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Home My WebLink AboutR-3847134n D C) Y OEIe 3 >01z J21 CL y W T 0 M c FL m 6 n Z 0 Of N WP.EANIt�EP n eM1YJEe PRECAST BASE BECTON PIPE ALLOWRNCES 8 CATCH BASIN 9MEalAR11Nt '�® IBAhWTea tYN algRETriffiEllFFM.NEFpt01PE[?KKJ papprode aaSEnEKGREINGSREt DISTAPKE KNUCKOMIS ax M E a piEGanL OUSE P�UP°I�rlB.lE n' d r 9L axT 1S 1e10.9PEC.9{5A1 O m 6 n Z 0 Of N WP.EANIt�EP n eM1YJEe PRECAST BASE BECTON PIPE ALLOWRNCES PIPE CATCH BASIN 9MEalAR11Nt '�® IBAhWTea tYN algRETriffiEllFFM.NEFpt01PE[?KKJ papprode aaSEnEKGREINGSREt DISTAPKE KNUCKOMIS ax M E a piEGanL OUSE P�UP°I�rlB.lE n' ui ussALrPa r 9L axT 1S 1e10.9PEC.9{5A1 <w M rn 4ar0.e�s�oa.1NIP A19 AJ9 isallEww M, tr maPEaaN.lTHu 4w NOTES 1• ECllpX lbeeSjphcgEaa�ttlNgblM StlMaM 5p9dlsaMe�a Weed el M1GM MI MMMaree2o o1W hownT Me ALTERNATIVE Thal be 11MJ Y1p the MIMMMM fegYHatl rebY shown To Me ALTERNATNE PRECAST SASE EELTION. WIIe mBeM1 apd nd beglamOF tlm MU YnIA 2 TM Xrechul dN Po MI dbe9 krtlyndP. Nnw3wkTaal taddaW NFk I2 minimumt l.5,rednum ProdleaLS' nFb�un9ss hdlwddame WrcXqut welanE tlNW Wd dTM1a glpd. Ana. ue p4d I9laswud, nI me gap ann IMm mmrer n amarcMnra W n SdigaN SpatlBratlun 9Ud:3. 1 The maximum depth Arm Ne Anianad Made In Rgp.2T1 FTJT Nwn andber. k ThNM1ameaM g2lem fbe lastded vAlneebilge tlwn S TIO PoY6e1 Be E n may Nes a MYnMd Fal, alE lad wJk may. Ileslipped 619 rale of 1:24 or alaepar. fi The Appealing mall the meaeumd at the W of the p@apl bass NCLLTr. 7. AN PLAO hear; ONE be MoMd pill After Ne area hes been pNNd. A. Al Create rare and tl6ncavinxIi,]hal be as In lmWr H aroiatan«vbh /LLT FIVE PNBCAST MASE SECTION PU'LT BUG WORKS CATCH BASIN TYPE 1 SEPARATE BASE PREAAST IEmEWLa9AaR NOTES �. Nostepa are nandred amen FegmM4orless. L me lPllmn dne lTManaaL mfdt papn may he Moped ro rElMald manln9. 1 TherttOnguln game entl 8lafa mull palnalded b11M1e Im9e Mwn. ma Marto mey ea b9t mm RN edNNment ax4in . KnoticuM shnl have a pd tlJckneas dM nonan to 25 maMmum P a 1.5' MnLmen gap beMaen Me krockotevdand6»audeder of me pipe. After �p�@N�In al� 3 fltl Ilre gaP vMh Ia11RnpIkrM acart@nsaMm StantlaM. a Were III dame and castings shell he ret At mcnar In acmNence efth &anderl SpPNmdpn B4N.3 PIPE CATCH BASIN DIMMS1ONS Mt4y1 wYl BASF ONrggR THICXNbe micate es tYN algRETriffiEllFFM.NEFpt01PE[?KKJ papprode aaSEnEKGREINGSREt DISTAPKE KNUCKOMIS ax M E a piEGanL OUSE NYtl n' 6" 96'M 9L axT IX9 eN �.� wtp <w M 42' F A19 AJ9 are p . M 8, 4w Ir W ar Ms 0.24 lz er or Q39 OX 9} p. tY 54. NOTES �. Nostepa are nandred amen FegmM4orless. L me lPllmn dne lTManaaL mfdt papn may he Moped ro rElMald manln9. 