The URL can be used to link to this page

Home My WebLink About06070029.184 J� a ,! N N rN Cr• O N 7 M J 3 v vi �C E 0 0 GO -0 Dl 3 M Q kD • 8' PRECAST CONCRETE 112' MORTAR Li H Q SLOPE 2' TO CENTER 00 • ! 8rr Orr MATCH CA )NOG 0 ENING SIDE VIEW f�Tt Tf P*:1 MATCH CASTING OPENING 8' 8' LO on- Z z W C3 Z V L) `A \ 2 U • f • '' J— TOP VIEW 9 -111IG Ott 8aW gate and Frame Dimensions in inches NO. i A B C E F G H - 1878 -B7G 25 1/2x37 1/2 1 1/2 24x36 30x42 4 1 3/8x5 1 R-1 878-137G STORM INLET FRAME AND GRATE DETAIL NOT —TO —SCALE OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES OFFICE OF THE HAMILTON COUNTY SURVEYOR ANGLE AND STEPS LAKE CROSS- SECTIONS CASTING SODDED AREA �T OPTION 2 GREATER THAN QUALITY OF EASEMENT CASTING •3601 TL I6' MIN � e FROM T/C TO 10' FROM T/C 100 YEAR 2' FREEBOARC MIN SLOP F, •R -360IN _ __ _ _ __ -ARIES SODDED AREA 1 INVERT V- NORMAL POOL EMERGENCY Iq'��, REQUIRE � w SPILLWAY 2' MAX. i TOP VIEW I,AKI1 OUTLET DF'.TAiL AT 100 YEAR 8' MIN. I 3DRAxtNO N;iT' TO 3CAI.E) SPECIAL DESIGN 10' MIN. REVISED' 1 JAN 2000 SO" 33 " -36" STRAIGHT THRU 16 3 24 X 24 ••• USE OUTLET OPTION 2 NO YES (DRAWING NOT TO SCALE) __. C�CRBTE REDUCER CAP REVISED: 1 FEB 2002 HAMILTON COUNTY SURVEYOR'S OFFICE APPROVAL -MANHOLE CONFORMS TO ASTM C -478 APPROVED: -NO BRICK DR BLOCK WILL B£ ALLOWED IN MANHOLE 12 TO 21 30 X 30 ••• REVISED 1 JAN 2000 NO YES / APPROVED � A�ldv STANDARD PLAN 8 PREFORMED ROLE TO MAXEMUiI D _ Of PIPE O.D. •6" WITH KENTON C WARD, NON- SNRENK CEMENT GROUT 10 TO 21 �/ YH /BOX OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SODDED AREA �T LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3601 TL (INSIZE CHES) FROM T/C TO 10' FROM T/C PIPES WILL SLOP F, •R -360IN 4 TR SODDED AREA 1 INVERT TO INVERT REQUIRE � w z: �U+7E& i TOP VIEW I,AKI1 OUTLET DF'.TAiL (INCHES) I 3DRAxtNO N;iT' TO 3CAI.E) SPECIAL DESIGN MILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SODDED AREA �T LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3601 TL (INSIZE CHES) FROM T/C TO 10' FROM T/C PIPES WILL SLOP F, •R -360IN 4 TR SODDED AREA 1 INVERT TO INVERT REQUIRE � w z: �U+7E& i TOP VIEW I,AKI1 OUTLET DF'.TAiL (INCHES) I 3DRAxtNO N;iT' TO 3CAI.E) SPECIAL DESIGN f x_72" UP 70 46 DEG REVISED' 1 JAN 2000 SO" 33 " -36" STRAIGHT THRU 16 12 TO 18 24 X 24 ••• DESIGN NO YES YE9 __. C�CRBTE REDUCER CAP REVISED: 1 FEB 2002 •� 1 NOTE: APPROVAL -MANHOLE CONFORMS TO ASTM C -478 APPROVED: -NO BRICK DR