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HomeMy WebLinkAbout26 C801 Storm DetailsOFFICE OF THE HAMILTON COUNTY SURVEYOR L. NEW SURFACE IS TO EL SLOPED AT THE SAME RATE AS THE EXISTING S .1zFiCE. 2. COMPACTED AGGREGATE IS TO BE LAID AT 5" L-F1'S AND 1S 'TO B COMPACTED TO A KINIAER: OF 3 3. TRENCH CH SPOIL IS TO BE REMOVED FF. THE WOP.I{ SITE 'TONE 6 COMPACTED AGGREGATE S7ORM SEVER PIPE REPAIR ;;A).[`iG NOT TO SCALE( �,.1� u `-/-7....,--,''''',. ac r"'^y ;:L-4: r�_. I ti V` t r l COL1Fk .EC GRANL:LAR BAJ FILL �V �1-` �x J-j t Vi 0 f� I••� „r' j f i <✓UA 'tt r y i. �d ail,' 1 D 1' DRIVE HAIAILTON COUNTY SURVEYOR 'S OFFICE STEEL ALL THREAD 1 LONG /x" MIN DIAMETER RE'sISED: 1 IAN 20 :5 ti APPROVED 4 1 ,•►.1 as STANDARD PLAIT ikr .Lvi LJ KENT .1 .7 A E{A?CLTCN CCilNT'i SUE':EY3P. v.Arc OFFICE OF THE HAMILTON COUNTY SURVEYOR i .1 FOR CONCRETE END SECTIONS SUR ACE ON COMPACTED T R, SIDE PROFILE I a J 1-, 6yJa COMPACTED GRANULAR i' I E.ACKFILL x,: a s p .i i t 1 I 7 x' l i xf Cj tiff j t -I .�x` I C- t-J. TOP VIEW ANGLE AND QUALITY OF PIPES WILL REQUIRE SPECIAL DESIGN STEEL ALL THREAD 1 LONG /x" MIN DIAMETER HAM I LT 0_ N COUN SU R EYOR'S OFFICE ti Y 12 TO 18 w 1' 1.ER ON C. V 'D, HAMILTON 03CIETY SURVEYOR.' DATE NO YES STEEL !ELI'S t' SHERS 12 TO 21 30 X 30 APPROVAL END PROF I LE t I I f YES YES 18 TO 21 R I RIP-REP OR REDO MATTRESS MH /BOX DESIGN APPROVAL YES YES sTEEL L READ sI F.EA B oLT T. 1 0 KG 21 TO 27 24 X 36. OR 38 X 36 DESIGN APPROVAL ,?IDT_H OF END 'SECTION NO ALLTIEREAD SPACING TO BE TWO PER FOOT E.: 'I u END SECTION E LTHREAD 24' END SECr1C[•I 4 ALLTHREAD 1DR,AWING NOT TO SCALE) I-IAMI COUNTY SURVEYOR'S OFFICE 38 X 38 REVISED, i JAN 2:)0-.,• DESIGN APPROVAL APPROVED: 4j ,4 o STANDARD PLAN- r L` E IT WYF.D, .AXiL:.1i COUNTY :°J. rE':C'R DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR 1" HOT ASPHALTIC 1 'IEI" SURFACE, IS 7 aE SLOPED Al THE SAME RATE AS THE EXISTING S E Af E. EXISTING 2. F'._ EIS..• T IS TO E s Aw OUT Fop. 4 C EAR 3RE.,.'r 3 C•'}, ACTED AGGREGATE IS k7 BE LACE AT c" LIFTS ANL l5 SO BE COMPACTED TC MINIMUM OF •,R.. TO `C T� BE 4 TRENCH SP,.I. REl_`ti +ED FROM THE 3t'CRI: SITE 5 1.b" C. •11 SURFACE. 6. BITUMINOUS TACK A ?PLIED. AS PER INDIANA C PT OF NIOHKAY3 STANEARC s. Et.•.":' AT.o1:S 1993 SICTIONS 409 902 ASPHALT C..: "RETE (:-I.A.c) 2" H.A_C. BASE A R, SUR ACE ON COMPACTED T R, AC, REG.',T NOT D SCALE: 1-, 6yJa COMPACTED GRANULAR i' I E.ACKFILL x,: a s p .i i t 1 I 7 x' l i xf Cj tiff j t -I .�x` I C- t-J. i REPAIR (D ANGLE AND QUALITY OF PIPES WILL REQUIRE SPECIAL DESIGN DRIVE HAM I LT 0_ N COUN SU R EYOR'S OFFICE CASTING •3501 TL TR I :ErF15ED: 1 :.