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Home My WebLink About04120003.29110 Ila_ C) IN 1- 9 (14 C:) C:) N -4 T-4 AJI 0 E 0 L_ -4 C:I 00 pl Ln Ln 4 112' MORTAR 4 VARIES 4- L SLOPE 2' TO CENTER 4 8" as I .4 4 11. ().G 1CF: COMPLETELY SEAL CASTING BEARING SURFACE WITH 3:1 MIXTURE OF SAND AND PORTLAND CEMENT. 8' PRECAST CONCRETE 8" P4 MATCH CASTING OPENING T T`1 F T F \A1 MATCH 4 1` [25-1 HIGH LETTERS -3/4' 119) HIGH LETTERS Iniall 1-27 7/8" [708rnm] FRAME -26 3/8" [6701 FRAME- -26" [660mm] CRATE- E - - ----_---- 7 1_27 1/4' [6921] __36• 0 �914,m] < C. D t- < MATCH CASTING OPENING T❑P VIEW 11" [279] �5' (127-] E E T E E E E E - E E F E 5; ;1 E E 1 112 [38mm] rIl 2' 3 1/4' [83-] 78mmj NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT: FRAME 3591 -0192, GRATE 350193 MATERIAL -. CAST GRAY RON ASTM A4B, CLASS 35C FINISH: NO PANT WEIGHT- FRAME 214#, GRATE 177# WAS 3501 TG8 OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND VE COR AS FOR. PIPE SIZES 24" THRU 6 PR ECAST CONCRETE ADJ LISTER RINGS IF NEEDED 112 INCHES OF RINGS MAXIMUM). NON - ASPHALTIC 31ASTIC OR DIAMETER BIJTYL RUBBER -STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS 61, MINIMUM, 61, MINIMUM 4' DIAME7EF NON - ASPHALTIC MASTIC 0 E. B UTYL RUBBER SEAL BEtWEEN =KT5 -DIA, "F "- I' MIN. OVER, HIGHEST PIPE MANHOLE PIPE PIPE TURNS DIA "IT" DIA. "G' OFFICE OF THE HAMILTON COUNTY SURVEYOR__7 _-TE17- B R I S UARD 961, 6-4 �66- U? TO LID DEG SIDE PROFILE A ... V bar No of H-b., No. Bolt A" 4B' TURNS UP TO 45 DEG Size i.e Size Dil. D, 111. -8 WASHED GRAVEL nche. hith.. Re 'd I..hj .. 'd" W�--I- to 1/ 3 . . It 0. 24 a o 30 A he. 2 i/2 2 1-h-- 5 7 7 1/2 GREATER THAN 45 TO 90 DEG 1-:0 "I1l 36 3/4 A 2 10 I/Z 24 X 24 ••• 42 3/4 NO YES YES 3, All -,t.o'eum pipa' nd- t sml, 1.. :uie_ are tc 48 /4 4 1 apip. _/4 APPROVAL STANDARD PLAN 5 ITt:i ' ty t ... I— shall a-ch- d during 54 3/4 ] 4 I'2PI2e To 21 30 X 30 HAMILTON COUNTY S U E) R S 07FICE DESIGN II/,pIpe 60 314 1 5 I1,/Zpipej 3/4 ./4 14 4 SMOOTH AND BRUSH FINISHED. !/! 44 �1 APPROVAL 1280 :JETAL RrC.4STL REQUIRES ANCHOR PRECAST BASE ------ e 84 �3l F i,. 3/4 WH/BOX DESIGN TOP VIEW 12 1/2 3 5/8 15 2 5/8 3 1/2 1/2 4 4 1/ '2 MANHOLE FOR PIPE 18 1/2 4 5/8 1/ '/2 HAMILTON COUNTY SURVEYOR'S OFFICE 21 TO 27 21 1/2 4 5/5 11. M/2� NO NO 24 5/8 4 3/4 /2 r 15 1930 44 o 1 27 5/8 4 3/4 1 ' IA 12 TO 94 38 X 38 . 