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HomeMy WebLinkAbout63-01 7501-A General Details C801O O CU to O O O to a) F- rn 3 0 co i F-- Q J CL ccI W i U) CD LEI 3 CID REQUIRED COMPACTION TABLE X STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL MATERIAL - SEE NOTE TRENCH AREA CLASS I I CLASS 11 1 CLASS III ICLASS IV BEDDING FLAT SHOVEL 85X 36 UNDISTURBED BOTTOM HAUNCH 48 I 85X I 90X I NO INITIAL BACKFlLL NO COMPACTION I 85X I 90X I NO NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) NOTE CL 4' 4' � BACKFlLL MATERIAL Sol W PLACEMENT ° CLASS I, II, 111, & IV OF THE U.S.C.S. SOIL rJ CLASSIFICATION W BEDDING SYSTEM. INITIAL BACKFlLL AREA 12" MIN.- SPRING LINE OF PIPE No. 8 STONE \�/ I. ;.,. / • HAUNCHING AREA BEDDING AREA ol �— O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) No. 8 STONE 12" t2" STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 10 C801 Cf�GCOOf� ol�00000 0000000 0000000 0000000 CGOGOGO 0000000 NO. 3405 -A NEENAH CAS7ING ASPHALT is (PRECAST CONCRETE) I a i Z (1) LINE 0.116 PIPE I p o W.W.F. 6" "B" BORROW INLET DETAIL FOR PAVED AREA 11 DIMENSIONS (INCHES) A MAX B I.D. C )ION 12 38 15 36 1 18 48 25 1 48 28 24 48 31 0 'a 0 'a 0 34 0 o 'o 0 'o C REDUCING 1 o REOUIP,ED M K-dIIIIIIIIIII 3 3 P4 80 36 60 I 1 MIN. 4' SSD 6 DOLE E CASTING STORM MANHOLE DETAIL 12 C801 I O 0 � o C� GRADE .� T.C. � BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 -4 . MIN RISER RING I � I I B I I I STANDARD REINFORCED CONC. BASE °INIM ME M-1Er1=0FV= O O 0 'a 0 'a 0 -Nl\ 0 o 'o 0 'o C REDUCING 1 o REOUIP,ED M K-dIIIIIIIIIII ®<Z�1•t31• + MIN. SLOPE 0.30» 0 I 1 MIN. 4' SSD BEEHIVE INLET DETAIL 13 cool C801 TYPICAL UTILITY CROSSING s 0801 = 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL • PAVED AREAS) ° 4' 4' S tsi a PLACEMENT U \\ W BEDDING 12' MIN. I.D. 6" MIN. 12" TRENCH &MPI .E NORMAL GRADE - 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. NO. 8 CRUSHED STONE SPRING LINE OF PIPE F— FOUNDATION 2" (REQUIRED IN UNSTABLE SOIL) X1 (MIN.) DMENT DETAIL s C801 ISOMETRIC PLAN USE 6" SEWER PIPE M N UNLESS OTHERWISE 45' MAX. SPECIFIED )MMAIN WER APPROX. 90' LONG RADIUS SECTION A —A A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 7 0801 • BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY SUPPORTED THROUGHOUT ITS LENGTH. APPROX 90' -\ / COVER da SEAL -USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED i 4LONG RADIUS CURVE - - - _ DIAMETER AS -____ -J _____ -- - SPECIFIED - - _ - ON PLANS *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN NYE & LATERAL CAPPING DETAIL 8 C801 GRADE (NEW OR EXISTING) GRADE (NEW OR EXISTING) -I I -I I -I I -1 )- STANDARD HYDRO III III —III I -I I R BLANKETAS M MANUFACTURED H BY SEEDING W /STRAW ! ! -- MULCH do TACKIFIELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION 9 NOTE: II //- STEEL FENCE POST TEMPORARY EXTENSION ABOVE CAP k TAPE GROUND TO BE REMOVED UPON CONNCERCN TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. 