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(Q °vAsr ro Dw.Dc Yml coActtrt Rp s PERFORATED STORM PIPE (SEE PLAN FOR LOCATIONS) M' YN IOPSOL or YD DavN.TED ND DxDAm nu / I I uuDwsm sa J � I 1 ' ' � mmslwem s¢ I PPF pNTM RNARw � : ' ; •. ,- SMD PIPC (SQ PUN mP SCE) � r SANG Dm • rAf R[0'D CSECTIONS AT STORM DRAIN PIPE NOT TO SCALE 5OIIn STORM PIPF (SEE PLAN FOR LOCATIONS) CSECTION AT DRYWELL 4-�ANS— MSIOLOEOCOxfINUDU9 xT cx" .. NOT TO SCALE i UT SE�A�LPA,Mu ITH CONCRETE PAVEMEM CONCRfIE PAEMEM _ N ?MB Ew�ONTROL Ys]COMPACTED- - EGATEBASE AGGREGATE— AGGR N—EMODM00WELAT1rOC DRAINAGE STROCTORE CHART COMPACTED SUBOMDE COMPACTEO SUSGRADE ORAS mRECTEDOH THE PUNS COMPACT TD 05% COMPACT TO Ds% CONCRETE JOINT xD mE DR uPADR RPE Da P CONCRETE CONCRETE oR-1 D6PYBL ./aiw nASN Yd'AJL• :Mxo sQ UN E -r DA P� PAVEMENT AT DRIVE P2 PAVEMENT AT WALK Dmwu./artxBix vim• BDu sQPUN CCONCRUE PAVEMENT DETAILS NOT TO SCALE llt'PHS—IED C11111N, ONl AaIACENTBRICK PA ERe SEE PIANI El,l JOINT JOINT FIM-5SIIH el.f JOINT SEALER MAIL fia D.G PAVERS (SEE PIAN) OPEN JOINTS TO OPENJOINTSTO ALLOW DMINAGE TOPCWRSE•C —CENT r N .11ElIC ESI3EE1 1 r UWNIANOSCAPE }--r WNRANOSCMB PAVE.NTIEEEPIANI J�r 1.1?MA%. DEPTH o11J•,S r THICKNTNCRETE�9ANO BEO DEPTH SAND BED I I �LANOSLAPE.� ' ill,—R.IIa J IA I I R, tN• 0..w u 1=8 S'THILKpS] � 1^ b .,/5• COMPACTED I',.•••• '.•; ',' AGORECTED - _ GREGATE BASE _ - ACOTMPACTED _ - - 1•THICNISJ GATEBASE _ - rTNCN YS] AGGREGATE EASE CDMI—TEO - - - - - - COMPACTED COMPACTED SUBGRADE (2) IS BARS CONT. COMPACTED SUBGRAOE RIYMBAR—H, AGGREGATE BASE - -I\ Co.—MPACTED SUBGMOC A OREOATE BABE COMPACT TO 95% COMPACT 7005% \` TD 9s% (Npfi BW3 CONE. COMPACTEDSUBGRADE IDp5BAN5 CONE, COMPACT TO SS% AT DRIVE - AT DRIVE - TOP LEVEL AT PAVEMENT - TOP AT PAVEMENT - TOP 0C� ADJACENT TO PAVEMENT C2 PAVEMENT NOT USED C3 LEVEL WITH LAWN C4 LEVEL NOT U SED LAWN CCONCRETE CURB DETAILS NOT TO SCALE K I L ARCHITECTURE P L A N N I N G 1126 UNCOLNWAY EAST SOUTH BEND •IN 4 6 6 0 1 GREGORY A -KL NCARB AIA ARCHITECT 5742882654 FIX, . 266. . 2120 k0er<Nllaclwa.twn REHABILITATION AT THE FORMER KIZER HOUSE 803 W. WASHINGTON ST. SOUTH SEND. IN D I A N A 4 6 6 0 1 PROPOSED SITE DETAILS DATE: A.I.-I I6. 2011 REVISED: I COS. R.Nw 301 llji I I C2.2 r wL aPSEa PDBOMRO PNC ./ SDOI (ITERDI ITSsvq�li 77,e IN IT umrsnDem saM� I i IT PNCIN4R1ONA60N I '_•^ ': � FLICII DBRIC MAV T r ITY� T� —0111 IND MUST T.,. -110 iT3' hT;YIro� �..