The URL can be used to link to this page

Home My WebLink AboutR-385609Q ON CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) , X <I HANDHOLD < X z RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION 10 ........... GROUIT, TYPICAL (SEE NOTE 5) Z I . W - FLAT SLAB TOP .0 48'. 64', 60', 72'. WOR 96'_ MORTAR (TYP.) STEPS OR LADDER OMSK c oT MORTAR FILLET REINFORCING STEEL (TYP.) C,4: G WE 1. SAC,;1 -1. FOR PIPE- ZONE BEDDING MMM9 SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER "0^ RING T, GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST NOT" 1. No steps are required when height is 4 o less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed vil the flange down. The frame may be cast into the adiustrrierlit section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All d i i d t h II b t i t In dance ith PIPE CATCH BASIN DIMENSIONS CATCH CATCH BASIN MAXIMUM i MINIMUM I BASE REINFORCING STEEL BASIN WALL BASE :KNOCKOUT; DISTANCE iri IN EACH DIRECTION DIAMETER THICKNESS THICKNESS SIZE BETWEEN KNOCKOUTS 'SEPARATE BASF I INTEGRAL BASE ... 48" ................ ........................................... 4 ....................... 6" 36' .......... 4 8. .......... 0.23 0.15 54- 4.5" 81 421 t 0.19 0.19 60" 5" 8. 48' 8. t 0.25 0.25 7-2- 6" 8. i 12' 0.35 0.24 114' 8* 12' 72* 12" z 0.39 0.29 96 8* 12" 54" 12' -------------------- 0.39 ----------- -- - ---------- 029 NOT" 1. No steps are required when height is 4 o less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed vil the flange down. The frame may be cast into the adiustrrierlit section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All d i i d t h II b t i t In dance ith - gra e rings, risers, an cas Ings s a s 6 Corrugated Polyelirtylene Seam Sewer Pipe (Std. Spec. 9-0520) Standard Specification 9-04-3. C�) (Std. Spec. 9-05.12(1)) (Std. Spec. "5.12(2)) STD. PLAN 201 .00 + PUBLIC' WORKS CATCH SAWN TYPE 2 DEPARTMENT MARCH 2008 + 01� .............. 112- [13MMI LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 2:3 1:16" (586mm) DIA B.C. 0 all, RENTON AHEAD OF THE CURVE waft 7ft D R ,TN (1) 1' (25mri) DIA PICKHOLE 0 I IW[32mml LETTERING PLAIN VNW 25" DIA. - ---------------------- 1635airril 125mm] 3/4' 8 3 2 1/2' .4" . ......... (222mm) 164mm) TYP COW= 915CTWN VIEW 261/2"DIA (673mm) 25 V4" DIA F_ (27mni) 1/4'(6mm) DIA NEOPRENE GASKET I 6. LI 152mml 518" 23 3r8" DIA CIL OPEN (16mm) 494mml 27 5/16' DIA (694mm) 341: :8* DIA - ------ [867mm) VIEW (3) OLT SOC. (ALLEN HEAD) -11 x 1.5 SS WASHER EON BOLT"" IWTAIL 1 1/16" !27rnmI 141' (R3mirril GASKET 6411100W NOTML NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAIN IRON WORKS INC. No. 3717CI OR APPROVED EQUAL. SM. PIM W4.50 STORl ROUND FRAME AND COVER PUBLIC' WORKS + I DEPARTMENT MARCH 2008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE- a BY: DATE: B DATE- j BY: DATE: CLEAN "FACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT, rHE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION, FRAME AND VAUM MATE BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE Vli APWA STANDARD SPECIFICATION 7.05.3. 2� SHIMS SHALL NOT BE USED TO SETFRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONT INUOILIS 1. AYE: R (.')I:: MORTAR SHAI. L BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMEN IT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR /12' BOND, S. ADJU ST MEN I <A: GTI ON '.-*;H At. L 11 E GR 0011 D till ER T I'1*0 'I'HE (30`11 OM AREA OF T HE ADJ LIST ME NT SEG I ION WI I H NON SM R INK G R Ot.) I I;i. (3ROtJIIN(�Ol--fWEENAI),JtJSIMEN'FsEc,rk3NSHAA.I..BUWA[1:.I1I*1(;l•1-1, 7. T!, 3 FOR 6)RO( J T IS TO BE NON -SHRINKTYPE GROUT MEETING THE REQUIRE ME IN _'� 01" AS I M 157 PER APWA 8'1 ANDARD SPLCIFICA FION 9- 20,, MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVF STRFN(,)TI I SHAIJ. RF 4,000 PS1 AT 7 DAY PFR APWA STANDARI-..1 ' SMEGIFICA110N 920,3 `K /1-IFTING HOLFS ARFTO [IF <3RO0TFDWATFR TIC11.11'. 