1 la' ^,I r PROPOSED GRADE TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS NO SCALE HAMILTON COUNTY SURVEYORS OFFICE REVISEO: — STANOARO PLAN RECOMENDEO: APPROVED: L✓ p.a . _ APPROVL'1; II TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) CURB JOINT DETAIL 1 csol 4' -0" MIN. I -1'_ 111 ii it =1 ,I: 1 ° ° , n n -i u u ii n u u 4 Z Z W� o o- w� • (Wit' wG Cr MF as z 6' -0" BETWEEN TRANSVERSE JOINTS PREPARED SUBGRADE R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. NOT TO SCALE SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. SIDEWALK DETAIL 2 C801 9 SLOPE 1/$ PER FaoT MiN s SLOPE 1 /4' �T M- Y COSIT MAC SURFACE 3� /Y MAC BINDER e' /03 IMPACTED STONE BASE TYPICAL ALLEY SECTION 3 C801 11 2500 poi CONCRETE BOTTOM OF TRENCH \ Perspective View -earth cut away \\ � To be used when clear distance between pipes In 18" or less, or where noted on the drawings. CONCRETE CRADLE 4 c8o1 T^ 4.5- 24• _ C — N I.C. ELEYAnON 6 $ _ At IMS POINT .e•O.o,O.o,�. °,1•o,e•o, °•a, °•e •°.••a •••o •e'e••'e••'o e'e •. SUDG•RADE AG74EGAlr °'O.O °•0'0.0''•0 "'O' "�e''•O' DEPTH VARIES 'e•e'o• 'e• •e• 'a• 'a 'e• 'a• NOTES: Eroonsion joints are required at Storm Inlets Contraction pints souk be instelleo el IG• ICC&gs. Spacing she, be S' on curve radii. Contraction joints sho, be tooled or sa[n in continuously poured curbs to a depth of 112' mil. VALLEY GUTTER DETAIL NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: 4 -3- 9 7 STANDARD llaxw C" r1Y�IGSU "K 46-114- _d- -9 C -3 MY ef[tae )MIL tIAhtlL'I'0N (.:O(1N'I.'Y SUIZVEY01Z i C U R 13 I N 1, T A 131_, I _ 11II1k' -- STRUCTURES - STRUCTURES ANGLE ANU - SI;111 - - C(Irin CAS'l 114C S!ZF: LESS TITAN 411" GlIFATIAt TITAN (IIIAI.IT'Y Of RC(IUIIIEr. C'A.•:Tl11G •1501 'f 1. NINCIIESI 111101.1 •I• /C 'TO 411" F1101A T/C PIPES WILL R• fA(IIN L Tit INVI;II'I• to INVERT 11equil(R IIINCIIESI SI'E(:IAI. DERIGN 12 TO 10 24 X 24 ••• 1)CSIGI4 tin YUS YFS -- - - -- - - -- -- - AI.1'ROVA _ 12 TO 1. l0 r0 :t MII /Box DFSIGN -- 21 'i'U 27 2.1 X :It, - - - -- . - -- - 1)ESI(u Nn -- rl(1 -- - y E.", 12 'to 24 -- 10 X ao - - -..— - Dl:SIC11 NO - YP ^ -- -YES 24 011 LARGER UESI/ l4 nF.SIGN ND NO YES °-- - --- -- - AI'I'I(D'SAI_. APPROVAL 24 011 I.ARCt ;R FIII /BOX tll•'SIC14 - — YF:S• -- - 1'f: -S - YF.:t • PIPFS 110 LANCER THAN 10" CAN 1113 USED IN TIIE 2' SIDE 01' 'rills UOX. -INCOMING. AND OUT GOING I'if r:S EFFECT STEPS IN TIIIS STRUCTURE. --,SPECIAL NO'rl.: STRUCTURES DEEPE11 THAN 40" FROM T /C• TO INVERT WILL NC A M.11.Olt A BOX WITH S'I'EI'S UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL lgwrr:. s'rltIIcrUREs Wn.l. nt:: Dr•,SIGrn:D t'OR MAXIMUM FLOW IN SPECIAL NOTE: COUNTY' MAY I111OUIRE' STFVS TO VE INSTAI.I.ED AF'T'ER STRUCTURE IS SET, 1'0 IMPROVE; ACCESS. IJAMIL.=T'ON COUN'T'Y SUIZVI-;YOR'S OF'I"ICN'' - — Revisr.D 29 OCT ID07.. _ STANDARD PLAN rAI1PR0VED:. ~�_�_r _.— _...