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HomeMy WebLinkAbout05020034-35.6SIDEWALK RAMP MAX. SLOPE 1:20 PAVEMENT MAX. SLOPE 1:12 SECTION A —A TRUNCATED DOMES SEE DETAIL #6 - CARRY FLOWLINE THROUGH RAMP DROP CURB TO CONTRACTION RAMP IN 12" F t I JOINT (TYP.) 2' CURB & GUTTER SIDEWALK SLOPE MAX. 1:20 1/2" PREFORMED EXPANSION JOINT — PLAN VIEW 6' MIN. CONTRACTION LARE JOINT (TYP.) RAMP MAX SLOPE 1:12 A Q Z A w CARRY FLOWLIN[ THROUGH RAMP FL RE DROP CURB TO DETAIL "T" INTERSECTION RAMP IN 12" NOTE 1. ALL HANDICAP RAMPS SHALL MEET THE REQUIREMENTS OF THE AMERICAN DISABILITIES ACT. 2. MINIMUM WIDTH OF CURB RAMP SHALL BE 4 FEET NOT INCLUDING FLARES. MAXIMUM SLOPE OF RAMPS SHALL BE 1:12. 3. CURB CUT RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY CITY ENGINEER. 4. RAMPS SHALL BE PROVIDED AT ALL CORNERS OF STREET INTERSECTION, WHERE THERE IS EXISTING OR PROPOSED SIDEWALK AND CURB INCLUDING "T" INTERSECTIONS. 5. SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOMING, TRANSVERSE TO THE SLOPE OF THE RAMP. 6. SIDEWALKS SHALL BE RAMPED WHERE THE DRIVEWAY CURB IS EXTENDED ACROSS THE WALK. A FLARE - CONTRACTION JOINT (TYP.) DROP CURB TO RAMP IN 12" - RAMP MAX SLOPE 1:12 A CARRY FLOWLINE THROUGH RAMP 7. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON ALL RAMPS WITH NO BREAKS IN GRADE. 8. DRAINAGE STRUCTURES SHALL NOT BE PLACED IN LINE WITH RAMPS. EXCEPT WHERE EXISTING DRAINAGE STRUCTURES ARE BEING UTILIZED IN THE NEW CONSTRUCTION, LOCATION OF THE RAMP SHOULD TAKE PRECEDENCE OVER LOCATION OF DRAINAGE STRUCTURE. 9. THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP. 10. EXPANSION JOINT FOR THE RAMP SHALL BE A MAXIMUM 1/2° WIDE. THE TOP OF THE JOINT FILLER FOR ALL RAMP TYPES SHALL BE FLUSH WITH ADJACENT CONCRETE. 11. CROSSWALK AND STOP LINE MARKING, IF USED, SHALL BE SO LOCATED AS TO STOP TRAFFIC SHORT OF RAMP CROSSING. 12. SLOPE OF RAMP MAY BE MODIFIED WHEN FIELD CONDITIONS WARRANT AND WHEN APPROVED BY THE CITY ENGINEER. SIDEWALK RAMP FOR HANDICAPPED 10 (,801 THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE Li PROJECT z 50' RIGHT OF WAY z w ew z o 2' CONC. CHAIRBACK WITH GUTTER SLOPE 1/4" PER FOOT MIN O 6„ �J _ w U FROM INLET LONGITUDINALLY 20' w N O— Li Li > O w POINTS OR SAG AREAS � > 0_ F a-2 �� / \\ z 6' -0" BETWEEN z cl-jC HIGHWAY SPECS. No. 718.02. 26' BITUMINOUS SURFACE Q Of Q TRANSVERSE JOINTS O # 8 AGGREGATE E °° 0 0.0 ° 48' -0" BETWEEN EXPANSION JOINTS (MAX.) r 11 (,801 2' -0" GRADE OF DRIVE 1° 1!4 ;c 00 6 >, ° •p 0 ° ° °° o ° � °o ° ° .op p° 0 . . °° ° 0 O . 0 0 p° o •00 00 00 0 . p ° 0 ° p � •oo o °0° ° 0 . °o ° o •o o #4 BARS (TYP.) SUBGRADE 1O TYPE "0" COMPACTED AGGREGATE' FOR BASE No. 53 10 THE CONTRACTOR MAY, AT NO ADDi T I,-jNAL COST, CONSTRUCT THIS TYPICAL WITH FULL -DEPTH CONCPET -. THE COST OF THE TYPE "0" COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE INCLUDED IN THE COST OF THE MOD'FIED COMBINED CONCRETE CURB AND GUTTER. MODIFIED DEPRESSED CONCRETE GUTTER • �,.