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HomeMy WebLinkAbout04110042.33OFFICE OF' THE HAMILTON COUNTY SURVEYOR I STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND I STEPS CURB CASTING SIZE LESS THAN 48" ! GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL I 3 (MIN.) I •R -3501N & TR `I. VP VIEW TOP INVERT TO INVERT REQUIRE I — I 6 I, Iq,O I I I I i I i — 0 »8 GRAVEL, r 0- 0C I I . 1 ONCHES) PIPE SPECIAL DESIGN DESIGN DRAIN (SSD) -WITH MINIMUM SUBS)/ GRADIENT. WITH MINIMUM 05/ GRADIENT. 0o 0 1 3' ! SEE DEVELOPMENT PLAN FOR SIZES t8" MINIMUM) AND INVERT ELEVATIONS. - 12 TO 18 i 24 X 24 ••• NO YES YES -- - -- "- --- REVISED I FEB 2002 I APPROVAL 2. BARS PLATES, & Pia F .l E H i ED .,/ 1� 12 TO 21 30 X 30 _ +•• DESIGN NO YES YES �- HA _NIILT0N COU S NTY UR`' E 0R, S OFFICE I APPROVAL _ APPROVED �,�// 4J4,c,. tB TO 2t t. A HA.`.fIL:O. _ MH /BOX DESIGN YES YES YES APPROVAL NO NO YES 21 TO 27 24 X 38• OR ••• DESIGN 30 X 38 )DRAWING NOT TO SCALE) M APPROVAL HAMILTON COUNTY SURVEYOR'S OFFICE REVISED t FEB 2002 12 TO 24 38 X 38 ••+ DESIGN _ NO YES YES APPROVAL _ 24 OR LARGER PUESICN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /BOX DE31GN YES- YES YES � APPROVAL • 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 REVISED: 1 FEB 2002 STANDA RD PLAN APPROVED: - - -- ° {] KENTON C. D.HVRVEYOR D E D 1 B OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE —,,. _HYDROSEEDED SEED § . 5Q BLANKET AS SPECIFIED 1 _z 11_,f r (MIN. T I I —I 3 ( INJ I T — - I - • -- i —I I PROPOSED GRADE -�• - -- UNDERCUT SWALE BY 0.2 . ALLOW FOR FUTURE SILTING UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN I% SLOPE EXISTING CRADE::::� OP110NS FOR F, SE-TIONE NOTCH RIP RAP INTO _ I 3 (MIN.) I t3 MIN:} III I 1=1 `I. VP VIEW TOP -1 ,�--�- :-PROPOSED GRADE _ — I -I I O O I I — 70O 6 _UNDERCUT S WA LE BY 0.2' I- - TO ALL OW FOR FUTURE SILTING NG I i — i I I — I 6 I, Iq,O I I I I i I i — 0 »8 GRAVEL, r 0- 0C I I . QQCUJ�� jQQjQQ �O '� N PIPE QO 0 -- --- DRAIN (SSD) -WITH MINIMUM SUBS)/ GRADIENT. WITH MINIMUM 05/ GRADIENT. 0o 0 1 3' ! SEE DEVELOPMENT PLAN FOR SIZES t8" MINIMUM) AND INVERT ELEVATIONS. TYPICAL SWALE DETAIL RF.VISED: -- JAN 2000 -_-- --- (DRAWING NOT TO SCALE HAMILTON COUNTY SURVEYOR'S OFFICE -- -_I j�; /zPiFe 3,/4 14 j L 90 I ! -- - -- "- --- REVISED I FEB 2002 I I. BARS & PLATES AR HOT EJ LFD STEEL. 2. BARS PLATES, & Pia F .l E H i ED .,/ 1� ti ti STANDARD DA RD PLA. D-16 APPRO VED KENTON C. WARD, AMIL70N COU TY SURVEYOR 3, BOLTS ARE !'ALVI IZ D OFFICE OF THE HAMILTON COUNTY SURVEYOR I I -8' STEEL "T" FENCEPOST (for temporary protection) SET FLUSH W'FINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL - L: ! ICONCRETE BASE • - J e J�� -- WASHED GRAVEL rn z O °oG� = 1OGry s �oGR�UT o �L w : G I� 0 > n h° -CAP DIRECTION OF FLOW x 6" x 6" TEE -� j jI MIN. 24 " —il I i i SUBSURFACE DRAIN (SSD) RISER DETAIL i (DRAWING NOT TO SALE HAMILTON COUNTY SURVEY"OR'S OFFICE 1 JAN 2000 