___ ....._ .. —_ KBt 1N C- NAllll IA1111�TM4 COUNTY SIIMVY.YNI( �Aj i I OhI:ICE OF THE HAb11UI'ON COUNTY SURVEYOR EXISTING GRACE T- T- T= T- rl--�- •r II=I I I -III -i PR I I I I I I I- _ - III - III - III -III 111 �- IOPOSED GRANDE III- I I I -III -I I -III -I ( I -III I I I I UNDERCUT' SN'ALE BY 0.2'' TO ALLOW FOR FUTURE SILTING' = I I I =1 I I —I 11 =1 11 =1 I I —I I i —I 11 =1 I I —I 11 =1 I I—=1 I I —I UNDERDRAINS REQUIPED I14 S11'AILS WITH LESS THAN 1/. SLOPE r I:XIST'ING GRADE - --1 =111 -1 �`I "I I- III -I r -I I I-I I I-I I- -I PR I I IEDI I I- III -I 11 =I OPOSED GRADE I III 1 —I I I —I (" UNDERCUT SW'ALE BY 0.2' - III -III �O � 0000 ( N ( J _ I III —I I - I —I II — I TO IAILI L— OW IFOIR I — FUTIURIE I — SILTIINICI — I I • CRA � Do 00 0o 0- -0 0 O 0 NONPERroPATED. RIGID SUBSURFACE D RIAIIN J : . I d ° ISSDI PIPE. SEE DEVELOPMENT MENT PLAN FOR ) �OTa rto SIZES(G" HINIMUV.I AND INVERT ELCVATIONS. O° ° •0�0 I i 'TYPICAL SAVALE DETAIL I IDRAW-11NC NOT TO SCALE) I-IAMILTON COUNTY SURVEYOR'S OFFICE RCVISr.D: 9 AUC 94 — STANDARD PLA1!! APPROVED: �_ /z 94 -18 I KENTON A ARD, HAI(I N COUNTY SURVEYOR D .TE OFFICE UP' 1'IIL. 11/11,4[L'1'01�T - COUijrI'Y SURVEYOR AST=Nc' rn Aim At (D COVCR As srcctrIED 11011- ASrI(ALTIC MASTIC T, OR BUTYL RUDDER SC AL OCTYCCII JOINTS.,1 _ ► `� - PRECAST CONCRETE ADJUSTER RINGS Ir HEEDED 112 INCHES or RINGS UAXIIftful. 24• DIAI(CTCR -�:f•: '•• ,"ji ECCENTRIC CONE OR P.ED000R '• CAP AS REQUIRED BY SITE Tx 1 -••i COtNDITIOUS. CONE TOP TO I(ATCI ADJUSTING RING PROFILE. PULL HEIOI(T VAIIHOLC� ?' - -! srcrs /.S SP CC[[, ED. ;t \ : -- tfA1a(CI•E co)Nroftus •� TO ASTU 470 V u C 0 -13IN0 GASKET NON- ASPHALTIC 1(I.STIC OR- ' % --)- UTYL RUBBER SEAL 48, OIAMr.TER PRr.CA5T L' AT JOINTS. "'4 CONCRETE SECTION - - - - -- :f u PREFORMED HOLE TO MAXIMUM —Or PIPE D.D. •a" WITTI DENCH WALLS AT MINIMUM �! l -.',w! hON•SIIRINK CEUCNT GROUT, ' /t- PER FOOT SLOPE. BEI1CIi WALLS TO BE CONSTRUCTED T SPPIt ' i OT ' �•'•• I :�; ;'1 •'. ,:;: STRUCTURES ARE TO tic (A GROUTED rULLY, TROWELED SMOOTH AND ORUSIt rimsifm E __ —. :• .;•: �••..,`.^ •..•.:•.: ••:::� REIRroRccn DAR rr.ccnST CASE _J :Cj.,l %iri:i ::i .:i %:::,f ;' ::t( ^:f •if ?^ : 4 a 12" 0 I CCNTER oR a" OR 6'• PER SECTION I tf"A°'"A'�'�-�•�""'-�' 'f' APPROVED ALTL•RNATIVE �I�'• •'�•''':i ' S NAIIIIOLE VASE SET ,. NfNIMUM ;K_ ::Nf. �"� J j j j� -'.I j DE —Off 0'• Of • 2 STONE STANDARD 1`JIANH0LE FOR PIPE Sl -ZES 12 'M IR U 24" I (DRAW'INC NOT TO SCALE= HAMILTON COU14'I'Y SURVEYOR'S OFFICE.• RCVIscD: f0 JAN 91 / STANDARD'PLAN APPROVED: `309 95'-9 KENTpH C. 1t ARD; NIA ILTOR COUNTY SURVEYOR - DA C 9800085 E � '. STATE OF 41V01ANP.• INAn DATE THIS'DRAIAANG 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.