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Home My WebLink AboutR-3701103 of D. a U / Z Z ry wz lCI O O z FT-, W V 1:4 ggqE F 3 M U 3 a H K I N m O O h O O 6 c h m 8 Ai m I � hi U ZS No u O W rc 'o c D: _EXISTING ASPHA 1 PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (air ACP Class B) (SEE NOTE 1), OVER 6•' CRUSHED ROCK 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED i• - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'ME GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL 3 E 4 IT Ns HEW � vw P.1 can natm3 '0112 MEI W R RECTANGULAR ADJUSTMENT SECTION p BMFACH COUER to MIN W.HWP PRECAST MSE SECTION PIPE ALLOWANCES CATCH WIN DYEIER NAnruM PNE MAT I"= OIARlTER K 1z PLANCQVCREIE 9FPI2NtTEalSE ALL YEfN. pIF£ 1S CPS'l 4 (810. SPEC. B0a1q r SauDWAUWC IT (STD. sPEC.aaa12(n> n PRORDEWNLP✓C IV psm$PEC.94)EI2(2)) 0.16 0.19 60' s e• 4e• s W n rY a 6' BO• IT 0.25 024 H• s 12' T2 IT 0J9 029 96, d I2• n IT 030 029 M U 3 a H K I N m O O h O O 6 c h m 8 Ai m I � hi U ZS No u O W rc 'o c D: _EXISTING ASPHA 1 PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (air ACP Class B) (SEE NOTE 1), OVER 6•' CRUSHED ROCK 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED i• - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'ME GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL 3 E 4 IT Ns HEW � vw P.1 can natm3 '0112 MEI W R RECTANGULAR ADJUSTMENT SECTION p BMFACH COUER to MIN W.HWP PRECAST MSE SECTION PIPE ALLOWANCES CATCH WIN DYEIER NAnruM PNE MAT I"= OIARlTER RExrHTtlFn W 1z PLANCQVCREIE 9FPI2NtTEalSE ALL YEfN. pIF£ 1S CPS'l 4 (810. SPEC. B0a1q r SauDWAUWC IT (STD. sPEC.aaa12(n> as PRORDEWNLP✓C IV psm$PEC.94)EI2(2)) 0.16 t WrmuaAlm POLYEIIfTIHE BrORMBEWDt PPE ma'M 1. As aoosplabp alematl9es o the mbaratearm tithe PRECAST SASE SECTION, Mains (placed apandh4g o the Standard Spodkodom),or wine tresh having a minimum area of 0.12 aquae Fdlasper footshal be wed wBI the minimum required re0ershown In the ALTERNATIVE PRECAST BASE SECTION. Who mash shall flat W ptaoTd In His knodmue. 2. ThelmoPXautdemaerMAnotbe9re r8 n20'. Knockoul el haves Well thiclawas of 2• mMYnum to 2S medlnum. Pmddea W minimum gap between Me knockout wind and Me outside ufthe pipe. Altar the pipe to Inseled, M the gap width pint mortar In aoamance with Standard Specification 9.043. 3. Thar mexanum depth train Me finished grads o the owned pipe Inver shag bar 5. 4. The fame and grate must be hSWW With Me Hemp dawn. 5. The Pretest Base Section may have a mended Soar, and the waft hey ba sloped ate rata of 1:24 or shrepar. 6. The opening shag be measured at ft tOp of Me precast base section. 7. Al plump holes shad be glouled fill after the basin has been placed. 8. AN grade rings and coatings stied be set In marine N Mo dance with Standard Specification 904.3. BEE NOIEt ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 'I DEPARTMENT CASTaN-PIACE PP£CA9TWNHMSER ro•wD r= 1 rte oz Fez mon`ia`O0. SEPARATE BASE PRECASIT reNETAL2o4.601 CATCH BASIN DIMENSIONS CATCH WIN DYEIER THICKNESS Q HIEJ= MUM SEE N SEttMHEN EVER. . N EHORELTI 0H 9FPI2NtTEalSE 90L WNL VG® i6' 4• F %• r 023 0.16 64• as e• az C 0.16 0.19 60' s e• 4e• s as o26 rY a 6' BO• IT 0.25 024 H• s 12' T2 IT 0J9 029 96, d I2• a{• IT 030 029 NOTES I. No Steps are required when height Is 4' wess. 2. The bottom of the precast catch basin may be aspect to facilitate cleaning. S. The rectangular frame and grate must be installed EAM the flange down. The frame may be cast Into Me adjustment section. 