+.N 20Oi) 12 TO 18 i APPROVED: 4 4.4 -4oc5 STA' \DARD PLAN 4 1 1.ER ON C. V 'D, HAMILTON 03CIETY SURVEYOR.' DATE DIA. OFFICE OF THE HAMILTON COUNTY SURVEYOR D STRUCTURE SIZING TABLE OPTIONS -METAL n ;C- -PRECAST -CONCRETE -CONCRETE PIPE SIZE (INCHES) STRUCTURES LESS THAN 48" FROM T/C TO INVERT (INCHES) STRUCTURES GREATER THAN 48" FROM T/C TO INVERT ANGLE AND QUALITY OF PIPES WILL REQUIRE SPECIAL DESIGN STEPS REQUIRED CURB CASTING •R -3501N CASTING •3501 TL TR R -2 12 TO 18 24 X 24 DESIGN APPROVAL NO YES YES 12 TO 21 30 X 30 APPROVAL NO YES YES 18 TO 21 R I RIP-REP OR REDO MATTRESS MH /BOX DESIGN APPROVAL YES YES YES 21 TO 27 24 X 36. OR 38 X 36 DESIGN APPROVAL NO NO YES 12 TO 24 38 X 38 DESIGN APPROVAL NO YES YES 24 OR LARGER DESIGN APPROVAL DESIGN APPROVAL NO NO YES 24 OR LARGER 1/2 1,4H/BOX DESIGN APPROVAL YES•• YES YES PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. *.INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. +••SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. 1280 HAMILTON COUNTY SURVEYOR'S OFFICE 35 REVISED: 1 FEB 2002 73 APPROVED: STANDARD PLAN D -18 KENTON C. •'D, HAMILTON OUNTY SURVEYOR E 1/8 DIA. WALL D OFFICE OF THE HAMILTON COUNTY SURVEYOR OPTIONS -METAL n ;C- -PRECAST -CONCRETE -CONCRETE UNDERWATER HYDROSEEDG) a S150 PRECAST REQUIPES SEE TOE ALL WALL SI ))PL: OPM DISCHARGE MULCH OR BLANKET AS SPECIFIED 5' -:WIN) NOT ALLOWED 10' SAFETY LEDGE E SEED R C.P. STORM FOR END SECTIONS 1:1:01111-HOJ d T SHOWN EJ I; I`EW Ii) z R C P. S 3' (MIN.) R -2 SKIRT POOL 4 SEWER END SECTION ANCHOR rr Pr' ORION l; BI. A.NKET 530 (CROSS -HATCHED) SECTION •o END NORMAL -2 MAX. NOTCH OR a (DRAWING 13 ANCHOR DETAIL PLATE q C_ a(,° Z<' L Q_ 1 1 RIP -RAP INTO SLOPE AS SHOWN USE RENO MATTRESS 3, NOT TO SCALE R I RIP-REP OR REDO MATTRESS cp z 4 U is e, r' ,i /2,//// V SODDED AREA is (CROSS-HATCHED)/ a .tom c n v S� G C r� .•c C'. �rS v t4,3'.. '89 c o a k•i 0 1 am• 0 t z I G I Gi. 4S� 740 SEWER 7 n ST STEEL NUTS WASHERS, 46 1 FOR 30 TOP VIEW LAKE OUTLET LAKE CROSS DETAIL SECTION OPTION I IAMII,TON COUNTY SURVEYOR'S OFFICE 11 REVISED 1 JAN 2000 18 APPROVED 4.14 STANDARD PLAN -1 ENTON` C. W 'D,HA, LTO• COUNTY SURVEYOR DATE 9 DIA. WALL D G or T WT. SEC A B C D E DIA. +1 R -1 R -2 SKIRT 12 R- 1772 -C 2 1 1/2 530 4 24 48 1/872 7/8 24 13 10 1/16 9 3 1/2 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4 21 2 3/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 13 4 24 3/4 3 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1/2 27 3 1/4 2 1/2 1930 10 1/2 48 25 1/273 1 /2 54 28 17 3/4 14 1/2 4 1/2 5 30 3 1/2 3 2190 12 54 19 3/473 3/4 60 31 18 5/16 15 33 3 3/4 3 3/8 3150 13 1/358 1 /2 39 1/497 3/4 66 34 23 3/4 17 1/2 5 1/2 36 6/ 4 3 1/2 4100 15 63 34 3/497 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 6 1/4 54 5 1/2 4 3/4 8040 27 65 35 100 90 55 32 7/8 24 60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4 66 6 1/2 5 1/2 10630 24 78 21 99 102 67 35 11/16 24 7 1/4 72 7 7 6 12520 34 78 21 99 108 73 38 5/8 24 7 3/4 78 7 1/2 6 1/2 14430 24 78 21 99 114 79 41 15/16 24 8 1/2 84 8 7 16350 24 78 21 99 120 85 44 13/16 24 9 Standard Design Machined Horizontal Vertical Bearing D Wt. Lbs. fl 1772 I HOUSE. ALL MEASUREMENTS TO BE MEASURED EGOS o o r 26 4 1 I I I I I I I I 11 1 I =111=11 1=1 11=111=111=111 UNDERDRAINS REQUIRED IN SWALES UNDERCUT S CALE HY 0.2' 1 1 1 I TO ALLOW FOR FUTURE SILTING R- 1772 -C R- 1772 -CVH 24 1/2 355 OFFICE OF THE HAMILTON COUNTY SURVEYOR NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. 