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HomeMy WebLinkAbout32-96.441 LT L K J I Ef F E 0 C Cn B N 0 m 0 a a a� 3 A Ln m rn N O U3 C 3 O Ln co Cn 2 i i HANDICAP RAMP ®TC BR STA =0 +36 07 -E3- — T 15.00' RT i + J I 8 I 7 8 SIDEWALK RAMP 4 1 2° PAVEMENT MAX SLOPE 1: 4• MAX SLOPE TOP SOIL 1:12 SECTION A —A SEE SON CONTRACTION JOINT (TYP.) 1/2' PREFORMED EXPANSION JOINT OROP On TO RAMP N If TOP OF RAP MAX SLOPE 1:12 CARRY FLOW LNE THROUGH RAIDS 2' ROLL CURB d: GUTTER �, SIDEWALK StAPE MAX 1:20 ♦ *' 6' -0' BETWEEN z CONTRACTION A JOIN EN JOINT (TYP.) y PLAN VIEW do 1/2• PREFORMED EXPANSION JOINT BACKFILL :e:0.• DROP CURB TO 0, e0 •.e erO. e.•D.. e..e0a e RAMP IN 1r E., 0•e• •eeO•ee0•ee0,ee0, . COMPACTED RAMP MAX SLOPE 1:12 RAMP Al STONE BASE ,� •o. •o• A PY COMPACTED g» 2' -0" SUBGRADE CARRY FLOKI E • THROUGH RAMP SECTION B -B DETAIL "T" INTERSECTION we 1. ALL HANDICAP RAIDS SHALL MEET THE REV EWIS B. DRANAM S7R1 HIES SHALL ROT NE PLACED N LINE OF THE AMERICAN DISAIIUTES ACT. VM RAIDS. ENCEPT WHERE E704TNG DRAINAGE MICTIIES ARE BEND MM N TIE NEW 2. MNMN MW OF CURB RAMP SHALL BE 4 FEET NOT CDIi51RIlClM L.00A70 OF THE RAID SHOULD TAKE INCLUDING FLARES MAIIRAI SLOPE OF RAIDS SHALL PRECEDENCE OVER LOCATION OF DRAINAGE BE 1:12. STRIVW CII M CUT RAPS ARE M BE LOCATED AS SIM ON A THE NORMAL CUTTER LINE PROFILE SHALL BE MAIITAIED THE PLANS OR AS DNECIED BY CITY DME R. THROUGH TEE AREA OF THE RAP. 4 RAPS SFIALL BE PROVOED AT ALL CORNERS OF I0. EXPANSION JOINT FOR THE RAMP SHALL BE A MAINMM STREET NTERSECW MERE THERE IS EXLSW OR I/Y VDE. THE 10P OF THE MIT FILLER FOR ALL RAP PROPM SKULK AND CURB NCLLM 7 TYPES SWILL BE FUISH VAIN ADJACENT CONCRM WERSECTOIS. 11. CROSSWALK Me STOP LINE MARKNQ F USED. SHALL 5. SLRPACE TDMK OF THE RAMP SHALL BE THAT BE SO LOCATED AS 10 STOP 1RNM SHORT OF RAP CROSS16 OBTAIFD BY A COARSE W0OMIG. TRANSVERSE TO 1NE UK OF THE RAP. 12. SLOPE OF RAID MAY BE MMFI D WHEN FIELD 6 SIDEWLKS SHALL BE RAPED WHERE THE DRIVEVWLY Crly 849N WARRANT �1 � BY TIE CITY ENCNEI]L CURB IS E MMO ACR= THE WALK. 7. CARE SHALL BE TAKEN TO ASSUME A WORM GRADE ON ALL RAPS MIN NO BREAKS N GRADE. SIDEWALK RAMP FOR HANDICAPPED s caol //X 37 15.00 RT T HANDICAP / RAMP � I 36 / BR STA = 0+30.19 "B' OTMTC / 15.00 LT T REGENCY LANE & PENDULA DRIVE r6 SCALE: 1 " -30, _-801 9 H M 4, 5• 2' 13• 13' 20 5' 4' 1, . CONC. WALK CONC. WALK :3 PROFILE GRADE 1 /MIN.) >- 1 /4 "/FT. CONC. ROLL CURB CONC. ROLL CURB (MIN.) ; SLOPE 1 /4 PER FT (MIN) SLOPE 1/4- PER FT. MIN) ... .... �- .................. ..... 1" X111 HAC SURFACE L 3" #9 HAC BINDER 9' #53 COMPACTED STONE BASE PIPE UNDERDRAIN (TYP) SEE DETAIL 13 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF C803 TRANSPORTATION STANDARD SPECIFICATION No. 207 TYPICAL ASPHALT STREET CROSS SECTION1 I & GU TIER ICI TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) *TRANSVERSE CONTRACTION JOINTS MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. CURB JOINT DETAIL 3 VNICw IV I I I I PREPARED SUBGRADE R/W UNE TYPICAL SIDEWALK SECTION NOT TO SCALE 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. 