(2001) 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 LO L — CCS CO O Z x Q) O� tO (, l z �z W r� W DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: 1238V501 \DWGS \RE- PLAT \C801.DWG SHEET NO.: : F! ,1 i' u I O O 0 'a 0 'a 0 -Nl\ 0 o 'o 0 'o C REDUCING 1 o REOUIP,ED SSD MAIN 0 - o + MIN. SLOPE 0.30» 0 I 1 MIN. 4' SSD TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS NO SCALE HAMILTON COUNTY SURVEYORS OFFICE REVISEO: — STANOARO PLAN RECOMENDEO: APPROVED: L✓ p.a . _ APPROVL'1; II TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) CURB JOINT DETAIL 1 csol 4' -0" MIN. I -1'_ 111 ii it =1 ,I: 1 ° ° , n n -i u u ii n u u 4 Z Z W� o o- w� • (Wit' wG Cr MF as z 6' -0" BETWEEN TRANSVERSE JOINTS PREPARED SUBGRADE R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. NOT TO SCALE SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. SIDEWALK DETAIL 2 C801 9 SLOPE 1/$ PER FaoT MiN s SLOPE 1 /4' �T M- Y COSIT MAC SURFACE 3� /Y MAC BINDER e' /03 IMPACTED STONE BASE TYPICAL ALLEY SECTION 3 C801 11 2500 poi CONCRETE BOTTOM OF TRENCH \ Perspective View -earth cut away \\ � To be used when clear distance between pipes In 18" or less, or where noted on the drawings. CONCRETE CRADLE 4 c8o1 T^ 4.5- 24• _ C — N I.C. ELEYAnON 6 $ _ At IMS POINT .e•O.o,O.o,�. °,1•o,e•o, °•a, °•e •°.••a •••o •e'e••'e••'o e'e •. SUDG•RADE AG74EGAlr °'O.O °•0'0.0''•0 "'O' "�e''•O' DEPTH VARIES 'e•e'o• 'e• •e• 'a• 'a 'e• 'a• NOTES: Eroonsion joints are required at Storm Inlets Contraction pints souk be instelleo el IG• ICC&gs. Spacing she, be S' on curve radii. Contraction joints sho, be tooled or sa[n in continuously poured curbs to a depth of 112' mil. VALLEY GUTTER DETAIL NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: 4 -3- 9 7 STANDARD llaxw C" r1Y�IGSU "K 46-114- _d- -9 C -3 MY ef[tae )MIL tIAhtlL'I'0N (.:O(1N'I.'Y SUIZVEY01Z i C U R 13 I N 1, T A 131_, I _ 11II1k' -- STRUCTURES - STRUCTURES ANGLE ANU - SI;111 - - C(Irin CAS'l 114C S!ZF: LESS TITAN 411" GlIFATIAt TITAN (IIIAI.IT'Y Of RC(IUIIIEr. C'A.•:Tl11G •1501 'f 1. NINCIIESI 111101.1 •I• /C 'TO 411" F1101A T/C PIPES WILL R• fA(IIN L Tit INVI;II'I• to INVERT 11equil(R IIINCIIESI SI'E(:IAI. DERIGN 12 TO 10 24 X 24 ••• 1)CSIGI4 tin YUS YFS -- - - -- - - -- -- - AI.1'ROVA _ 12 TO 1. l0 r0 :t MII /Box DFSIGN -- 21 'i'U 27 2.1 X :It, - - - -- . - -- - 1)ESI(u Nn -- rl(1 -- - y E.", 12 'to 24 -- 10 X ao - - -..— - Dl:SIC11 NO - YP ^ -- -YES 24 011 LARGER UESI/ l4 nF.SIGN ND NO YES °-- - --- -- - AI'I'I(D'SAI_. APPROVAL 24 011 I.ARCt ;R FIII /BOX tll•'SIC14 - — YF:S• -- - 1'f: -S - YF.:t • PIPFS 110 LANCER THAN 10" CAN 1113 USED IN TIIE 2' SIDE 01' 'rills UOX. -INCOMING. AND OUT GOING I'if r:S EFFECT STEPS IN TIIIS STRUCTURE. --,SPECIAL NO'rl.: STRUCTURES DEEPE11 THAN 40" FROM T /C• TO INVERT WILL NC A M.11.Olt A BOX WITH S'I'EI'S UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL lgwrr:. s'rltIIcrUREs Wn.l. nt:: Dr•,SIGrn:D t'OR MAXIMUM FLOW IN SPECIAL NOTE: COUNTY' MAY I111OUIRE' STFVS TO VE INSTAI.I.ED AF'T'ER STRUCTURE IS SET, 1'0 IMPROVE; ACCESS. IJAMIL.=T'ON COUN'T'Y SUIZVI-;YOR'S OF'I"ICN'' - — Revisr.D 29 OCT ID07.. _ STANDARD PLAN rAI1PR0VED:. ~�_�_r _.— _...