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HomeMy WebLinkAboutR-365739FJA C E F G H J 1 1 2 N- 20 10 0 20 SCALE 1 20 ON-SITE 3 1 4 D CB/10 5 1 6 7 A PORTION OF SW 14, NW 14 SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON mC CB 3 [ 762FEE] LJ 51. a N_ ryDES mml ROW t DEfaL 10 10 ® © 10 ® 10 © ® m © ® 11 10 O © t7 El © PP ON-SITE 1 15.31 1 15.81 1 18.31 1 19.31 1 19.81 1 23.00 20.50 18.31 15.81 1681 15.81 12" 1 15.81 1 16.81 1 15.81 1 12" 1 1581 1 W 15.31 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH SC -740 CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL 2. THE INSTALLATION OF STORMTECH SC -740 CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLTION. CALL 1-888.592-2694 OR VISIT W W W.STORMTECHOCOM TO RECIEVE A COPY OF THE LATEST STORMTECH INSTALLTION INSTRUCTIONS 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO _RFD BRIDGE DESIGN SPECIFICATIONS user. DTE aeow 0f PASH10 EDUCING I WOVFNGE01FX11F IWUTOR^ROW 00LLAM E°.nae exAMeFV NiFT rrovsti rmomrswoxwm ° NO w,E.wxe.E,EoxwowvrtmHOa.ra+P.nO arc¢ eMe• wwweowPuumsIImR,v ALL tt+wcn,ee 2 AY nnmrcomaE .rem ^* Ie orlc[[u5,0ia F T[ c[u[vrto 1 I [[ s[wxmo I061m 530 FLUM, u1 CHAMBERS - B5m UNDERGROUND STORMTECH FACILITY ASL3U1[_T M07F; REMOVAgL'F UpToRIdEO FU30WS OCRO =NbTppp OF Wiu12 '115106 Got TYNE z C-13 . D PART# 854 [I EnEnjINSTPIIED OF l TER , I SC740EPEWT 6' 150 mm OVERLAP NEXT CHAMBER HERE 18.50' 470 mm AYA_ a„yxy.re. _ 090T12SO4mmIACTUNI SC740EPEMB ROVER SMALL CORRUGATION) 10.90' 77 mm N/A 0.50' 13 mm BL%DROWIN 8' 200 mml THIS DIRECTION NOMINAL CHAMBER SPECIFICATIONS N/A SIZE (W x H x INSTALLED LENGTH) 51.0'x30.0% 85.4'[1295 mm x 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 DO] 1163"[15 mm MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET (2.12 m'1 13.40' 1340 mm WEIGHT 75166. [33.6 kg] STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH '6' STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH T PART# STUB A B C SC740EPEWT 6' 150 mm 10.90' 77 mm 18.50' 470 mm N/A SC740EPEMB 6' 150 mm 10.90' 77 mm N/A 0.50' 13 mm SC740EPEWT 8' 200 mml 12.20' J310 mm 16.50' 419 mm N/A SC740EPEMB 8' 200 mml 12.20' J310 mnR N/A 1163"[15 mm SC740EPEIOT 10' 250 mm 13.40' 1340 mm 14.50' 368 mm N/A SC740EPEIOB 10' 250 ORMI 13.40' 340 mm N/A 0.70' 18 mm SC740EPE12T 12' 309 mm 14.70' 1373 mrinj 12.50' 318 mm N/A SC740EPE12B 12' 300mm 14.70"(373 TETI N/A 1.20' 30 mm SC740EPE15T 15' 1375 mm 18.40'1467.ml 9.00' 1229 rnmI N/A SC740EPE156 15' 375 mm 18.40-1467 mm N/A 1.30' 33 IN SC740EPE18T 18' 450 mm 19.70' 15M mm 5.00' [127 mm N/A C740EPEI88 18' 450 mm IQ; 500 mm N/A 1.60' [41 mm 74= 4 EPE248 24_,M mm] 1 .5 ' [47 mm] NIA 1 ' 3 mm] ALL STUBS, EXCEPT FOR THE SC740EPE24SARG FLACEUATBOTTOM A A-] OF END COP SUCH THATTHE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAR. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT tE84B92-DS94. FORTH ESC740EPE24B THE 24' 1EW mmI MB LIES BELOW TIE BOITOM OF THE END CAPAPPROXIMATELY 175- [N4 mnI, BACKFILL B MATERIAL SHOULD BE REMOVED FROM BELOWTHEN-12 STUB 50 C < THAT THE FITTNG SITS LEVEL. ENE.. CIPSOiRGAEFREEIIANTO°CpiO niYFRm`FRaIF v xleTNrca DERCI A cw000sm.pAG.R SCALE: MTS 11 12 ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS M4TER UL LOUTgN DESCRIPTION AASITM03 COMPACTONCENSIY'REOUREMFNT REVIEWED: JUG DESIGNATION' ED AIMI OFFER 11FRIFURANE AER ExFA,xEn.m°ER OOF rya I N NAA. xEFF J xxWFx°FO,FAnM o uxemex,[ YER W DO r 011 ONNEFFE RO LL Q ee rTFOIAIIR M, 1 111 e°nuevor r x,[u[y[[wr e a.",.. NA I coxrnmroxxmnuo ro,ru.IR....E. x ..,.x x.e ,,.. F ui HINTORRA[mnwwen vy e,u+ANw OrNm[[Op, NrtWO maa°ex[m 1. NEFTE S,pxFxOu n S,A,F. Cvw.CINY,[o u.Guuaxp OWrS F[:Gnpv.OaW punov wTEwlsx„Exw¢ompeouoACTeO ny CVEa6x ARE MET FOR n u1[r,eUENOx Rs TnCOVPA.TOR SGT40 CHANGER CHAMBERS SHALL MEET ASTM F 261SO3 STANDARD SPECIFIUTCN FOR LYPROPYLENE IP P) CORRUGATED WALL STORMWATER COLLECTOR CHAMBERS'. S/P -Y P. mm -51 ma) CLEAR,CRUSHED, ANGUTARSTONE AASRTO BUSS CLASS 2 CATCH UFFEENE Sui90 Bvm OFB bx ExGWEER THEIN STALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED FOEOINTHESHTOLRBRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOAOC, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, a35% FINES. COMPACT IN 6' LIFTS TO 95% PROCTOR DENSITY . SEE THE TABLE OF ACCEPTABLE FILL MATERIALS fi'1152 mmI R RLFNSORNiUE4FOCATIS 2UNpq S E:HBa0REODU.B ENFOpsT DCxAE s1510II!^w051Ra ry52 mml 18' 96' MIN. 14.mI 124ml18 INMAX 1305 mmI MIN. pax Approved by: Date: 5 ED REVIEWED: JUG Date Plotted: 4/18/2013 12:13:43 PM Filename: X:\PROJECTS\CINL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770603-606 By: -- ED AIMI OFFER 11FRIFURANE AER ExFA,xEn.m°ER OOF rya I N NAA. EU J xxWFx°FO,FAnM A`uN° NwO EE uE PF LEDERIANANORux Part u FREE oxro[RPE G4LGIY1 CITY 9F RENTON by: Date: Z /3 by: ' /Ua 41 Date:, by: Date: 13 R-365139 14 15 Know whars below Call before you dig. RG0' mUm N 300 U V0 F Approved by: Date: 5 ED REVIEWED: JUG Date Plotted: 4/18/2013 12:13:43 PM Filename: X:\PROJECTS\CINL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770603-606 By: -- ED BORANO. ORm 14 15 Know whars below Call before you dig. RG0' mUm N 300 U V0 F 0 SEDOF U) DESIGNED: 5 ED REVIEWED: JUG w ED BORANO. ORm CAI FILE: W OOF rya I N mhJ: C EU J J o hC W DO r 011 V RO LL Q M, 1 111 N ONr 0 SEDOF DRAWN: U) DESIGNED: K,CUFR REVIEWED: JUG w 10.05.12 BORANO. 1167T CAI FILE: W OOF rya T mhJ: C J o hC Q W DO r 011l=1 N 1 Q 111 O Q ui Lu U) ZZ a 00 3 gr ZV m 00 m U U) y^/ I=- O zOO a Q VJ Q 0 Z of DRAWN: JMLUFR DESIGNED: K,CUFR REVIEWED: JUG DATE 10.05.12 BORANO. 1167T CAI FILE: 116770540 SHEETTIFLE STORM DRAINAGE DETAILS BCRA EE-IONAk.-REFFITIMPROARIER SHEET C6.05 PERMIT SET t t N z lyJO jy0 zNOOF rya T mhJ: C o hC DO r 011l=1 N 1