24" DIAMETER S NOTE: 4 6' S FENCE "T POST EXTENSION TO BE SECURED TO STEEL POST 1 IN 2 LOCATIONS I CAP TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO PROPOSED GRADE y PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE I HOUSE. ALL MEASUREMENTS TO BE MEASURED N'. o o r EXTENSION SECURED TO STEEL POST 18" FROM HACK OF CURB. IF EXTENSION IS NOT UTILIZED. IT IS TO BE CAPPED BELOW GROUND LEVEL. LATERAL LOCATIONS SHALL BE STAMPED ON CURB. (SEE CURB STAMP DETAIL) 4 1 I I I I I I I I 11 1 I =111=11 1=1 11=111=111=111 UNDERDRAINS REQUIRED IN SWALES UNDERCUT S CALE HY 0.2' 1 1 1 I TO ALLOW FOR FUTURE SILTING v00 v O U EXISTING GRADE r• �'O 0 0O 111=11 I- 111 -h1� •B WASHED GRAVEL OR CLASS "A" 0,4 j 1 ��k�1 io WASHED STONE REDUCING T jam; :r; 4 qn I o� 'f'•41 0 I I I I I I I I I 11 I T I 7 0.2' I 11 REQUIRED MINIMUM SLOPE 0.30'/. -0. I I-1 I I 11 a -I I o Q 0 1 I I I I 1 -III o A VEL. 5 (J O Mg G o o •O o 9 �O.O oZ I II I 11 I 1 7:1 MINIMUM 4" SSD MIN. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG M 12" MIN TYPICAL SWALE 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D PIPE DIAMETER STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 REVISED: 1 JAN 2000 APPROVED: p -21 APPROVED: 44004 °o STANDARD PLAN S 1 KENTO C. WARD, HA ILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. 24" DIAMETER El EXISTING GRADE 1 PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE BS IF Apron 11 -1 I T i t-,. CONDITIONS. I -1 I 19 T I 1 -1 I I 1 I I =1 I I r 'i° O- -III I "'P ROPOSED GR 1 I I I I I I I I 11 1 I =111=11 1=1 11=111=111=111 UNDERDRAINS REQUIRED IN SWALES UNDERCUT S CALE HY 0.2' 1 1 1 I TO ALLOW FOR FUTURE SILTING I I I III 11- III 1 I -I -III -I WITH LESS THAN 1/. SLOPE EXISTING GRADE •1 1 I mo• -I I I -r r'r 3 MIND r 1:-- T T�1II 111=11 I- 111 -h1� r T f 1 1 =I 11= r I I II --r- PROPOSED I GRADE I I I�1 I I 1 I I I I I I I I I I 11 I T I 7 0.2' I 11 I I -I UNDERCUT SCALE BY TO ALLOW FOR FUTURE I I I I-1 I I 11 SILTING'I I I 11 I I I DRAIN (SSD) PIPE GRADIENT. FOR SIZES ELEVATIONS. NOT TO SCALE) -I I o Q 0 1 I I I I 1 -III o A VEL. 5 (J O Mg G o o •O o 9 �O.O oZ I II I 11 I 1 �aE ICI PERFORATED SUBSURFACE O O •16 O o WITH MINIMUM 0.5% SEE DEVELOPMENT PLAN 24 (6" MINIMUM) AND INVERT DETAIL (DRAWING TYPICAL SWALE HAMILTON COUNTY SURVEYOR'S OFFICE 1/2 REVISED: 1 FEB 2002 30 APPROVED: p -21 STANDARD PLAN D -16 KENTON C. WARD, AMILTON COU TY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. 24" DIAMETER El SIDE PROFILE ..