Loading...
HomeMy WebLinkAbout06010026.13Limits of Patch 1' MIN. TRENCH WIDTH 1' MIN. 1 1/2" ##11 H.A.C. Surface — �-- Saw Cut Saw Cut Existing 2" Concret Pavement 1 1/2" Min. 6" Compacted ##53 Stone Compacted Granular Backfill Note: Saw cut 1/3 pavement thickness then break out. Steel Plate cut during Concrete cure and until Asphalt is placed. 0.3 D -�-I I+- -►� �-�- 0.3 D PAVEMENT REPAIR SECTION DETAI PAVEMENT °Oo • • •°°0 0 Oo •° � ° O� • oo °D•o °O•o °0•o O•o °°O o °•o °O•Do Oo °•Do . 0o •°0 O•Oo °•O0 °.0 o k .0 °0 o0 c OD -*0 ° 0 ° ° OP 0 C O o 0 0 0 0 o° 0• o o° 0- ° O Q 0 O . 0 0. 0 00 0 0 0 0 ° ° ° 0 ° p ° 00 00 0° 0 0 O° 0 0 0 . Ll" H.A.C. SURFACE 2" H.A.C. BINDER 4" ##53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 16 FOR ASPHALT PATHS} C8C n X =WIDTH OF SIDEWALK X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT EXCEED 1:12 PLAN VIEW 6' -0" MAX. 1 :12 SLOPE °� o°�'o CONCRETE CURB 0 6" SECTION A--A WHEELCHAIR RAMP DETAIL CONCRETE 3000 PSI - 1 1 /2 "r - K 6 1 /2 "r 3" OF STOP SOIL /— A i rirr�►.nirrer�rcniirirrr , EXISTING -I GROUND Y EXTRUDED CONCRETE CURB DETAIL 18 C803 PAVEMENT 100' TOP OF CURB * ** *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL 10 NO SCALE 2803 p° ° •. O o o ° DO• opO ° Oo • OO o° OoD. ° O o ° o 0000 p�D [ OO 0. 0 0 0 - 0 0 °0 0 00 0 o 0 • 0 °O • 0 °0 . 0 °O - 0 °0 °0 o O °0 • 0 C 0 °0 . 0 Q . 0 p O • 0 °O 0 00 . O °0 . 0 0 °O 0 00 • 0 °0 . 0 00 . 0 °O . 1" H.A.C. SURFACE 2" H.A.C. BINDER 6" ##53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 11 C803 9 °o•D °o•o °o•o °o•o °o• °o•o" •o°o•o °O.o °D•o °o•o °o•o °o•. D.O °D.O °O.n °O• p °O p° p °O °O. O °Op °Oo °Op °D• p °D• p °' 0 °60 0 0 00 0 00 ° �0 ° 0 00 • °0 00 ° or00 d[ 0 0 00 0 0 o °0 0 0 0 00 ° 0 00 • 0 00 o 0 0 • a 0 0 0 ° o ° o 1" SURFACE 3 1/2" BINDER 8" COMP. AGG. BASE (##53) • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION c o3 (HEAVY DUTY) • D D ° OO ° O ° 0 O 0O ° O ° D 0 D 0 O 0 O ° D O O D ° , D 0 O 0 • O 0 0O ° O O O D O O O O p D O O O O . • • O• O• O• O• OO • D O O O OP 0• P P P D ° PO °• °• °• D 0 D 0 D 0 D 0 D 0 0 O 0 D 0 O °0 O 0 D O 0 O 0 0 O 0 O 0 O O . . O O D O D O 0 0 0 0 0 0 0 O O o o• o• o 010. o• o• o• o• o• o• o• o• o• o• o• o• o 0 0 O 0 o 0 O 0 O 0 0 O . O 0 ° 0 O 0 O 0 O 0 O 0 O 0 0 0 O 0 P 0 O 0 O 0 O 0 O 0 ° 0 O 0. <>. O. 0 O. O° • O. O. O O O• O • O• O• O• O. O. O. O° O° O. O. O 0 °O °O °O °0 °O O °O °O °O O° °000000000000000000000 0. O. O. O' O. O• • O. O. OO• • O. 0 O. 0. O. O. O. O. 0. 0. O• 000000000000 000000 0 00000 000000000000 1 -1/2" #11 H.A.C. SURFACE 4" #9 H.A.C. BINDER (2 LIFTS) 9" #53 COMPACTED STONE AGG. BASE O O 0 • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION (WITHIN RIGHT OF WAY ONLY) SEE PLAN SEE PLAN 2 -2 1ONG #3 BARS, EACH CORNER PLAN -x x x x.,a - x ;x co /\ ASPHALT PAVING COMPACTED FILL CONCRETE 2500 PSI MIN. 6X6X10/10 WWF SECTION CONCRETE DUMPSTER PADDY NO SCALE STOP SIGN INSTALLED IN LANDSCAPE AREA V) W 0 O J 2' -0' a MIN. TO CURB i I r- MOWING EDGE I PROJECT 09/03/02 3000 PSI Z Uj rw z_ o GENERAL DETAILS �a J4 • CL Uj 5 6 