIREI!EARSASINDIGTEDINNSTROSTCVRRETR VERSION CLENN,CRUOL'.,.HIFIRSTONE `ROOT ES,COIIPACTIN6'DFTST0FACCER'OARD
A AST BO DAYS PRIOR TOSYSTE0.11N OURR FFESENRRIR'SS OF STORIATECHS ANSTALLATION INSTRUCTIONS. (AASHTOIUS SGES LLO—D) FRWATERIAISRV. SEE THE TABLE OF ACCEPTABLE tMOPLINE 12'[J00
APRENT HIN EN ANIATIOJJCOVSULTAON AOURREF VERATNES STO!:E SIZES ALLO'.SED) FILLE—IT W.S rrmlINLINE DPAN q'[100 mm]SCHED 40 SCRE\Y-iN CAP
CANTHENTEGIRCAIAEESSMTEbAANDR -VENTS ON 8, RIECONTION TCHINSTRUCTIONS
FOR TABLE OF AC PAVEl.+ETJT SOLD W2'[300 mmj
IHESTORMTECHCHATOO BE THEI3INI Y.FORTALLA VEHIELATIONIATRARJOUSFORATABLEOFACCEPTABLE SOLIDHITJGED CONCRETE COLLAR
NSTALLI`:G LO" BEFORE BEGINNING
G Tfl E SYSNSTALATp4 INIOR E LOADS ALSO AV US DEPTAT OF COVE IS1 CO B,=FRAJE PAVE!,+ErJT
REOUIRUCTI SBEFORE BEGLN469 THE SYSTEMS INFORMATIO`JISAISO.. THSOURRAORIATELHS4111BE N Ia EEJMOP"OT
—EHICONSTAL IER CALL SEEPRESICHATIVEOR4 TO AKTOA —STORIATFORPREVENUECHCOM. THECOA EXCEED RISRES CITS LE B [IS] 1 96'(233A mm1 ARPAVE}11D01] 4'[IOC mmj SCHED 40 PVC
ECRXTEC SERVICESREPREACCENEORVIINSTA . RORPREVEENTS FSOHNCLES THAT EXCEED OR
ADS BOt TON VIOVEN I FORICATI
TORMTE[H.COM TO REC£NE ACOPY Of WRtf.STALLATIQ`I REWJREP.!ETRS FRO?A TRAVELING ACROSS OR PPAKIG OVER GEOTEMILE ION — ,$-'} i' 6 j 52 mmj 0.!0N. I.IL APPLICATIO'.SI SEE
9 I r+I �4'I100 mm]SCHEp 41 %'CCWPTA.EJG
iLG WARNING EQUAL AL AROU`JD D'NGY lCA1t10-045 1NSTRUCTb:JS. THE STORAPAJATERSYSTE0.1 CATS SIGNS FENCING, f IL 7
TAPER PHIRVENT UNAELYLOCEDINTGNSARECOEAPPLY NlGULAR STONE K ;I t6 H66 mmj FORUNPAVED _ q'1i69 mm]SCt1<D dO wC
J, DESIGNTECHALT, CONCRETE
FOR US.
iHPAVE.ER USED SD`AEC CONSTRUCTION
UCTIONARIZED VEHICLES FR09J ENTERING X %},\ DEPTH TOBE APPLICATiO'JS) 6'
DESIGN (ASPiIALt CONCRETE PAVERS ETC.).. T C R SETlBITNE CPlSTRUCTION AREAS. '-` �? DETERHfr:EHFE I2031rm1�
IS 18' HS] Iron] NOi INCttIDI\G PAVEIAEPR 1 AXI} I COVER IS :"'s>`%'', _. r:.. 4?..k.-..v_ � DESIG Et GitlEER F
9a"[2438 11 CLGGG PAVETAEM FOR IN TALLATIP STHAT 9. THE CONITRACTOR MUST APPLY EROSi 4AND SECRAENR - 6 [ 52 ]IAI4. SC-]qO CHA<IBER t
(>D NOTINCLUDE AVEItENT,VTlERFNOFDNG FRGAVEHICLES CONTROL I!EASURES TO PROTECT THE STORIMJATER SYSTEM - _-' 'ctvm not F-F9><ci
l AY OCCUR AI OIUM REWIRED COVER 1523'f6tOmm], WRIrtG ALL PHASES OFSRE COTISTRUCTIPJ PER LOCAL 'LI1;
T U%IAIUTI COVER IS SS'[2.438 m], CODES I. DESI.11 EN(PREERS SPECIFIGITIONG —110 END CAP 31' 1 E}qts J CORE4S'jii4 mmID HOLE IY
6'[1sz mm7T,nr+ rl3os rtm]Nt J. r.o"nTUL a4 -z n'cIT lr+ IY I {y��+Y (((���
4 THE CQRRACTORMUSTREPORTAJYDISCREPNJCIESNTHI 10, STORIITECH PRODUCT NVARRANTY IS LIMITED SEECURRENT IE511r✓nj NANE 51 ) I yi � ia91) I f� CH0.!+BER (a 5'HOLE SA\V REO'D)
E.
