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HomeMy WebLinkAboutC801 General DetailsQ a A 4 4 4 EPDXY BONDING AGENT 4 Cd d If 6" EXISTING PAVEMENT 2 "R ft fi RUDED CONCRETE CURB a ceoi -a o O t} O 0 0 u Q o o u Q o 0 u Q o o u Q o u Q 0 c.� Q O u Q O v o Q o 0 0 0 0 Q o Q o O o O 0 O O o 0 O 0 O o o p 0 0 p Q o o p Q o o p Q o o Q° 0 Q 0 o Q o o_ o 0 0 o 0 0 °Q 0 o 0Q 0°000°0 ,o °O o °O L 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION 24' 48' PAVEMENT GRADE DAWrlArMT BACKFILL COMPACTED SUBGRADE TRANSVERSE EXPANSION JOIN 20' R. OPTIONAL JOINT PATTERN 6 20' R. END OF DAY'S WORK 15' B END OF DAY'S WORK 20' R. NOTE: 1. SEE D.O.T. STD. PLAN 11 -02 FOR LETTER REFERENCE OF JOINT DETAILS. 2. TRANSVERSE JOINTS TO EXTEND THRU CURB. 3. SEE D.O.T. SHT. 3 STD. PLAN 11 -01 FOR CROSS SECTION JOINT LOCATIONS. 4. SEE D.O.T. SHT. 2 STD. PLAN 11 -01 FOR CUL —DE —SAC JOINT LOCATIONS. PAVEMENT JOINT DETAILS (D.O.T. 11.01) Air I r SLOPE: 1/4" PER FOOT 20' R. MIN CONCRETE WALK SCORE 1/4" R CONCRETE CURB AND WALK 100' OM rIni *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL OF TOPSOIL 6 I) N 24" 3/4" 24" 6" NO SCALE 18" COMPACTED SUBGRADE 1/4" R f I 'o Y�0 0 PAVEMENT C801 TOP OF CURB TRANSVERSE EXPANSION JOINTS 2' CONCRETE CHAIRBACK CURB AND GUTTER 3" OF TOPSOIL III EARTH REEI III BACKFILL II 1 `11 II —I�I- .111 -11 #53 COMPACTED STONE BASE 6 18" 0 o Q o o Q O O 0 0 Q o Q 0 o Q o o Q o 0 0 o Q 0 0 0 0 o Q o 0 0 0 O O O Q o O O 0 0 O o O 24" O o O o o o o o o o 0 o O• o O• o O• o O. o o o 0 O O O o 0 0 C •o o° oo o.o oo oo o•.. oo oo oo ao o. o O o O o o o O o o O o O 0 o 24 O o O 0 0 o 0 o 0 0. 0 0 O o O O 0 O o O O 0 o 0 .11 n 0 n o O o O o 0 o O o 0 o 0 o o O o j V////////7/ SAW CUT BACK OFF OF EXISTING CURB TO FORM VALLEY GUTTER (APPRX 39LF) EX. 2' CHAIR BACK CURB 1) 2' CONCRETE CHAIRBACK CURB C801 (WITHOUT GUTTER) O° O Q° O Q° O Q° O o o 0 0 0 Q C O o °O 0 o O o O o 0 0 O 0 O o O 0 o O L-1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 SECTION PARKING LOT PAVEMENT SECTION 6" EXTRUDEABLE CURB MATCH EX. GRADES STD 2' CHAIR BACK CURB MATCH EX. GRADES N) HANDICAP PARKING SIGN DETAIL NO SCALE 18" RESERVED PARKING- CIF "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. SECTION "A—A" YAN ACCESSIBLE 6" EXTRUDEABLE CURB MATCH EX. GRADES 6" 12" MODIFIED VALLEY GUTTER (EX. CHAIRBACK CURB) 1. SAWCUT EXISTING EDGE NEW PAVEMENT 1' -0" ti MIN. 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 MATCH EX. GRADES SAW CUT LIMITS 7 C TYPICAL PAVEMENT TIE —IN BLUE ILLUMINATING TAPE (SYMBOL BLOCK) WHITE ILLUMINATING TAPE (BACKGROUND) GREEN ILLUMINATING TAPE (ARROW) EXISTING CHAIRBACK CURB GREEN ILLUMINATING TAPE (LETTERS) ,4----GREEN ILLUMINATING TAPE (BORDER) EX. 2' CHAIR BACK CURB TRANSITION AREA 7 STD 2' CHAIR BACK CURB PAVEMENT SECTION 2. SURFACE MILL 1" 3. TACK COAT ALL FACES EXISTING PAVEMENT O o O 0 o O 0 o O° o O 000 O o Q o O o Q o O Q o Q O Q o Q O 1" H.A.C. SURFACE #11 L— 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY PAVEMENT SEALED EXPANSION JOINT 1 1/2"R HANDICAPPED PARKING SIGN C� 4" WIDE WHITE STRIPE 9' HANDICAPPED TYP. 50' -0" BETWEEN EXPANSION JOINTS (MAX.) PLA 45' 9' CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL N VIEW 111,;,111_. 