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HomeMy WebLinkAboutC800 Details-C802OFFICE OF THE HAMILTON COUNTY SURVEYOR 'CLASS 358' 'ASTM A-46' (4) 1' I25mm7 DIA.ANCHOR BOLT TYPE "W RECESSED POCKETS MOLES ON A 33' (838mm) DIA. B.C. o pop ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑STORM El (2)CONC£aLED PICKHOLES D I80eI(;e APARI.PER NF-22642 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SEWER ❑ ❑ ❑ ❑ ❑ ❑ O O 2' IM-3 RAISED LETTERS FLUSH .? TOP SURFACE OF LID 'MADE IN USA' 17/8' (48mm] FULL RADIUS m n - 1 l/4'C32mm) E ,y 27 5/B' [722mm1 E E E m C664M.) N N _ ` 26'f662mm) n �1. 125-3 n, 33-I838mm3 GIA. B.C. T— ANCHOR HOLE DETAIL FULL SCALE—� (31 STACKING LUGS E 2' C51mm1 LONG X 1' C25mm) WIDE E 24 1/8'[613mm3 -� I' €25mm] I/2'C13mm7 J....�..J_ 28 ]/2'[729mm7 35 7/8' [911mm] PICKHOLE DETAIL C OUARTER SCALE NEEN A H 11642 or 1772 NOTE, ALL DIHENSIONS ACE S.C. IN ENSLISN AND IHETRICL EAST JORDAN 1045 or 1022 MATERIAL, CAST GRAY IRON ASTM A-1& CLASS 35D FINISW WT PAINTED .EIONT, FRAME - 1.30•. LID - li4• • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOLE OLIO L­FD CASTING REVISED: 9/25/2006 � STANDARD PLAN APPROVED_ G �55»am CT-1 KENTON DATE .WARD, AMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON' COUNTY SURVEYOR DEBRIS GUARD SIDE PROFILE k4 T, M-a.ee I: b TOP VIEW TfeLT TA epAox e� raa( T:ADe ar coercnepe 9 geL{ pL1pe8 HECID (' A ron V bar No. of I H-bar Bolt "A" Size Size H-bars Size Dia. Dim. Inches Inches. Re 'd Inches Inches Inches W 18 1/2 3 5/8 1/2 5 a - 24 5/8 4 3/4 1/Z 7 u 30 5/8 4 3/4 1/2 7 1/2 da 36 3/4 4 1 1/2 10 1/2 m 42 3/4 4 .1 3/4 11 48 3/4 4 1112 i e 3/4 12 ° 54 3/4 4 1 2 i e 3/4 12 ,C 80 3/4 5 1 2pipe 3/4 14 W 72 3/4--5 1 2pipe 3/4 14 a 84 3/4 6 1 2pipe 3/4 15 12 1/2 3 5/8 1/2 4 15 1/2 3 5/8 1/2 4 1/2 18 1/2 4 5/8 1/2 4 1/2 M 21 1/2 4 5/8 1/2 5' a 0 24 5/8 4 3/4 1/2 5 a 27 5/8 4 3/4 l/2 5 1/2 30 5/8 4 3/4 1/2 5 1/2 m 36 3/4 4 1 3/4 8 a 42 3/4 4 1 3/4 8 a 48 3/4 5 1 3/4 6 b a 54 3/4 5 1 2pipe 3/4 8 80 3/4 6 1 2pipe 3/4 8 a 66 3/4 6 i Tz —pi pe 3/4 6 72 3/4 6 1 2 1 a 3/4 9 84 3/4 7 1 2pipe 3/4 10 90 3/4 7 1 2pipe 1 3/4 14 NOTES: 1. BARS & PLATES ARE HOT -ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. S. BOLTS ARE GALVINIZED 4. NO REBAR THROUGHPIPES PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED,, 1 JAN 2000 )STANDARD PLAN APPROVED: Q,��oo I D KEN C.WA ;HAMILTON COUNTY SURVEYOR DATE N O CO U 1 D al =_ m a) Co 00 � N O N CID �MM =oo O N CD U U CO L72: 2.- m >, aim E - m a) -0 z 0 _0 LL 2 E e II\\\ I /32 TAPER PER INCH PER SIDE. HORIZONTAL FLARE q�. VERTICAL FLARE SECTION B-B CONC. CURB PVMT. 6" GRADE 24N24" 30"00" 36"0 6" CATCH BASIN „B" D __-- W DIA. If _ _I E DIA. - WALL SKIRT "B„ C B 31 0.0704' (GROOVE -OUTLET END) (TONGUE -INLET END) SECTION A -A NOT -TO -SCALE DIA. WALL G or T WT. SEC A B C D E DIA. +I R-1 R-2 SKIRT 12 2 11/2 530 4 24 481/8 727/8 24 13 101/16 9 31/2 15 21/4 2 740 6 27 46 73 30 16 121/2 11 31/2 18 21/2 21/2 990 9 27 46 73 36 19 151/2 12 4 21 2 3/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 13 4 24 3 21/2 1520 91/2 431/2 30 73 1/2 48 25 1611/16 14 141/2 27 3 1/4 2 1/2 1930 10 1/2 48 25 1/2 73 1/2 54 28 17 3/4 14 1/2 4 1/2 30 3 1/2 3 2190 12 54 19 3/4 73 3/4 60 31 18 5/16 15 5 33 3 3/4 3 3/8 3150 13 1/3 58 1/2 39 1/4 97 3/4 66 34 23 3/4 17 1/2 5 1/2 36 4 3 1/2 4100 15 63 3434 97 3/4 72 37 24 1/16 20 5 1/2 42 4 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 5 1/2 