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Home My WebLink AboutC801 Storm DetailsOFFICE OF TIIE I-IAMILTOI\ COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DISCHARGE NOT ALLOWED MCH OR BLANKS AS SPECIF 19' 9 (MIN.) i SAFETY LEDGE STRUCTURE SIZING TABLE NON ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. 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 9 12 TO 18 24 24 DESIGN APPROVAL NO YES YES 12 TO 21 30 X 30 DESIGN APPROVAL NO YES YES 18 TO 21 1/ t MH /BOX DESIGN APPROVAL YES YES YES 21 TO 27 24 X 38. OR 36 X 36 DESIGN APPROVAL NO NO YES 12 TO 24 36 X 36 DESIGN APPROVAL NO YES YES 24 OR LARGER DESIGN APPROVAL DESIGN APPROVAL NO NO YES 24 OR LARGER 9 MH /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. HAMILTON COUNTY SURVEYOR'S OFFICE 24 REVISED: 1 FEB 2002 2 1/2 STANDARD PLAN D-18 APPROVED: KENTON C. '•D, HAMILTON OUNTY SURVEYOR 30 OFFICE OF TIIE I-IAMILTOI\ COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DISCHARGE NOT ALLOWED MCH OR BLANKS AS SPECIF 19' 9 (MIN.) i SAFETY LEDGE ASTING FRAME AND COVER AS SPECIFIED NON ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. B C NEEDED T (12 0 INCHES OF ADJUSTER RINGS MAXIMUM). il 24" DIAMETER FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 0 -RING GASKET NON- BUTYL ASPHALTIC MASTIC SEALR AT JOINTS. BENCH WALLS AT MINIMUM WALLS R TO O BE CONSTRUCTED TO SPRING LINE OF PIPE. ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE I I CONDITIONS. MATCH CONE TOP TO ADJUSTING RING PROFILE. 9 6" MINIMUM .NOTE: MANHOLE CONFORMS TO ASTM 478 48" DIAMETER PRECAST CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •6" WITH i F 1. 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 3" MINIMUM i ea •:a: g.. �ii9: *4 0 12" ON CENTER OR i9�� APPROVED ALTERNATIVE MANHOLE BASE SET II: �r ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE SODDED F R DA (CROSS HATCHED) SEWER STEEL NU S f WASHERS REVISED: 1 FEB 2002 40 J 5 I,, J cs GG e O CC 00 o� r� i 3 y ./0 i l 1 r C z o t 0 0. n� 'Y rh 1/ t STANDARD PLAN D -2O APPROVED: ATE KENTON C. WAR., AMILTON COUNT SURVEYOR TOP VIEW LAKE OUTLET FOR LAKE CROSS- OFFICE OF TIIE I-IAMILTOI\ COUNTY SURVEYOR IND:HRWATER HYDPO,b.;:DFD rr E.'F'.L St5O Y r3233633333.33333 TOF;M DISCHARGE NOT ALLOWED MCH OR BLANKS AS SPECIF 19' 9 (MIN.) i SAFETY LEDGE S (141:(.1 SODDED AREA B C T,4,- WrR (CROSS- HATCHED) END SECTION NORMAL POOL PRECAST SECTICIN 4 '1 G PEnUI.2FS NC000 SEE ANCI300 DE' AI 1 I W py a, fi t l da^, /,rG..N_Y6f 1,* T)0 L FOP END SECTIONS A(ETAI 1ECUIP0S TDE PLATE PRECAST 00WIN CONCRETE 10PP'1• ALL CIA 0101i BI.A. ".KET -CIO NCE.Erk. ILEA DWAL.L I RIP (.R. RENO MATTRESS' y IL z RAF NOTCH RIP -RAP INTO SLOPE A 00000 OR USE RENO MATTRESS 24 48 1/872 -1 P STORM r •'c r U a o al SI.Ji —F. 1 SODDED F R DA (CROSS HATCHED) SEWER STEEL NU S f WASHERS N" t -1 4 A 40 J 5 I,, J cs GG e O CC 00 o� r� i 3 y ./0 i l 1 r C z o t 0 0. n� 'Y rh 2 740 TOP VIEW LAKE OUTLET FOR LAKE CROSS- DETAII, OPTION (DRAWING: NOT TO SCA:.0 I IA ?/I -ILI T0 COUNTY Sty I1VEYOR' OF 30 REVI, 1 JAN; 0000 12 1/2 4.J4 APPROVE D STAN DA RI) PLAN r t D I 0 KENTON ('..W:' .HA'.,(1LTO COL'NCY.BLRVEY0R Di.1'E DIA. WALL G or T WT. SEC A B C D E DIA. +1 R -1 R -2 SKIRT 12 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 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 30 3 1/2 3 2190 12 54 19 3/473 3/4 60 31 18 5/16 15 5 33 3 3/4 3 3/8 3150 13 1/3 58 1/239 1 /497 3/4 66 34 23 3/4 17 1/2 5 1/2 36 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 5 3/4 48 5 4 1/4 6550 24 72 26 98 84 49 281/8 22 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 6 1/2 5 1/2 10630 24 78 21 99 102 67 35 11/16 24 7 1/4 72 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 1 NOTE: 6` STEEL FENCE "T POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION T0 HOUSE. z io PROPOSED GRADE 8 000 ri t 1 0 1 ALL MEASUREMENTS TO BE MEASURED 1 i e EXTENSION SECURED TO STEEL POST 18" FROM BACK 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) GRADE I 1 1_I 1- 1 I ^I 11_I T•I _4 I 0,2 I 11 SILTING' 1 4 s 1 0 UNDERCUT SWALE BY I -I TO ALLOW FOR FUTURE 11 I 11 -11 I -I WITH LESS THAN 1 I I 1 E 111 1X SLOPE p p O� w,: ff•' -�s� 0 -Oo ,--�O,. V O GO• ••p O �//,,no n nno cp• O •8 WASHED GRAVEL/ j "A" a� 1 jr j I 3 (MIN.) 1 I I -1 1 1E-1 11 1 OR CLASS WASHED STONE REDUCING T 1 j`. I II• O';11: 1 I -111 =111 0.2' 1 l SILTING' 111 111 1 17, 111=111 ALLOW FOR FUTURE UNDERCUT I 1_1 REQUIRED 111 -111 DRAIN (SSD) PIPE GRADIENT. FOR SIZES ELEVATIONS. NOT TO SCALE) 5. 41110°s3% L A•: WITH MINIMUM 0.6X SEE DEVELOPMENT PLAN INVERT 3 MINIMUM SLOPE 0.30/—* TYPICAL SWALE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 5/8 STANDARD PLAN D -16 MINIMUM 4" SSD MIN. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG 1/2 12" MIN. CO 5/B 18" MAX. MINIMUM 6" SUB STREETS (DRAWING SURFACE DRAIN D PIPE DIAMETER NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000 4 4.14L4 oo STANDARD PLAN SSD -1 APPROVED: -4 KENTO C. WARD, H ILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS- SECTIONS OPTION 2 SIDE PROFILE v ■.a. 2' FREEBOARD MIN. EXISTING GRADE I f I-. 11mo 1 =ri-r (MI T 1� I I 1 3 I I �I I H 11 i l l I- I- Y' 1 i� 1III I PROPOSED i l I 11 GRADE I 1 1_I 1- 1 I ^I 11_I T•I _4 I 0,2 I 11 SILTING' i .I 1 11 f 1 1 I I I I I —I 111 -11 El 1 E 1 =1 1 =111= UNDERDRAINS REQUIRED IN SWALES UNDERCUT SWALE BY I -I TO ALLOW FOR FUTURE 11 I 11 -11 I -I WITH LESS THAN 1 I I 1 E 111 1X SLOPE EXISTING GRADE .III 1 1 1 I I •r l I 1 i I 3 (MIN.) 1 I I -1 1 1E-1 11 1 r T �T I- 111 =111— T 1 I f f I PRO GRADE -1 11 -111-1 11 11 Fi UNDERCUT SWALE BY 1 I -111 =111 0.2' 1 l SILTING' 111 111 1 17, 111=111 ALLOW FOR FUTURE UNDERCUT I 1_1 111 1 1- 111 --111 111 I 11 I I i g GRAV ELL x �g O O x a IQ o 0 v PERFORATED SUBSURFACE 111 -111 DRAIN (SSD) PIPE GRADIENT. FOR SIZES ELEVATIONS. NOT TO SCALE) 5. 41110°s3% L A•: WITH MINIMUM 0.6X SEE DEVELOPMENT PLAN INVERT 3 1e" MINIMUM) AND DETAIL (DRAWING TYPICAL SWALE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 5/8 STANDARD PLAN D -16 APPROVED__ KENTON C. WARD, AMILTON C0U TY SURVEYOR DE BRIS GUARD LAKE CROSS- SECTIONS OPTION 2 SIDE PROFILE v ■.a. 2' FREEBOARD MIN. t Apron V -bar No. of 11-bar Boll "A' USE OUTLET OPTION 2 (DRAWING NOT TO SCALE) Size Size H -bars Size Dia. Dim. Inches Inches Req'd Inches Inches Inches i w 0 1/2 3 5/8 1/2 5 "x 5/8 4 3/4 1/2 7 CO 5/B 4 3/4 1/2 7 1/2 3/4 4 1 1/2 10 1/2 3/4 4 1 3/4 11 48 3/4 4 1/� 3pipe 3/4 12 54 3/4 3/4 4 5 1% :pipe 1' /:pipe 3!4 3/4 12 14 80 72 3/4 3/4 5 8 1 /zpipe I/2pipe 3/4 3/4 14 15 84 T TOP V IE Y�T 1/2 3 5/8 1/2 4 1/2 3 5/8 1/2 4 1/2 1/2 4 5/8 1/2 4 1/2 1/2 4 5/8 1:1 /2 5 DII 5/8 4 3/4 /2 5 ■■u ro ,wa e•rao� MI or cc 5/0 4 4445 3/4 /2 5 1/2 ■sour our ■s a W'o: "xrx,o^ 5/1 3/4 !2 5 1/2 3/4 1 3/4 IiIi /zpippipe 4 3e CO 3/ 4 ltf1 3/4 8 '_M 66 3/4 6 11/2pipe 3/4 8 _OM 72 3/4 6 1 1/2pipe 3/4 9 84 3/4 7 11/2pipe 3/4 10 90 3/4 7 11/2pipe 3/4 14 STEEL. BE Al LOWED NOT TO SCALE) NOTES: 1. BARS PLATES ARE HOT- ROLLED 2. BARS, PLATES, PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH PIPES WILL 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING HAMILTON COUNTY SURVEYOR'S OFIICE REVISED 1 JAN 2000 APPROVED: 4 ,1a.'-0-0 STANDARD PLAN D -12 KEN C. WA' 1, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS- SECTIONS OPTION 2 EASEMENT 15' MIN. 100 YEAR k 2' FREEBOARD MIN. t VARIES NORMAL POOL EMERGENCY 4 2' MAX. L_ 6' MIN. SPILLWAY _it: AT 100 YEAR N II 10' MIN. 3 USE OUTLET OPTION 2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 I APPROVED: .4344o0 STANDARD PLAN 7 D77 KENT C. WARD, MILTON COUNTY SURVEYOR DATE Standard Design Machined Horizontal Vertical Bearing D Wt Lbs- RMINIultR 24 1/2 M 35S .I! 1110111111111111111111 SLOPE 2" TO CENTER SIDE VIEW 23 1/4" Heavy Duty 1. MACHINED OR NON— ROCKING BEARING SURFACES. Catalog No. MATCH CASTING OPENING 22 3/4" --►I COMPLETELY SEAL CASTING BEARING SURFACE WITH 311 MIXTURE OF SAND AND PORTLAND CEMENT, 8" PRECAST CONCRETE R- 3501 --N NEENAH CURB INLET FRAME, GRATE CURB BOX DETAIL NOT —TO —SCALE MACHINED HORIZONTAL VERTICAL BEARING SURFACE STORM MANHOLE DETAIL R-1772-0 NOT —TO —SCALE MATCH CASTING OPENING 4 4 TOP VIEW n -III= III III III 11 1 -1 1 -1 1 —I EE I III III III III III III I 1 -1 I I I III i III II I III III -1. I I 1 I —I 1 I_ 111 -111 -1 _Ill —_Ill- 1 1/4 2 1/2" 1%2 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. 24" 2" 0.8' 5-0" 1 11 1 11 =1 11 =1 1 1-1 1 I 1 =1 I 1 =111 =111- 111 111 111- 111 =111 =111 111 =111 I i I TI 1 I- 111=111 I 11 :111E111— _Ill —_1 1 1=111=111=11 ,111 =111 1 0 23" 20" 23" 33" DITCH GRATE CASTING SETTING DETAIL NEENAH R -4342 STOOL TYPE DITCH GRATE NOT —TO —SCALE 5 1/4" 10 -0" O� 0 CD CD o 6' -8' PoP —RAP FiANDI.AID 0 i 3' -0" RIP —RAP DETAIL NOT —TO —SCALE -0" 5' -0" 5' 0" DIA. WALL C CE OF THE HAMILTON COUNTY SURVEYOR 0.0669' (GROOVE OUTLET END) (TONGUE -INLET END) SECTI ❑N A –A HE HAMILTON COUNTY SURVEYOR A IP MP DIA. NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. PRECAST CONCRETE END SECTION DETAIL "e" D SKIRT "a" 1/32 TAPER PER INCH PER SIDE. HORIZONTAL FLARE VERTICAL FLARE SECTI ❑N B –B "A" �G1STE y No 19358 STATE OF f Q ∎,,s`S /ONAL- �N 14 //riiii 11'1 00 r CO L!_ LLJ 1) LLJ Z Q U 0 L0 z co z 0 z (r) J F-- W cr O 0 1-- (n S C8 W 0 0 o HEET NO. 01 JOB NO.47175S1 z z J CL U LAND SURVEYORS CONSULTING ENGINEERS MATCH CASTING OPENING INDIANAPOLIS REVISIONS