305/8 4 3/4 2 1/2 1 YES YES - 36 3/4 4 1 3/4 1 APPROVAL 19 3/473 42 3/4 4 1 3/4 24 OR LARGER DESIGN 15 40 3/4 5 1 3/4 No YES :DRAWINI N•-,T To SCALE; 54 3/4 6 1 'pipe 3/4 APPROVAL 97 3/ 66 60 /4 6 11/2 24 OR LARCBR 17 1/2 MH /BOX DESIGN YES I 'Pip. 3/4 4100 1 5 APPROVAL 34 3/497 3/4 APPEOVED: - DATE KINT ON WARD, HAM_ COUNTY SLEVEYuh 37 24 1/16 1 2 ipe 3/4 0 4 1/2 3 3/4 1 1 21 14 35 98 NOTES: 43 27 1/4 1 22 5 1/2 1. BARS & PLATES ARE HOT- ROLLED STEEL. 5 4 1/4 6550 2. BARS PLATES.& PIPIE ARE FINISHED 72 26 98 WITH 2 COATS OF ALUMINUM PAINT. 49 28 1/8 22 5 3/4 3. BOLTS ARE GALVINIZED 5 1/2,4 3/4 8040 27 4, NO REBAR THROUGH PIPES WILL BE ALLOWED 100 90 55 5. DEBRIS GUARD SHALL BE REMOVABLE 24 6 1/4 60 (DRAWING NOT TO SCALE) 5 HAMILTON COUNTY SURVEYOR'S OFFICE - 60 39 99 REVISED: I AN 2000 1 61 36 3/4 24 STANDARD PLAN 66 -172 _41- 4'a- 4' - 10630 D-12 _T8 APPROVED wj ,HAMILTON COUNTY SURVEYOR DATE 99 102 67 35 11/16 24 7 1/4 OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND VE COR AS FOR. PIPE SIZES 24" THRU 6 PR ECAST CONCRETE ADJ LISTER RINGS IF NEEDED 112 INCHES OF RINGS MAXIMUM). NON - ASPHALTIC 31ASTIC OR DIAMETER BIJTYL RUBBER -STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS 61, MINIMUM, 61, MINIMUM 4' DIAME7EF NON - ASPHALTIC MASTIC 0 E. B UTYL RUBBER SEAL BEtWEEN =KT5 -DIA, "F "- I' MIN. OVER, HIGHEST PIPE MANHOLE PIPE PIPE TURNS DIA "IT" DIA. "G' CASTING 961, _-TE17- _9 GR[jATFR THAN 45 0 GEG 961, 6-4 �66- U? TO LID DEG 841. 42- GREATER THAN 45 TO 90 DEG 84.1 4B' TURNS UP TO 45 DEG 7221 41 10" UP TO 45 DEG 111. -8 WASHED GRAVEL STRAIGHT THRU 60" 24 -33- GREATER THAN 45 TO 90 DEG FU;,L HEIGHT MANHOLE STEPS AS SPECIFIED CONCRETE REDUCER CAP NOTE, -MANHOLE CONFORMS TO ASTU C-478 -NO BRICK OR BLOCK WELL BE ALLOWED IN MANHOLE ASPHALTIC MASTIC N OR -0-RING GASKET. NO BUTYL RUBBER SEAL BETWEEN JOINTS PREFORMED HOLE TO MAXIMUM OF PIPE 0,D- -95" WITH NON-SHRINK CEMENT GROUT BENCH WALLS AT MINIMUM PER FOOT SLOPE. BENCH WALL TO BE CONSTRUCTED TO SPRING LINE OF PIPE. w, MIN -A 0 MEN, V all MIN Mlfflll///,�z , �_/ 0 F COMPLETE UNIT OF PRECAST CONCRETE (DRAVING NC7 TO SCAI El MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYORS OFFICE REVISED; 1 FEB 2002 STANDARD PLAN APPROVED: D-21 OFFICE OF THE HAMILTON COUNTY SURVEYO R STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING ZE LESS THAN 48 GREATER THAN QUALITY OF REQUIRED CASTING -3501 TL (I .1 S'NC HE FROM T/C TO 48" FROM T/C PIPES WILL T 111 ITY ENSTALLATiON CROSS E(, -R-3501N TR UNDERCUT