4. Knockouts shall have R wall thidness of 2" minimum to 2S medmum. Provide e 1.S• minimum gap between the knockoutwad and Me outside of the pipe. After the pipe Is Inslaled, fill the gap with joint mwler in accomence TAN Standard Specification 9-043. a All glide rings risers eta cas8n s shall be set in mortar In accordance with PIPE ALLOWANCES CATCH HPEIMTERIA1WmIM UMI DMMEfER INSIDE WIN DVNRl91 CONCRETE ALL MEfK CP49P 90L WNL VG® pm WALL PVa I 4a• x4' w• 24• 2r aP 0• 30' 9s 30' ?T 3e' 60, 36• 47 3s sin• {2 rS 'IT 54• iT 3s W H• 51' W 54• ids 4s• 9s W' Tl' 60• 3s W g 0 Gmg9M4 PtlpaPvwsbmSe.s PlpslBN3¢945201 Stamford SPecNcetion 8-04.3. IRd spo<aa5,1'4f)) p 13Y.SP40.94 L12Sfl 4OPUBLIC WORKS CATCH BASIN TYPE 2 PLAN - 201.00 ♦ DEPARTMENT MARCH 2008 STD. PLAN - 200.00 MARCH 2008 RENTON AHEAD OF THE CURVE q� DRAIN PLAN VIEW • I S air l a. RIT OR HEIGHT TWOb&W HOOPS FORIr HEIGHT RECTANGULAR ADJUSTMENT SECTION n..,.. REDUCING SECTION seat EM.N WRIER paAR EN ME PRECAST BASE SECTION PUBLIC WORKS DEPARTMENT eaTxaFS -s RCS Eo4uursvxm�N• MNR OX 261ne• INamll out aC aac.:::r re 12D feralusl a 1"M ad 1 Ilea wta4m)DL9 Rrmmi NEMPH�Na cASIaT 1 --{ a II6awA sin• ass Owa OPEN I+e1..1 P-1 a Mtr an Ira 941AI IBBrmN PIPE ALLOWANCES MINSIDE PIP6 MATERML INSIDE DIAMeTm REINFORCED OR is- CONCRETE ALL ALL METAL PIPE 21' C- 8. (STD. SPEC. 00620) sauavv l we 21. .. (STD. SPEC. 906.1$1)1 %tOFIIE W=.IC 21. (sro. sPEC.eas.tz(211 .w ..0 aeu FvsveFHY xt STOPMSEWERPIPE NOTES I . As acceptable alternatives to the racer shown In file PRECAST BASE SECTION, Merl (placed assuming to the Standard Specifications), or wire mash having a minimum aura of 8.12 square Inches per foot shall be used wM the minimum requhed rebar shown M fie ALTERNATIVE PRECAST BASE SECTION. We mash shall not be placed In the knockouts. 2. The knockout diameter shall not be greater Nan 28•. Knockouts shall have a wag thokness of 2° mMbnum w 26" maximum. Provide a 1.5• minimum gap between Me knockcutwall and Me outside site pipe, AMrMe pipe is installed, in the gap wM)olnt mortar In accordance with Standard Spedlltatlon 904.3. 3. The madman depth from the flnlshed grade to the lowest plea Invert Shell be T. 4. The frame and grata must be insalad with the flange down. 5. The present Base Section may have a rounded floc, and Me walls may be sloped at a rate of 1:24 orseeper. 6. The opening shall be measured at the top of the precast base section. 7. Ali plump holes shall be grouted full after Me basin has been placed. 8. Al Chun rigs and wstinga shag be set in mortar In accordance with Standard Specification 9-04.3. sin taut H00P -` P3 eARFAW GOHNFA� SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 'IL STD. PLAN - 200.10 MARCH 2008 COVER BOTTOM VIEW (s)eLreW. WLFR IEAq EON BOLTING DETAIL 11C r11x0 del 1 Rrmml 2 DafN 1a• OaW+ml GASKET GROOVE DETAIL NorEs ALLGOA185WaLaE LOfNNG oaAPPao•/m EaLW. STD. PLAN - 204.60 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT MARCH 2008 R- 310110 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: G J cw Atl:l `. y Q y @ a T1�L ASSOCIATES 12112115th Ave. NE Kirland, WA 98034E923 425.821.8448 425.821.Mfhl fax 800.488.0756 toll free wwwAnadessoaates.net J J � ` Ie. \ w _+ V \ ~ W W O � 4 1V W � O UJ as 71 w WA V 0 U n n A Z GREGORY T. Affil PLS PRN= 11ANAGBR NARK S NA/SSSOV. FES PROM SURMOR ITN! G FLWI( PE PBW= M13010 11 CAYAW /F/N RLA PSOIHLT 1ANDSM MC)Q1'M M f SOBINRAL DATR:10 /15/12 SCAUE a=&. TIM: �rN ?a1n sw NOT van BNIM SIGN® AND DHO JOB N0. 09 -029 ND• C3.4 DP 15