48 5 4 1/4 6550 24 72 26 98 84 49 28 1/8 22 5 3/4 54 5 1/2 4 3/4 8040 27 65 35 100 90 55 32 7/8 24 6 1/4 60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4 66 61/2 51/2 10630 24 78 21 99 102 67 3511/16 24 71/4 72 7 6 12520 34 78 21 99 1 108 73 38 5/8 24 7 3/4 78 71/2 61/2 14430 1 24 78 21 99 1 114 79 4115/16 24 81/2 84 8 7 16350 1 24 78 21 99 1 120 85 14413/16 24 9 NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. PRECAST CONCRETE END SECTION DETAIL NOTES: 1. All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and conform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction in accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE, DRAINS TO WATERWAYS11 "A" SEE STRUCTURE DATA CHART FOR CASTING TYPES PVMT. 2.5' NOTE: MAXIMUM 48 INCHES FROM T/C TO INVERT OFFICE OF THE HAMILTON COUNTY SURVEYOR 1 STRUCTURES MAXIMUM MINIMUM ANGLE STRUCTURES CURB PIPE 3[ZS LESS THAN 48" NUMBER OF BETWEEN PIPE4 GREATER CASTING PER (INCHES) FROM T/C TO INVERT SIDES3 OF THE (NUMBER OF PIPES - THAN 48" FROM DETAIL CT-7 (INCHES) BOX WITH PIPES ANGLE IN DEGREES) T/C TO INVERT OR CT-8 12 TO 15 24 X 24 BOX 3 2 135 MANHOLE DETAIL YES 3 - 90 D-20 OR NOTE 2 15 TO IS 30 X 30 BOX 3 2 135 MANHOLE DETAIL YES WITH 3 90 D-20 OR NOTE 2 BOX/MH LID 18 TO 24 24 X 381 OR 3 2 135 MANHOLE DETAIL YES WITH 3 90 36 X 36 BOX D-20 OR NOTE 2 BOX/MH LID 24 TO 66 NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE MANHOLE DETAIL YES WITH D-21 OR NOTE 2 BOX/MH LID 66 TO 144 NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE MANHOLE DETAIL YES WITH D-22 OR NOTE 2 BOX/MH LID NOTES 1 UP TO 15" PIPE CAN BE INSTALLED IN 24" SIDE, ALL OTHER PIPES SHALL BE INSTALLED IN LONG SIDE OF BOX. 2 A BOX WITH STEPS WITH WRITTEN SPECIAL DESIGN APPROVAL FROM HCSO. 3 A PIPE INSTALLED IN THE CORNER OF A BOX COUNTS AS USING 2 SIDES OF THE BOX. 4 STRUCTURES SHAyy BE DESIGNED FOR MAXIMUM FLOW THROUGH STRUCTURE. SPECIAL NOTE:ALL STRUCTURES REQUIRE 0.1'OF DROP ACROSS THE STRUCTURE (LOWEST INLET INVERT TO OUTLET INVERT). SPECIAL NOTE: ALL MANHOLES SHALL HAVE STEPS TO WITHIN A MAXIMUM OF 1 FOOT FROM BOTTOM OF STRUCTURE. INSPECTOR MAY REQUIRE STEPS TO BE INSTALLED OR MOVED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. SPECIAL NOTE: IF CURB INLET STRUCTURE IS TO HAVE 2 FOOT SUMP, THEN THE STRUCTURE SHALL BE A MINIMUM OF A 48" MANHOLE OR A 3 FOOT BY 4 FOOT BOX. SPECIAL NOTE:DOUBLE INLET BOX STRUCTURES SHALy PROVIDE SUPPORT FOR ALL 4 SIDES OF THE CASTING. SPECIAL NOTE:ALL CASTINGS SHAL BE PER THE APPROVED CASTING DETAILS OR BY SPECIAL WRITTEN APPROVAL FROM HCSO. SPECIAL NOTE:NO "DOGHOUSE" STRUCTURES ARE ALLOWED. HAMILTON COUNTY SURVEYOR'S OFFICE STORM STRU TURE SIZING TABLE REVISED: 18 DEC 2006 STANDARD PLAN APPROVED: G- S�Da1Z67 KENT N C. ARD, HAMILTON COUNTY SURVEYOR DATE D — 18 OFFICE OF THE HAMILTON COUNTY SURVEYOR 1-CASTING FRAME AND COVER AS SPECIFIED — NON -ASPHALTIC MASTIC OR BUTYL RUBBER - X SEAL BETWEEN JOINTS. �< X PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ., L -.;. .., ECCENTRIC CONE OR REDUCER '. CAP AS REQUIRED BY SITE •j•j CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. I FULL HEIGHT MANHOLE 1 — STEPS AS SPECIFIED. 