REVISED -_- I STANDARD PLAN' KENT,: C. WARD HAMILTON COUNTY SURVEYOR DATE SSD-3 OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COVER AS FOR PIPE SIZES 24" THRU 66” SPECIFIED N < PRECAST CONCRETE ADJUSTER RINGS iF �p NEEDED (12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 24" MASTIC OR DIAMETER -� STANDARD PRECAST MANHOLE CAP OR CONE BUTYL RUBBER SEAL BETWEEN JOINTS 5" MINIMUM 4' DIAMETER 5" MINIMUM MANHOLE PIPE PIPE TURNS DI A. "F" DIA "G" 98" 48" GREATER THAN 46 TO 00 DEC NON- ASPHALTIC MASTIC OR BUTYL RUBBER 98" 54 "-88" UP TO 80 DEG SEAL BETWEEN JOINTS 84" 42" GREATER THAN 45 70 90 DEG 84" 45' TURNS UP TO 45 DEC , 72" 42 " -4B" UP TO 45 DEC - 80" � 33"-38" STRAIGHT THRU 18" 80" 24 " -33" GREATER THAN 45 70 90 DEG -, TYPICAL I - -' -" FULL HEIGHT MANHOLE '. ',.. STEPS AS SPECIFIED ' -- '-- - - - " -' CONCRETE REDUCER CAP VOTE -MANHOLE CONFORMS 70 ASTM C-47B -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE •0 -RING GASKET. :ION - DIA. ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' N1N. OVER BETWEEN JOINTS HIGHEST PIPE — PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH NON- SHRINK CEMENT GROUT Ci ql�•. BENCH WALLS AT MINIMUM %" PER FOOT SLOPE. BENCH 4ALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" MIN. e° MIN. 3" MIN, OFFICE OF THE HAMILTON COUNTY SURVEYOR D�1 I-? T� IT' � � ,r '� ' a 9 !N'� B 1�y a ;` l l- _HYDROSEEDED SEED § . 5Q BLANKET AS SPECIFIED 1 _z 11_,f SIDE PROFILE i 4�ron L� ti f f_hn t q, �_�•Pe .__ _S, ze S(a H ha ; Scz aches inches' R o n inch es'Inc he Inches; -� F_ _ yet „�i ( 18 i- 1/d _ 3 5/8_112 5 _7 i� - -- $- { I- - ! R. _ U b 3 / ---►I �j J M /N- 1 L'-- � c 24 5/8 ! 4 r LO B r- 3/4_____ 1 i , �/2 6-4 T _ _ OP110NS FOR F, SE-TIONE NOTCH RIP RAP INTO I 42 1 3rz 4 1 1/# t it ,r. jl r 48 ? _ 3/1, 4 I •Pipe 9 4 '1? I T ! 1 1 3/4 a 1v� r zP ,De 9/ ! 1,. +7 �PO "+ 4 tpe 3 z 14 i CONCRETE HEADWALL _'� 7 9/4_ 5 �1 z p -31- 4 1 a N4 3z4�- 6 P�pcI} 314 5 �I `I. VP VIEW TOP } z_ `SODDED AREA (CROSS - "HATCHED v� iD D. { c, 1/2]3 8 I_�G 4_iz-I 1l R.C.P. STORM SEWER A RIP-- RENO MATTRESS p ¢� 18 I._- 1/2 m 21 1 ! 4 e 51,8 1 2 5 .os. :o P 4«•V ay� 4 - 0 a � 5 5 _ li t h a .23 5/8 1 , 1 2 5_ I "- � - r r �4 36 3/ a ?;4 --r'- -- � 8 - _87i� is �1 4 ",4 ti ---f- ' - -- �- ---- -1 4 3 4 1 D De 3 8 - 3 4 11 ___ t �j�/aP P �. _.314 RF.VISED: -- JAN 2000 -_-- --- _ 2 3 I-- 1 t- 8 �1 %zPi>e -3.4 I -- -_I j�; /zPiFe 3,/4 14 j L 90 I ! -- - -- "- --- -J NOTES D 11 I. BARS & PLATES AR HOT EJ LFD STEEL. 2. BARS PLATES, & Pia F .l E H i ED WITH 2 COATS OF ALI M NUM PAINT. 3, BOLTS ARE !'ALVI IZ D 4. NO REBAR THR011G.1 FIFES l'_L BE ALLOWED 5, DEBRIS CU.ARD SHALL BL REMOVABLE tDRAi9ING NOT TO SCALE) HA _NIILT0N COU S NTY UR`' E 0R, S OFFICE REVISED= JAN 2000 APPROVED �,�// 4J4,c,. STANDARD PLAN t. A HA.