��. .�:. k�T, o o..� 9? IS IT S o o a a L�•T,f �iY PERFORATED STORM PIPE (SEE PLAN FOR LOCATIONS) M' YN IOPSOL or YD DavN.TED ND DxDAm nu / I I uuDwsm sa J � I 1 ' ' � mmslwem s¢ I PPF pNTM RNARw � : ' ; •. ,- SMD PIPC (SQ PUN mP SCE) � r SANG Dm • rAf R[0'D CSECTIONS AT STORM DRAIN PIPE NOT TO SCALE 5OIIn STORM PIPF (SEE PLAN FOR LOCATIONS) CSECTION AT DRYWELL 4-�ANS— MSIOLOEOCOxfINUDU9 xT cx" .. NOT TO SCALE i UT SE�A�LPA,Mu ITH CONCRETE PAVEMEM CONCRfIE PAEMEM _ N ?MB Ew�ONTROL Ys]COMPACTED- - EGATEBASE AGGREGATE— AGGR N—EMODM00WELAT1rOC DRAINAGE STROCTORE CHART COMPACTED SUBOMDE COMPACTEO SUSGRADE ORAS mRECTEDOH THE PUNS COMPACT TD 05% COMPACT TO Ds% CONCRETE JOINT xD mE DR uPADR RPE Da P CONCRETE CONCRETE oR-1 D6PYBL ./aiw nASN Yd'AJL• :Mxo sQ UN E -r DA P� PAVEMENT AT DRIVE P2 PAVEMENT AT WALK Dmwu./artxBix vim• BDu sQPUN CCONCRUE PAVEMENT DETAILS NOT TO SCALE llt'PHS—IED C11111N, ONl AaIACENTBRICK PA ERe SEE PIANI El,l JOINT JOINT FIM-5SIIH el.f JOINT SEALER MAIL fia D.G PAVERS (SEE PIAN) OPEN JOINTS TO OPENJOINTSTO ALLOW DMINAGE TOPCWRSE•C —CENT r N .11ElIC ESI3EE1 1 r UWNIANOSCAPE }--r WNRANOSCMB PAVE.NTIEEEPIANI J�r 1.1?MA%. DEPTH o11J•,S r THICKNTNCRETE�9ANO BEO DEPTH SAND BED I I �LANOSLAPE.� ' ill,—R.IIa J IA I I R, tN• 0..w u 1=8 S'THILKpS] � 1^ b .,/5• COMPACTED I',.•••• '.•; ',' AGORECTED - _ GREGATE BASE _ - ACOTMPACTED _ - - 1•THICNISJ GATEBASE _ - rTNCN YS] AGGREGATE EASE CDMI—TEO - - - - - - COMPACTED COMPACTED SUBGRADE (2) IS BARS CONT. COMPACTED SUBGRAOE RIYMBAR—H, AGGREGATE BASE - -I\ Co.—MPACTED SUBGMOC A OREOATE BABE COMPACT TO 95% COMPACT 7005% \` TD 9s% (Npfi BW3 CONE. COMPACTEDSUBGRADE IDp5BAN5 CONE, COMPACT TO SS% AT DRIVE - AT DRIVE - TOP LEVEL AT PAVEMENT - TOP AT PAVEMENT - TOP 0C� ADJACENT TO PAVEMENT C2 PAVEMENT NOT USED C3 LEVEL WITH LAWN C4 LEVEL NOT U SED LAWN CCONCRETE CURB DETAILS NOT TO SCALE K I L ARCHITECTURE P L A N N I N G 1126 UNCOLNWAY EAST SOUTH BEND •IN 4 6 6 0 1 GREGORY A -KL NCARB AIA ARCHITECT 5742882654 FIX, . 266. . 2120 k0er<Nllaclwa.twn REHABILITATION AT THE FORMER KIZER HOUSE 803 W. WASHINGTON ST. SOUTH SEND. IN D I A N A 4 6 6 0 1 PROPOSED SITE DETAILS DATE: A.I.-I I6. 