1 TherttOnguln game entl 8lafa mull palnalded b11M1e Im9e Mwn. ma Marto mey ea b9t mm RN edNNment ax4in . KnoticuM shnl have a pd tlJckneas dM nonan to 25 maMmum P a 1.5' MnLmen gap beMaen Me krockotevdand6»audeder of me pipe. After �p�@N�In al� 3 fltl Ilre gaP vMh Ia11RnpIkrM acart@nsaMm StantlaM. a Were III dame and castings shell he ret At mcnar In acmNence efth &anderl SpPNmdpn B4N.3 GIi6pM WpF/warm aHwlh+Iatl.9me,edAAl ie4de. aN°`.�e°f6m1 BID. PIAN E00.00 SLED. PLAN -801.00 4 PUBUC WORKS CATCH BASIN TYPE 2 MARCH 7008 PEPARTMENT MARCH 2000 STORM DRAINAGE PIPE SICE-0 AT10N3 ALL STORK OWN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLDWNG MATERVLS UNLESS OTHERWISE SPECIFIED IN THE PIANS, ALL PPE JONTS MUST BE GASKETEI WATERIWT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PPE SHALL HAVE A MWWAI COVER AS SPECIFIED AND SHALL BE ADEOWTELY PROTECTED WRING CONSTRUCTION (REFER TO THE MWUFACNRER'S RECWMENDI\TIONS FOR MINIMUM COYER FOR HEAVY EQUIPMENT LOADINGS). A DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SMALL BE CUSS 52 AND 16 -INCH THROUGH 24 -INCH DIAMETER RPE SMALL BE CLASS SG ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (ANNA C-51). ALL JOINTS SHN.L BE PUSH -M. MINIMUM OR FLANGED (6-I11CH MINIMUM COYER). B. CONCRETE - 4 NCH THROUGH IB INCH DIAMETER RPE SHAL BE NW-FEWFORCED. BELL AND SPIGGT WIN RUBBER GWCET JONTS. CONFORMM TO ASTM C-4 (LIASS 11). 21 AN THROUGH 36 INCH OMMETER RPE SHALL BE REINFORCED, BELL AND SPRAT WITH RUBBER CASKET JONTS, CONFORMING TO ASTM C-76 (2 FOOT MINMM COVER). C. M- 4 INCH THROUGH 18 RICH DIAMETER PIPE, WITH 24 -INCH i0 38-INLN M COVER SHALL BE RI ACCORDANCE WIN ASN 030J1 SON 21 4 -INN THROUGH 18 -NCH DO METER PPE, WIN ASTM D3034 SIR 35 SMALL MAW 36 -INCH MINIMUM LOVER. AL JOINTS SMALL BE RUSH -ON WITH RUBBER CASKETS. PVC STORM PIPE REWIRES A.C. DOLLARS (LE.. CATCH BASIN CONNECTION) IR KOR-N-SEAL CONCRETE BOOTS. 0. HELKAL CORRUGATED PIAN ALUMINUM RPE (CMP) - 6 NCH THROUGH 18 RICH DIAJMR RPE SHALL BE 16 GAUGE WIN 2 2/3 INCH X 1/2 INCH CORRUGATXNS. 21 RICH THROUGH 36 INCH DIAMETER PIPE SNAIL BE 14 GAUGE WTH 2 1/3 INCH X 1/2 INCH CORRUGATIONS REFER TO DETAILS N THESE PVNS FOR ANY PRES LARGER THAN 36 INCH DIAMETER. AL AUMRBZED RPE SMALL HAVE ASPHALT TRFAMENT I COATING (2.0 -FOOT MINIMUM COVER). E. HIDUCAI. CORRUGATED STEEL RPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 15 CADGE WITH 2 2/3 RICH X 1/2 INN WRRUGNTIWS, AL STEEL MATERIALS SHALL BE GAYANZED AID ASPHALT TR TIJENT f COATED. REFER TO DETAILS