`.fIL:O. -- — - E -- COL'N'r 7' BURY - 0 hY D �- �.. ,> �. ONE COMPLETE UNIT OF PRECAST CONCRETE )DRAWING NOT TO SCALE) M MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED t FEB 2002 APPROVED Z / D STANDARD PLAN KENTON C. W ,HAMILTON CO�dNTY SURVEYOR TE OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COVER AS FOR PIPE SIZES 24" THRU 66” SPECIFIED N < PRECAST CONCRETE ADJUSTER RINGS iF �p NEEDED (12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 24" MASTIC OR DIAMETER -� STANDARD PRECAST MANHOLE CAP OR CONE BUTYL RUBBER SEAL BETWEEN JOINTS 5" MINIMUM 4' DIAMETER 5" MINIMUM MANHOLE PIPE PIPE TURNS DI A. "F" DIA "G" 98" 48" GREATER THAN 46 TO 00 DEC NON- ASPHALTIC MASTIC OR BUTYL RUBBER 98" 54 "-88" UP TO 80 DEG SEAL BETWEEN JOINTS 84" 42" GREATER THAN 45 70 90 DEG 84" 45' TURNS UP TO 45 DEC , 72" 42 " -4B" UP TO 45 DEC - 80" � 33"-38" STRAIGHT THRU 18" 80" 24 " -33" GREATER THAN 45 70 90 DEG -, TYPICAL I - -' -" FULL HEIGHT MANHOLE '. ',.. STEPS AS SPECIFIED ' -- '-- - - - " -' CONCRETE REDUCER CAP VOTE -MANHOLE CONFORMS 70 ASTM C-47B -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE •0 -RING GASKET. :ION - DIA. ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' N1N. OVER BETWEEN JOINTS HIGHEST PIPE — PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH NON- SHRINK CEMENT GROUT Ci ql�•. BENCH WALLS AT MINIMUM %" PER FOOT SLOPE. BENCH 4ALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" MIN. e° MIN. 3" MIN, OFFICE OF THE HAMILTON COUNTY SURVEYOR D�1 I-? T� IT' � � ,r '� ' a 9 !N'� B 1�y a ;` l l- _HYDROSEEDED SEED § . 5Q BLANKET AS SPECIFIED 1 _z 11_,f SIDE PROFILE i 4�ron L� ti f f_hn t q, �_�•Pe .__ _S, ze S(a H ha ; Scz aches inches' R o n inch es'Inc he Inches; -� F_ _ yet „�i ( 18 i- 1/d _ 3 5/8_112 5 _7 i� - -- $- { I- - ! R. _ U b 3 / ---►I �j J M /N- 1 L'-- � c 24 5/8 ! 4 r LO B r- 3/4_____ 1 i , �/2 6-4 T _ _ OP110NS FOR F, SE-TIONE NOTCH RIP RAP INTO I 42 1 3rz 4 1 1/# t it ,r. jl r 48 ? _ 3/1, 4 I •Pipe 9 4 '1? I T ! 1 1 3/4 a 1v� r zP ,De 9/ ! 1,. +7 �PO "+ 4 tpe 3 z 14 i CONCRETE HEADWALL _'� 7 9/4_ 5 �1 z p -31- 4 1 a N4 3z4�- 6 P�pcI} 314 5 �I `I. VP VIEW TOP } z_ `SODDED AREA (CROSS - "HATCHED v� iD D. { c, 1/2]3 8 I_�G 4_iz-I 1l R.C.P. STORM SEWER A RIP-- RENO MATTRESS p ¢� 18 I._- 1/2 m 21 1 ! 4 e 51,8 1 2 5 .os. :o P 4«•V ay� 4 - 0 a � 5 5 _ li t h a .23 5/8 1 , 1 2 5_ I "- � - r r �4 36 3/ a ?;4 --r'- -- � 8 - _87i� is �1 4 ",4 ti ---f- ' - -- �- ---- -1 4 3 4 1 D De 3 8 - 3 4 11 ___ t �j�/aP P �. _.314 RF.VISED: -- JAN 2000 -_-- --- _ 2 3 I-- 1 t- 8 �1 %zPi>e -3.4 I -- -_I j�; /zPiFe 3,/4 14 j L 90 I ! -- - -- "- --- -J NOTES D 11 I. BARS & PLATES AR HOT EJ LFD STEEL. 2. BARS PLATES, & Pia F .l E H i ED WITH 2 COATS OF ALI M NUM PAINT. 3, BOLTS ARE !'ALVI IZ D 4. NO REBAR THR011G.1 FIFES l'_L BE ALLOWED 5, DEBRIS CU.ARD SHALL BL REMOVABLE tDRAi9ING NOT TO SCALE) HA _NIILT0N COU S NTY UR`' E 0R, S OFFICE REVISED= JAN 2000 APPROVED �,�// 4J4,c,. STANDARD PLAN t. A HA.