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Home My WebLink Aboutpg. 17 C801 Storm DetailsOFFICE OF THE HAMILTON COUNTY S;; R\ E`_I'OR f 1 A.. Ni. 2' FOR CONCRETE l C R. END SECTIONS STRUCTURE SIZING TABLE A PIPE SIZE (INCHES) •;IDF PROFILE r•� 1 STRUCTURES GREATER THAN 48" FROM T/C TO INVERT TO VIEW F CASTING •3501 TL 1 TR SKIRT 12 TO 18 ,STEEL ALL THREAD i 1 _Old 1 /2" Ai'N DIAEI EF DESIGN APPROVAL 11 YES STEEL 1�f1. T5 'L F-- ;HERS I 30 X 30 DESIGN APPROVAL END PROFILE r 1 •T 1 =TX EL ALL THET'AL BOLT F'`l Ks, 1' :.L'NG YES 18 TO 21 15 MH /BOX DESIGN APPROVAL YES YES YES 21 TO 27 I'l X -1w X. WIDTH GI END 'SECTION ,LLTHREAD S TO E TWO PEE PC'C •3 EX: `V N Sl T:ON1 2.ALLTI1READ 24" END SECTION ALLS•EREA13 :DRAWING '3007 70 SCALE) H A MILTON COUNTY SURVEYOR'S OFFICE NO 3 E JAN 21300 YES APPROVED: r.. lk- 4J4,w04 STANDARD PLAN. .,■�11r.1' KENT L WARD _AI."_'L'oN COUNTY S:IR.VE` ='OR DATE DIA. OFFICE OF THE HAMILTON COUNTY SURVEYOR G or T STRUCTURE SIZING TABLE A 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 1 TR SKIRT 12 TO 18 24 X 24 DESIGN APPROVAL NO YES YES 12 TO 21 30 X 30 DESIGN APPROVAL NO YES YES 18 TO 21 15 MH /BOX DESIGN APPROVAL YES YES YES 21 TO 27 24 X 35. OR 38 X 36 DESIGN APPROVAL NO NO YES 12 TO 24 38 X 36 DESIGN APPROVAL NO YES YES 24 OR LARGER DESIGN APPROVAL DESIGN APPROVAL NO NO YES 24 OR LARGER 12 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. 9 HAMILTON COUNTY SURVEYOR'S OFFICE 38 REVISED 1 FEB 2002 42 APPROVED: STANDARD PLAN D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR 13 DIA. WALL G or T WT. SEC A B C D E DIA. +1 R -1 R -2 SKIRT 12 0.2' I 11 1-1 1 1 1% SLOPE 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 11/2pipe 3 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1/2 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 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 /2 39 1/497 3/4 66 34 23 3/4 17 1/2 5 1/2 36 5 4 3 1/2 4100 15 63 34 3/497 3/4 72 37 24 1/16 20 5 1/2 5 1/2 42 4 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 48 3/4 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 6 3/4 60 8 6 5 8750 30 60 39 99 96 61 36 3/4 24 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. 1 I I 11 I 1 1 1 2001 11 1772 2C r -r i T 1 I 1 I I I III .1-• PROPOSED GRADE -1 I -1 I- 11I =11 I-111-n- OPOSED 0.2' I 11 1-1 1 1 1% SLOPE R- 1772 —C R- 1772 —CVH 24 1/2 355 OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC BUTYL RUB OR RUBBER SEAL BETWEEN JOINTS. 24" DIAMETER EXISTING GRADE 1 I I 11 I 1 1 1 r= �1 1 1 :III -1 I I -1 I I_f T 1 I I_i I l- r -r i T 1 I 1 I I I III .1-• PROPOSED GRADE -1 I -1 I- 11I =11 I-111-n- OPOSED 0.2' I 11 1-1 1 1 1% SLOPE 7 UNDERCUT SW BY 1 1 i =1 11= 11El 1 E 11=1 I 1 11 UNDERDRAINS REQUIRED IN SWALES 1 I I1 in 11 11 WITH LESS THAN EXISTING GRADE •1 1 1:: i I T r 3 (MIN.) 3 (MIN.) ..r- r 1 I I 111 -i I I -i 1 -1 r1 rlT f T 1 I i 1 =11 i— PR OPOSED 1'i III GRADE I I 1 iI 1 —I 11 -111 -111 1 0.2' I I I rSILTiNG 1 11 1 1 UNDERCUT SWALE BY FOR FUTURE 1 I 11 I I lot 11 -1 TO ALLOW I 1 OO Q °°fir•' I 1 III III I �.8 GRAVEL 00 7. J i l I III I 1 I I x F >s. nt O PERFORATED SUBSURFACE 11 11 1 I I 1 DRAIN (SSD) PIPE GRADIENT. FOR SIZES ELEVATIONS. NOT TO SCALE) 5�,� O W% ��t WITH MINIMUM 0.5X SEE DEVELOPMENT PLAN INVERT REVISED: 1 JAN 2000 le" MINIMUM) AND DETAIL (DRAWING TYPICAL SWALE HAMILTON COUNTY SURVEYOR'S OFFICE KENTO C. WARD, H •ILTON COUNTY SURVEYOR DATE REVISED; 1 FEB 2002 1/2 7 1/2 STANDARD PLAN D -16 APPROVED: KENTON C. WARD AMILTON COU TY SURVEYOR D TE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC BUTYL RUB OR RUBBER SEAL BETWEEN JOINTS. 24" DIAMETER SIDE PROFILE f PRECAST CONCRETE ADJUSTER RINGS IF NEEDED 112 INCHES OP' RINGS MAXIMUM). 'is, N. V -bar FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 0-RING GASKET NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS. BENCH WALLS AT MINIMUM %2" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED E OF PIPE. TO SPRING LINE ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE -1 CONDITIONS. i 1 I CONE TOP TO MATCH ADJUSTING RING PROFILE. 7 :•(-2- 11F 2 a 6" MINIMUM !VOTE: MANHOLE CONFORMS TO ASTM 476 40" DIAMETER PRECAST CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •6'• WITH ��i NON SHRINK CEMENT GROUT. NOTE: STRUCTURES RE TO BE GROUTED FUL A L Y, TROWELED SMOOTH AND BR FINISHED. REINFORCED BAR Dim. PRECAST BASE 6" OR 5" PER SECTION 3" MINIMUM P f ;.�..1 APPROVED ALTERNATIVE ■ti ;'i::. 'C• •1 1- t: i. .•1-:•v...!r- ..9. MANHOLE BASE SET 4 i ON 6" OP' •2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 18 REVISED: 1 FEB 2002 5/8 STANDARD PLAN D-20 APPROVED: ATE KENTON C. WAR AMILTON COUNT SURVEYOR 0 f I 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 TO HOUSE. z PROPOSED GR C A SIDE PROFILE f ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. 'is, N. V -bar 18' LATERAL LOCATIONS SHALL BE STAMPED ON CURB. (SEE CURB STAMP DETAIL) "A" NOT TO SCALE) iX Size H-bars I ��i •n 0 4 Ca 19,?) .p AI, Dim. •8 WASHED GRAVEL OR CLASS "A" +�Y4�• WASHED STONE REDUCING T j y a j1: o' V?, Inches REQUIRED MINIMUM SLOPE 0.30'/. 1,7 ,I a 18 1/2 5/8 1/2 3 MINIMUM 4" SSD MIN. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG ilk 12" MIN. 24 18" MAX. MINIMUM 8" SUB SURFACE DRAIN D PIPE DIAMETER STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 3/4 REVISED: 1 JAN 2000 7 APPROVED: 44414 oo STANDARD PLAN SSD -1 KENTO C. WARD, H •ILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD STANDARD M A N H O L E I� qR ayy��;rr�yRx OR. PIPE SIZES 24'" T -IRU 66" h {4 PRECAST CONCRETE