IN THESE PUTS FOR MY PIPES URGER THAN 36 PINES IN DIAMETER (2.0 -FOOT MIN" COYER). F. CORRUGATED PWYETHELENE MEETING THE REQUIREMENTS OU AASHTO M-294, THE S. WMMUM RPE OAJETER SMALL BE B'. MAXRRW PIPE DIAMETER SHALL BE 36. OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONTOURING TO ASIA D 3212, WHICHEVER 6 LESS. JOINTS SHALL BE CUSSIREO AS 'WATER1K,xT'. WATERTIGHT JONTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPRAT AND 94ALL CONFORM TO ASTM D 3212 (108 PSD USRIG ELISTWERIC GASKETS CONFORMING TO AS1M F 477. C.ASKETED JOINTS SHALL W LUBRICATED AS RECO D RPE PIPE ALLONANOEB awnv1cxw12 lMn GTT„ Pa mss'. NYtl �lw eAvl wNliEn . 9L axT °a' l �.� wtp W M• SIDEWALK. DEPENDING ON SIZE OF rr 1'a p . M 51. Ir ■ -1 @ W ■ ee so- u p. 54. aC T GIi6pM WpF/warm aHwlh+Iatl.9me,edAAl ie4de. aN°`.�e°f6m1 BID. PIAN E00.00 SLED. PLAN -801.00 4 PUBUC WORKS CATCH BASIN TYPE 2 MARCH 7008 PEPARTMENT MARCH 2000 STORM DRAINAGE PIPE SICE-0 AT10N3 ALL STORK OWN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLDWNG MATERVLS UNLESS OTHERWISE SPECIFIED IN THE PIANS, ALL PPE JONTS MUST BE GASKETEI WATERIWT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PPE SHALL HAVE A MWWAI COVER AS SPECIFIED AND SHALL BE ADEOWTELY PROTECTED WRING CONSTRUCTION (REFER TO THE MWUFACNRER'S RECWMENDI\TIONS FOR MINIMUM COYER FOR HEAVY EQUIPMENT LOADINGS). A DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SMALL BE CUSS 52 AND 16 -INCH THROUGH 24 -INCH DIAMETER RPE SMALL BE CLASS SG ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (ANNA C-51). ALL JOINTS SHN.L BE PUSH -M. MINIMUM OR FLANGED (6-I11CH MINIMUM COYER). B. CONCRETE - 4 NCH THROUGH IB INCH DIAMETER RPE SHAL BE NW-FEWFORCED. BELL AND SPIGGT WIN RUBBER GWCET JONTS. CONFORMM TO ASTM C-4 (LIASS 11). 21 AN THROUGH 36 INCH OMMETER RPE SHALL BE REINFORCED, BELL AND SPRAT WITH RUBBER CASKET JONTS, CONFORMING TO ASTM C-76 (2 FOOT MINMM COVER). C. M- 4 INCH THROUGH 18 RICH DIAMETER PIPE, WITH 24 -INCH i0 38-INLN M COVER SHALL BE RI ACCORDANCE WIN ASN 030J1 SON 21 4 -INN THROUGH 18 -NCH DO METER PPE, WIN ASTM D3034 SIR 35 SMALL MAW 36 -INCH MINIMUM LOVER. AL JOINTS SMALL BE RUSH -ON WITH RUBBER CASKETS. PVC STORM PIPE REWIRES A.C. DOLLARS (LE.. CATCH BASIN CONNECTION) IR KOR-N-SEAL CONCRETE BOOTS. 0. HELKAL CORRUGATED PIAN ALUMINUM RPE (CMP) - 6 NCH THROUGH 18 RICH DIAJMR RPE SHALL BE 16 GAUGE WIN 2 2/3 INCH X 1/2 INCH CORRUGATXNS. 