� .9O (,801 TRA TION AREA , STD 2' CHAIR BACK CURB STD 2' CHAIR BACK CURB PAVEMENT SECTION VALLEY GUTTER AND SECTION (CHAIRBACK CURB) PAVEMENT SECTION 8 c8o1 100' 6" 24" 6" 24" 3" OF TOPSOIL 6 18" 3" OF TOPSOIL 6 18" III_ =" _ •� 1 -1 — EARTH I_ —I I EARTH I 1 3 BACKFILL — BACKFILL III — — Q —I N III R —III III a 4 III -11— a P III -1I — p #53 COMPACTED — #53 COMPACTED — STONE BASE STONE BASE O O.o °°.° ° °°.°° o. o° o• ° ° °. ° °o. ° ° °. ° ° °. ° ° °. ° ° °. ° ° °. ° °° ° ° O• ° o ° O °°° O• ° O• ° O° ° O° O• ° O° O o° O o° O o° O o° O o° O o° O• °° O o° O o° O o° 0• o D a. °o. °o. °o. °o. °o °o. °o. °a. °o. o, °o °, ° °° ° ° °• ° °. °° ° °. °24„ °, ° ° °•° ° °• ° °• ° °• °24 ", °. ° °. ° °. ° °. o. ° 0.0 °0. ° °0� ° ° °� ° ° °� ° ° °� ° ° °. ° ° °�° °000 ° °� ° °° ° O O° 0• ° O• ° °° O ° O° '0 a °a °° °o °o • °o °o °o °a °o °o • °o ° °° • °0 • °a • °0 °o °0 °0 °o °o. 2' CONCRETE CHAIRBACK CURB 2' CONCRETE CHAIRBACK CURB R (WITHOUT GUTTER) (WITH GUTTE 4 5 (,801 (,801 CONCRETE 3000 PSI 1 /2 "r 3" OF TOP SOIL 1 1/2"r PAVEMENT PROJECT ;"Est ° e-o 50' RIGHT OF WAY 14" � \� EXISTING INSTALLATION REQUIRED: 'BACKFILL \ GROUND 000 0.0 000 0.0 2' CONC. CHAIRBACK WITH GUTTER SLOPE 1/4" PER FOOT MIN DRA iJG F LES: : \5k 5200 001 \dwgs \C801.dwg 6„ GRANULAR ° °• BACKFILL ° ° ° - - 6„ 0 ° o ­01 FROM INLET LONGITUDINALLY 20' VARIABLE ° o° °0 ° o° °0 STRAIGHT CONCRETE CURB DETAIL NO SCALE 6 (,801 EARTH OR SIDEWALK SURFACE CONCRETE CURB PAVEMENT 4" 1 1 4" I(MIN) I(MIN CURB UNDERDRAIN NO SCALE z_ #5D BASE OR #53 COMPACTED STONE SEE DETAILS 10 & 15/(,802 AND SHEET C304 O I N z � � O 6" PERFORATED FLEXIBLE UNDERDRAIN 3 (,801 PROJECT ;"Est ° e-o 50' RIGHT OF WAY 14" 000 °°•o 0.. 000 °o° °° ° °o° ° INSTALLATION REQUIRED: JES 000 0.0 000 0.0 2' CONC. CHAIRBACK WITH GUTTER SLOPE 1/4" PER FOOT MIN DRA iJG F LES: : \5k 5200 001 \dwgs \C801.dwg 6„ 0 BOTH SIDES OF PAVEMENT RUNNING (C 118:1) (3 w FROM INLET LONGITUDINALLY 20' � %//1 ° o° °0 ° o° °0 EITHER DIRECTION AT ALL LOW 10' FROM BACK OF CURB o. o POINTS OR SAG AREAS j \ \// o;o'o•o o•0 0;0 °. ° °°�o °� ° °°•° / \\ 0 00°° o °O•o °° •o O0 0o0 °0po PIPE MATERIAL PER INDIANA STATE Q CONC. vo ° HIGHWAY SPECS. No. 718.02. 26' BITUMINOUS SURFACE ° ° °° • o °° 0 WALK Q O• + °o• O # 8 AGGREGATE E °° 0 0.0 ° 4" 1 1 4" I(MIN) I(MIN CURB UNDERDRAIN NO SCALE z_ #5D BASE OR #53 COMPACTED STONE SEE DETAILS 10 & 15/(,802 AND SHEET C304 O I N z � � O 6" PERFORATED FLEXIBLE UNDERDRAIN 3 (,801 TOP OF CURB T/A 7A uto w/// 41 1111A �- 7R-�%S i RSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) r`I IiDQ InIKIT nCTA II NO SCALE 24' BACK TO BACK *20') EDGE OF