n W4 r- �z O 4= (r F• to wew' CONCRETE FOOTING z iy ^W o. °°0- VARIABLE TRANSVERSE JOINTS STRAIGHT CONCRETE 0 CURB DETAIL U U x 1:10 0,> 1:10 5 SLOPE SLOPE SIDEWALK X =WIDTH OF SIDEWALK X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT EXCEED 1:12 PLAN VIEW 6' -0" MAX. 1 :12 SLOPE °� o°�'o CONCRETE CURB 0 6" SECTION A--A WHEELCHAIR RAMP DETAIL CONCRETE 3000 PSI - 1 1 /2 "r - K 6 1 /2 "r 3" OF STOP SOIL /— A i rirr�►.nirrer�rcniirirrr , EXISTING -I GROUND Y EXTRUDED CONCRETE CURB DETAIL 18 C803 PAVEMENT 100' TOP OF CURB * ** *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL 10 NO SCALE 2803 p° ° •. O o o ° DO• opO ° Oo • OO o° OoD. ° O o ° o 0000 p�D [ OO 0. 0 0 0 - 0 0 °0 0 00 0 o 0 • 0 °O • 0 °0 . 0 °O - 0 °0 °0 o O °0 • 0 C 0 °0 . 0 Q . 0 p O • 0 °O 0 00 . O °0 . 0 0 °O 0 00 • 0 °0 . 0 00 . 0 °O . 1" H.A.C. SURFACE 2" H.A.C. BINDER 6" ##53 STONE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 11 C803 9 °o•D °o•o °o•o °o•o °o• °o•o" •o°o•o °O.o °D•o °o•o °o•o °o•. D.O °D.O °O.n °O• p °O p° p °O °O. O °Op °Oo °Op °D• p °D• p °' 0 °60 0 0 00 0 00 ° �0 ° 0 00 • °0 00 ° or00 d[ 0 0 00 0 0 o °0 0 0 0 00 ° 0 00 • 0 00 o 0 0 • a 0 0 0 ° o ° o 1" SURFACE 3 1/2" BINDER 8" COMP. AGG. BASE (##53) • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION c o3 (HEAVY DUTY) • D D ° OO ° O ° 0 O 0O ° O ° D 0 D 0 O 0 O ° D O O D ° , D 0 O 0 • O 0 0O ° O O O D O O O O p D O O O O . • • O• O• O• O• OO • D O O O OP 0• P P P D ° PO °• °• °• D 0 D 0 D 0 D 0 D 0 0 O 0 D 0 O °0 O 0 D O 0 O 0 0 O 0 O 0 O O . . O O D O D O 0 0 0 0 0 0 0 O O o o• o• o 010. o• o• o• o• o• o• o• o• o• o• o• o• o 0 0 O 0 o 0 O 0 O 0 0 O . O 0 ° 0 O 0 O 0 O 0 O 0 O 0 0 0 O 0 P 0 O 0 O 0 O 0 O 0 ° 0 O 0. <>. O. 0 O. O° • O. O. O O O• O • O• O• O• O. O. O. O° O° O. O. O 0 °O °O °O °0 °O O °O °O °O O° °000000000000000000000 0. O. O. O' O. O• • O. O. OO• • O. 0 O. 0. O. O. O. O. 0. 0. O• 000000000000 000000 0 00000 000000000000 1 -1/2" #11 H.A.C. SURFACE 4" #9 H.A.C. BINDER (2 LIFTS) 9" #53 COMPACTED STONE AGG. BASE O O 0 • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION (WITHIN RIGHT OF WAY ONLY) SEE PLAN SEE PLAN 2 -2 1ONG #3 BARS, EACH CORNER PLAN -x x x x.,a - x ;x co /\ ASPHALT PAVING COMPACTED FILL CONCRETE 2500 PSI MIN. 6X6X10/10 WWF SECTION CONCRETE DUMPSTER PADDY NO SCALE STOP SIGN INSTALLED IN LANDSCAPE AREA V) W 0 O J 2' -0' a MIN. TO CURB i I r- MOWING EDGE I HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. 2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6" STEEL PIPE FILLED W/ CONCRETE TRAFFIC SIGNAGE NO SCALE C8O3 Wn' o= aZ3 Cz, m N U5 CONCRETE FOOTING PAVING BASE s' -0' 6' CONCRETE CURB ° e n ...0 4 e b . • e e ° ° 4 c .4 4 ° 4 ° w° a 4: n c MAC 1:12' * •ad S ° ° °. e.. SCOPE e E5 ' 4 q e G. 4 c F ° 4 v9 a 4 a e ° 4 ° 4 a a 4° e' e e ° CONCRETE CURB TAPERED DOWN TO GRADE AT RAMP PLAN VIEW HANDICAP RAMP DETAIL D 6 IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE, C803 WIDTH AS INDICATED ON PLANS 6X6 - 1.4 GA. WWF 6•• GRADE SLOPE: 1/4" PER FOOT 1 1/2" R PAVEMENT 4' No. 53 STONE SCORE 1/4 -R BACKFILL COMPACTED ##4 BARS @13 O.C. ". 14 0 GRANULAR SUBGRADE 3" COVER MIN, BACKFILL INTEGRAL CURB AND WALK C803 PROJECT 09/03/02 3000 PSI Z Uj rw z_ o GENERAL DETAILS �a J4 • Ln Uj 5 6 n W4 r- �z O 4= (r F• v� CONCRETE FOOTING w o z 6" ^W o. °°0- VARIABLE TRANSVERSE JOINTS HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. 2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6" STEEL PIPE FILLED W/ CONCRETE TRAFFIC SIGNAGE NO SCALE C8O3 Wn' o= aZ3 Cz, m N U5 CONCRETE FOOTING PAVING BASE s' -0' 6' CONCRETE CURB ° e n ...0 4 e b . • e e ° ° 4 c .4 4 ° 4 ° w° a 4: n c MAC 1:12' * •ad S ° ° °. e.. SCOPE e E5 ' 4 q e G. 4 c F ° 4 v9 a 4 a e ° 4 ° 4 a a 4° e' e e ° CONCRETE CURB TAPERED DOWN TO GRADE AT RAMP PLAN VIEW HANDICAP RAMP DETAIL D 6 IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE, C803 WIDTH AS INDICATED ON PLANS 6X6 - 1.4 GA. WWF 6•• GRADE SLOPE: 1/4" PER FOOT 1 1/2" R PAVEMENT 4' No. 53 STONE SCORE 1/4 -R BACKFILL COMPACTED ##4 BARS @13 O.C. ". 14 0 GRANULAR SUBGRADE 3" COVER MIN, BACKFILL INTEGRAL CURB AND WALK C803 (" 50' -0" BETWEEN EXPANSION JOINTS (MAX.) FIBER- REINFORCED CONC. (3000 PSI) CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 8 c8o3 CONCRETE PROJECT 09/03/02 3000 PSI Z Uj rw z_ o GENERAL DETAILS WU J4 • Ln n W4 r- �z O 4= (r F• v� z 5' -0" BETWEEN z 6" ^W o. °°0- VARIABLE TRANSVERSE JOINTS (" 50' -0" BETWEEN EXPANSION JOINTS (MAX.) FIBER- REINFORCED CONC. (3000 PSI) CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 8 c8o3 CONCRETE PROJECT 09/03/02 3000 PSI LO 1/2"r 3" OF TOP SOIL 1 1/2"r JCZ SHEET TITLE: GENERAL DETAILS DRAWING FILES: PAVEMENT • O '' ° " /\ \jam \j \ \ /�\ EXISTING 'BACKFILL \ 'I GROUND • GRANULAR o' 0'. 0 BACKFILL ° . °D 0,�0'. o -6, 6" ^W o. °°0- VARIABLE STRAIGHT CONCRETE 0 CURB DETAIL TYPE V (D.C.A.M- ## 12 -02) SANITARY SEWER TYPICAL UTILITY CROSSING 1 NO SCALE 0803 10" DIA. M NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP 2 C803 SYMBOL DETAIL NO SCALE 12" 0 RESERVED GREEN - ILLUMINATING TAPE (LETTERS) PARKING - ILLUMINATING TAPE (SYMBOL BLOCK) BLUE 1(0 1 El WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) VNI GREEN - ILLUMINATING TAPE (BORDER) ACCESN 0 0 "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL 3 NO SCALE C803 t- 14NIll(`Af�C��n PARilWr CIr;AI -Q 6" CURB _~� - 8' 8' HANDICAPPED 5' HANDIC \-8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 4 C803 NO SCALE N Z 0 5 w \\\\\\\``\\�O,w1R IT ur�ui,rrrrrrr,, /// 0 �S .�G1STE�; .. � PE1 500260 ` STATE OF rrrrrr DATE: 12 ° 2 -o Z 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. (2001 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture f4lb Transportation Engineering DATE: PROJECT 09/03/02 3357.003 LO CHECKED BY: CWD JCZ SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3357 \003 \dwgs \C803.dwg XREF: S:\3k\3357\O03\dwgs\TitIe1.dw9 O z -6, ^W 0 rn U U x co x rd u7 O DATE: PROJECT 09/03/02 3357.003 DRAWN BY: CHECKED BY: CWD JCZ SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3357 \003 \dwgs \C803.dwg XREF: S:\3k\3357\O03\dwgs\TitIe1.dw9 SHEET NO.: