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Home My WebLink AboutR-381611-------- Approved By: Date: G. 7. Approved By: Date: BASIN FP.41& k'40 VANED GRAIE -T, ;inilt �4p* x3ow. rr+ PIPE ALLOWANCES HANDI-11C)L D Approved By: Date: 16, SID 6, RECr ANGULAR ADA.ISTIVIENT SFCTIC),N PIPE MATERIAL IETER FRAME AND VANED GRATE DAM OR CIR CLA-AR ADJUSTMEN T sir TP-�N GROUT TYP1CAL( SEE N07Et,, Approved By: Date: L171- 4F C Z IT** 5 �D, I ?I_ "A Z LA T S -AS TOP it T lt� J- J 4- F SSF < a LL W 6(f A- -`tJl T. A 4' 2!' W "lick. MORTAR fTYP.; F 1 NAI PRO '� A. Motai and Concrete Pipe - SVOr or nwxw" . HX A3r &I NEENAH LOCKING FRAME FIR FIDE & GRATE CAT. -04F v", aAR Hz,-)OF F;-fR i- kFif I-T NOW- .............. .. Vlexlnle Pipe NICTES: T�NO *3 BAR HC Way, MIAX 14FJr7-4-7 J[ 7 'o -0 -0. Provide SuPp4Lx1,jtWef bauelS, I > W, r ?t v%X) 2. Hit-to ;an: rider ha .;nches. RECTANGULAR ADJUSTMENT SECTION 3 Cornoact oedcIng raterial to 95't max, density ale ly j I ise rr.l,-i, % -LJ@ 18" O.C. over plr*. riand tarn-C) only, -b" In sanitar-Y 4, See 'FxcdvatIor- and Prer-waflon of T� w-y- #5 30 T 'AP"NA -1-:-ET - rr,- NAORTAR F !iewers 5ection of :r,e sLanda-d WSL Y spec hr I -al 'wench wk." W and -renchiric Pic on-. for 0 Y PVT zotC 4ET_1t*1#G X NOTES L 7 #5 LONG. -y r- i op*>r1-.,, P4- pipe totie will he Irie aclual Ire- wldfh� P F ........ .... -(-�-pl4blc altemtid ilic, r-ebor --how�-, If.,, the. PRECAST BASE The tr-InI-rur-i co-c,eie ovIdth st*wl De I.0 *F*. 46- As a(-�, pul"Mm af ceo a 5. TrenC.p. baCkflN Sp�& c(yoforrtl to "BaCijlill' . , - - '% O rt:, - -,., , -,- - 11 % i TION. fibers fpld accordinc or-k1111 , I - e sewef I BASE COURSE SEPARATE BASoF 'Cjndalw�-, v�or SEC _4 to ffie SiL Spwificati)i I IINTEGRA� tRASE rer�ches" Ir �tv !jarll�ay sewers secloti Le, U-w-- -i rr1Inlm[jvn arr;a r-,�i sqti,:jr(,,k llnc�b+-Lis per fr�,,*t shaj CAST-Ot-PLACE PRECAST RISER 6" COMPACTED TRENCH be L]SeC WM7 ti',e, 111111,11rTiurr: required nebarshow�i In tht� ALTERNATIVE 'NSD0T!'APVWA stanoa-d sDecllcations. except that -ocks or lu!Tios larger than 11' per foot of pipe PRECAST BASE SEC'"ON. Wire mesh shall not L I In t�i ON PlIp* - &Mh InstallIation used In tt* bacAlll -naterial. TRENCH IWERTS AND SLOPE PER PLAN E,� 1-- C` R NE I- 6. See "Seddim; MaterIal for 571exible IPIpa'Ira9qrcar1cs 4P. -10 -- - - -- - -10- -4 )11- 5ectiv, Uf WS['110T.�APIAA standard sLm0f1cWIon5 211". Knfxkoui, f- the 1 '41 if,- K� have a wal VikKness of 2" ini urn to 2. 1 nuin• ProviLle a �.5" SEPARATE BASE PRECAST W 0 Z W CATCH BASIN DIMENSIOUS CATCH PIPf NIATF-PJA:. WITH MAXIMOM INSIDE DlAPv1F7FR BASIN I Pipe MINIMUM BASE REINC-ORC ING SIEE- BASN WA-LL BASE KNOCKOUT C48TANCE V�0% 114 EACO ARE f 1 ION UAW TIER TWKNESS THICKNE SIZE E'roVEEN a - 7----1 d '1NTFGF?At. {diameter} 102" to 180 "8 " 54' INUCKOU, IS pSf..:PARATF- BA F EL%5 4 8- 4' 60 pipe - arch 54, ca Z 0.i4 14 M Z 8 . ... .. . ...... t 0.24 84� 6' 6 0 - 54- J6' go-, 60' 7 2, 43ko, t 1w 84* span .,'3 12, h4' 12, all ; -, of The f- nilt-IIII-nom gap hetw�oen the krux.knotwc -ind thy; ouIAJe pip,,. J Ipe NICT3ES: Afte!, tfif lriiAed� fill the gap With mortar In acc -rdamlf�' q. yy �pe 01�2,e ccimpactlo,,- 11mits stnown �ori IhIs plap we for qlpc E A( 14 AL 'o.41tirt Sian(jarc -dicaillon �-4, 3. C01nV'1brZ.Ion In ar' erlibankment, '-or p1pe arinsiracilor NTS Irr. -,It�erlv7 Ihe horl,?.ontal llroll-? of II-e Lilt,* oor, Dad 4- nluir depth Irom flie finist rade lu ffie lowe-st pipe, inve-i The waxi, . tune s n a I I z e tn, e wa INS of tt i e t r e n<n,, s h� 2. All stcefl ;4no ali-k-i-InIT-f- PIP-0 and shall hf; Trench Drain Section lnwallef� If, accx-,i-dance with de,,�,Ign'A, E-A,--H NAY 4. The 1--arle and .grate rr,,�-ist be Installed wlih the tiangc-i! dr�mvr, Corli,-,rele plgpo wlih ! hall tie -771 3acklll material placed In 0.5 loose Iayer% and With di,-sI9,5 A, in 95',,o rvaxIrn.,;m den,,4y. PRECAST BASE SECTION Tt-ie Pfecast Baie Se,,Aor, inay kave a otindt�-d ltocoi and the. walls nr,,av hc- 4iperl it a ratc of i 1�14 or , t)lx)r. 4, plal,-;or wltv, c1roalar Tel-ttxr;ernen� s,, rail b 1� smlled ,,vfth deslqn A, Metro-:1 8 or C compaction (VVSD0-,,APWA', warielaid specIfications,) t:-,. The �-perdngzsfiall be rneasun;-c iit the toc.. Est the precast base s�e-ctlort. i-4 I I e 0 U t S 1 d e d I a "M e f e f a 11 liar . u�,,!.slafe s-parl ut ulpe--arth, dlrnwnwItxi,,i shown a,� H S! 11L -, Q -tt p aC n Q hull "0 4�0 , 1 4: Niumu U alml I lob V "d-- Deer? --eu. D �,,,O, 4lt�n -3 q-,,aylmjm shall oe C. .rnlfll 0Z, equifls NOTE 3 1• No steps are required when height is 4' or less. 2. The batkxn of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate rrum be instated 4th the flange down. The ft3ff* may be cast Into the adpsoTient secIllori. 4. Knockouts shall have a wa@ Olickness of 2* mir4mum to 2-5- ma)*mrrL Provide a 1.5' rrdr*Ttum W between the knockout wal and the outside of the pipe. After the pipe Is Instated. fO the W with joint mortar In accordance *0 Standard SpecOca#on 9-04a PIPE ALLOWANCES r-'ATCH PIPf NIATF-PJA:. WITH MAXIMOM INSIDE DlAPv1F7FR BASIN I Pipe N I I , 130d:D ` CYSSP WALI. PIRCIF11,1F INALL DIAIMIETER , - -- F Al Wiade Iflus Lit' Standard Specification 9-4)4.5�. -71 FAR ; 7,%-iRNFP P, P * -, V PVC circular pipe 12" to 24- conc, LCPE, CMP 30" to 96" 12" diam, ;2 W W Z {diameter} 102" to 180 "8 " 54' 30" 31Y 30' 2 -,r 60 pipe - arch 42' J61 ca Z ,41 AX M Z . ... .. . ...... t 1 4 84� 6 0 - 54- J6' go-, 60' 7 2, 43ko, t 1w 43- to 142- An gram wigs, risers, and castings shah be set in mortar in accordance with T) 1`1i*---- Standard SMcilcation 9-04.3. Q, ;�a"aWd P*uihAemo SLonr Sewer Plpe� 1,Sirl. Spec. ��.05.20J i Stal. spe"c'. 1-0!�. 12( 1 )t SEE NOTE I (ILI) Sk-1. Spec. 9-05. t 2J2)) ALTERNATIVE PRECAST BASE SECTION SM. PLAN 201.00 STD. PLAN 220.00 STD. PLAN 200.00 PUBLIC WORKS CATCH BASIN TYPE 2 P 7 H 1,1C, W OR K PIPE COMPACTION Pt- B1JC WORKS CATCH BASIN TYPE I • DEPARTMENT 1) H-l-'ARPMENT DEPARTMENT DESIGN AND BACKFILL MARCH 2008 -MARCH -2008 MARCH 2008 t I I I City of Renton Std Plan 201.00 City of Renton Std Plan 220.00 City of Renton Std Plan 200.00 Catch Basin Type 2 Pipe Backfil1 Catch Basin Type 1 7 FINISHED GRADE -\ PLASTIC VALVE BOX SET FLUSH W/ FINISHED ® GRAVEL -7777-�-, -777-77 W/ 8" DIA LID LANDSCAPE GRADE WALKWAY �� A � FINISHED GRADE 3 1.4 18" ,/--THREADED CAP ® PAVING 00 NTS 12" Not Used CONIC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45- (1/8) BEND --0- 1/2" 10" 9" 0 2" RAISED 1/8 BEND , 0- 5/8" LETTERS IN LANDSCAPE AREAS 1.48 3/4"0.] 1 - SDCO-STORM DIA PER PLAN SSCO-SANITARY 4" DCO 7 1/8- RAISED J 3-/4 11 1/2- WIDE 10 - 7/8" BORDER 8' 15" PLUG SHALL BE SEALED IN SAME WZ CONCRETE RING _______ -- MANNER AS MAIN NOTE: SEWER JOINTS WYE OR 1/8 BEND 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS NTS Not Used 12 NTS NTS NTS Not Used 9 Not Used 10 Storm Drain Cleanout Details PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: VERTW-k- MVD 19M DAW- PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED HORIZOWAL., W 1983/1991 THE HOTEL AT SOUTHPORT 12/22/2014 DESIGNED: PA CITY OF w - o FIELDS: COUGHLIN PORTERLUNDEEN PERMIT CORRECTIONS #3 BSB 4/3/15 BSB RENTON WASHINGTON " ...... ..... wk -- A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAW R E NTO N PAW 801 SECOND AVENUE SUITE 900 P: 206/343-0460 A Il 10 112TH AVE. NE SUfTE SX, LPL DRAMM NO- BELLEVUE WA 96004 ONE INCH DATU M 36936 SEATTLE, WA 98104 F: 206/343-5691 CHECKED: !42546320*1'10 1 f4213463ZU02 JNP AT FULL SCALE Planning/Building/Public Works Dept. DRAINAGE DETAILS C31 0 SOU T N PO n SECO DEVELOPMENT. INC. IF NOT ONE INCH NO. REVISION BY DATE AP APPROVED: SCALE ACCORDINGLY SHEET: OF: MulvannyG2 rcrr. A x I x 11 1 ly I k, qJ1 " A oak I t;: 1AM I 14Y fW didt9elle,"S 12" thrWqr! 42" L-IA Si.�a!Tb th�oilYf 50", 2'-)" tur diameters of -eatef tha 42" ant span--:, greater t!lan -90-, I Pipe Min. dist Size between barrels YJ Z , - -- F Al Wiade Iflus Lit' Standard Specification 9-4)4.5�. -71 FAR ; 7,%-iRNFP P, Q circular pipe 12" to 24- conc, LCPE, CMP 30" to 96" 12" diam, ;2 Z {diameter} 102" to 180 "8 " pipe - arch 18" to 36" i -2" ca Z M Z 1 4 metal oniy 43- to 142- span .,'3 148" to 199 48- An gram wigs, risers, and castings shah be set in mortar in accordance with T) 1`1i*---- Standard SMcilcation 9-04.3. Q, ;�a"aWd P*uihAemo SLonr Sewer Plpe� 1,Sirl. Spec. ��.05.20J i Stal. spe"c'. 1-0!�. 12( 1 )t SEE NOTE I (ILI) Sk-1. Spec. 9-05. t 2J2)) ALTERNATIVE PRECAST BASE SECTION SM. PLAN 201.00 STD. PLAN 220.00 STD. PLAN 200.00 PUBLIC WORKS CATCH BASIN TYPE 2 P 7 H 1,1C, W OR K PIPE COMPACTION Pt- B1JC WORKS CATCH BASIN TYPE I • DEPARTMENT 1) H-l-'ARPMENT DEPARTMENT DESIGN AND BACKFILL MARCH 2008 -MARCH -2008 MARCH 2008 t I I I City of Renton Std Plan 201.00 City of Renton Std Plan 220.00 City of Renton Std Plan 200.00 Catch Basin Type 2 Pipe Backfil1 Catch Basin Type 1 7 FINISHED GRADE -\ PLASTIC VALVE BOX SET FLUSH W/ FINISHED ® GRAVEL -7777-�-, -777-77 W/ 8" DIA LID LANDSCAPE GRADE WALKWAY �� A � FINISHED GRADE 3 1.4 18" ,/--THREADED CAP ® PAVING 00 NTS 12" Not Used CONIC. CL. 5 (3/4) 2" PEA GRAVEL FILTER FABRIC 8"0 DIP FIBRE JOINT PACKING 45- (1/8) BEND --0- 1/2" 10" 9" 0 2" RAISED 1/8 BEND , 0- 5/8" LETTERS IN LANDSCAPE AREAS 1.48 3/4"0.] 1 - SDCO-STORM DIA PER PLAN SSCO-SANITARY 4" DCO 7 1/8- RAISED J 3-/4 11 1/2- WIDE 10 - 7/8" BORDER 8' 15" PLUG SHALL BE SEALED IN SAME WZ CONCRETE RING _______ -- MANNER AS MAIN NOTE: SEWER JOINTS WYE OR 1/8 BEND 1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS NTS Not Used 12 NTS NTS NTS Not Used 9 Not Used 10 Storm Drain Cleanout Details PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE: VERTW-k- MVD 19M DAW- PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED HORIZOWAL., W 1983/1991 THE HOTEL AT SOUTHPORT 12/22/2014 DESIGNED: PA CITY OF w - o FIELDS: COUGHLIN PORTERLUNDEEN PERMIT CORRECTIONS #3 BSB 4/3/15 BSB RENTON WASHINGTON " ...... ..... wk -- A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DRAW R E NTO N PAW 801 SECOND AVENUE SUITE 900 P: 206/343-0460 A Il 10 112TH AVE. NE SUfTE SX, LPL DRAMM NO- BELLEVUE WA 96004 ONE INCH DATU M 36936 SEATTLE, WA 98104 F: 206/343-5691 CHECKED: !42546320*1'10 1 f4213463ZU02 JNP AT FULL SCALE Planning/Building/Public Works Dept. DRAINAGE DETAILS C31 0 SOU T N PO n SECO DEVELOPMENT. INC. IF NOT ONE INCH NO. REVISION BY DATE AP APPROVED: SCALE ACCORDINGLY SHEET: OF: MulvannyG2 rcrr. A x Z < 7- L• Z Z O M Z 0 Z C ic ca M I x YJ Z Q 0 Z Z C ca Z M Z Z < 7- L• Z Z O M Z 0 Z C ic ca M 7 I x 3r �- OOAW 0 Z 7