SCALE BY 0.2- TO ALLOW FOR FUTU SELT NO INVERT TO INVERT REQUIRE Ow -8 WASHED GRAVEL " 0,41 V:N .RACE 9 13 (INCHES) SPE CIAL DESIGN 1-:0 "I1l III" MINIMUM)AND INVERT ELEVATIONS. END SECT:j." 12 TO 18 24 X 24 ••• DESIGN NO YES YES 3, All -,t.o'eum pipa' nd- t sml, 1.. :uie_ are tc to installed a of s<ist, .e7t the as 1 if , _t_y se.., 1. ,.sla:lsj _e h APPROVAL STANDARD PLAN 5 ITt:i ' ty t ... I— shall a-ch- d during construction pro To 21 30 X 30 HAMILTON COUNTY S U E) R S 07FICE DESIGN NO YES YES 4 SMOOTH AND BRUSH FINISHED. StIOWN,REQUIRES TOE PLATE VIF REND M;.7-rRE5z APPROVAL 1280 :JETAL RrC.4STL REQUIRES ANCHOR PRECAST BASE ------ 18 TO 21 CoI,ICRETE SLOPEWALL WH/BOX DESIGN YES YES YES STANDARD MANHOLE FOR PIPE APPROVAL 9 1/2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 21 TO 27 24 X 36. OR 25 DESIGN NO NO YES D-20 36. X 36 1930 APPROVAL 48 25 1/2 73 1/2 12 TO 94 38 X 38 ••• DESIGN NO YES YES 3 2190 12 APPROVAL 19 3/473 TOP VIEW 60 24 OR LARGER DESIGN 15 DESIGN NO No YES :DRAWINI N•-,T To SCALE; APPROVAL APPROVAL 97 3/ 66 34 24 OR LARCBR 17 1/2 MH /BOX DESIGN YES YES YES 4100 1 5 APPROVAL 34 3/497 3/4 APPEOVED: - DATE KINT ON WARD, HAM_ COUNTY SLEVEYuh • 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 NOTES 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 REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: -18 KENTON C HAMILTON C.UNTY SURVEYOR D I OFFICE OF THE HAMILTON I"YOR I _N S T A L -A_ T I N PIPELINE UTILITY CROSS SECTION'' -ILE DPAIN - R F A T -, E. UNDERWATER DISCHARGE NOT ALLO11ED I -11 F I 1EE T:LC HYDROSEEDED i MULCH OR 4:N UNDERDRAINS REQUIRED IN SFFD & SJ50 DLANKE T At SPECIFIED EXISTING GRADE C. LATERAL LOCATIONS SHALL BE STAMPED �4 5 MIN • ! SAFET° LEDGE T 111 ITY ENSTALLATiON CROSS E(, PROPOSED GRADE E -= I j TocALSI UNDERCUT SCALE BY 0.2- TO ALLOW FOR FUTU SELT NO -BGRAVEI 5 Ow -8 WASHED GRAVEL " 0,41 V:N .RACE 9 13 0 ODOO -PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH MINIMUM 0.51. GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES 1-:0 "I1l III" MINIMUM)AND INVERT ELEVATIONS. END SECT:j." PIPELINE NvTALLA JL T ION C R 0 1, 1 o TO CALEI 'Alen ust,,Iiing a '::e rCz l' edhe to 0 f�1111 mc Trcc,d- 1 L,t:,;ty t. h I. Ile -,4h-n !E oz.;" or b•, t:Ie 2 If u is is 7- utility iristaAati shiall z t 3, All -,t.o'eum pipa' nd- t sml, 1.. :uie_ are tc to installed a of s<ist, .e7t the as 1 if , _t_y se.., 1. ,.sla:lsj _e h c.tt j(s'-e _e as-, STANDARD PLAN 5 ITt:i ' ty t ... I— shall a-ch- d during construction pro 6 N.tify S-r-N., '3:7 t. KENTON C. WARDAAMILTON COUNTY HAMILTON COUNTY S U E) R S 07FICE TOE PATE 1, F r. D; __L_J AN 1000 15 1/2 NDARD PLAN 4 SMOOTH AND BRUSH FINISHED. StIOWN,REQUIRES TOE PLATE VIF REND M;.7-rRE5z REINFORCED BAR REINFORCED 1280 :JETAL RrC.4STL REQUIRES ANCHOR OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE OFFICE OF THE HAMILTON COUNTY SLTRVEYOF NOTE T -, E. UNDERWATER DISCHARGE NOT ALLO11ED I -11 F I 1EE O -PROPOSED GRADE Ed I F I E I HYDROSEEDED i MULCH OR 4" UNDERCUT BY 0.2* A LO!, O.SWALE ,FYT�l L, I UNDERDRAINS REQUIRED IN SFFD & SJ50 DLANKE T At SPECIFIED EXISTING GRADE C. LATERAL LOCATIONS SHALL BE STAMPED �4 5 MIN • ! SAFET° LEDGE I PROPOSED GRADE E -= I j .11 F-Ed 1 -11 11 UNDERCUT SCALE BY 0.2- TO ALLOW FOR FUTU SELT NO -BGRAVEI 5 Ow -8 WASHED GRAVEL ---I 9 13 0 ODOO -PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH MINIMUM 0.51. GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES 3 MINIMUM 4" SSD MIN, III" MINIMUM)AND INVERT ELEVATIONS. END SECT:j." MINIMUM 6" SUB SURFACE DRAIN TYPICAL NI)HUAL POOL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) SURVEYOR'S OFFICE HAMILTON COUNTY - 12 1/2 REVISED: 1 JAN 2000 3 STANDARD PLAN APPROVED A STANDARD PLAN APPROVED:- 1/21, PER FOOT SLOPE. BENCH D-16 I KENTON C. WARDAAMILTON COUNTY ---- ----- SURVEYOR TOE PATE 1, NOTE: lzii 15 1/2 OPTIONS FOR END SECTIONS Ch RIFAP INTO COPE AS SF_1WN 4 SMOOTH AND BRUSH FINISHED. StIOWN,REQUIRES TOE PLATE VIF REND M;.7-rRE5z REINFORCED BAR REINFORCED 1280 :JETAL RrC.4STL REQUIRES ANCHOR PRECAST BASE ------ . . . APPROVED ALTERNATIVE CoI,ICRETE SLOPEWALL 42 22 _ C(1,NCRETE HEADWALL 3" MINIMUM ON B" OF . 2 STONE STANDARD MANHOLE FOR PIPE NORMAL FC3L 9 1/2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 73 1/21 REVISED: 1 FEB 2002 - 25 STANDARD PLAN 14 ,,SODr:EP ARF. /CROSS ,iATCHEDV APPROVED: D-20 COUNT SURVEYOR KENTON C..WAR A ILT N CO KENTON WAR T 1930 10 1/2 48 25 1/2 73 1/2 5 SITCRM SEWER / // I "I I - _p 'P 28 17 3/4 S AT 13E 3 0 4 1/2 30 X, 3 2190 12 54 19 3/473 TOP VIEW 60 31 LAKE OUTLET DETAIL 15 5 FOR LAKE CROSS-SECTION OPTION 3 3 3 43 3 8 :DRAWINI N•-,T To SCALE; 13 1/3 58 1/2 I V L OFFT HAMILTON COUNTY - V 0 97 3/ 66 34 RE`: IS FT) 2oo Q 17 1/2 5 1/2 36 STAND:iRD PLAN 3 L/2 4100 1 5 34 3/497 3/4 APPEOVED: - DATE KINT ON WARD, HAM_ COUNTY SLEVEYuh 37 24 1/16 20 OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE ASTING FRAME AND COVER AS SPECIFIED NOTE T -, E. EXTENSION TO BE SECURED TO STEEL POST I -11 F I 1EE O -PROPOSED GRADE Ed I F I E I HOUSE. 