BLOCK WILL B£ ALLOWED IN MANHOLE 12 TO 21 30 X 30 ••• DESIGN NO YES YES HIGHEST PFPB 8 PREFORMED ROLE TO MAXEMUiI APPROVAL Of PIPE O.D. •6" WITH 48 3/4 5 1 NON- SNRENK CEMENT GROUT 10 TO 21 �/ YH /BOX DESIGN YES YES YES 72 MINIMUM 4" SSD 84 3/4 7 1 z i e 3/4 APPROVAL 8" MEN. 3" MIN -- r j 21 TO 27 24 X 36. OR ••• DESIGN NO NO YES D -PIPE DIAMETER 30 X 36 APPROVED......_ APPROVAL KENTON C. W , IiAM[L74R CO�dNTY SURVEYOR INDIVIDUAL LOTS 5. DEBRIS GUARD SHALL BE REMOVABLE 12 TO 24 36 X 38 ••• DESIGN NO YE9 YES 1 JAN 2000 60 STANDARD PLAN APPROVAL D -12 KEN C.WA COUNTY SURVEYOR DATE E4 OR LARGER DESIGN ••• DESIGN NO NO YES 66 APPROVAL 23 3/4 APPROVAL 5 1/2 36 4 24 OR LARGER 4100 YH /BOX DESIGN YES-- YES YE9 37 24 1/16 20 APPROVAL 42 4 1/2 3 3/4 • PIPES NO LARGER THAN 18" CAN BE USED IN THE 21 SIDE OF THIS BOX. II NOTE: AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ••• SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT RILL BE A Y.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 REVISED: ) FEB 2002 zo STANDARD PLAN APPROVED D -18 KENTON C.1 D. HAMILTON OUNTY SURVEYOR E OFFICE OF THE HAMILTON COUNTY COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED HYDROSEEDED & MULCH OR i SEED & 3150 BLANKET AS SPECIFIED 10' , SAFETY LEDGE Il r I)ELF I Ed I I —I r,1 -1_•�A •'s 4:' P OPOSED GRADE I —I -� PRECAST CONCRETE ADJUSTER RINGS 3F SODDED AREA �T ((NOBS HATCHED) I END SECTION N, C'.N STORM SEVER i NORMAL POOL � 2' MAX Att FOR N REQUIFF4 - SSE ANCHOP. UE'1 A!L _ S �OPT10N5 FOP. N. , ' SECT[ONS ' - METAL- REI UiRFS TOE PLACE � - PRECAST �JXN z• - CONl.RE ?E :.OPP.W ALL GABON RIP -RAP BLANKET UH NOTCH RIP -RAP INTO -CONCkETR i "ADXALL RENO MAT:'RSSS �I,ODR AS SHOWN 'I OR USE RENO MATTRESS SLOP F, UNDERCUT 9WALE HY 0.2' _ jr! I TO ALLOW POR FUTURE 9[LTtNC IIIILLL!III' sr- SODDED AREA 1 (CROSS -}[p TCHHD) 42 3/4 4 1 RC _. SiOFM SEVER � w z: �U+7E& i TOP VIEW I,AKI1 OUTLET DF'.TAiL l FOR LAKE CROSS-SECTION OPTION 2 I 3DRAxtNO N;iT' TO 3CAI.E) HAMILTON COUNTY SURVEYOR'S OF'F'ICE f x_72" UP 70 46 DEG REVISED' 1 JAN 2000 SO" 33 " -36" STRAIGHT THRU 16 STANDARD PLAN `� SWALE DETAIL AF }'ROVED •4'1'�''bO � D 1 O KENl'oN C.W ,F[ANILTO CUON2Y SURVEYOR DATE I. ASHt OFFICE OF THE HAMILTON HAMILTON COU >�ITY SURVEYOR CAST]NG FRAME STANDARD MANHOLE ANSP�C3F[EDAS FOR PIPE SIZES 24" THRU 66" Il r I)ELF I Ed I I —I r,1 -1_•�A •'s 4:' P OPOSED GRADE I —I -� PRECAST CONCRETE ADJUSTER RINGS 3F UNDERCUT 9WALE BY 0,2' - — TO ALLOW FOR FUTURE SILTING' — El I I —I_I— I —I I —I I III — III — III — III — III — III —I • Y NEEDED f32 INCHES OF RINGS MAYfxCML NON-ASPHALTIC - MABTIC OR BUTYL RUHBeR p)Ax ETER'> STANDARD PRECAST MANHOLE CAP OR CONS SEAL BETWEEN 1 I 1 =1 I I —i 11 =r1� JD3HTs — III — III — III — III —I r r -;.. 