___ ....._ .. —_ KBt 1N C- NAllll IA1111�TM4 COUNTY SIIMVY.YNI( �Aj i I OhI:ICE OF THE HAb11UI'ON COUNTY SURVEYOR EXISTING GRACE T- T- T= T- rl--�- •r II=I I I -III -i PR I I I I I I I- _ - III - III - III -III 111 �- IOPOSED GRANDE III- I I I -III -I I -III -I ( I -III I I I I UNDERCUT' SN'ALE BY 0.2'' TO ALLOW FOR FUTURE SILTING' = I I I =1 I I —I 11 =1 11 =1 I I —I I i —I 11 =1 I I —I 11 =1 I I—=1 I I —I UNDERDRAINS REQUIPED I14 S11'AILS WITH LESS THAN 1/. SLOPE r I:XIST'ING GRADE - --1 =111 -1 �`I "I I- III -I r -I I I-I I I-I I- -I PR I I IEDI I I- III -I 11 =I OPOSED GRADE I III 1 —I I I —I (" UNDERCUT SW'ALE BY 0.2' - III -III �O � 0000 ( N ( J _ I III —I I - I —I II — I TO IAILI L— OW IFOIR I — FUTIURIE I — SILTIINICI — I I • CRA � Do 00 0o 0- -0 0 O 0 NONPERroPATED. RIGID SUBSURFACE D RIAIIN J : . I d ° ISSDI PIPE. SEE DEVELOPMENT MENT PLAN FOR ) �OTa rto SIZES(G" HINIMUV.I AND INVERT ELCVATIONS. O° ° •0�0 I i 'TYPICAL SAVALE DETAIL I IDRAW-11NC NOT TO SCALE) I-IAMILTON COUNTY SURVEYOR'S OFFICE RCVISr.D: 9 AUC 94 — STANDARD PLA1!! APPROVED: �_ /z 94 -18 I KENTON A ARD, HAI(I N COUNTY SURVEYOR D .TE OFFICE UP' 1'IIL. 11/11,4[L'1'01�T - COUijrI'Y SURVEYOR AST=Nc' rn Aim At (D COVCR As srcctrIED 11011- ASrI(ALTIC MASTIC T, OR BUTYL RUDDER SC AL OCTYCCII JOINTS.,1 _ ► `� - PRECAST CONCRETE ADJUSTER RINGS Ir HEEDED 112 INCHES or RINGS UAXIIftful. 24• DIAI(CTCR -�:f•: '•• ,"ji ECCENTRIC CONE OR P.ED000R '• CAP AS REQUIRED BY SITE Tx 1 -••i COtNDITIOUS. CONE TOP TO I(ATCI ADJUSTING RING PROFILE. PULL HEIOI(T VAIIHOLC� ?' - -! srcrs /.S SP CC[[, ED. ;t \ : -- tfA1a(CI•E co)Nroftus •� TO ASTU 470 V u C 0 -13IN0 GASKET NON- ASPHALTIC 1(I.STIC OR- ' % --)- UTYL RUBBER SEAL 48, OIAMr.TER PRr.CA5T L' AT JOINTS. "'4 CONCRETE SECTION - - - - -- :f u PREFORMED HOLE TO MAXIMUM —Or PIPE D.D. •a" WITTI DENCH WALLS AT MINIMUM �! l -.',w! hON•SIIRINK CEUCNT GROUT, ' /t- PER FOOT SLOPE. BEI1CIi WALLS TO BE CONSTRUCTED T SPPIt ' i OT ' �•'•• I :�; ;'1 •'. ,:;: STRUCTURES ARE TO tic (A GROUTED rULLY, TROWELED SMOOTH AND ORUSIt rimsifm E __ —. :• .;•: �••..,`.^ •..•.:•.: ••:::� REIRroRccn DAR rr.ccnST CASE _J :Cj.,l %iri:i ::i .:i %:::,f ;' ::t( ^:f •if ?^ : 4 a 12" 0 I CCNTER oR a" OR 6'• PER SECTION I tf"A°'"A'�'�-�•�""'-�' 'f' APPROVED ALTL•RNATIVE �I�'• •'�•''':i ' S NAIIIIOLE VASE SET ,. NfNIMUM ;K_ ::Nf. �"� J j j j� -'.I j DE —Off 0'• Of • 2 STONE STANDARD 1`JIANH0LE FOR PIPE Sl -ZES 12 'M IR U 24" I (DRAW'INC NOT TO SCALE= HAMILTON COU14'I'Y SURVEYOR'S OFFICE.• RCVIscD: f0 JAN 91 / STANDARD'PLAN APPROVED: `309 95'-9 KENTpH C. 1t ARD; NIA ILTOR COUNTY SURVEYOR - DA C 9800085 E � '. STATE OF 41V01ANP.• INAn DATE THIS'DRAIAANG 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.