4" UNDERCUT BY 0.2* A LO!, O.SWALE ,FYT�l L, I UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1/ SLOPE EXISTING GRADE C. LATERAL LOCATIONS SHALL BE STAMPED 3 (MIN.) I PROPOSED GRADE E -= I j .11 F-Ed 1 -11 11 UNDERCUT SCALE BY 0.2- TO ALLOW FOR FUTU SELT NO -BGRAVEI 0 Ow -8 WASHED GRAVEL (C 9 13 0 ODOO -PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH MINIMUM 0.51. GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES 3 MINIMUM 4" SSD MIN, III" MINIMUM)AND INVERT ELEVATIONS. 10 MAX. MINIMUM 6" SUB SURFACE DRAIN TYPICAL SWALE DETAIL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) SURVEYOR'S OFFICE HAMILTON COUNTY - 12 1/2 REVISED: 1 JAN 2000 REVISED: I FEB 2002 STANDARD PLAN APPROVED A STANDARD PLAN APPROVED:- 1/21, PER FOOT SLOPE. BENCH D-16 I KENTON C. WARDAAMILTON COUNTY ---- ----- SURVEYOR MINIMUM WIDTH 1.25 (O.D.)-12' '0.D SAND OR OTHER NON 'L, FINE NON - COMPRESSIBLE LOW VOID MATERIAL. 90* RIGID PIPE BEDDING DETAIL (CONCRETE PIPE) NOT-TO-SCALE BACKFILL WITH CLEAN GRANULAR MATERIAL PER REQUIREMENT OF INDIANA DEPARTMENT OF HIGHWAYS (MECHANICAL COMPACTION TO 95% PROCTOR DENSITY). IQ 00 00 I 01-CI OQ 2'- 0 5'- 0 C) L-3�b 0 0 O RAP HANDILMD 6'-e 10P- mad I 5'- 0 qa < T 13 0 RIP-RAP DETAIL NOT-TO-SCALE 07;'FICE CF TF _.0UNTY SURVEYOR. _F BA"MILTO'N C, FOR CONCRETE END S F C 'Il 0 N-S SIDE PROFILE TOP V E W ------ ---------- 'GEL ALL IHR'EA:_� I1:L1;, D� ------ SrEE E END PR PI _L RIAD T FI".xS PG X Wj:�,7ij CF EtiD SECrIGN ALLTFREAD TO RE TWO FEE !CO ". EX! SLCI�`I!f _:,LTFPE_-j ��--Cr]O, _,�IAU - 24" END L_ 0R.AW:NG NOT �',; SCALE' -Y Y Q R 0 F F I C F i T 7 S t: R V HAN COUNTY JAN STA"�FJARD PLAN ;44�� R0%--ED:, _-7-An APPI v :T , 17 KI P� z C B 'A' D1A.+1 DIA. WALL 0.0669' GROOVE-OUTLET END) ((TONGUE-INLET END) SECTION A-A OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY .SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NOTE 6" STEEL PENCE ("T") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAR TAPE TEMPORARY EXTENSION ABOVE GROUND TO 13E REMOVED UPON CONNECTION TO HOUSE. 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. C. LATERAL LOCATIONS SHALL BE STAMPED PROPOSED 181, ON CURB. (SEE CURB STAMP DETAIL) GRADE CI 4 • 0 0 ()o 0 \j UOOO O�O��O 0 0 FULL HEIGHT MANHOLE-,' -8 WASHED GRAVEL OR CLASS "A" WASHED STONE 9 13 REDUCING T REQUIRED MINIMUM SLOPE + ❑ 3 MINIMUM 4" SSD MIN, 1-1 .11, 10 MAX. MINIMUM 6" SUB SURFACE DRAIN 1) • PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 12 1/2 REVISED: 1 JAN 2000 PREFORMED HOLE TO MAXIMUM STANDARD PLAN APPROVED A SSD -1 KENTOWIC. WARD, HAAILTON COUNTY SURVEYOR DATE 1/21, PER FOOT SLOPE. BENCH 43AAoc) 07;'FICE CF TF _.0UNTY SURVEYOR. _F BA"MILTO'N C, FOR CONCRETE END S F C 'Il 0 N-S SIDE PROFILE TOP V E W ------ ---------- 'GEL ALL IHR'EA:_� I1:L1;, D� ------ SrEE E END PR PI _L RIAD T FI".xS PG X Wj:�,7ij CF EtiD SECrIGN ALLTFREAD TO RE TWO FEE !CO ". EX! SLCI�`I!f _:,LTFPE_-j ��--Cr]O, _,�IAU - 24" END L_ 0R.AW:NG NOT �',; SCALE' -Y Y Q R 0 F F I C F i T 7 S t: R V HAN COUNTY JAN STA"�FJARD PLAN ;44�� R0%--ED:, _-7-An APPI v :T , 17 KI P� z C B 'A' D1A.+1 DIA. WALL 0.0669' GROOVE-OUTLET END) ((TONGUE-INLET END) SECTION A-A OFFICE OF THE HAMILTON COUNTY SURVEYOR SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC - OR BUTYL RUBBER __\ SEAL BETWEEN JOINTS - 4, A, 4 _ PRECAST CONCRETE ADJUSTER RINGS IF DIA. +1 NEEDED 12 INCHES OF RINGS MAXIMUM). 24" DIAMETER - SKIRT 12 ECCENTRIC CONE OR REDUCER 1/2 CI 4 MATCH ADJUSTING RING PROFILE. 1ILLWAY ------ x FULL HEIGHT MANHOLE-,' 100 YEAR STEPS AS SPECIFIED. 9 13 3 61, MINIMUM 07;'FICE CF TF _.0UNTY SURVEYOR. _F BA"MILTO'N C, FOR CONCRETE END S F C 'Il 0 N-S SIDE PROFILE TOP V E W ------ ---------- 'GEL ALL IHR'EA:_� I1:L1;, D� ------ SrEE E END PR PI _L RIAD T FI".xS PG X Wj:�,7ij CF EtiD SECrIGN ALLTFREAD TO RE TWO FEE !CO ". EX! SLCI�`I!f _:,LTFPE_-j ��--Cr]O, _,�IAU - 24" END L_ 0R.AW:NG NOT �',; SCALE' -Y Y Q R 0 F F I C F i T 7 S t: R V HAN COUNTY JAN STA"�FJARD PLAN ;44�� R0%--ED:, _-7-An APPI v :T , 17 KI P� z C B 'A' D1A.+1 DIA. WALL 0.0669' GROOVE-OUTLET END) ((TONGUE-INLET END) SECTION A-A OFFICE OF THE HAMILTON COUNTY SURVEYOR SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC - OR BUTYL RUBBER __\ SEAL BETWEEN JOINTS - 4, A, 4 _ PRECAST CONCRETE ADJUSTER RINGS IF DIA. +1 NEEDED 12 INCHES OF RINGS MAXIMUM). 24" DIAMETER - SKIRT 12 ECCENTRIC CONE OR REDUCER 1/2 CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO 4 MATCH ADJUSTING RING PROFILE. 1ILLWAY ------ x FULL HEIGHT MANHOLE-,' 100 YEAR STEPS AS SPECIFIED. 9 13 3 61, MINIMUM 2 1 4 MANHOLE CONFORMS 740 TO AST14 475 O-RING GASKET NON- 46 ASPHALTIC MASTIC OR---\ BUTYL RUBBER SEA L __41tDIAMETER PRECAST CONCRETE SECTION AT JOINTS. 