CHAOSER FOLNOATICHl 0.UT£RIALS BEARINGCAPACITIESTO PRODUGTWARRATRYFORDETHLS. TOACWLREA COPY CALL DESIGN ENGINEER RESPONSIBLE FOR ANCH—STa,E RRR bii ';`j=jZJ DA — J�
THE DESIGN ENGINEER STORIATECH AT I-BB8i 2694 OR VISIT PAWISTORMTECTCOM ENSUR4RG THE REWIRED BEARING ` �I
CPPALITY OF SUBGRAOE SOILS f
5. PASHTO M260 CLASS 2NON `.'!OVEN GEOTEXME(HLTER THE INSTALLED CHN.TBER SYSTEM SHALL PROVIDE THE LOAD (ACTORS SPECIFIED IN THE AASMTO LFRD BRIDGE DESIGN SPECIFICATIONS
FABPoGI LIDST BE USED AS INDICTED IN THE PROJECT PLANS, SECTION I212 FOR PARTH PHO LNE LOADS VRTH CONSIDERATIONN FOR ITAPACT AND IAULTIPLE VEHICLE PRESENCES. AOS.1 NORV:OVEN GEOTEXIIE�
516W TECH SC-JIO RL GROSS SCUM ION EGUALI caNNEciION
MI DETAL
N. T.S.
STORM WATER CHAMBER SPECIFICATIONS SFORWELH 5C-740 cm'ECnaT PORT DETA4
t ClW18ERS ST BE STORIATECH SO]40, ECJi00R APPROVED EWAL.
2. CHAIA9ERS SHALL BE I FACTITRED FRO!A VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS
TESTED USING ASTII STANDARDS,
3. B—ISERS SHALL BE DESIGNED IN ACCORDANCE IYUN ASTM F2]8]"STANDARD PRACTICE FOR
STRUCTURAL DESIGN OF THERI!OPL! DC CORRUGATED WALL STORI.iNATER COLLECTION
CNA!!BERS'.
4, CHAMBER ROM SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE VIRH NO
INTERNAL SUPPOJtT PANELS
5- THE STRUCTURAL DESIGN OF THE C—IDERS. THE STRUCTURAL BACKFILL AND THE
INSTALLATION REGUIREIAETRS SHALL F ISURE THAT THE LOAD FACTORS SPECIFED IN THE
DA GLRFDBRIDGEDESIGNSPECIFIGTIO`JS,SECTIDEJ12.12AREASEFOR:NLU':GWRAITH
DEAD LOADS AND O 1UPACTURATION LIVE LOADS, BASED ENTHE AASHTO DESIGN TRUCK \'.TIH
CONSIDERATION FOR IMPACT AND lAtLRPLE VEHICLE PRESENCE.
6. OILY CHNIDERB THAT ARE APPROVED BY THE ENGONEER WILL BE ALLOWED. THE CONTRACTOR
SHALL SUBMIT (3 SETS) BE THE FOLLOWPTG TO THE ENGINEER FOR AFPROVAL BEFORE
DELNERINGC BERS TO THE PROJECT SITE
a. ASJROCTURALEVALUATIO•l BYA REGISTERED STRUCTURAL EGIYEERTHAT
DENIONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHIO LRFD BRIDGE
DESIGN SPECIFICATIONS, SECTION 12,12 ARE DET THE 54YEAR CREEP MODULUS
DATA SPECIFED IN ASTTA F29 UDST BE USED AS A PART OF THE AA 0
STRUCTURAL EVALUATIO`V TO VERFY LOT —ERN PERFORA CE,
]. CHA IBERS SHALL BE PRODUCED AT AN ISO EXII CERTIFIED P WNUFAC TURING FACILITY.