`.fIL:O. -- — - E -- COL'N'r 7' BURY - 0 hY D �- �.. ,> �. i OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTE' 6' STEEL FENCE ("T") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP EXTENSION ABOVE GROUND f AP & TAPE TO BE REMOVED i;PON CONNECTION TO -- ^--�'" HOUSE. ALL MEASUREMENTS TO BE MEASURED � FROM BACK OF 7RB. z i — EaTF *i S,ON SECURED F EXTENSION NU'C UTCLI2ED, IT 1S TO BE TO STEEL POST CAPPED ➢F.LCN' GROUND LEVEL. LATERAL i3OCA .IONS SHALL BE STAMPED PROPOSED � ON CURB. (SEE CURB STAMP DETAIL) C ! 0C, c ' I I "8 WASHED GRAVEL %� �-.✓ OP. CLASS "A' WASHED STONE j o A ; REDUCING T� " REQUIRED 0 MINIM:. -M SLOPE C :?0 % --► I �-}- l MINIMUM 4" SSD' -� 3,. "- M:N. 2" MIN. ( 18" MAX, MINIMUM 6" SUB SL"RFACE DRAIN ., -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED I JAN 2GCC STANDARD PLAN APPROVED a_ ��D -I OFFICE., OF THE HAMILTON COUN'T'Y SURVEYOR ), DFRWATER DISCHARGE NOT ALLOWED & MULCH OR _HYDROSEEDED SEED § . 5Q BLANKET AS SPECIFIED 10'S FLiY LEDGE SODDED AREA c 'i------- t-(CR03S HITCHED) v - END SECTION i R.C.P. STORM SEWER NORMAL POOL 1 I � -- J ,1 R. _ U b 3 / ---►I �j J M /N- 1 L'-- TOE PLATE 1, OP110NS FOR F, SE-TIONE NOTCH RIP RAP INTO -METAL - SHOWN/REQUIRES TOE PLATE SLOPE AS SHOWN RECAST 2SQL RES ANCHOR USE RENO MATTRESS C NCRETN .LOPEWAL: CONCRETE HEADWALL j4— NORMAL POOL SCr1 _ 1 J1 z_ `SODDED AREA (CROSS - "HATCHED v� iD D. { c, I/ C C ,"� QCCI xi ShOPF,� R.C.P. STORM SEWER A RIP-- RENO MATTRESS p ¢� x,. TOP VIEW LAKE OUTLET DETAIL FOR LAKE CROSS- SECTION OPTION 3 iDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RF.VISED: -- JAN 2000 -_-- --- STAND ALI r I,A.I N �� 1, ]A-00 A APPROVED COUNTY ^g 'DATE: D 11 K..ti:ON HAM. I ;N SLRYLY OFFICE., OF THE HAMILTON COUN'T'Y SURVEYOR ), DFRWATER DISCHARGE NOT ALLOWED & MULCH OR _HYDROSEEDED SEED § . 5Q BLANKET AS SPECIFIED 10'S FLiY LEDGE SODDED AREA c 'i------- t-(CR03S HITCHED) v - END SECTION i R.C.P. STORM SEWER NORMAL POOL 1 I � -- J ,1 R. _ U b 3 / ---►I �j J M /N- 1 L'-- TOE PLATE 1, OP110NS FOR F, SE-TIONE NOTCH RIP RAP INTO -METAL - SHOWN/REQUIRES TOE PLATE SLOPE AS SHOWN RECAST 2SQL RES ANCHOR USE RENO MATTRESS C NCRETN .LOPEWAL: CONCRETE HEADWALL j4— NORMAL POOL SCr1 _ 1 J1 z_ `SODDED AREA (CROSS - "HATCHED v� iD D. { c, I/ C C ,"� QCCI xi ShOPF,� R.C.P. STORM SEWER A RIP-- RENO MATTRESS p ¢� x,. TOP VIEW LAKE OUTLET DETAIL FOR LAKE CROSS- SECTION OPTION 3 iDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE RF.VISED: -- JAN 2000 -_-- --- STAND ALI r I,A.I N �� 1, ]A-00 A APPROVED COUNTY ^g 'DATE: D 11 K..ti:ON HAM. I ;N SLRYLY KESTOty C. WARD. HA IL.ON Cb.,NT. SURVEYOR DATE �-- OFFICE OF THE HAMILTON' COUNTY SURVEYOR LAKE CROSS - SECTIONS - OPTION__ 3 EASEMENT 1.5' MIN. 2' FREEI�CARD MIN. 100 YEAR NORMAL POOL EMERGENCY �L EME G SPILLWAY AT 100 YEAR i ' 1C' � USE OUTLET OPTION .; (DRAWING NOT TO SCALE) HAMILTON COt, -NTH• SURVEYOR "� OFFICE REVISED 1 JAN -2000 `�AIOU STANDARD PLAN APPRO� r.0 � -g K EN'rON C. WARD, AM;LTGCJ COUNTY SURVEYGP. DATE r I i I i I, i OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER x SEAL BETWEEN JOINTS, wI� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM ). 