5" MLN1MUx 6^ x1::lYllx UNDERCUT 9WALE HY 0.2' _ jr! I TO ALLOW POR FUTURE 9[LTtNC IIIILLL!III' MANHOLE PIPE P3PE TURNS I I I III —ITII III III III —I GR 42 3/4 4 1 98" 48' CR3A7ER THAN 16 TO 00 CEG � w NON- ASPHALTIC MASTIC SO" 54" -68" UP TO 60 DEC IV O OR BUTYL RUBBER SEAL BL2H «£N JOINTS 84" 42" GREATER THAN 46 TO fam DEG PERFORATED SUBSURFACE DRAIN (SSD)PIPE "- ^-� O4" 46" TURNS UP TO 46 DEG WITH MINIMUM 0.6% GRADIENT. 966 DEVELOPMENT PLAN FOR SIZES f x_72" UP 70 46 DEG (0" MINIMUM) AND INVERT ELEVATIONS. SO" 33 " -36" STRAIGHT THRU 16 a B4 3/4 8 1 zpipe 3/4 F TYP]CAL 6O" 24 "-39" GREATER THAN 45 TO 00 DELL SWALE DETAIL PUi.G HEIGHT MANHOLE "'r :::�•'-. (% - � ---•'� STEPS A3 SPECIFIED 1/2 __. C�CRBTE REDUCER CAP REVISED: 1 FEB 2002 •� 1 NOTE: ;I! -MANHOLE CONFORMS TO ASTM C -478 APPROVED: -NO BRICK DR BLOCK WILL B£ ALLOWED IN MANHOLE D -16 •—•f •0 -R[Ntl OASKIiT, A`ON• SURVEYOR TB DIA. ASPHA LTTC MASTIC aR BUTYL RUBB3SL SEAL 1/2 !'MIN. OVER BETYR$N�JOtNTB a 36 3/4 4 1 HIGHEST PFPB 8 PREFORMED ROLE TO MAXEMUiI 3/4 Of PIPE O.D. •6" WITH 48 3/4 5 1 NON- SNRENK CEMENT GROUT B �/ 8 BENCH WALLS AT MINIMUM • '/ " PBR F007 SLOPE. BENCH " ` iI'ALL9 1'D HE CONS4RULTBp � 8 .•'.l . • �, 70 SPRING LFNE OF PIPE. 9" MIN. 72 MINIMUM 4" SSD 84 3/4 7 1 z i e 3/4 30 8" MEN. 3" MIN -- r j 4 1Z2 ONE COMPLETE UNIT OF PRECAST CONCRETE � (DRAWING NOT TO SCALE. MANHOLE BAST AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE 110 1/2 P.BVI9ED: 1 FEB 2002 D -PIPE DIAMETER STANDARD PLAN APPROVED......_ D -21 KENTON C. W , IiAM[L74R CO�dNTY SURVEYOR 1 I I i vo OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE NOTE' T I_I 11 =I1 T 1 I ,- i I=1 11 =1 I i- Il r I)ELF I Ed I I —I r,1 -1_•�A •'s 4:' P OPOSED GRADE I —I -I — — - —I I -1 —I I I I —I —i I I— III — III —� I I— III — UNDERCUT 9WALE BY 0,2' - — TO ALLOW FOR FUTURE SILTING' — El I I —I_I— I —I I —I I III — III — III — III — III — III —I UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1% SLOPE EXISTING GRADE 18 1/2 3 5/8 3 lM1N.3 i 1 —I 1 I 1 =1 I I —i 11 =r1� Tr1 I =1 I ICJ 1= II I , —'- — III — III — III — III —I r r -;.. -1�"",�PROP09ED GRADE I I ICI _ r� —I IIIIII —I I II O CC)CJad UNDERCUT 9WALE HY 0.2' _ jr! I TO ALLOW POR FUTURE 9[LTtNC IIIILLL!III' — III —III —I oaV.CeJ °O I I I III —ITII III III III —I GR 42 3/4 4 1 COoOOg OO � w O O IV O O PERFORATED SUBSURFACE DRAIN (SSD)PIPE 0 ^0 �,J WITH MINIMUM 0.6% GRADIENT. 