12 1/2 HAMILTON COUNTY SURVEYOR'S 01�'FICE PREFORMED HOLE TO MAXIMUM 18 --OF PIPE O.D. -5" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. 1/21, PER FOOT SLOPE. BENCH 43AAoc) WALL TO BE CONSTRUCTED--,., 73 TO SPRING LINE OF PIFE. R NOTE: lzii 15 1/2 STRUCTURES ARE TO BE GROUTED FULLY.TROWELED 4 SMOOTH AND BRUSH FINISHED. D -8 REINFORCED BAR REINFORCED 1280 12' ON CENTER OR ' PRECAST BASE ------ . . . APPROVED ALTERNATIVE R a" PER SECTION 11, 42 22 -MANHOLE BASE SET 3" MINIMUM ON B" OF . 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 2411 9 1/2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 73 1/21 REVISED: 1 FEB 2002 - 25 STANDARD PLAN 14 4 1/2 APPROVED: D-20 COUNT SURVEYOR KENTON C..WAR A ILT N CO KENTON WAR T OFFICE OF THE HAMILTON COUNTY SURVEYOR LADE CROSS- SECTIONS WT. SEC I -OPTION 3 8 C 2 FREEBOARE MIN NGHIAAI, POOL E DIA. +1 10C, YEAR, R-2 SKIRT 12 2 11 1/2 tl 4 - 24 1ILLWAY 72 7/8 24 100 YEAR 1/16 9 13 3 15 2 1 4 2 740 6 UT S E OUTLET OPTION 46 73 'DRAWING NOT TO SCALE) 16 12 1/2 HAMILTON COUNTY SURVEYOR'S 01�'FICE DIA. EASEMENT G or T WT. SEC I MIN 8 C 2 FREEBOARE MIN NGHIAAI, POOL E DIA. +1 10C, YEAR, R-2 SKIRT 12 2 11 1/2 EMF]RGEN CY 41 4 - 24 1ILLWAY 72 7/8 24 100 YEAR 1/16 9 13 3 15 2 1 4 2 740 6 UT S E OUTLET OPTION 46 73 'DRAWING NOT TO SCALE) 16 12 1/2 HAMILTON COUNTY SURVEYOR'S 01�'FICE 3 1/2 18 2 1 2 I JAN "�000 990 9 43AAoc) TANDAED ?LAN 73 36 APPROVED 15 1/2 12 4 F,L,NjON C W"�F�u MILTON COUNTY DATE - - D -8 1 1280 DIA. WALL I G or T WT. SEC I A 8 C D E DIA. +1 R-1 - R-2 SKIRT 12 2 11 1/2 530 1 4 - 24 - 48 1 /8 72 7/8 24 13 110 1/16 9 13 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 42 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 1/21 48 25 16 11/16 14 4 1/2 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 3/473 3/ 60 31 118 5/16 15 5 33 3 3 43 3 8 3150 13 1/3 58 1/2 39 1/4 97 3/ 66 34 23 3/4 17 1/2 5 1/2 36 4 3 L/2 4100 1 5 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 1 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 24 6 1/4 60 6 5 8750 30 60 39 99 96 1 61 36 3/4 24 6 3/4 66 -172 5 1/2 10630 24 _T8 21 99 102 67 35 11/16 24 7 1/4 72 7 6 12 520 34 78 21 99 108 73 38 5/8 24 7 3/4 78 7 1 Z2 6 1 /2114430 24 1 21 99 114 79 9 41 15/16 24 8 1/2 84 1 8 7 - 16,350 ')A 75Z 1 21 99 120 85 144 13/161 24 9 OP 22 3/4" D 36 111111M.- Heavy Duty 1. MACHINED OR NON-ROCKING BEARING SURFACES. 