2011 REVISED: I COS. R.Nw 301 llji I I C2.2 r wL aPSEa PDBOMRO PNC ./ SDOI (ITERDI ITSsvq�li 77,e umrsnDem saM� I i ;,;jtt i � `wDmwem sDE PNCIN4R1ONA60N I '_•^ ': � FLICII DBRIC MAV T r —0111 IND MUST PERFORATED STORM PIPE (SEE PLAN FOR LOCATIONS) M' YN IOPSOL or YD DavN.TED ND DxDAm nu / I I uuDwsm sa J � I 1 ' ' � mmslwem s¢ I PPF pNTM RNARw � : ' ; •. ,- SMD PIPC (SQ PUN mP SCE) � r SANG Dm • rAf R[0'D CSECTIONS AT STORM DRAIN PIPE NOT TO SCALE 5OIIn STORM PIPF (SEE PLAN FOR LOCATIONS) CSECTION AT DRYWELL 4-�ANS— MSIOLOEOCOxfINUDU9 xT cx" .. NOT TO SCALE i UT SE�A�LPA,Mu ITH CONCRETE PAVEMEM CONCRfIE PAEMEM _ N ?MB Ew�ONTROL Ys]COMPACTED- - EGATEBASE AGGREGATE— AGGR N—EMODM00WELAT1rOC DRAINAGE STROCTORE CHART COMPACTED SUBOMDE COMPACTEO SUSGRADE ORAS mRECTEDOH THE PUNS COMPACT TD 05% COMPACT TO Ds% CONCRETE JOINT xD mE DR uPADR RPE Da P CONCRETE CONCRETE oR-1 D6PYBL ./aiw nASN Yd'AJL• :Mxo sQ UN E -r DA P� PAVEMENT AT DRIVE P2 PAVEMENT AT WALK Dmwu./artxBix vim• BDu sQPUN CCONCRUE PAVEMENT DETAILS NOT TO SCALE llt'PHS—IED C11111N, ONl AaIACENTBRICK PA ERe SEE PIANI El,l JOINT JOINT FIM-5SIIH el.f JOINT SEALER MAIL fia D.G PAVERS (SEE PIAN) OPEN JOINTS TO OPENJOINTSTO ALLOW DMINAGE TOPCWRSE•C —CENT r N .11ElIC ESI3EE1 1 r UWNIANOSCAPE }--r WNRANOSCMB PAVE.NTIEEEPIANI J�r 1.1?MA%. DEPTH o11J•,S r THICKNTNCRETE�9ANO BEO DEPTH SAND BED I I �LANOSLAPE.� ' ill,—R.IIa J IA I I R, tN• 0..w u 1=8 S'THILKpS] � 1^ b .,/5• COMPACTED I',.•••• '.•; ',' AGORECTED - _ GREGATE BASE _ - ACOTMPACTED _ - - 1•THICNISJ GATEBASE _ - rTNCN YS] AGGREGATE EASE CDMI—TEO - - - - - - COMPACTED COMPACTED SUBGRADE (2) IS BARS CONT. COMPACTED SUBGRAOE RIYMBAR—H, AGGREGATE BASE - -I\ Co.—MPACTED SUBGMOC A OREOATE BABE COMPACT TO 95% COMPACT 7005% \` TD 9s% (Npfi BW3 CONE. COMPACTEDSUBGRADE IDp5BAN5 CONE, COMPACT TO SS% AT DRIVE - AT DRIVE - TOP LEVEL AT PAVEMENT - TOP AT PAVEMENT - TOP 0C� ADJACENT TO PAVEMENT C2 PAVEMENT NOT USED C3 LEVEL WITH LAWN C4 LEVEL NOT U SED LAWN CCONCRETE CURB DETAILS NOT TO SCALE K I L ARCHITECTURE P L A N N I N G 1126 UNCOLNWAY EAST SOUTH BEND •IN 4 6 6 0 1 GREGORY A -KL NCARB AIA ARCHITECT 5742882654 FIX, . 266. . 2120 k0er<Nllaclwa.twn REHABILITATION AT THE FORMER KIZER HOUSE 803 W. WASHINGTON ST. SOUTH SEND. IN D I A N A 4 6 6 0 1 PROPOSED SITE DETAILS DATE: A.I.-I I6. 2011 REVISED: I COS. R.Nw 301 llji I I C2.2