1 -1I =1 I I -III CONCRETE CURB SECTION A —A WHEELCHAIR RAMP DETAIL ‘11 C801 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP SYMBOL DETAIL O• 6' -0" n111-7"2:1 NO SCALE 4" WIDE BLUE STRIPE 9' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS NO SCALE FIBER REINFORCED CONC. (3000 PSI) X= WIDTH OF SIDEWALK X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT EXCEED 1:12 0 N \IIU 111111 iiil //ji aoN T 8 i o No. STATE OF 2 /NDIANP..... 1 1 /1111 I I I 1 111111 E tias.is, DATE: 2/2/04 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) 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 DATE: 02/02/04 PROJECT NO.: 1238.029 DRAWN BY: DCC CHECKED BY: SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \029 \DWGS\C801.DWG SHEET NO.: C6 TRANSVERSE JOINTS Q a A 4 4 4 EPDXY BONDING AGENT 4 Cd d If 6" EXISTING PAVEMENT 2 "R ft fi RUDED CONCRETE CURB a ceoi -a o O t} O 0 0 u Q o o u Q o 0 u Q o o u Q o u Q 0 c.� Q O u Q O v o Q o 0 0 0 0 Q o Q o O o O 0 O O o 0 O 0 O o o p 0 0 p Q o o p Q o o p Q o o Q° 0 Q 0 o Q o o_ o 0 0 o 0 0 °Q 0 o 0Q 0°000°0 ,o °O o °O L 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION 24' 48' PAVEMENT GRADE DAWrlArMT BACKFILL COMPACTED SUBGRADE TRANSVERSE EXPANSION JOIN 20' R. OPTIONAL JOINT PATTERN 6 20' R. END OF DAY'S WORK 15' B END OF DAY'S WORK 20' R. NOTE: 1. SEE D.O.T. STD. PLAN 11 -02 FOR LETTER REFERENCE OF JOINT DETAILS. 2. TRANSVERSE JOINTS TO EXTEND THRU CURB. 3. SEE D.O.T. SHT. 3 STD. PLAN 11 -01 FOR CROSS SECTION JOINT LOCATIONS. 4. SEE D.O.T. SHT. 2 STD. PLAN 11 -01 FOR CUL —DE —SAC JOINT LOCATIONS. PAVEMENT JOINT DETAILS (D.O.T. 11.01) Air I r SLOPE: 1/4" PER FOOT 20' R. MIN CONCRETE WALK SCORE 1/4" R CONCRETE CURB AND WALK 100' OM rIni *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL OF TOPSOIL 6 I) N 24" 3/4" 24" 6" NO SCALE 18" COMPACTED SUBGRADE 1/4" R f I 'o Y�0 0 PAVEMENT C801 TOP OF CURB TRANSVERSE EXPANSION JOINTS 2' CONCRETE CHAIRBACK CURB AND GUTTER 3" OF TOPSOIL III EARTH REEI III BACKFILL II 1 `11 II —I�I- .111 -11 #53 COMPACTED STONE BASE 6 18" 0 o Q o o Q O O 0 0 Q o Q 0 o Q o o Q o 0 0 o Q 0 0 0 0 o Q o 0 0 0 O O O Q o O O 0 0 O o O 24" O o O o o o o o o o 0 o O• o O• o O• o O. o o o 0 O O O o 0 0 C •o o° oo o.o oo oo o•.. oo oo oo ao o. o O o O o o o O o o O o O 0 o 24 O o O 0 0 o 0 o 0 0. 