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Home My WebLink AboutD-28841EENWFRAME AID GRAZE SEE - D. TETASS D.11 - CA 1 03 BAR HOOP Y NISER SECTION �A i i 1Y 1 i i 2 /.T BAR HOOPS Nolm 1. CATCH BASINS SHALL BE CONSTRUCTED N ACCORDANCE WITH ASTH 0478 (AABTD M 1B➢1 dl CM UNLESS OILERNISE SHORN ON PLANS OR IIDIEL IN ilE STANDARD SPBDFICAT NS.. 2. AS AN ACCEPTABLE ALIERNAr E to RE9Nt VSDED CORE FABRIC HAVING A MN. AREA OF 0.12 SKAHARE INCHES PER FOOT MAY BE USM MELDED WE FABRIC SHALL CCPLY TO ASTY A4B74AA911D Y221). 1NRE. FABRIC SHILL NOT BE PLACID p10CKW7S 3. ALL REWORDED CAST -N -PLACE CONGiEE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURIGSFED WITH CUTOUTS OR XNCOKOUTB KNOCKOUTS SHALL HAZE A WALL HRQOESS OF Y MEN. ALL PPE SHAD. BE INSTALLED N FACTORY PROVIDED lNOCKOITIS UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL 15 LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE S EQUAL TO .PPE O IER OWL PLUS CATCH BASIN WALL TLK70ESS. -& ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX - - DIAM. OF 20'. KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE 7. UM S I..M THE FINISHED GRACE WINE & SIDES OF • MOWN me R mum 9A NOT OEM /Y/T 9. CATCH BASIN FRAI E AND ORATE SHALL BE IN ACCORDANCE NTH STANOALD SPECff7CILTDNS. OUTING 9LRFACES SHALL BE EMBED TO ASSNENON- ROCKNC'FlT 1N1H.' ANY COYER- POB7DN, 10. FRAME AND ORATE MAY BE INSTALLED WITH FLANGE DOW OR CAST INTO RISER. 11. EDGE. OF NIGER OR BRILL SHALL NOT BE MORE THAN 2' FROM VERTICAL EDGE OF CATCH BASIN WALL 93 BAN EACH CORNER 03 BAR EACH SDE I '.I / -1 ✓ I C478 (AASHTD M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS ADJUSTMENT SECTION: LEVELING 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE SEE STD. �y +3 BAR EACH WAY DTL NO. CK -D.12. CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING `BRIO K COURSE PRECAST BAN STTE G BAATTH TOP WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE FINISHED GRADE 1 CA NOT ID SCALE 6" S -0" 6" A 'a ( - WIDENED CURB Bi- 18" 1 12" SLOPE 0.05 FT /FT STREET SECTION ■ c I B FACE OF CURB SECTION A -A f--- -f- ......... &` �f. `° tL f 8 NOTES: 1. 3' TO 5' DRAFT PERMITTED AS NEEDED. 2. WELDING NOT PERMITTED. 3. DIMENSIONS SHALL HAVE ±1/16" TOLERANCE EXCEPT AS NOTED. 4. FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE. LETTERING TO BE RECESSED 1/16 ". 5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING: ALTERNATE A SHALL BE 8 PADS, 1 1/2 "x 3/4 "x 1/8" INTEGRALLY CAST WITH "THE 'GRATE. ALTERNATE B SHALL BE A MACHINED SURFACE OUTSIDE A 17" CIRCLE, BOTTOM ONLY (SEE 'SECTION ':B -B). 6. MATERIALS IN' ACCORD WITH DIVISION 9 OF STANDARD SPECIFICATIONS SECTION "METAL FRAME AND GRATE FOR CATCH BASIN OR INLETS ". 7. MATERIAL USED FOR GRATE SHALL BE DESIGNATED BY EMBOSSING DI" (DUCT IRON) OR "CFS" (CAST STEEL) NEAR MFR'S NAME 7. SEE DWG. NAME BR -32 FOR FRAME AND GRATE DETAIL. GRATE IS OLYMPIC FOUNDRY' #SM50G, #SM50GL, #SM50SL, OR EQUAL. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. AN JVIIN I IRMAL GUTTER GRADE SURFACE WATER UTILITY OPEN CURB FACE FRAME & GRATE INSTALLATION DETAIL Y ADOPTED VOT CITY OFRENTON. STANDARD PLANS ISO DATE: 12/96 DWG. NAME: BR -30 SP PAGE: B017 TOP SLAB Q 2 a MORTAR i FILL 46 DIAM.- 6' S4 DIAM Ir 60" DIAM.- 8" 72 BAN. - Y� 6'A` MN. SEPARATE CAST IN PLACE *FOR SEPARATE. BASE OR SEPARATE CAST-4N-PLACE PRECAST RAs ONLY REMFORfLNG., ISTEFI (FOR SEPARATE BASES OIL»» 0:23 S'0. IN./F. N EACH OLDC110N FOR 48'.. D7AM 0.19 S0. 9i./FT. N EACH DIRECTION FOR 54° DOAN 0.25 .35 � M.� N IN EACH EACH',... DRECC71ONN. FOR 60' DIAN '0' RING FRAME & GRATE OR 6' CASTING NOTES: RING & COVER IF DESIRED 1. CATCH BiASINS. SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM LU LU C478 (AASHTD M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS ADJUSTMENT SECTION: LEVELING 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3' MIN. CLEARANCE STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE SEE STD. BRICKS (2 ROWS MA)L). RISERS. OR GRADE RINGS DTL NO. CK -D.12. CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING `BRIO K COURSE w WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE FINISHED GRADE 0 1' 2' 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. - ALL PRECAST CONCRETE SHALL BE.CLASS 4000 .. .. .. f° 4. PRECAST BASES SHALL. St- FURNISHED WITH CUTOUTS OR >-STEP520R LADDER, ORIENT KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2' MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN WITH INLET SO STEPS WILL CLEAR PIPLS. FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. Z 5. KNOCKOUT Oft CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER `-1 DIAM. PLUS CATCH BASIN WALLTHICKNESS. MAX. HOLE SIZE SHALI..BE.36' FOR 48' CATCH BASIN. 42' FOR 54" C.B., 12. FOR 72" C.B. S. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 OF THE STANDARD SPECIFICATIONS. zi MATING SURFACES SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION. 7, ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF :60,000 PS AND BE PI.AC£D IN THE UPPER .HALF .. OF THE BASE WTFI 1" MIN. CLEARANCE. PRECAST BASE & S. MIN. SOIL BEARING VALUE SHALL EQUAL. 3,300' POUNDS PER INTEGRAL RISER.. SQUARE FOOT.'. 9. FOR DETAILS - SHOWING - LADDER, STEPS, HANDRAILS AND TOP SLABS, ' SEE STD. DETAIL NO, 8035. 10. SEETHE STANDARD SPECIFICATIONS SEC. 7 -05.3 FOR JOINT REQUIREMENTS. -0` FOR 48 4.& 4 . 80' DI\ -0" FOR 72IAL. ;RAVEL BACKF61 FOR FOUNDATIONS r MIN. COMPACTED DEPTH. OR PRECAST BASE'.ONLY. (ENFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY` 1.15 S0. IN./FT. IN'..EACH DIRECTION FOR 48" DIAM. L19 S0. N./F7:. IN EACH DIRECTION FOR 54" DIAM. L25 SO. IN./FT. IN EACH 'DIRECTIO W FOR 60' DIAM. L24 SQ. IN./FT. IN EACH DIRECTION FOR 72' DIAM. BASE Joy ¢ATO BASH TM M2 NOT TO SCALE FOR SLOT DETAIL SEE STD DETAIL DWG D -7 1 Alf'. 4" NOTES: ALL VANED GRATES SHALL HAVE LOCKING LIDS. ALL GRATES SHALL BE VANED GRATES UNLESS SPECIFIED OTHERWISE. 0 m 00 uj ZLei Ed z @' J�N Z Fag r c) 03 °0 o D: Y N U p Y In In Q Z W D U K G. fV O, C J Q EL o Qy� �-21J1 �8 4 dJ t'as �g5 J7� rY�O� 1 w Z - FLOW - - - 2° ° . LU Zz <S Do 1 /2° o N LEVELING PAD (6 MIN) _/z ~ 3 ® C 7 Tn 5 ff 1/8 "X 3/4 "X 2 1/4" z jr d LU LU \ \ \ \ \ \ \ 1 3/8 " SHEET. 29 Z W w 0 1' 2' OF: 32 o 2 4c Q 5' DRAFT 1/16' LL - Z NOTES: DWG: DET- STORM2 Q < G 1. SELF -LOCK VANED GRATE MANFACTURER SUBJECT TO APPROVAL BY ENGINEER. " } z D ¢' 2. USE WITH TWO LOCKING BOLTS 5/8 -11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD t,: g (ALLEN HEAD) BOLTS, 2" LONG. NOTE SLOT DETAIL. 3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80- 55 -06. YANG GMTE H a 4. "OUTFALL TO STREAM DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA. NOT TO SCALE 5. SHALL CONFORM TO SEC 7.05 OF THE STANDARD SPECIFICATIONS. R h W 6. WELDING IS NOT PERMITTED. 7. EDGES SHALL HAVE 0.125" RADIUS, '0.125" CHAMBER''OR COMPLETE DEBURRWG., RE OMMENDED fOR APPROVAL gY• B��o W Z 8. USE A BI- DIRECTIONAL VANED GRATE IN SAG VERTICAL CURVES. Date: Byc Dates s e �r BY: Date: BY: Date: SHEET. 29 0 1' 2' OF: 32 TWO INCHES AT FULL 'SCALE. JOB NO.: 00716 IF I NOT, SCALE ACCORDINGLY DWG: DET- STORM2 C 0P O`- 26 -d'f" /C SCANNED MAR 8 8 Z003