24" DIAMETER - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE, FULL HEIGHT MANHOLE- STEPS AS SPECIFIED. 5" MINIMUM NOTE. MANHOLE CONFORMS � TO ASTM 478 U O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. LF.t PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. '' /z" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE; STRUCTURES ARE TO BE GROUTED FULLY, TROWELED • SMOOTH AND BRUSH FINISHED. ` REINFORCED BAR PRECAST BASE _�— - •4 0 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM .,. MANHOLE BASE SET ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: (C ("El))) (a (5 1 FEB 2002 STANDARD PLAN APPROVED z' D -2O KENTON C�HAMILTON COUNT' SURVEYOR DATE Z O_ (/7 W �p3N T. T. G IS E R No. 0000075 � STATE OF %���` "NDIANP _3� DATE: 11/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) f q 4bi Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. schneidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � o O W `V z � z 0 O � Q � r 1rr ll DATE: PROJECT NO.: 11 /30/04 1238.1012 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \1012 \DWGS \C806.DWG SHEET NO.: OFFICE OF THE HAMILTON' COUNTY SURVEYOR LAKE CROSS - SECTIONS - OPTION__ 3 EASEMENT 1.5' MIN. 2' FREEI�CARD MIN. 100 YEAR NORMAL POOL EMERGENCY �L EME G SPILLWAY AT 100 YEAR i ' 1C' � USE OUTLET OPTION .; (DRAWING NOT TO SCALE) HAMILTON COt, -NTH• SURVEYOR "� OFFICE REVISED 1 JAN -2000 `�AIOU STANDARD PLAN APPRO� r.0 � -g K EN'rON C. WARD, AM;LTGCJ COUNTY SURVEYGP. DATE r I i I i I, i OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER x SEAL BETWEEN JOINTS, wI� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM ). 24" DIAMETER - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE, FULL HEIGHT MANHOLE- STEPS AS SPECIFIED. 5" MINIMUM NOTE. MANHOLE CONFORMS � TO ASTM 478 U O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. LF.t PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. '' /z" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE; STRUCTURES ARE TO BE GROUTED FULLY, TROWELED • SMOOTH AND BRUSH FINISHED. ` REINFORCED BAR PRECAST BASE _�— - •4 0 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM .,. MANHOLE BASE SET ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: (C ("El))) (a (5 1 FEB 2002 STANDARD PLAN APPROVED z' D -2O KENTON C�HAMILTON COUNT' SURVEYOR DATE Z O_ (/7 W �p3N T. T. G IS E R No. 0000075 � STATE OF %���` "NDIANP _3� DATE: 11/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) f q 4bi Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. schneidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � o O W `V z � z 0 O � Q � r 1rr ll DATE: PROJECT NO.: 11 /30/04 1238.1012 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \1012 \DWGS \C806.DWG SHEET NO.: r I i I i I, i OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER x SEAL BETWEEN JOINTS, wI� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM ). 