966 DEVELOPMENT PLAN FOR SIZES 14 (0" MINIMUM) AND INVERT ELEVATIONS. 3' a B4 3/4 8 1 zpipe 3/4 TYPICAL SWALE DETAIL 1/2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 1/2 4 1/2 REVISED: 1 FEB 2002 1/2 1/2 4 1/2 5 STANDARD PLAN APPROVED: - - D -16 KENTON C. WARD AMILTON COUNTY SURVEYOR TB OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD NOTE' WT. SEC SIDE PROFILE Apron V -bar Na. of H -bar Bolt "A" Size Size H -bar• Size Die. Dim. Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/2 5 a 24 5/8 4 3/4 1/2 7 w 30 5/8 4 3/4 1/2 7 1/2 36 3/4 4 1 1/2 30 1/2 42 3/4 4 1 3/4 11 o' 48 3/4 4 1 p, p.1 3/4 12 a' 54 3/4 4 1 2 i e 3/4 12 A BO 3/4 5 1 z ipe 3/4 14 1. 72 3/4 5 l z l e 3/4 14 a B4 3/4 8 1 zpipe 3/4 15 TOP VIEW 12 1/2 3 6/8 1/2 4 15 1/2 3 5/8 1/2 4 1/2 18 1/2 4 5/8 21 1/2 4 5/8 1/2 1/2 4 1/2 5 IT es o 24 5/8 4 3/4 1/2 5 •�.r °4Tiw.w•.• -•�., o. 27 5/6 4 3/4 1/2 5 1/2 e 30 5/8 4 3/4 1/2 5 1/2 a 36 3/4 4 1 3/4 8 .4 42 3/4 4 3 3/4 8 48 3/4 5 1 3/4 B ,a 54 3/4 6 1 2 1 e 3/4 8 p 7 BO 3/4 6 l z l e 3/4 i 8 x 88 3/4 6 1 zpi a 3/4 8 72 MINIMUM 4" SSD 84 3/4 7 1 z i e 3/4 30 BO 3/4 7 1 z 1 e 3/4 I: NOTES: 4 1Z2 18" VAX. 1. BARS & PLATES ARE HOT- ROLLED STEEL 2 1/2 2. BARS, PLATES, G P1PIE ARE FINISHED 110 1/2 WITH 2 COATS OF ALUMINUM PAINT, D -PIPE DIAMETER 3. BOLTS ARE GALVINIZED TYPICAL SSD LATERAL 4. NO REBAR THROUGH PIPES WILL BE ALLOWED INDIVIDUAL LOTS 5. DEBRIS GUARD SHALL BE REMOVABLE 30 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 54 REVISE)? 1 JAN 2000 60 STANDARD PLAN APPROVED 4Ja••roo D -12 KEN C.WA COUNTY SURVEYOR DATE ,HAMILTON SSD -1 DATE 10' -0" OFFICE OF THE HAMILTON COUNTY SURVEYOR IQ X00 Q C) Q OFFICE OF THE HAMILTON' COt� N`I'Y SURVEYOR 8'STEEL FENCE WT ") POST NOTE' WT. SEC FOR CONCRETE END SECTIONS EXTENSION TO BE SECURED TO STEEL POST SIDE PROFILE TOP Tr'i11F'i :. PRECAST CONCRETE ADJUSTER RINGS IF IN 2 LOCATIONS NEEDED (12 INCHES OF RINGS MAXIMUM). CAP 6, TAPE TEMPORARY EXTENSION ABOVE GROUND SKIRT " " ECCENTRIC CONE OR REDUCER '.,- CAP AS REQUIRED BY SITE TO BE REMOVED UPON CONNECTION TO CONDITIONS. CONE TOP TO 3'CEEL ' xts's u I HOUSE. I I 48 1/872 ALL MEASUREMENTS TO BE MEASURED 24 13 FROM BACK OF CURB. j R z EXTENSION SECURED TO STEEL POST IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO ASTM 475 o � ALL ,fiRPAD -� I STEEL CAPPED BELOW GROUND LEVEL. PROPOSED 8" LATERAL LOCATIONS SHALL BE STAMPED ON CURB. 3SEE CURB STAMP DETAIL) GRADE Y� PREFORMED NOLB TO MAXIMUM :i " #i�FFi 0? BtiD 3ECT1G;1 i F PIPE .D.% WISH ALL1'I:READ 5`Y:7C]VG TO 3« TWO PER FL•OT NON-SHRINK CEMENT GROUT. EX: �2" ENDS v ? "ON - 2 ALL'CHP.B AD 2 1/2 24" END 'NBCCICN - ALLTFf3EAD To o v o ' S�r.LE� \ STRUCTURES ARE TO BE 19 RE7[43D:_JtN 0� p" �0 O O SMOOTH AND BRUSH FINISHED. STri_dDARD PLAN APPRG'vE3 «(JAraoo •6 WASHED GRAVEL 0" OR a', PER SECTION OR CLASS "A" WASHED STONE 3" MINIMUM MANHOLE 0 BASE SET —ON � " OF e2 STONE >//REDUCING FOR T 13 (DRAWING NOT TO SCALE) REQUIRED 2 1/2 MINIMUM SLOPE 0.30% --► + ❑ APPROVED MINIMUM 4" SSD 3 YIN. C. WAR AMILTON COUNT SURVEYOR AT KENTON l2" YIN. 14 4 1Z2 18" VAX. 3 1 4 2 1/2 MINIMUM 6" SUB SURFACE DRAIN 110 1/2 48 D -PIPE DIAMETER 1 2 TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS 30 3 1 2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 12 54 19 3/473 REVISED: 1 TAN 2000 60 31 18 5/16 STANDARD PLAN APPROVED 33 41�Na° SSD -1 DATE 13 1/358 KENTO C. WARD, H ILTON COUNTY SURVEYOR 1/497 3 IQ X00 Q C) Q OFFICE OF THE HAMILTON' COt� N`I'Y SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC WT. SEC FOR CONCRETE END SECTIONS NICHOR SIDE PROFILE TOP Tr'i11F'i :. PRECAST CONCRETE ADJUSTER RINGS IF E' E NEEDED (12 INCHES OF RINGS MAXIMUM). STEEL A:L THiEdD _J -� r �•� �.• � Iri LAN" M:N. DIAISS:ER -\t- � -r• 1' .'r. SKIRT " " ECCENTRIC CONE OR REDUCER '.,- CAP AS REQUIRED BY SITE 2 CONDITIONS. CONE TOP TO 3'CEEL ' xts's u I I MATCH ADJU9TIN0 RING PROFILE. I I 48 1/872 END PROFILE 24 13 6" MINIMUM j R NOTE: MANHOLE CONFORMS I I TO ASTM 475 o � ALL ,fiRPAD -� I STEEL [�^ BOLT I;:1gX5 1` i; 48" DIAMETER PRECAST CONCRETE ECT ON I 73 Y� PREFORMED NOLB TO MAXIMUM :i " #i�FFi 0? BtiD 3ECT1G;1 i F PIPE .D.% WISH ALL1'I:READ 5`Y:7C]VG TO 3« TWO PER FL•OT NON-SHRINK CEMENT GROUT. EX: �2" ENDS v ? "ON - 2 ALL'CHP.B AD 2 1/2 24" END 'NBCCICN - ALLTFf3EAD 9 tJA..A.V :NG NOT "C S�r.LE� HA1'iILTON COUNTY SURVEYOR'S OFFICE STRUCTURES ARE TO BE 19 RE7[43D:_JtN 2 ='K' SMOOTH AND BRUSH FINISHED. STri_dDARD PLAN APPRG'vE3 «(JAraoo 0-5 0" OR a', PER SECTION � KL7.: , •f C. 9AR] .AxIL 'UN COC - ^:TY 5U R•iEYC•R� DATE 3" MINIMUM MANHOLE 0 BASE SET —ON � " OF e2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" 13 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 2 1/2 1520 REVISED: 1 FEB 2002 APPROVED •� STANDARD PLAN D_2� C. WAR AMILTON COUNT SURVEYOR AT KENTON , 14 4 1Z2 27 3 1 4 2 1/2 1930 110 1/2 48 25 1/273 1 2 54 28 17 3/4 14 1/24 IQ X00 Q C) Q OFFICE OF THE HAMILTON' COt� N`I'Y SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC WT. SEC FOR CONCRETE END SECTIONS B SIDE PROFILE TOP Tr'i11F'i :. PRECAST CONCRETE ADJUSTER RINGS IF E' E NEEDED (12 INCHES OF RINGS MAXIMUM). STEEL A:L THiEdD _J -� r �•� �.• � Iri LAN" M:N. DIAISS:ER -\t- � -r• 1' .'r. SKIRT " " ECCENTRIC CONE OR REDUCER '.,- CAP AS REQUIRED BY SITE 2 CONDITIONS. CONE TOP TO 3'CEEL ' xts's u I I MATCH ADJU9TIN0 RING PROFILE. I I 48 1/872 END PROFILE 24 13 6" MINIMUM j R NOTE: MANHOLE CONFORMS I I TO ASTM 475 o � ALL ,fiRPAD -� I STEEL [�^ BOLT I;:1gX5 1` i; 48" DIAMETER PRECAST CONCRETE ECT ON I 73 Y� PREFORMED NOLB TO MAXIMUM :i " #i�FFi 0? BtiD 3ECT1G;1 i F PIPE .D.% WISH ALL1'I:READ 5`Y:7C]VG TO 3« TWO PER FL•OT NON-SHRINK CEMENT GROUT. EX: �2" ENDS v ? "ON - 2 ALL'CHP.B AD 2 1/2 24" END 'NBCCICN - ALLTFf3EAD 9 tJA..A.V :NG NOT "C S�r.LE� HA1'iILTON COUNTY SURVEYOR'S OFFICE STRUCTURES ARE TO BE 19 RE7[43D:_JtN 2 ='K' SMOOTH AND BRUSH FINISHED. STri_dDARD PLAN APPRG'vE3 «(JAraoo 0-5 0" OR a', PER SECTION � KL7.: , •f C. 9AR] .AxIL 'UN COC - ^:TY 5U R•iEYC•R� DATE 2'— 0" f ff �U) Q 0 5 — 0 O �I Qq(D 4�a 00, lap-W l�n�n 5'— 0 RIP —RAP DETAIL NOT -TO -SCALE C B DIA WALL 0.0669' (GROOVE - OUTLET END) (TONGUE -INLET END) SECTI ❑N A -A 'A' i DIA. +1 A D OFFICE OF THE HAMILTON COUNTY SURVEYOR ,W DIA. _ E SKIRT Ir DIA. ASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC WT. SEC OR SEAL BETWEEN HJEOINTS. B C :. PRECAST CONCRETE ADJUSTER RINGS IF E NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER: .'r. SKIRT " " ECCENTRIC CONE OR REDUCER '.,- CAP AS REQUIRED BY SITE 2 CONDITIONS. CONE TOP TO 530 I MATCH ADJU9TIN0 RING PROFILE. FULL HEIGHT HEIGHT MANHOLE-- 48 1/872 STEPS AS SPECIFIED. 24 13 6" MINIMUM 9 NOTE: MANHOLE CONFORMS 15 TO ASTM 475 o � 0 -RING GASKET NON - [�^ ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 48" DIAMETER PRECAST CONCRETE ECT ON AT JOINTS. 73 30 PREFORMED NOLB TO MAXIMUM 12 1/2 F PIPE .D.% WISH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. %z" PER FOOT SLOPE. BENCH 2 1/2 WALLS TO BE CONSTRUCTED 9 TO SPRING LINE OF PIPE. NOTE: 73 STRUCTURES ARE TO BE 19 GROUTED FULLY, TROWELED 12 SMOOTH AND BRUSH FINISHED. 21 REINFORCED BAR PRECAST HA9E •4 0 12" ON CENTER OR APPROVED ALTERNATIVE 0" OR a', PER SECTION 35 3" MINIMUM MANHOLE 0 BASE SET —ON � " OF e2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" 13 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 2 1/2 1520 REVISED: 1 FEB 2002 APPROVED •� STANDARD PLAN D_2� C. WAR AMILTON COUNT SURVEYOR AT KENTON , 14 ,W DIA. _ E SKIRT Ir 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 1Z2 27 3 1 4 2 1/2 1930 110 1/2 48 25 1/273 1 2 54 28 17 3/4 14 1/24 1 2 30 3 1 2 3 2190 12 54 19 3/473 3 60 31 18 5/16 15 5 33 3 3/43 3 8 3150 13 1/358 1 239 1/497 3 66 34 23 3/4 17 1/2 5 1/2 36 4 3 1 2 4100 15 63 34 3 7 3 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 3/418040 27 65 35 100 90 55 32 7/8 24 6 1/4 60 6 5 18750 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 125201 34 78 21 99 108 73 38 5/8 24 7 3/4 78 17 1/2 6 1 2 144,301 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 <P' 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 PRECAST CONCRETE END SECTION DETAIL 'A' I � I BEARING SURFACES. f f Catalog Na. r f MACHINED HORIZONTAL VERTICAL BEARING SURFACE STORM MANHOLE DETAIL R- 1772 -C NI/lT Tn C-n A I r- Standard Design Machined Horizontal Vertical Bearing D Wt. Lbs. m Y r ro Y 0 F� V 0 � o m LLJ R- 1772 -C R- 1772 -CVH 24 1/2 355 ` \, \ \ \\ ►11111► /! / / /,,JI 90EPP�� No. 19358 -o STATE OF 0:5,1`% .�HDIANP':: 6r1- ZONAL % I 1 1/4 low 2 1/2" DITCH GRATE CASTING SETTING DETAIL NEENAH R -4342 STOOL TYPE DITCH GRATE NOT -TO -SCALE Y � fYl m T 15 V) 0 W 2 LLJ U U Q w Lo fl > Ld LY 0 L0 LLJ LL- F- LLJ U V) N a � z Of a 0 Ln z W > 00 0 X Z Q LI- Q J I � (D am N W I UJI 'Z V co Z /W V � Z F J 0 rf J V/ 00 O Z Q O o V / J Q I- Lv 0 N:2 ry O Ir-n V / i Q 0— O O ~' � U ZW Q� I- V/ SHEET NO. C801 ,IOe No- 46600S1 L1J N� LL Q U m Y r ro Y 0 F� V 0 � o m LLJ In Q F t 0 L0 LLJ LL- F- LLJ U V) N a � z Of a 0 Ln z W > 00 0 X Z Q LI- Q J I � (D am N W I UJI 'Z V co Z /W V � Z F J 0 rf J V/ 00 O Z Q O o V / J Q I- Lv 0 N:2 ry O Ir-n V / i Q 0— O O ~' � U ZW Q� I- V/ SHEET NO. C801 ,IOe No- 46600S1 L1J N� LL Q U m Y r ro W w -, Z 0 F� V 0 � o m LLJ In 0 L0 LLJ LL- F- LLJ U V) N a � z Of a 0 Ln z W > 00 0 X Z Q LI- Q J I � (D am N W I UJI 'Z V co Z /W V � Z F J 0 rf J V/ 00 O Z Q O o V / J Q I- Lv 0 N:2 ry O Ir-n V / i Q 0— O O ~' � U ZW Q� I- V/ SHEET NO. C801 ,IOe No- 46600S1 L1J N� LL Q U