21 RICH THROUGH 36 INCH DIAMETER PIPE SNAIL BE 14 GAUGE WTH 2 1/3 INCH X 1/2 INCH CORRUGATIONS REFER TO DETAILS N THESE PVNS FOR ANY PRES LARGER THAN 36 INCH DIAMETER. AL AUMRBZED RPE SMALL HAVE ASPHALT TRFAMENT I COATING (2.0 -FOOT MINIMUM COVER). E. HIDUCAI. CORRUGATED STEEL RPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 15 CADGE WITH 2 2/3 RICH X 1/2 INN WRRUGNTIWS, AL STEEL MATERIALS SHALL BE GAYANZED AID ASPHALT TR TIJENT f COATED. REFER TO DETAILS IN THESE PUTS FOR MY PIPES URGER THAN 36 PINES IN DIAMETER (2.0 -FOOT MIN" COYER). F. CORRUGATED PWYETHELENE MEETING THE REQUIREMENTS OU AASHTO M-294, THE S. WMMUM RPE OAJETER SMALL BE B'. MAXRRW PIPE DIAMETER SHALL BE 36. OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONTOURING TO ASIA D 3212, WHICHEVER 6 LESS. JOINTS SHALL BE CUSSIREO AS 'WATER1K,xT'. WATERTIGHT JONTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPRAT AND 94ALL CONFORM TO ASTM D 3212 (108 PSD USRIG ELISTWERIC GASKETS CONFORMING TO AS1M F 477. C.ASKETED JOINTS SHALL W LUBRICATED AS RECO D RPE w4Ta. aT,�w"`bna. wa.. ma"."u n'a.vae ua�wrvi m�a+a°o""an ME a.naevcmmns.marotwwy mmme+e.R.bl nada w. all. awnv1cxw12 lMn 24' Pa mss'. eYmR �lw i dpe-%M meal wax urem e 1r 4]'lo u2' / M• SIDEWALK. DEPENDING ON SIZE OF 1'a p . M evsi lea SIGN AND NUMBER 4)F ■ -1 @ SIGNS ON POST QiYP.) ■ w4Ta. aT,�w"`bna. wa.. ma"."u n'a.vae ua�wrvi m�a+a°o""an ME a.naevcmmns.marotwwy mmme+e.R.bl nada w. all. awnv1cxw12 lMn 24' Pa mss'. eYmR �lw w dpe-%M meal wax urem aa' 1r 4]'lo u2' ONa/9 M• SIDEWALK. DEPENDING ON SIZE OF 'A t lP N p . M lea SIGN AND NUMBER 4)F ■ -1 @ SIGNS ON POST QiYP.) ■ w4Ta. aT,�w"`bna. wa.. ma"."u n'a.vae ua�wrvi m�a+a°o""an ME a.naevcmmns.marotwwy mmme+e.R.bl nada w. all. awnv1cxw12 lMn 24' Pa mss'. eYmR �lw w dpe-%M meal wax urem aa' 1r 4]'lo u2' ONa/9 M• SIDEWALK. DEPENDING ON SIZE OF PW RnNta PIPE COWPA MON WO'PWt.-Hw'00 DHPAR]'NBNF C�lSION AND OACNWLL NpNCXm NOT TO SCALE AS -B LT NOM VERIICAL DATM0 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD RLE PREPARED BY BARGMUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIRED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCFN AW, BEFORE YOU DICT FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRNATE STORM DRAINAGE FACILITIES AND PUBUC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING a 8fl REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) I.lea... Sew O 4"x4" all. C5w a POST o K 48" z TOP OF GROUND iNv2. ml �leTaa w s y D OF,TAIL BECKON O4 zae MfcestEl GTGNBIgaIYKt TCE pu aEcnox UA FINALE ERBA NOTES I. The asymmehy 6f me CamMnalbn hletshaU t a constrained When calwlatlfO rhednEM tlHMMefir Md CaNRbasm See SECTONA. 2. The Mren9ma of flea, .Fraraand HondmeYwrye9MSYamanadR- 4. wawmMnsaeemwrmm 4. �m`n L.w:m��advmxmve R leem4Bw PUBUC WORKS DEPARTMENT I Attach the Hdcl W me Mame vAh Me 314'+ Z hex lend bolts, ndN, and toershet a The vla9ha9 and nava dlam9rers adequate is eawBME waft Mfea r Me aMN, <, When pol4ovm gretb are slNdkdln tlN anrdd, pn9Vlde Md M1J¢s In Me frame Rtel6na aaW.-al y dlgn¢d xM Rre grdfe ald6 Loo TeptaEb Foo Ie pren hadaa r vadMI among smYledieemn mheannud faraEnu,aecr9e. Beer BOLT- DOWN DUAL s s oily tluc6e Ban Vanetl Gml®aFellhe usad. A The pan lelllalW9R N shoreline llafeladon demll9 of a mantas lured produtt N and me IMeniduYs plan io ahpw meepedec details necessary To obABN Me cnefings Mean on mis dAAVN OPEN CURB FACE STD.. PLAN - 703'00 FRAME AND GRATE INSTALLATION DETAIL .MARCH2008. ■ ■ IS POST BEHIND SIDEWALK RIM ELEVATION NOTED PER PIAN 1� NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GREG -55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 72B OR APPROVED EQUAL. SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE C) O 4"x4" " C5w a POST o K 48" z TOP OF GROUND w w c 4 OR TOP. OF'CONC. DC M• SIDEWALK. DEPENDING ON SIZE OF 'A t lP N p . M ■ SIGN AND NUMBER 4)F ■ -1 @ SIGNS ON POST QiYP.) ■ POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE ATg.LEAST 40 FEET PER INCH OF LETTER. HEIGHT: TYPICAL SIGN INSTALLATION DETAIL ADOPTED r GUY OF FtENTON PD PAR M Nxa Beews uRR1ER �' Ba.oa STANDARD PIANS DEPARTMENT LLNLH zc9B e � • LAST DAM ONW2W2 SP PA06 �IZ AS -BUILT ry CITY OF RENTON IKEA PROPERTY KS 420 MAN WOOD ROAD Hq DEPARTMENT OP PUBLIC WMDR CONSHOHOCKEN, PA 19428 �G �V- CONTACT: DWIGHT E. SEATON mP tnZ ROAD AND DRAINAGE NOTES DETAILS CONSTRUCTION MANAGER P. (610) 831-0I80; CELL .W3-849-4623 IKEA REDEVELOPMENT RENTON, WA. ENGINEER: O i CEIMR4� CFB SARGHAUSEN CONSULTING ENGINEERS 4 IELewx CAFE 6/11/2015 FLLEND U15001266 Q 18215 72ND AVENUE SOUTH KENT, �4X WA 98032 T2'VG ENG\NR'4POEtYID JSG gyLE NA FELp SOOK PAGE_'. CONTACT: JAY GRUBB. PE (425)251-6222 awTCi2.8 CPQ R-3847134 N O to 71 It's z imO 7 W U m h. ry CITY OF RENTON IKEA PROPERTY KS 420 MAN WOOD ROAD Hq DEPARTMENT OP PUBLIC WMDR CONSHOHOCKEN, PA 19428 �G �V- CONTACT: DWIGHT E. SEATON mP tnZ ROAD AND DRAINAGE NOTES DETAILS CONSTRUCTION MANAGER P. (610) 831-0I80; CELL .W3-849-4623 IKEA REDEVELOPMENT RENTON, WA. ENGINEER: O i CEIMR4� CFB SARGHAUSEN CONSULTING ENGINEERS 4 IELewx CAFE 6/11/2015 FLLEND U15001266 Q 18215 72ND AVENUE SOUTH KENT, �4X WA 98032 T2'VG ENG\NR'4POEtYID JSG gyLE NA FELp SOOK PAGE_'. CONTACT: JAY GRUBB. PE (425)251-6222 awTCi2.8 CPQ R-3847134 N O to 71 It's z imO 7 W U m