8. PIG PUBLIC WORKS CATCH BASIN INSTALLATION L STD. PLAN 202,00 DEPARTMENT MARCH 2008 #6 BARS 7- SPACING 20" x 24" PIPE ALLOWANCES W (see note 4) CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN diam. 12 ALL < 6' OR 12' PROFILE ............ CONCRETEI CPSSP WALL i WALL, iDIAMETER t METAL Pvc PVC's' 48" 24" 30- 24' 2r 30" ............... ....... .. . .................... ....... . ...... ................... .............. . .. t 2 112" MAX. 36 30- t 27• 36" 60, 36- ... 4T i ....... 36' ------- - -------------- 42* 72" 42" 54- 42- 36^ 48* ................ 84" .............. 54" ........................................... W 54" 36 ........... 418' 96 2" (TYP.) 7r W" W 48* - gra e rings, risers, an cas Ings s a s 6 Corrugated Polyelirtylene Seam Sewer Pipe (Std. Spec. 9-0520) Standard Specification 9-04-3. C�) (Std. Spec. 9-05.12(1)) (Std. Spec. "5.12(2)) STD. PLAN 201 .00 + PUBLIC' WORKS CATCH SAWN TYPE 2 DEPARTMENT MARCH 2008 + 01� .............. 112- [13MMI LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 2:3 1:16" (586mm) DIA B.C. 0 all, RENTON AHEAD OF THE CURVE waft 7ft D R ,TN (1) 1' (25mri) DIA PICKHOLE 0 I IW[32mml LETTERING PLAIN VNW 25" DIA. - ---------------------- 1635airril 125mm] 3/4' 8 3 2 1/2' .4" . ......... (222mm) 164mm) TYP COW= 915CTWN VIEW 261/2"DIA (673mm) 25 V4" DIA F_ (27mni) 1/4'(6mm) DIA NEOPRENE GASKET I 6. LI 152mml 518" 23 3r8" DIA CIL OPEN (16mm) 494mml 27 5/16' DIA (694mm) 341: :8* DIA - ------ [867mm) VIEW (3) OLT SOC. (ALLEN HEAD) -11 x 1.5 SS WASHER EON BOLT"" IWTAIL 1 1/16" !27rnmI 141' (R3mirril GASKET 6411100W NOTML NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAIN IRON WORKS INC. No. 3717CI OR APPROVED EQUAL. SM. PIM W4.50 STORl ROUND FRAME AND COVER PUBLIC' WORKS + I DEPARTMENT MARCH 2008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE- a BY: DATE: B DATE- j BY: DATE: CLEAN "FACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT, rHE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION, FRAME AND VAUM MATE BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE Vli APWA STANDARD SPECIFICATION 7.05.3. 2� SHIMS SHALL NOT BE USED TO SETFRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONT INUOILIS 1. AYE: R (.')I:: MORTAR SHAI. L BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMEN IT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR /12' BOND, S. ADJU ST MEN I <A: GTI ON '.-*;H At. L 11 E GR 0011 D till ER T I'1*0 'I'HE (30`11 OM AREA OF T HE ADJ LIST ME NT SEG I ION WI I H NON SM R INK G R Ot.) I I;i. (3ROtJIIN(�Ol--fWEENAI),JtJSIMEN'FsEc,rk3NSHAA.I..BUWA[1:.I1I*1(;l•1-1, 7. T!, 3 FOR 6)RO( J T IS TO BE NON -SHRINKTYPE GROUT MEETING THE REQUIRE ME IN _'� 01" AS I M 157 PER APWA 8'1 ANDARD SPLCIFICA FION 9- 20,, MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVF STRFN(,)TI I SHAIJ. RF 4,000 PS1 AT 7 DAY PFR APWA STANDARI-..1 ' SMEGIFICA110N 920,3 `K /1-IFTING HOLFS ARFTO [IF <3RO0TFDWATFR TIC11.11'. 8. PIG PUBLIC WORKS CATCH BASIN INSTALLATION L STD. PLAN 202,00 DEPARTMENT MARCH 2008 #6 BARS 7- SPACING 20" x 24" 34" 24" DIAM., 48" DIAM. W (see note 4) OR 54" DIAM. HOLE of P4* ZW* 2" (TYP.) diam. 12 12t.......... 4 1" MIN. < 6' OR 12' �2112"MAX. ............ W or W FLAT SLAB TOP .. span / 3 for Illex"1111 (we X t Z > #5 BARS 46" SPACING 1 ONE #3 BAR HOOP FOR 6- SONE #3 BAR HOOP 4 TWO #3 BAR HOOPS FOR 12-<"" X , <1 24" DIAM., 48" DIAM - OR 54" DIAM. HOLE 2 TYP:)- TVVICAL ORIMTATfIQN 41"MIN. F111111111111 ACICIIIIIS Ater S'1tMi 2 112" MAX. fourodallion 7r, FLAT SL" TOP minimum area of 0.12 square inches per foot may be used kli /* 24" MIN. for adjustment sections. #4 BARS @ 6 SPACING for pipe bedding --foundations when specified • A = 4' min. 27' I.D. andurWer r 6' mut.. over 2I.D. A. Metal and Concrete Pipe ............................................................................. 