'IFf CGtC11OgNo. _] MACHINED HORIZONTAL VERTICAL BEARING SURFACE STORM MANHOLE DETAIL R-1772-C K I /_1 _r _rn A I Standard Design Machined Horizontal Vertical Bearing D wt. Lbs. W 0 IY < 0 STOEPp Ld I— . ......... 0 1: No. Ld 19358 W R-1 772-C R-1772-CVH124 1/21 355 m CO Z 0 U) > LLJ INCH PER SIDE. HORIZONTAL FLARE NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH VERTICAL FLARE SECTION B-B APPLICABLE PORTIONS OF A.S.T.M, SPECIFICATION C76. PRECAST CONCRETE END SECTION DETAIL 1 23" 1 1 /4" /4' 2 0 /2' A 2 1 1 NOTE: 23" I ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND 33" HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE THEN 24" MAX., THEN 16" ON-CENTER. DITCH GRA TE CASTING SETTING DETAIL NEENAH R-4342 STOOL TYPE DITCH GRATE NOT-TO-SCALE Cn < 0 to o >_ I LIJ > x 00 D r- 0 Z < _j UJ Ld I r- Z 0 0 Uc') 0 Z LC) F- _j 0 V) _j 00 (D CL_ < Z C) Z 0 < 0 7p W 0 IY < 0 STOEPp Ld I— . ......... 0 1: No. Ld 19358 W - Ld STATE OF /* Az H- LLJ 0 %%% < 0 0 LLJ Z LL Y W Z 0 L'i P 0 Lj_j INCH PER SIDE. HORIZONTAL FLARE NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH VERTICAL FLARE SECTION B-B APPLICABLE PORTIONS OF A.S.T.M, SPECIFICATION C76. PRECAST CONCRETE END SECTION DETAIL 1 23" 1 1 /4" /4' 2 0 /2' A 2 1 1 NOTE: 23" I ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND 33" HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE THEN 24" MAX., THEN 16" ON-CENTER. DITCH GRA TE CASTING SETTING DETAIL NEENAH R-4342 STOOL TYPE DITCH GRATE NOT-TO-SCALE Cn < 0 to o >_ I LIJ > x 00 D r- 0 Z < _j UJ Ld I r- Z 0 0 Uc') 0 Z LC) F- _j 0 V) _j 00 (D CL_ < Z C) Z 0 < 0 7p W 0 0 STOEPp Ld I— . ......... 0 1: No. F- UJ 19358 W - Ld STATE OF /* Az �%NAL LLJ 0 %%% INCH PER SIDE. HORIZONTAL FLARE NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH VERTICAL FLARE SECTION B-B APPLICABLE PORTIONS OF A.S.T.M, SPECIFICATION C76. PRECAST CONCRETE END SECTION DETAIL 1 23" 1 1 /4" /4' 2 0 /2' A 2 1 1 NOTE: 23" I ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND 33" HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE THEN 24" MAX., THEN 16" ON-CENTER. DITCH GRA TE CASTING SETTING DETAIL NEENAH R-4342 STOOL TYPE DITCH GRATE NOT-TO-SCALE Cn < 0 to o >_ I LIJ > x 00 D r- 0 Z < _j UJ Ld I r- Z 0 0 Uc') 0 Z LC) F- _j 0 V) _j 00 (D CL_ < Z C) Z SHEET N0. C801 cos NO. 47175S2 < < _j LL < _j < 0 7p W Y_ 0 Ld I— :2 0 1: r y F- UJ 0 <0 - Ld SHEET N0. C801 cos NO. 47175S2 < < _j LL <