(2001) 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 LO L — CCS CO O Z x Q) O� tO (, l z �z W r� W DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: 1238V501 \DWGS \RE- PLAT \C801.DWG SHEET NO.: : F! ,1 i' u I PREPARED SUBGRADE R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. NOT TO SCALE SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. SIDEWALK DETAIL 2 C801 9 SLOPE 1/$ PER FaoT MiN s SLOPE 1 /4' �T M- Y COSIT MAC SURFACE 3� /Y MAC BINDER e' /03 IMPACTED STONE BASE TYPICAL ALLEY SECTION 3 C801 11 2500 poi CONCRETE BOTTOM OF TRENCH \ Perspective View -earth cut away \\ � To be used when clear distance between pipes In 18" or less, or where noted on the drawings. CONCRETE CRADLE 4 c8o1 T^ 4.5- 24• _ C — N I.C. ELEYAnON 6 $ _ At IMS POINT .e•O.o,O.o,�. °,1•o,e•o, °•a, °•e •°.••a •••o •e'e••'e••'o e'e •. SUDG•RADE AG74EGAlr °'O.O °•0'0.0''•0 "'O' "�e''•O' DEPTH VARIES 'e•e'o• 'e• •e• 'a• 'a 'e• 'a• NOTES: Eroonsion joints are required at Storm Inlets Contraction pints souk be instelleo el IG• ICC&gs. Spacing she, be S' on curve radii. Contraction joints sho, be tooled or sa[n in continuously poured curbs to a depth of 112' mil. VALLEY GUTTER DETAIL NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: 4 -3- 9 7 STANDARD llaxw C" r1Y�IGSU "K 46-114- _d- -9 C -3 MY ef[tae )MIL tIAhtlL'I'0N (.:O(1N'I.'Y SUIZVEY01Z i C U R 13 I N 1, T A 131_, I _ 11II1k' -- STRUCTURES - STRUCTURES ANGLE ANU - SI;111 - - C(Irin CAS'l 114C S!ZF: LESS TITAN 411" GlIFATIAt TITAN (IIIAI.IT'Y Of RC(IUIIIEr. C'A.•:Tl11G •1501 'f 1. NINCIIESI 111101.1 •I• /C 'TO 411" F1101A T/C PIPES WILL R• fA(IIN L Tit INVI;II'I• to INVERT 11equil(R IIINCIIESI SI'E(:IAI. DERIGN 12 TO 10 24 X 24 ••• 1)CSIGI4 tin YUS YFS -- - - -- - - -- -- - AI.1'ROVA _ 12 TO 1. l0 r0 :t MII /Box DFSIGN -- 21 'i'U 27 2.1 X :It, - - - -- . - -- - 1)ESI(u Nn -- rl(1 -- - y E.", 12 'to 24 -- 10 X ao - - -..— - Dl:SIC11 NO - YP ^ -- -YES 24 011 LARGER UESI/ l4 nF.SIGN ND NO YES °-- - --- -- - AI'I'I(D'SAI_. APPROVAL 24 011 I.ARCt ;R FIII /BOX tll•'SIC14 - — YF:S• -- - 1'f: -S - YF.:t • PIPFS 110 LANCER THAN 10" CAN 1113 USED IN TIIE 2' SIDE 01' 'rills UOX. -INCOMING. AND OUT GOING I'if r:S EFFECT STEPS IN TIIIS STRUCTURE. --,SPECIAL NO'rl.: STRUCTURES DEEPE11 THAN 40" FROM T /C• TO INVERT WILL NC A M.11.Olt A BOX WITH S'I'EI'S UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL lgwrr:. s'rltIIcrUREs Wn.l. nt:: Dr•,SIGrn:D t'OR MAXIMUM FLOW IN SPECIAL NOTE: COUNTY' MAY I111OUIRE' STFVS TO VE INSTAI.I.ED AF'T'ER STRUCTURE IS SET, 1'0 IMPROVE; ACCESS. IJAMIL.=T'ON COUN'T'Y SUIZVI-;YOR'S OF'I"ICN'' - — Revisr.D 29 OCT ID07.. _ STANDARD PLAN rAI1PR0VED:. ~�_�_r _.— _...___ ....._ .. —_ KBt 1N C- NAllll IA1111�TM4 COUNTY SIIMVY.YNI( �Aj i I OhI:ICE OF THE HAb11UI'ON COUNTY SURVEYOR EXISTING GRACE T- T- T= T- rl--�- •r II=I I I -III -i PR I I I I I I I- _ - III - III - III -III 111 �- IOPOSED GRANDE III- I I I -III -I I -III -I ( I -III I I I I UNDERCUT' SN'ALE BY 0.2'' TO ALLOW FOR FUTURE SILTING' = I I I =1 I I —I 11 =1 11 =1 I I —I I i —I 11 =1 I I —I 11 =1 I I—=1 I I —I UNDERDRAINS REQUIPED I14 S11'AILS WITH LESS THAN 1/. SLOPE r I:XIST'ING GRADE - --1 =111 -1 �`I "I I- III -I r -I I I-I I I-I I- -I PR I I IEDI I I- III -I 11 =I