20" x 24" OR J pan 4 11 i - 3' max 24" DIAM. HOLE < . ............ . ............. .......... 2" (TYP.) z 48" MIN. ------- 011 1"MIN. 2 1/2' MAX. OCCO1t1Tuw COME SECTION W, 54**, or W FLAT SL" TW 12" MIN. -II - ------------------------- T STEP SM. PI" 204.60 z AL MOCUL DIETAIALS FOR WORKS 1 OUS + ----------- +: PUBLIC Nei Ak MkAA ------- ----------------- DEPARTMENT MARCH 2008 UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 2 REVISKM PER MY KVION COWADITS -AUG.3, 2015 1 W1111111INEWNWOOM PER MY MEW COMMOM -OGT. 14s, 2014 NO. REVISION NOT" This frame is designed to accornmodalle 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 241/4 a 518" - 11 NC x 2* aim head cap screw. Location of bolt down holes varies among diftrent manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional ................................. ........ ............................... ................................ .................. requirements. ................................ ................................................................................................ . ... . . SECTIONr, Yff'_ RECESSED ALLEN HEAD CAP SCRI I 7/8" 1/8" &/8" - 11 NC x 2" 3/4" GRATIF R - --- ....-- 1 5/8. - -- --------- FRA....... 7 777, A. . ................ ............ SWTWN MOLT41IIIIII11li1I SEE NOTE 2 SM. PUN 2".00 PUBLIC WORKS AlIECTANG4,11141i FRAAW + DEPARTMENT . ..... MARCH 2008 34" O.D. limits of pipe W (see note 4) 00 compaction 3- M 3' max.limill of P4* ZW* < r diam. 12 102" to 180" < 6' OR 12' "WMO" 18' to 3W 12" 43* to 142' span / 3 for Illex"1111 (we > W Z > pipe 6) ONE #3 BAR HOOP FOR 6- SONE #3 BAR HOOP 4 TWO #3 BAR HOOPS FOR 12-<"" A C111111CULAR ADJUSTME1iT SECTION FAICTAMS&LAIR AMIJUISTMINNIT SOCT90N O.D. 1.0 As an acceptable alternative to rebar, wire mesh having a fourodallion minimum area of 0.12 square inches per foot may be used kli /* for adjustment sections. for pipe bedding --foundations when specified • A = 4' min. 27' I.D. andurWer SM. PI" 204.60 z AL MOCUL DIETAIALS FOR WORKS 1 OUS + ----------- +: PUBLIC Nei Ak MkAA ------- ----------------- DEPARTMENT MARCH 2008 UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 2 REVISKM PER MY KVION COWADITS -AUG.3, 2015 1 W1111111INEWNWOOM PER MY MEW COMMOM -OGT. 14s, 2014 NO. REVISION NOT" This frame is designed to accornmodalle 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 241/4 a 518" - 11 NC x 2* aim head cap screw. Location of bolt down holes varies among diftrent manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional ................................. ........ ............................... ................................ .................. requirements. ................................ ................................................................................................ . ... . . SECTIONr, Yff'_ RECESSED ALLEN HEAD CAP SCRI I 7/8" 1/8" &/8" - 11 NC x 2" 3/4" GRATIF R - --- ....-- 1 5/8. - -- --------- FRA....... 7 777, A. . ................ ............ SWTWN MOLT41IIIIII11li1I SEE NOTE 2 SM. PUN 2".00 PUBLIC WORKS AlIECTANG4,11141i FRAAW + DEPARTMENT . ..... MARCH 2008 Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with Tmaximum shall be O.D. until O.D. equals T; at which point 3' shall be used. V-0' for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". Backfill material placed in 0.6 Was Wtws and compacted to 95% maximum density. Method 8 or C compaction (WSDOT/APWA) standard specifications.) P** she O.D. limits of pipe W (see note 4) 00 compaction 3- M 3' max.limill of P4* ZW* 30r to 96" diam. 12 102" to 180" 48' "WMO" 18' to 3W 12" 43* to 142' span / 3 for Illex"1111 (we 48" W Z > pipe 6) A 0.15 O.D. min. O.D. limits orpipe compaction ;L T 0.65 O.D. min. fourodallion kli /* gravel backfill ---gravel backfill for for pipe bedding --foundations when specified • A = 4' min. 27' I.D. andurWer r 6' mut.. over 2I.D. A. Metal and Concrete Pipe ............................................................................. ne"" ftr ""a" pipe pan 4 11 i - 3' max Flexible Pipe NOTES: 1. Provide uniform support under barrels. ------- 011 2. Hand tamp under haunCIM. 3. Compact bedding material to 9596 max. derailly; directly . I / over pipe, hand tamp only. , 1 0.15 nse min. 4. See *Excavation and Preparation of Trench" in sanitaryz_ SOVA" section of the, standard WSWTiAMA limits specillicabons W trench waft W and benching compaction "5 rise min, options. The pipe zons, will be the acktal Inlinch width. The minimum concrete width shah be 1 I.D. = 18'. gravel backfill graval bwArM to, foundations 5. Trench backfill! "I conform to Sackililling Sewer 'or pip bedding when specified Trenches" in the sanitary sewers section of the WSDOTtAPWA standard specillications, except that rocks or lumps larger than I' per foot of pipe diameter S. Pipe - Arch Installation "I not be useld in the backU material. 6. See "Bedding Material for Flexible Pipe- in aggregates section of the WSDOTIAPWA standard specillicallil for the material spedilicaltions. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with Tmaximum shall be O.D. until O.D. equals T; at which point 3' shall be used. V-0' for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". Backfill material placed in 0.6 Was Wtws and compacted to 95% maximum density. Method 8 or C compaction (WSDOT/APWA) standard specifications.) P** she Wn. diet. babo"n bw circularpipe conc., LCPE, CMP 12" to 240 12" 30r to 96" diam. 12 102" to 180" 48' pipe -arch metal only (Span) 18' to 3W 12" 43* to 142' span / 3 148" to 199'" 48" 3". N" M-00 PUBLIC WORKS i PIPE C01WAZT1110IN t + DEPARTMENT ARM 11ALCKPUJL MARCH 2008 SURVEYED: AXIS DES*WM: S. BEIER TH 8/2015 JRT DPAW: S. BEIER SO 10/2014 JRT CHECKED: J. TUTTLE BY DATE APPR J. TITTLE SC&E: NO SCALE I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TOP 4' ---- - -------------------------- ---- --------------------------- - 2 ------ ................. - ------------ - - - - ------- - ------ - - ------- - ---- 7 OR 8 EQUAL SPACES _DIRECTION OF FLOW SLOT SEE DETAIL AND NOTE 1 ......... ........... _T .9 ..... ..... "I ... ............. ......... ......... .......... &WTI" Z 314 i 1 114" t.„ ............ - - ------ i 0 < 1111OLT411iIIIIIIIIIIIIII SLW OWML < <i SEE NOTE 1 1 1- Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. MOMlTRriG 2. Refer to Standard Specification 9-05.15(2) for additional requirements. Unless otherwise grates shall standard frame V used w in the travel way, gutter or shoulder. vaned grates " not be located within crossroads. Use vaned grates along rolled curbs. %MD. PIAN W4.20 PUBLIC WORKS DEPARTMENT VA111111111111111111111 ORATE MARCH 2008 Fill PH r1lalf1f IT$ FIGURE 5.4.7.A EXAMPLE SMALL INFILTRATION BASIN 20"x 24" standard 8" PVC elbow short bend catch basin lid with overflow grate 8" PVC pipe 24" dia catch basin lid Ir T I I . 6" ... ... I / M3, NOTE: fill excavation inlet with drain rock oil collection slope 2% = 2' 7 filter fabric sediment collection V 70 =precast catch basin w/o bottom 54" DAWER catch basin with bottom V ".\ 01 6" 7--n- jJ 74 [; C, 7 O's 7 f C4 V 76 o o .01 6 CO 0117V I17 &OVVZ0V7 ................. 1 1/2" to 3" washed X SECTM drain rock NTS 11/9/2009 5-76 CITY OF RENTON Planning/Building/Public Works Dept. 2009 Surface Water Design Manual SKAGEN 5 LOT SHORT PLAT TAL=OT ROAD PLAT qvEiJT NOTES J4ND DETAILS� ti 43718 OWE: 9/02/2015 FVLD@M: PAM: NO: C-9 sww- OF. 9 13 �C��1�1►1�f� UJ :9Z Z Z -4 C J1 Z M Z M M > 8 M im M C, O rn 09 Z O O ti� W Z > 8 M im M