ADJUSTER FUNDS IF s 3k NEEDED ;12 INCHES OF RINGS MAXIMUM) DIAMETER j STANDARD lEA3VEIDS E CAP OR CONE SIDE PROFILE 2' FREEBOARD MIN. 1 1----1- VARIES Apron V -bar No. of 1 H -bar Bolt "A" NOT TO SCALE) Size Size H-bars I Size Dia. Dim. Inches Inches Req'd Inches Inches Inches I suoade adtd goat' 18 1/2 3 5/8 1/2 5 f r 80 33•'-38" 24 5/8 4 3/4 1/2 7 30 6/8 4 3/4 1/2 7 1/2 ''r''f •f /!f i� NOTE- MANHOLE CONFORMS TO I. 38 3/4 4 1 1/2 10 1/2 swiss ram -6" WITH 42 3/4 4 1 3/4 11 8' MIN, 3-11111-' i� j. 1 r 0 48 3/4 4 11/2pipe 3/4 12 54 3/4 4 11/2pipe 3/4 12 80 3/4 5 11/2pipe 3/4 14 72 3/4 5 1 /zpipe 3/4 14 84 3/4 8 !/zpipe 3/4 15 TOP VIEW i SOLT TO onto. r ISO. A ao■ •s oon c■■re s .■LT tun■ ■■an Y°•■s•ita suoade adtd punozi 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 21 1/2 4 5/8 1/2 5 24 6/8 4 3/4 1/2 5 27 5/8 4 3/4 1/2 5 1/2 30 5/8 4 3/4 1/2 5 1/2 38 3/4 4 1 3/4 8 42 3/4 4 1 3/4 B I s'• %_NN 48 3/4 5 1 3/4 8 ail —mi 54 3/4 5 !!]zpipe 3/4 8 60 3/4 5 1 3/4 8 88 3/4 8 11/2Pipe 3/4 8 _MO 'MI 72 3/4 8 1 /2P�e 3/4 9 84 3/4 7 11/4pipe 3/4 10 90 3/4 7 1 /zpipe 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 4.14,-1ero STANDARD PLAN D-12 KEN C. WA HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS SECTIONS OPTION 2 STANDARD M A N H O L E I� qR ayy��;rr�yRx OR. PIPE SIZES 24'" T -IRU 66" h {4 PRECAST CONCRETE ADJUSTER FUNDS IF s 3k NEEDED ;12 INCHES OF RINGS MAXIMUM) DIAMETER j STANDARD lEA3VEIDS E CAP OR CONE EASEMENT 15' MIN. i_ 1 100 YEAR 2' FREEBOARD MIN. 1 1----1- VARIES NORMAL POOL EMERGENCY 4 SPILLWAY 2' MAX. PIPE TURNS 8' MIN. AT 100 YEAR 11 I N 10' MIN. 1 1 USE OUTLET OPTION 2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 JAN 2000 40'• APPROVED: j4400 STANDARD PLAN D KENT C. WARD ,I MILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME AND COVER AS S PECIFIED S MASTIC OR i L�/ BUTYL RUI3HER SEAL BETWEEN 0 JOINTS 5" MINIMUM, STANDARD M A N H O L E I� qR ayy��;rr�yRx OR. PIPE SIZES 24'" T -IRU 66" h {4 PRECAST CONCRETE ADJUSTER FUNDS IF s 3k NEEDED ;12 INCHES OF RINGS MAXIMUM) DIAMETER j STANDARD lEA3VEIDS E CAP OR CONE 4. 6" MIA MUM 4' DIAMETER I MANHOLE Pli'E PIPE TURNS e NON- ASPHALTIC MASTIC- OR BUTYL 13ER SEAL BETWEEN JOINTS i '�IIA. F' DIA. "G" r e f 95" 40'• GREATER THAN 42 TO 9:0 DEG 06" 54 "-88" UP TO 8O DEG 84' 47" GREATER THAN 45 TO 011 DEG $4" 4c8" TURNS UP TO 411 DEG r 72" 42"-413" 0? TO 48 DEG f r 80 33•'-38" STRAIGHT THRU 0 1e" I $0'° 24 33" GREATER THAN 45 TO 918 DEG T YPICAL p.- PULL HEIGHT MANHOLE AS SPECIFIED CONCRETE BEDU 1 ER CAP ?I' ''r''f •f /!f i� NOTE- MANHOLE CONFORMS TO '00' "P r -NO BR CK 7 OR BLOCK WILL BE ALLOWED IN MANHOLE -0 -RING GASKET. NOt4 ASPHALTIC MASTIC GE DIA.. I' MIN, OVER HIGHEST PIPE X BUTYL RUSHER SELL BETWEEN JOINTS PREF O€ RED HOLE TO MAXIMUM -6" WITH i OF PIPE 0.D. NON- SHRINK CEMENT GROUT NCH WALLS AT MINIMUM s ti r r''" j PER P00? SLOP£. BENCH 9V ALLS TO HIE CONSTRUCTED f TO SPRING LINE OF PIPE. P 4 V ili 8' MIN, 3-11111-' i� j. 1 r 0 ONE COMPLETE GNU OF PRECAST CONCRETE (DRAWING NOT TO SCALE! MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE ,r REVISED; 1 FBB 2do2 r ‘.....z.„,,,,7' PROVED: e STANDARD PLAN D-21 AP XENTON C. W r, HAMILTON CO 'PITY SURVEYOR Ti5 ✓AR 8 4 1/2" MORTAR SLOPE 2' TO CENTER 11111 1 SIDE VIEW 8 MATCH CASTING OPENING COMPLETELY SEAL CASTING BEARING SURFACE WITH 3:1 MIXTURE OF SAND AND PORTLAND CEMENT, 8' PRECAST CONCRETE 3 CAO D'"C. RED: _3014840..- r-- 27 7/5 [708rnrnl FRAME. -25 3/8" [67047tI FRAME 26 I5697rm1 GRATE- 1' [25.,; HIGH LETTERS \*Not 3 19mm HIGH LETTER as 00 8 M 0 +74 04 °2,2903 oe 4' 4 4 TOP VIEW NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLIS AND (METRIC1 COMnONkJ, FRAME 3501 -0192, CRATE 3501 -0191 (ATRIAL CAST ,RAY IRON ASTM A- 48. CLASS 358 !NISH: NO PAINT WEIGHT; FRAME 214 GRATE 177€ WAS 350: 708 MATCH CASTING OPENING 8' •e o. MAC 91F. R- 3501 -L2 /5 ROLL FRAME AND GRATE n• N EE N G9 Aµ T I1\F 3501 4941B OFFICE OF THE HAMIL`I'ON COUNTY ,SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED HYDROSEnDED T MULCH OR 0150 BLANKET AS SPECIFIED OPTIONS FOR END GECTIOT -METAL' 12EOUIR11S TOE .'LATE. -PRECAST' SHOWN CONCRETE SLOPE WALL COS RET'T HEADWALL APPROVED PPECASS ND SECTION RE(IULRE�S A NCHOR. SEE A1: 01)05 IN ['AIL SODDED. AREA :T OSS ST,EEL NUTS T WASHERS GAB ON DT ANKET TOP VIEW 10 SASETY LEDGE 8 00[1 AREA CROSS 05 HATCHE Di END S NORMALPOOL w• MAX. RIP RAP OR RENO MATTRE LAKE OUTLET DET'AIL FOR LAKE CROSS -SECTION OPTION: r� (DRAWINv:501` r0 SPA IAMLTON COUNTY' SURVEYOR'S OFFICE KENTON C: TV ADP" O 00050'0 SURVEYOR REVISED: 1 SAN 2000 STANDARD PLAN D -10 NOTCH. RIP -RAP .31,1'0 SLOPE AS SHOWN OR :USE 5050 MATTRESS 10'— d=9) �Q o HA NDWD RIP —RAP DETAIL NOT —TO —SCALE 1 -0" 5 -0 5' -0" DIA. WALL OFFICE OF THE HAMILTON COUNTY SURVEYOR 0.0669' (GROOVE- OUTLET END) (TONGUE -INLET END) SECTI ❑N A -A B A DIA. +1 1 DIA. PRECAST CONCRETE END SECTION DETAIL 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. SECTI ❑N B -B Catalog No. Heavy Duty 1. MACHINED OR NON— ROCKING BEARING SURFACES. 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. NOT —TO —SCALE 0.8 MACHINED HORIZONTAL VERTICAL BEARING SURFACE 4 11111 111 11//J J N o. 19358 -o STATE OF 111111 STORM MANHOLE DETAIL R- 1772 -C DITCH GRATE CASTING SETTING DETAIL NEENAH R -4342 STOOL TYPE DITCH GRATE NOT —TO —SCALE 0 (0 m LL W LLJ 0 00 LIJ 7 W J Z 0 0 N Z SHEET NO. C801 JOB No.41760S4 m W 03 z 03 z z 0 z S:\4176054\dwgWF01-STMDTL.dwg, Layout, 8/26/2004 1:43:04 PM, bkay, 1:1 CONSULTING ENGINEERS LAND SURVEYORS MATCH CASTING OPENING REVISED PER TAC COMMENTS INDIANAPOLIS REVISIONS