OPOSED GRADE I III 1 —I I I —I (" UNDERCUT SW'ALE BY 0.2' - III -III �O � 0000 ( N ( J _ I III —I I - I —I II — I TO IAILI L— OW IFOIR I — FUTIURIE I — SILTIINICI — I I • CRA � Do 00 0o 0- -0 0 O 0 NONPERroPATED. RIGID SUBSURFACE D RIAIIN J : . I d ° ISSDI PIPE. SEE DEVELOPMENT MENT PLAN FOR ) �OTa rto SIZES(G" HINIMUV.I AND INVERT ELCVATIONS. O° ° •0�0 I i 'TYPICAL SAVALE DETAIL I IDRAW-11NC NOT TO SCALE) I-IAMILTON COUNTY SURVEYOR'S OFFICE RCVISr.D: 9 AUC 94 — STANDARD PLA1!! APPROVED: �_ /z 94 -18 I KENTON A ARD, HAI(I N COUNTY SURVEYOR D .TE OFFICE UP' 1'IIL. 11/11,4[L'1'01�T - COUijrI'Y SURVEYOR AST=Nc' rn Aim At (D COVCR As srcctrIED 11011- ASrI(ALTIC MASTIC T, OR BUTYL RUDDER SC AL OCTYCCII JOINTS.,1 _ ► `� - PRECAST CONCRETE ADJUSTER RINGS Ir HEEDED 112 INCHES or RINGS UAXIIftful. 24• DIAI(CTCR -�:f•: '•• ,"ji ECCENTRIC CONE OR P.ED000R '• CAP AS REQUIRED BY SITE Tx 1 -••i COtNDITIOUS. CONE TOP TO I(ATCI ADJUSTING RING PROFILE. PULL HEIOI(T VAIIHOLC� ?' - -! srcrs /.S SP CC[[, ED. ;t \ : -- tfA1a(CI•E co)Nroftus •� TO ASTU 470 V u C 0 -13IN0 GASKET NON- ASPHALTIC 1(I.STIC OR- ' % --)- UTYL RUBBER SEAL 48, OIAMr.TER PRr.CA5T L' AT JOINTS. "'4 CONCRETE SECTION - - - - -- :f u PREFORMED HOLE TO MAXIMUM —Or PIPE D.D. •a" WITTI DENCH WALLS AT MINIMUM �! l -.',w! hON•SIIRINK CEUCNT GROUT, ' /t- PER FOOT SLOPE. BEI1CIi WALLS TO BE CONSTRUCTED T SPPIt ' i OT ' �•'•• I :�; ;'1 •'. ,:;: STRUCTURES ARE TO tic (A GROUTED rULLY, TROWELED SMOOTH AND ORUSIt rimsifm E __ —. :• .;•: �••..,`.^ •..•.:•.: ••:::� REIRroRccn DAR rr.ccnST CASE _J :Cj.,l %iri:i ::i .:i %:::,f ;' ::t( ^:f •if ?^ : 4 a 12" 0 I CCNTER oR a" OR 6'• PER SECTION I tf"A°'"A'�'�-�•�""'-�' 'f' APPROVED ALTL•RNATIVE �I�'• •'�•''':i ' S NAIIIIOLE VASE SET ,. NfNIMUM ;K_ ::Nf. �"� J j j j� -'.I j DE —Off 0'• Of • 2 STONE STANDARD 1`JIANH0LE FOR PIPE Sl -ZES 12 'M IR U 24" I (DRAW'INC NOT TO SCALE= HAMILTON COU14'I'Y SURVEYOR'S OFFICE.• RCVIscD: f0 JAN 91 / STANDARD'PLAN APPROVED: `309 95'-9 KENTpH C. 1t ARD; NIA ILTOR COUNTY SURVEYOR - DA C 9800085 E � '. STATE OF 41V01ANP.• INAn DATE THIS'DRAIAANG 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.(2001) 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 LO L — CCS CO O Z x Q) O� tO (, l z �z W r� W DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: 1238V501 \DWGS \RE- PLAT \C801.DWG SHEET NO.: : F! ,1 i' u I IJAMIL.=T'ON COUN'T'Y SUIZVI-;YOR'S OF'I"ICN'' - — Revisr.D 29 OCT ID07.. _ STANDARD PLAN rAI1PR0VED:. ~�_�_r _.— _...___ ....._ .. —_ KBt 1N C- NAllll IA1111�TM4 COUNTY SIIMVY.YNI( �Aj i I OhI:ICE OF THE HAb11UI'ON COUNTY SURVEYOR EXISTING GRACE T- T- T= T- rl--�- •r II=I I I -III -i PR I I I I I I I- _ - III - III - III -III 111 �- IOPOSED GRANDE III- I I I -III -I I -III -I ( I -III I I I I UNDERCUT' SN'ALE BY 0.2'' TO ALLOW FOR FUTURE SILTING' = I I I =1 I I —I 11 =1 11 =1 I I —I I i —I 11 =1 I I —I 11 =1 I I—=1 I I —I UNDERDRAINS REQUIPED I14 S11'AILS WITH LESS THAN 