••a PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE BS IF Apron V -bar CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOL STEPS AS SPECIFIED. 0-RING GASKET NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS. BENCH WALLS AT MINIMUM I/2" PER FOOT SLOPE. BENCH CONSTRUCTED LS 0 BE WALLS L T TO SPRING LINE OF PIPE. C e y a 4." 6" MINIMUM j90T E: MANHOLE CONFORMS TO ASTM 478 48" DIAMETER PRECAST CONCRETE SECTION PREFORMED HOLE TO MAXIMUM Size OF PIPE 0.0..6" WITH NON- SHRINK CEMENT GROUT. NOTE: STRUCTURES ARE TO BE GROUTED FULLY, TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE B" OR 8" PER SECTION Ili' r r' 't 4: i' MANHOLE SIZES 12" 4 Q 12" ON CENTER OR APPROVED ALTERNATIVE 3" MINIMUM STANDARD FOR PIPE MANHOLE BASE SET ON 8" OF *2 STONE THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE Inches REVISED: 1 FEB 2002 REVISED 1 JAN 2000 Arch pipe aprons STANDARD PLAN D -2O APPROVED: KENTON C. WAR', AMILTON COUNT SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR BBRIS GUARD THE HAMILTON COUNTY SURVEYOR SIDE PROFILE ..••a LAKE EASEMENT 15' MIN. CROSS SECTIONS OPTION 2 Apron V -bar No. of H -bar Bolt "A" NORMAL POOL Size Size H bars Size Die. Dim. Inches Inches Req'd Inches Inches Inches REVISED 1 JAN 2000 Arch pipe aprons 18 1/2 3 5/8 1/2 5 TURNS UP TO 45 DIM 24 5/8 4 3/4 1/2 7 30 6/8 4 3/4 1/2 7 1/2 C• 38 3/4 4 1 1/2 10 1/2 Y i v YY n"' 42 3/4 4 1 3/4 11 r fi f f/�' 48 3/4 4 1 1/2pi 3/4 12 54 3/4 4 11/2Pipe 3/4 12 60 3/4 5 11/2Pipe 3/4 14 72 3/4 5 11/2pipe 3/4 14 84 3/4 8 I1/2pipe 3/4 15 TOP VIEW ao�r ro •raon e• race o': eons or coeca'ee 12 1/2 3 5/8 1/2 4 15 1/ 3 5 /8 1/2 4 1 18 1/ 4 5 /8 1 4 1 21 1/ 4 5 /8 1/2 5 OD 24 6/ 4 3 /4 1 5 27 5/ 4 3 4 1/ 2 5 1/2 3 0 5/ 4 3 /4 1/2 5 1 8 3/ 4 1 3/ 4 8 42 3/4 4 1 314 8 +rn 48 3/4 5 1 3/4 8 =IMO .11 I liiiiiiik au ,i 3/4 5 tI /2pipe 3/4 8 nc 60 3 4 5 l i e 2 /P P 3/4 8 _S 68 3/4 6 1 /2pipe 3/4 8 72 3/4 6 1 /2pipe 3/4 9 84 3/4 7 1 /2Pipe 3/4 10 90 3/4 7 1 /2pipe 3/4 14 NOTES: 1. BARS PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED, 1 JAN 2000 APPROVED: 4JA+•'oo STANDARD PLAN D-12 KEN C. WA HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR k LAKE EASEMENT 15' MIN. CROSS SECTIONS OPTION 2 PRECAST CONCRETE ADJUSTER RINGS IF „Ati NEEDED ;I2 INCHES OF RINGS MAXIMUM). 100 YEAR 2' FREEBOARD MIN. 1 EMERGENCY SPILLWAY AT 100 YEAR i VARIES V NORMAL POOL 4 2' MAX. PIPE B' MIN. 1 I 10' MIN. 1 USE OUTLET OPTION 2 (DRAWING r NOT TO SCALE, HAMILTON COUNTY SURVEYOR'S OFFICE 96" 48" GREATER THAN 45 TO 90 DEG REVISED 1 JAN 2000 APPROVED 1 4i A4p STANDARD PLAN D 7 KENT•' C. WARD ,I MILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING PRrl1t6 STANDARD MANHOLE AND COVER AS 66" SPECIFIED SPECIFIED nuemt•+,a:•zrc••. FOR PIPE SIZES 24" THRU NON ASPHALTIC MASTIC RUBBER OR BUTYL SEAL BETWEEN JOINTS 5" MINIMUM, V. PI PRECAST CONCRETE ADJUSTER RINGS IF „Ati NEEDED ;I2 INCHES OF RINGS MAXIMUM). 0. 24" r/ D1AlEETER STANDARD PRECAST MANHOLE CAP OR CONE 1 DIAMETER F 5 IdI 'MUM r 2;f,� 4' MANHOLE PIPE PIPE TURNS 1M l r NON ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS DIA "F" DIA. "G"' 96" 48" GREATER THAN 45 TO 90 DEG 98" 54 "-68" UP TO BO DEG 84" 42" GREATER THAN 44 TO 90 D 84" 48" TURNS UP TO 45 DIM 72" 42 "-46" UP TO 45 DEG 80" 33 -38" STRAIGHT THRU t8" 24" -53'' GREATER THAN 45 TO 90 DEG TYPICAL _..-.-.-.-r---_________ 80" 1, r'4 FULL HEIGHT MANHOLE STEPS AS SPECIFIED f. CONCRETE. REDUCER CAP r NOTE -MANHOLE CONFORMS TO AETM C -478 -NO BRICK OR BLOCK WELL BE ALLOWED IN MANHOLE -0 -RING GASKET. NON ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PREFORMED HOLE TO MAXIMUM OP PIPE O .D •8 WITH NON- SHRI CEMENT GROUT BENCH WALLS AT MINIMUM 0 0 0. "F" Y i v YY DIA. 1' MIN. OVER/ HIGHEST PIPE f i S"+r 1 1 0 7 y PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED 70 SPRING LINE OF PIPE. 3.a MIN. r fi f f/�' B" II[N. r 3 MIN a JII /7' lRl /r1Jf ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE! MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 �D APPROVED' f Z NTY STANDARD PLAN D-21 SURVEYOR KENTON C. H' 1, HAMILTON COU T f f VARIES 8" 4 1/2' MORTAR SLOPE 2' TO CENTER 4 1 e a e 0" IN- MATCH CASTING OPENING 26" .71--1L-1 IH 8" COMPLETELY SEAL CASTING BEARING SURFACE WITH 3.1 MIXTURE OF SAND AND PORTLAND CEMENT. 8' PRECAST CONCRETE NOT-TO-SCALE a 00 T ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE- DRAINS TO WATERWAY" 8 R- 3501 -L2 NEENAH CURB INLET FRAME, GRATE CATCH BASIN DETAIL MATCH CASTING OPENING TOP VIEW 8' _R- 3501 -N Inlet for Roll Type Curb Heavy Duty Not recommended for bicycle traffic. Iu1Iuu1II1I I I IflIif Vi44 '413 ■14116 6 A 'r 10' -0" t 3' -0" 6--8. AN RIA AP RIP -RAP DETAIL NOT -TO -SCALE 5' -0" 5' -0" DIA. WALL C •A• DIA. +1 0.0669' (GROOVE- OUTLET END) (TONGUE -INLET END) SECTION A -A A DIA. PRECAST CONCRETE END SECTION DETAIL "B" SKIRT D 1/32 TAPER PER INCH PER SIDE. HORIZONTAL FLARE NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH VERTICAL FLARE APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. SECTION B -B J OFFICE OF THE HAMILTON COUNTY SURVEYOR Catalog No. Heavy Duty 1. MACHINED OR NON- ROCKING BEARING SURFACES. NOT -TO -SCALE NOTE: ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE THEN 24" MAX., THEN 16" ON- CENTER. 11111 Sp F 19358 is STATE OF Q No TONAL E 0 "II111111 MACHINED HORIZONTAL VERTICAL BEARING SURFACE STORM MANHOLE DETAIL R- 1772 -C 5' -0" DITCH GRATE CASTING SETTING DETAIL NEENAH R -4342 STOOL TYPE DITCH GRATE NOT -TO -SCALE DO 3 3 m 0 J W D 0 w LLJ _Jz 0 0 z JOB NO.45370EQU m UJ a CO Q z Q z z z w 0 a z C� W I z z LU U SHEET NO. (801 SA4537051\dwg\C801-Storm Details.dwg, Layout, 2/28/2005 8:28:15 AM, zmaggard, 1:1 CONSULTING ENGINEERS LAND SURVEYORS INDIANAPOLIS MATCH CASTING OPENING REVISIONS