0 0 O o O O 0 O o O O 0 o 0 .11 n 0 n o O o O o 0 o O o 0 o 0 o o O o j V////////7/ SAW CUT BACK OFF OF EXISTING CURB TO FORM VALLEY GUTTER (APPRX 39LF) EX. 2' CHAIR BACK CURB 1) 2' CONCRETE CHAIRBACK CURB C801 (WITHOUT GUTTER) O° O Q° O Q° O Q° O o o 0 0 0 Q C O o °O 0 o O o O o 0 0 O 0 O o O 0 o O L-1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 SECTION PARKING LOT PAVEMENT SECTION 6" EXTRUDEABLE CURB MATCH EX. GRADES STD 2' CHAIR BACK CURB MATCH EX. GRADES N) HANDICAP PARKING SIGN DETAIL NO SCALE 18" RESERVED PARKING- CIF "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. SECTION "A—A" YAN ACCESSIBLE 6" EXTRUDEABLE CURB MATCH EX. GRADES 6" 12" MODIFIED VALLEY GUTTER (EX. CHAIRBACK CURB) 1. SAWCUT EXISTING EDGE NEW PAVEMENT 1' -0" ti MIN. 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 MATCH EX. GRADES SAW CUT LIMITS 7 C TYPICAL PAVEMENT TIE —IN BLUE ILLUMINATING TAPE (SYMBOL BLOCK) WHITE ILLUMINATING TAPE (BACKGROUND) GREEN ILLUMINATING TAPE (ARROW) EXISTING CHAIRBACK CURB GREEN ILLUMINATING TAPE (LETTERS) ,4----GREEN ILLUMINATING TAPE (BORDER) EX. 2' CHAIR BACK CURB TRANSITION AREA 7 STD 2' CHAIR BACK CURB PAVEMENT SECTION 2. SURFACE MILL 1" 3. TACK COAT ALL FACES EXISTING PAVEMENT O o O 0 o O 0 o O° o O 000 O o Q o O o Q o O Q o Q O Q o Q O 1" H.A.C. SURFACE #11 L— 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY PAVEMENT SEALED EXPANSION JOINT 1 1/2"R HANDICAPPED PARKING SIGN C� 4" WIDE WHITE STRIPE 9' HANDICAPPED TYP. 50' -0" BETWEEN EXPANSION JOINTS (MAX.) PLA 45' 9' CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL N VIEW 111,;,111_. 1 -1I =1 I I -III CONCRETE CURB SECTION A —A WHEELCHAIR RAMP DETAIL ‘11 C801 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP SYMBOL DETAIL O• 6' -0" n111-7"2:1 NO SCALE 4" WIDE BLUE STRIPE 9' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS NO SCALE FIBER REINFORCED CONC. (3000 PSI) X= WIDTH OF SIDEWALK X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT EXCEED 1:12 0 N \IIU 111111 iiil //ji aoN T 8 i o No. STATE OF 2 /NDIANP..... 1 1 /1111 I I I 1 111111 E tias.is, DATE: 2/2/04 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) 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 5-0" BETWEEN TRANSVERSE JOINTS Q a A 4 4 4 EPDXY BONDING AGENT 4 Cd d If 6" EXISTING PAVEMENT 2 "R ft fi RUDED CONCRETE CURB a ceoi -a o O t} O 0 0 u Q o o u Q o 0 u Q o o u Q o u Q 0 c.� Q O u Q O v o Q o 0 0 0 0 Q o Q o O o O 0 O O o 0 O 0 O o o p 0 0 p Q o o p Q o o p Q o o Q° 0 Q 0 o Q o o_ o 0 0 o 0 0 °Q 0 o 0Q 0°000°0 ,o °O o °O L 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION 24' 48' PAVEMENT GRADE DAWrlArMT BACKFILL COMPACTED SUBGRADE TRANSVERSE EXPANSION JOIN 20' R. OPTIONAL JOINT PATTERN 6 20' R. END OF DAY'S WORK 15' B END OF DAY'S WORK 20' R. NOTE: 1. SEE D.O.T. STD. PLAN 11 -02 FOR LETTER REFERENCE OF JOINT DETAILS. 2. TRANSVERSE JOINTS TO EXTEND THRU CURB. 3. SEE D.O.T. SHT. 3 STD. PLAN 11 -01 FOR CROSS SECTION JOINT LOCATIONS. 