1/. SLOPE r I:XIST'ING GRADE - --1 =111 -1 �`I "I I- III -I r -I I I-I I I-I I- -I PR I I IEDI I I- III -I 11 =I OPOSED GRADE I III 1 —I I I —I (" UNDERCUT SW'ALE BY 0.2' - III -III �O � 0000 ( N ( J _ I III —I I - I —I II — I TO IAILI L— OW IFOIR I — FUTIURIE I — SILTIINICI — I I • CRA � Do 00 0o 0- -0 0 O 0 NONPERroPATED. RIGID SUBSURFACE D RIAIIN J : . I d ° ISSDI PIPE. SEE DEVELOPMENT MENT PLAN FOR ) �OTa rto SIZES(G" HINIMUV.I AND INVERT ELCVATIONS. O° ° •0�0 I i 'TYPICAL SAVALE DETAIL I IDRAW-11NC NOT TO SCALE) I-IAMILTON COUNTY SURVEYOR'S OFFICE RCVISr.D: 9 AUC 94 — STANDARD PLA1!! APPROVED: �_ /z 94 -18 I KENTON A ARD, HAI(I N COUNTY SURVEYOR D .TE OFFICE UP' 1'IIL. 11/11,4[L'1'01�T - COUijrI'Y SURVEYOR AST=Nc' rn Aim At (D COVCR As srcctrIED 11011- ASrI(ALTIC MASTIC T, OR BUTYL RUDDER SC AL OCTYCCII JOINTS.,1 _ ► `� - PRECAST CONCRETE ADJUSTER RINGS Ir HEEDED 112 INCHES or RINGS UAXIIftful. 24• DIAI(CTCR -�:f•: '•• ,"ji ECCENTRIC CONE OR P.ED000R '• CAP AS REQUIRED BY SITE Tx 1 -••i COtNDITIOUS. CONE TOP TO I(ATCI ADJUSTING RING PROFILE. PULL HEIOI(T VAIIHOLC� ?' - -! srcrs /.S SP CC[[, ED. ;t \ : -- tfA1a(CI•E co)Nroftus •� TO ASTU 470 V u C 0 -13IN0 GASKET NON- ASPHALTIC 1(I.STIC OR- ' % --)- UTYL RUBBER SEAL 48, OIAMr.TER PRr.CA5T L' AT JOINTS. "'4 CONCRETE SECTION - - - - -- :f u PREFORMED HOLE TO MAXIMUM —Or PIPE D.D. •a" WITTI DENCH WALLS AT MINIMUM �! l -.',w! hON•SIIRINK CEUCNT GROUT, ' /t- PER FOOT SLOPE. BEI1CIi WALLS TO BE CONSTRUCTED T SPPIt ' i OT ' �•'•• I :�; ;'1 •'. ,:;: STRUCTURES ARE TO tic (A GROUTED rULLY, TROWELED SMOOTH AND ORUSIt rimsifm E __ —. :• .;•: �••..,`.^ •..•.:•.: ••:::� REIRroRccn DAR rr.ccnST CASE _J :Cj.,l %iri:i ::i .:i %:::,f ;' ::t( ^:f •if ?^ : 4 a 12" 0 I CCNTER oR a" OR 6'• PER SECTION I tf"A°'"A'�'�-�•�""'-�' 'f' APPROVED ALTL•RNATIVE �I�'• •'�•''':i ' S NAIIIIOLE VASE SET ,. NfNIMUM ;K_ ::Nf. �"� J j j j� -'.I j DE —Off 0'• Of • 2 STONE STANDARD 1`JIANH0LE FOR PIPE Sl -ZES 12 'M IR U 24" I (DRAW'INC NOT TO SCALE= HAMILTON COU14'I'Y SURVEYOR'S OFFICE.• RCVIscD: f0 JAN 91 / STANDARD'PLAN APPROVED: `309 95'-9 KENTpH C. 1t ARD; NIA ILTOR COUNTY SURVEYOR - DA C 9800085 E � '. STATE OF 41V01ANP.• INAn DATE THIS'DRAIAANG 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.(2001) 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 LO L — CCS CO O Z x Q) O� tO (, l z �z W r� W DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: 1238V501 \DWGS \RE- PLAT \C801.DWG SHEET NO.: : F! ,1 i' u I 9800085 E � '. STATE OF 41V01ANP.• INAn DATE THIS'DRAIAANG 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.(2001) 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 LO L — CCS CO O Z x Q) O� tO (, l z �z W r� W DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: 1238V501 \DWGS \RE- PLAT \C801.DWG SHEET NO.: : F! ,1 i' u I DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: 1238V501 \DWGS \RE- PLAT \C801.DWG SHEET NO.: : F! ,1 i' u I : F! ,1 i' u I