PVMT. TO EDGE OF PVMT PROJECT 10' PVMT 50' RIGHT OF WAY Q w z 6^ JES 2' CONC. CHAIRBACK WITH GUTTER SLOPE 1/4" PER FOOT MIN 2' CONC. CHAIRBACK WITH GUTTER SLOPE 1/4" PER FOOT MIN DRA iJG F LES: : \5k 5200 001 \dwgs \C801.dwg 6„ SHEET NO.: (C 118:1) (3 w 10' FROM BACK OF CURB 30' FROM BACK TO BACK OF CURB 10' FROM BACK OF CURB Q � z 1' 5' 5' 1' w Q CONC. WALK 26' BITUMINOUS SURFACE CONC. 0 WALK Q 6' O E E &j a� 0 1/4" PER 1' (MIN). 1/4" PER 1' (MIN). 1/4" PER 1' (MIN). 1 /4" PER 1' (MIN). cr_ CURB GRADES SHOW UNDERDRAIN CURB GRADES SHOWN IN PROFILES AREA AT 2' SEE DETAIL UNDERDRAIN 2' N PROFILES AREA AT THIS POINT THIS POINT SEE DETAIL 4" GRANULAR 2' CONC. ROLL CURB 2' CONC. CHAIRBACK 4" GRANULAR LEVELING COURSE WITH GUTTER 1" #11 H.A.C. SURFACE WITH GUTTER LEVELING COURSE 3" #9 H.A.C. BINDER • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF 7" AGGREGATE #53 TRANSPORTATION STANDARD SPECIFICATION No. 207 16" LIME STABILIZED BASE PUBLIC STREET CROSS SECTION 2 NO SCALE TOP OF CURB T/A 7A uto w/// 41 1111A �- 7R-�%S i RSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) r`I IiDQ InIKIT nCTA II NO SCALE 24' BACK TO BACK *20') EDGE OF PVMT. TO EDGE OF PVMT PIPE MATERIAL PER INDIANA STATE i I 1" #11 HAC SURFACE HIGHWAY SPECS. No. 718.02. N 3" #9 HAC BINDER 7" #53 COMPACTED STONE BASE # 8 AGGREGATE- 16" LIME STABILIZED BASE z �o "o 4" (MIN) PRIVATE DRIVE SECTION 1 c8o, z 0 Cn w �,\\q& ��OHND/ /// — * N o.10100357 O STATE OF \��= DATLY . THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEL ECTUAL 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. (2003) 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 Transportation Engineering V 1 W PROJECT 10' PVMT 10' PVMT Q CHECKED BY: 6^ JES 2' CONC. CHAIRBACK WITH GUTTER SLOPE 1/4" PER FOOT MIN 2' CONC. CHAIRBACK WITH GUTTER SLOPE 1/4" PER FOOT MIN DRA iJG F LES: : \5k 5200 001 \dwgs \C801.dwg 6„ SHEET NO.: (C 118:1) (3 PIPE MATERIAL PER INDIANA STATE i I 1" #11 HAC SURFACE HIGHWAY SPECS. No. 718.02. N 3" #9 HAC BINDER 7" #53 COMPACTED STONE BASE # 8 AGGREGATE- 16" LIME STABILIZED BASE z �o "o 4" (MIN) PRIVATE DRIVE SECTION 1 c8o, z 0 Cn w �,\\q& ��OHND/ /// — * N o.10100357 O STATE OF \��= DATLY . THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEL ECTUAL 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. (2003) 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 Transportation Engineering V 1 W PROJECT 02/18/05 E, Q CHECKED BY: DRP JES SHEET TITLE: GENERAL DETAILS DRA iJG F LES: : \5k 5200 001 \dwgs \C801.dwg REF: R:\5k\52Q0\001\dwgs\TitIe1.dwg SHEET NO.: (C 118:1) (3 w o � � Q w O E E a� DATE PROJECT 02/18/05 5200.001 DRAWN BY: CHECKED BY: DRP JES SHEET TITLE: GENERAL DETAILS DRA iJG F LES: : \5k 5200 001 \dwgs \C801.dwg REF: R:\5k\52Q0\001\dwgs\TitIe1.dwg SHEET NO.: (C 118:1) (3