4. SEE D.O.T. SHT. 2 STD. PLAN 11 -01 FOR CUL —DE —SAC JOINT LOCATIONS. PAVEMENT JOINT DETAILS (D.O.T. 11.01) Air I r SLOPE: 1/4" PER FOOT 20' R. MIN CONCRETE WALK SCORE 1/4" R CONCRETE CURB AND WALK 100' OM rIni *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL OF TOPSOIL 6 I) N 24" 3/4" 24" 6" NO SCALE 18" COMPACTED SUBGRADE 1/4" R f I 'o Y�0 0 PAVEMENT C801 TOP OF CURB TRANSVERSE EXPANSION JOINTS 2' CONCRETE CHAIRBACK CURB AND GUTTER 3" OF TOPSOIL III EARTH REEI III BACKFILL II 1 `11 II —I�I- .111 -11 #53 COMPACTED STONE BASE 6 18" 0 o Q o o Q O O 0 0 Q o Q 0 o Q o o Q o 0 0 o Q 0 0 0 0 o Q o 0 0 0 O O O Q o O O 0 0 O o O 24" O o O o o o o o o o 0 o O• o O• o O• o O. o o o 0 O O O o 0 0 C •o o° oo o.o oo oo o•.. oo oo oo ao o. o O o O o o o O o o O o O 0 o 24 O o O 0 0 o 0 o 0 0. 0 0 O o O O 0 O o O O 0 o 0 .11 n 0 n o O o O o 0 o O o 0 o 0 o o O o j V////////7/ SAW CUT BACK OFF OF EXISTING CURB TO FORM VALLEY GUTTER (APPRX 39LF) EX. 2' CHAIR BACK CURB 1) 2' CONCRETE CHAIRBACK CURB C801 (WITHOUT GUTTER) O° O Q° O Q° O Q° O o o 0 0 0 Q C O o °O 0 o O o O o 0 0 O 0 O o O 0 o O L-1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 SECTION PARKING LOT PAVEMENT SECTION 6" EXTRUDEABLE CURB MATCH EX. GRADES STD 2' CHAIR BACK CURB MATCH EX. GRADES N) HANDICAP PARKING SIGN DETAIL NO SCALE 18" RESERVED PARKING- CIF "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. SECTION "A—A" YAN ACCESSIBLE 6" EXTRUDEABLE CURB MATCH EX. GRADES 6" 12" MODIFIED VALLEY GUTTER (EX. CHAIRBACK CURB) 1. SAWCUT EXISTING EDGE NEW PAVEMENT 1' -0" ti MIN. 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 MATCH EX. GRADES SAW CUT LIMITS 7 C TYPICAL PAVEMENT TIE —IN BLUE ILLUMINATING TAPE (SYMBOL BLOCK) WHITE ILLUMINATING TAPE (BACKGROUND) GREEN ILLUMINATING TAPE (ARROW) EXISTING CHAIRBACK CURB GREEN ILLUMINATING TAPE (LETTERS) ,4----GREEN ILLUMINATING TAPE (BORDER) EX. 2' CHAIR BACK CURB TRANSITION AREA 7 STD 2' CHAIR BACK CURB PAVEMENT SECTION 2. SURFACE MILL 1" 3. TACK COAT ALL FACES EXISTING PAVEMENT O o O 0 o O 0 o O° o O 000 O o Q o O o Q o O Q o Q O Q o Q O 1" H.A.C. SURFACE #11 L— 3" H.A.C. BINDER #9 9" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY PAVEMENT SEALED EXPANSION JOINT 1 1/2"R HANDICAPPED PARKING SIGN C� 4" WIDE WHITE STRIPE 9' HANDICAPPED TYP. 50' -0" BETWEEN EXPANSION JOINTS (MAX.) PLA 45' 9' CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL N VIEW 111,;,111_. 1 -1I =1 I I -III CONCRETE CURB SECTION A —A WHEELCHAIR RAMP DETAIL ‘11 C801 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP SYMBOL DETAIL O• 6' -0" n111-7"2:1 NO SCALE 4" WIDE BLUE STRIPE 9' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS NO SCALE FIBER REINFORCED CONC. (3000 PSI) X= WIDTH OF SIDEWALK X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT EXCEED 1:12 0 N \IIU 111111 iiil //ji aoN T 8 i o No. STATE OF 2 /NDIANP..... 1 1 /1111 I I I 1 111111 E tias.is, DATE: 2/2/04 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) 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