8, ALL DESIGN SPECIFICATIONS FOR CHAUBERS CHALL BE IN ACCORDANCE 4!ATH THE
I,+ANUFACTURERS LATEST DESIGN I IANUA
9. THE MSTALLATIO"NOFCHkIBERSSHALLBEINACCORDAJCEttTTHTHE I!AJUFACTURERSLATEST
INS-1-ATIPI INSTRUCTIONS
ADS,
NON -WOVEN
GEOTEXTILE(OR
EWAL)ALL
ABOUND
GIfAIIS-$ SHALL BE DESIGNED III
ACCORDANCE 1'rtP+AST➢A F2]B]
'STANDARD PRACTICE FOR STRUCTURAL
DESfGD OF THERT.!OPIASTIC CORRUGATED
STOW,T—,N COLLECNON
CHAMBERS'.
MIXTURES,o FINES_ COMPACT IN R[152 mml LIFTS
TO SS% STANDARD PROCTOR DENS— SEETHE
TABLE OF ACCEPTABLE FILL —EARLS
RUN'NO BE
DEEETHT.TBY
DESIGN ENGINEER
6' (152 mmj M1!IN.
SC-]40 END CAP LE
DEEKJNENGINEER RBLEFOR 6I162 rrml MlN F—[I255 mm) 12'1205 rrmlf.+0l.
ENSURING THE REQUIREDO—E. BE SOL$
CAPACITY sa Of su9GRADE ns
THE INSTALLED CHAABER SYSTEIA SHALL PROVIDE THE LOAD FACTORS SPECIFIED 04 THE AAEHTO LRFD BRIDGE DESIGN
SPECIFICATIONS SECTION 12,12 FOR EARTH AND LIVE LOADS \'JITH CONSIDERATION FOR IV.PACT AND EfULNPLE VEHICLE PRESENCE
-
STOW 7ECH 5C-740 UXAL CROSS SCTW
N.T.S.
ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 AND SC-310 CHAMBER SYSTEMS
UATERIALLOCATION
DESIFETCH
A45HT0IU3
DESIGNATION,
COAIPACTIOTJ9ENSITY RECOPP!ENT
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NOTES
1. VETR IAUST BE CGNEJECTED THROUGH KNOCK -OUT
LOCATED AT CENTER OF CHAMSER
2. VENT I.IAY ALSO BE CONNECTED AS PERFORATED
PPE THROUGH STWE.
S ALL SCHEDULE 40 FIITNGS TO BE SWVEIR
CEfAEINTED.
4' (100 mml SCHED d0 PVC
q' [N(e Lmj sa+ED 40 we
GRA C1_kR I—L GRACED SOn J d' [IM mmj SCHED 30 wC COUFLRJG
AGGREGATE HIl0URRE
B' 4'11C0 mmj SCHED 40 wC
[203
GC ]4 CHAU.ER
USN ' CORE d. s' N 14 mml a HOLE IN
�+I �` CHNIBER (4b'HOLE BA!'J REOD)
I♦k} !./ E
NA29mm 51
CLEAN CRUSHEDARGUIM 7 +Y jji pp 633 3 1 I
STONE
�
AD5 691 EJOT:-4YOVEN GE R EcU L) //%CONNECTIONDETPJL
vr>
(OR EOVA
SI M 7ECT SC-740 VENT OE142
N. TS.
I-8OO424 5555 G
!'.1(;HII I'IAIi;It Illy
APPROVED FOR CONSTRUCTION
ST—NECH END CAP CITY OF EDMONDS
2LAYERS OFADS3PSTVJOVFNGEOTEX RB(OREQUAL)
BEJAEEN FOUNDATION STONE AND C—IRER9
$G]4B: 11' 11.T rn1 MAE STRIP
SGJIO: 4'L' 11 2 mI WroG STRIP
lSCAATCf4 ROW OETA4 CITY ENGEERING D111510N