1SUBGRADE U R AL OF CURB SIDEWALK AND DRIVES S S. LL BE COMPACTED IN ACCORDANCE 4 1 2° z z TOP SOIL a �W LOW POINT 00 U. TOP OF ° CURB r- S ♦ 6' -0' BETWEEN z i�C � A JOIN EN EARTH do BACKFILL :e:0.• 0, e0 •.e erO. e.•D.. e..e0a e E., 0•e• •eeO•ee0•ee0,ee0, . COMPACTED e'0 e•e•e•o•e•o•e•o•e• •o• STONE BASE •o. •o• PY COMPACTED g» 2' -0" SUBGRADE & GU TIER ICI TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) *TRANSVERSE CONTRACTION JOINTS MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. CURB JOINT DETAIL 3 VNICw IV I I I I PREPARED SUBGRADE R/W UNE TYPICAL SIDEWALK SECTION NOT TO SCALE 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. 1SUBGRADE U R AL OF CURB SIDEWALK AND DRIVES S S. LL BE COMPACTED IN ACCORDANCE CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 4 C801 Revisions C. P� qz��,� �• ♦` Q. ��GiSTERF• r° No. 890267° �t7 °• STATE OF f ♦� �zzsS /ANAL ���• K J H G F CERTF0 BY W MVIING AND THE KK DESIGNS AND CONCEPTS CONTAINED HEREIN ARE 1HE D LUSIVE I1IELLECNAL PROPERTY OF SOBS ENG EFAING WIPORATI N NO ARE NOT To BE USED OR REPRODUCED D IN WHOLE OR N PART, 1NIHOUT RE NUM CONSENT OF 009M Dow" CORPORATION. ©1996, Schneider Engineering Corporation rA-g &Imeida L:!j C04mfioii C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIs • US 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Neer, Gil»on & Associates, Ineorponted C. P. l[ORGAN COMMIR TIES, LP. B SYCAMORE FARM SECTION 2 CAMM INDIANA STREET DETAILS & MTERSECTON DETAIL Date Project No. F n Approv. 4/18/96 985.02 DMW Computer Flies t No. A r0- 98501PL .DW& (`(C,/' XREF- 98502PLDWG 7 8 9 10 11 12 13 1 14 1 15 1 2 3 4 5 6 ___ _ _. z z z a �W U. i'- ° aZ S ♦ 6' -0' BETWEEN z i�C � A JOIN CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 4 C801 Revisions C. P� qz��,� �• ♦` Q. ��GiSTERF• r° No. 890267° �t7 °• STATE OF f ♦� �zzsS /ANAL ���• K J H G F CERTF0 BY W MVIING AND THE KK DESIGNS AND CONCEPTS CONTAINED HEREIN ARE 1HE D LUSIVE I1IELLECNAL PROPERTY OF SOBS ENG EFAING WIPORATI N NO ARE NOT To BE USED OR REPRODUCED D IN WHOLE OR N PART, 1NIHOUT RE NUM CONSENT OF 009M Dow" CORPORATION. ©1996, Schneider Engineering Corporation rA-g &Imeida L:!j C04mfioii C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIs • US 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Neer, Gil»on & Associates, Ineorponted C. P. l[ORGAN COMMIR TIES, LP. B SYCAMORE FARM SECTION 2 CAMM INDIANA STREET DETAILS & MTERSECTON DETAIL Date Project No. F n Approv. 4/18/96 985.02 DMW Computer Flies t No. A r0- 98501PL .DW& (`(C,/' XREF- 98502PLDWG 7 8 9 10 11 12 13 1 14 1 15 1 2 3 4 5 6 ___ _ _.