5" MINIMUM NOTE: a MANHOLE CONFORMS - m TO ASTM 478 u. 0-RING GASKET NON- F ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS. MANHOLE SIZE DETERMINED BY APPROPRIATE MANHOLE DETAIL THIS STRUCTURE NOT PREFORMED HOLE TO MAXIMUM TO BE USED IN ALL OF PIPE O.D. •8" WITH LOCATIONS, ONLY NON -SHRINK CEMENT GROUT. WHERE APPROVED BY ' HAMILTON COUNTY SURVEYORS OFFICE, THIS STRUCTURE CAN BE USED AS A CONFLICT STRUCTURE WITH SPECIAL APPROVAL OF HCSO AND A MINIMUM OF A 3' SUMP. 2' MINIMUM 12" SUMP MAXIMUM REINFORCED BAR PRECAST BASE •" •4 a 12" ON CENTER OR 8" OR 8" PER SECTION�`'•�`'�'t'•'•f•` APPROVED ALTERNATIVE 3" MINIMUM BASE SET NB OLE" ON OF 91FONE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE SUMP MANHOLE STRUCTURE REVISED: 18 DEC ZOOS STANDARD PLAN APPROVED: (r✓ ��SMAeO^7 D - 2 5 KENTON .WARD, HA LION COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR Z-CASTING FRAME AND COVER AS SPECIFIED NON -ASPHALTIC MASTIC OR BUTYL RUBBER x SEAL BETWEEN JOINTS. t, N t„ PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER :�• :..;: ,:. ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE ---= CONDITIONS. CONE TOP TO _ MATCH ADJUSTING RING PROFILE. :r. I FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM ]r NOTE. MANHOLE CONFORMS TO ASTM 478 0-RING GASKET NON - ASPHALT C MASTIC OR BUTYL RUBBER SEAL 48" DIAMETER PRECAST ON AT JOINTS. CONCRETE SECTI i. PREFORMED HOLE TO MAXIMUM F PIPE O.D. •6" WITH BENCH WALLS AT MINIMUM �;r; NON -SHRINK CEMENT GROUT. Vz • PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LIKE OF PIPE. NOTE: :, :'?:' ,:-. STRUCTURES ARE TO BE �•%� GROUTED FULLY, TROWELED SMOOTH AND BRUSH FINISHED. PRECAST BASE REINFORCED BAR .:':'��,�r`:•4 a 12" ON CENTER OR APPROVED ALTERNATIVE 6" OR B" PER SECTION 3" MINIMUM4 MANHOLE BASE SET [:E--ON 8" OF *2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: ,ATE ' D - 20 KENTON C. WARVIHAMILTON COUNT SURVEYOR MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO (> CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT EXISTING GRADE 3 MAX PROPOSED 3 MAX C7 = I 1 GRADE 1 - - I I Ln F I- 9 (• 8' TOP SOIL CD UNDERCUT SWALE BY 0.2' FTI INSTALL FILTER FABRIC TO ALLOW FOR FUTURE SILTING ON PERIMETER OF ? D TRENCH AND OVERLAP 1= AT SUBGRADE LEVEL 1) 1" MIN. 12' MIN. PIPE SHALL CONFORM TO SPEC REQUIREMENTS CJ� #8 WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION MIN. 6' DOUBLE WALL PERFORATED PER 401.01 OF THE STORM WATER TECHNICAL STANDARDS MANUAL TYPICAL SWALE- DETAIL U) NO SCALE CD Z77 D � D Z � � 0 CD70 Z G-) CD NO SCALE L Er �6' MINIMUM OF TOPSOIL OR COMPACTED PAVEMENT SECTION VARIES AGGREGATE #53. LIMIT OF SUBGRADE MINIMUM COVER SHALL FINAL BE PER NOTE 3 BACKFILL BC +18"/MIN. LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE — SPRINGUNE HAUNCHING (Bc/6) DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING d D d MIN NOTES: 60' & SMALLER 4' BC 66" & LARGER 6" 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND UNE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE C. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH 12 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE 'L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTIUTY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53. 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIPES. CITY OF CARMEL STANDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY STORM SEWERS 10-31 STOEPPF�'�.,���' No. 19358 o ` STATE OF Q S/ONAL �N&,N``�� t.` 0 w w w Ln NV C co a co Ln C= � v m z ^ Z - co L .a N N Q a Co Co Ln _ CT J to co L ri O M ni a Q W Q s Ln t1 10 TT Z � z T � V 1 O V 1 � Q O V1 O W w DRAWN BY: CHECKED BY: ADG BAH SHEET NO. C802 S & A JOB NO. 60160HAM-S2