24" DIAMETER - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE, FULL HEIGHT MANHOLE- STEPS AS SPECIFIED. 5" MINIMUM NOTE. MANHOLE CONFORMS � TO ASTM 478 U O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. LF.t PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. '' /z" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE; STRUCTURES ARE TO BE GROUTED FULLY, TROWELED • SMOOTH AND BRUSH FINISHED. ` REINFORCED BAR PRECAST BASE _�— - •4 0 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM .,. MANHOLE BASE SET ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: (C ("El))) (a (5 1 FEB 2002 STANDARD PLAN APPROVED z' D -2O KENTON C�HAMILTON COUNT' SURVEYOR DATE Z O_ (/7 W �p3N T. T. G IS E R No. 0000075 � STATE OF %���` "NDIANP _3� DATE: 11/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) f q 4bi Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. schneidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � o O W `V z � z 0 O � Q � r 1rr ll DATE: PROJECT NO.: 11 /30/04 1238.1012 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \1012 \DWGS \C806.DWG SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER x SEAL BETWEEN JOINTS, wI� PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM ). 24" DIAMETER - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE, FULL HEIGHT MANHOLE- STEPS AS SPECIFIED. 5" MINIMUM NOTE. MANHOLE CONFORMS � TO ASTM 478 U O-RING GASKET NON- ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. LF.t PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. '' /z" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE; STRUCTURES ARE TO BE GROUTED FULLY, TROWELED • SMOOTH AND BRUSH FINISHED. ` REINFORCED BAR PRECAST BASE _�— - •4 0 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM .,. MANHOLE BASE SET ON 8" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: (C ("El))) (a (5 1 FEB 2002 STANDARD PLAN APPROVED z' D -2O KENTON C�HAMILTON COUNT' SURVEYOR DATE Z O_ (/7 W �p3N T. T. G IS E R No. 0000075 � STATE OF %���` "NDIANP _3� DATE: 11/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) f q 4bi Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. schneidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � o O W `V z � z 0 O � Q � r 1rr ll DATE: PROJECT NO.: 11 /30/04 1238.1012 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \1012 \DWGS \C806.DWG SHEET NO.: Z O_ (/7 W �p3N T. T. G IS E R No. 0000075 � STATE OF %���` "NDIANP _3� DATE: 11/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) f q 4bi Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. schneidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � o O W `V z � z 0 O � Q � r 1rr ll DATE: PROJECT NO.: 11 /30/04 1238.1012 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \1012 \DWGS \C806.DWG SHEET NO.: DATE: PROJECT NO.: 11 /30/04 1238.1012 DRAWN BY: CHECKED BY: DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \1012 \DWGS \C806.DWG SHEET NO.: