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HomeMy WebLinkAbout23-96.31TRANSITION = EXISTING AREA 2' ROLL CURB TRANSITION A 5' L AREA 5' EXISTING 2' ROLL CURB NEW ENTRANCE K J H L F E n C 4 Lr') B CO N N ra-- 3 0 co n A 0 C3 i 8" 8" 8" SECTION "A —A" VALLEY GUTTER AND SECTION C801 1 TOP SOIL ro r r 0� 4' 1' .r. w Hz 7 1 � a. PREPARED SUBGRADE R/W UNE <w 3 TYPICAL SIDEWALK SECTION U-°w NOT TO SCALE o0 t- w THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO 0 THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH, acw SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. .�, z z o EARTH Z O0 �4 it BACKFILL O = �•_ .';., _,.,,, W� Wli az \ O • p °O p °O • °O • p °O • p °O • p e0 � O e > to = e 00 0.0 0.0 O Ce °° •o °O•o °O•o °O•o °O• 0 0 °0.0 °0.0 °0.0°0.0° ° 0 0 .o o•o 0.p °0.p'o.0°0.0000 ° 0.000 °0 . °0 . °0 • °0 . ° COMPACTED 3 STONE BASE 6" 2' -0" COMPACTED SUBGRADE 2' CONCRETE ROLL CURB 8 WITHOUT GUTTER `�01 4' 1' .r. w Hz 7 1 � a. PREPARED SUBGRADE R/W UNE <w 3 TYPICAL SIDEWALK SECTION U-°w NOT TO SCALE o0 t- w THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO 0 THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH, acw SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. .�, z z o C� Z O0 �4 it C� Lz O W� Wli az \ z 6' -0" BETWEEN > to = TRANSVERSE JOIN - < �r —Dw CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DZ AIL 5 C$01 SIDEWALK t n roc , RAMP PAVEMENT SECTION A -A SEE SECTION B-B CARRY FLOWUNE DROP CURB TO THROUGH RAMP RAMP M 12" CONTRACTION JOINT (TYP.) 2' ROLL CURB & GUTTER SLOPE SIDEWALK MAX MAx 1: 20 CONTRACTION 1/2" PREFORMED EXPANSION JOINT JOINT (TYP.) DROP CURB TO PLAN VIEW RAMP IN 12' RAMP l M -- � 3 SECTION B-B NM 1. ALL MOM RAIDS SHALL MEET H WANIE OM OF THE AME ICA1N DISABIJIES ACT. 2 MINIMUM MDIH OF CURB RAMP SHALL BE 4 FEET NOT NCLUDW FLARES. MAXIMUM SLOPE OF RAPS SHALL BE 1:12 I CURB CUT RAIDS ARE TO BE LOCATED AS SHOON ON THE PLANS OR AS DREC ED BY CITY EIIGIEETt. 4. RAMPS SHILL BE PROVIDED AT ALL COWERS OF STREET NT[RgCTIOt, MIRE THERE R DISTIIC OR PMtOPOSED SIDEWALK AND CURB INCLUDING 7 1117ERSEC11O S. S SURFACE 10rnIE OF THE RAMP SHALL BE INUIT OBTAINED BY A COARSE BROOING, TRANS1AW TO THE SLOPE OF THE RAID. a SIDEWALKSS SHALL BE RAIDED MERE THE DRIYE1r1Y am Is crow AHatOSS THE WAX %// %/ , % / % % % /.i / /. % / / / /. % / / %%/ 7i: % /. % / /. r, % / //, %/% 0 :1 rI SIDEWALK RAMP f► RAMP MAX SLOPE 1:12 A A CARRY FLOWUNE FLARE THROUGH RAMP CONTRACTION FLARE JOINT (TYP.) RAMP MAX SLOPE 1:12 A A CARRY FLOMIINE FLARE THROUGH RAMP DETAIL "T' INTERSECTION RAMP IN 1r TO 7. CARE SHALL BE TMEM TO ASSURE A WORM OW ON ALL RAIDS MIH NO BREAKS N wADE a DRAINAGE SIRUCRUAES SHALL NOT BE PLACED N LINE MTH RAIDS OCCE'PT t•HERE EXOSING OANAGE STRUCTURES ARE BEING UTILIZED N THE NEW CONSTRUCTION, LOCATION OF THE RAID SHOULD TAKE PRECEDENCE OVER LOCATION OF "AGE STRUCTURE k THE MONK GUTTER LIE PROFILE SHALL. BE MAINTAINED TLRg1W THE AREA OF THE RAID. la EXPANSION JOINT FOR THE RAMP SHALL BE A MAXHMUM 11r VIDE 1HE TOP OF THE JOINT FUR FUR ALL RAMP TVES SHALL BE FLUSH RM ADJACM CmaM 11. CIOSSW AND STOP LIE MAWONG, IF USED, SHALL BE SO LOCATED AS TO STOP TRAFFIC SHORT OF RAID CROSSING. 12 SLOPE OF RAMP MAY BE MODFIFD WHEN FIELD CONDITIONS WARRANT AND MHEN APPROVED BY THE CITY Bloom A HANDICAPPED s Ceo1 7 1 s CURRENT R/W 15' 14' 7' 58' RIGHT OF WAY 36' BACK TO BACK B KE PATH 4 2' 16' 16' CONC. ROLL CURB PROFILE GRADE CONC. ROLL SLOPE 1/4- PER FT (MIN) SLOPE 1/4" PER FT. (MIN) ---- -- 4" -153 STONE 1" #11 HAC SURFACE 4 " — #53 STONE 3" #9 HAC BINDER 9" #53 COMPACTED STONE BASE 3 " —�19 HAC S URFACE E 5 " —#53 STONE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION No. 207 126th STREET SECTION ' C801 (THREE LANE SECTION) 50' RIGHT OF WAY 1 30' BACK TO BACK 7' W z } 3 0 0 it 1 4' 5' 2' 13' 13' 2' 5' 4' 1. W z J W 4 CONC. ROLL CURB PROFILE GRADE CONC. ROLL CURB z CONC. WALK 9 SLOPE 1/4" PER FT (MIN) SLOPE 1/4" PER FT. (MIN) CONC. WALK Q 0 O 1' X111 HAC SURFACE X _ 3" #9 HAC BINDER 0 o: 9" #53 COMPACTED STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION No. 207 TYPICAL 30' STREET SECTION 2 c8rn 50' RIGHT OF WAY 26' BACK TO BACK W 1 4' 7' 2' 11' 11' 2' 7' 4• 1r z : W a CONC. ROLL CURB PROFILE GRADE CONC. ROLL CURB z 3 CONC. WALK SLOPE 1/4" PER FT (MIN) SLOPE 1/4" PER FT. (MIN) CONC. WALK ... ... ... . ...... .... .. ..... ... .....:r.:.: H O 1" #11 HAC SURFACE o: 3 #9 HAC BINDER o: 9" #53 COMPACTED STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION No. 207 TYPICAL 26' STREET SECTION 3 C801 4 1 2" TOP SOIL iv LOW POINT 00 TOP OF to CUR a 1 B 3 ° iI� iI p N-1 EARTH BACKFILL — = ..:�_ .; O • O °O o °O • °O • p °0.0 °0 •p e0 •o'° 0 °O • p O • p ° • p °O • 0 °0 • 0 °0 . 0 00 . o #53 COMPACTED p;o°•o 0- ° °o 0° °0.0 °o•p °o•0 °0.0° 0 0 °O•p °0•p °p•p°0- o STONE BASE o • °o ° °o . °o . °o . ° 3" 6" 26-0" 2' CONCRETE ROLL CURB & GU TTER 4 ceol Revisions 3/25/96 -DMW- REVISE 126th STREET CROSS SEC11ON ADDING BIKE PATH. `��V1,11111111(/��� a GAZA No. 9300469 ,-o STATE OF 0IONA L0�\` CERTIFIED BY THOS DRAYM AND THE 10M DE'SIM AND CONCEPTS CONTA•ED HMWN ARE THE DODSINE N1ELI ECTUAL PROPERTY OF SC INIM 001MV OORPM10 AND ARE NOT TO BE USED OR REPRODUCED IN RFIOLE OR N PART, VIFIOUT THE MRITIEN CONSENT OF SC #*W 1304E1M6 CORPORATION. ©1995, Schneider Engineering Corporation eMng I►_ J Co ration 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIs • US 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated C. P. MORGAN COMMUNITIES, LP. PARKSIDE VILLAGE SECTION 1 & 2 CARMR4 INDIANA STREET DETAILS Date Project No. Drawn Approa• 2/22/96 1054 DCC Co to F51 IL IK IJ H L F C C C mpu r es Sheet No. A J: \1054 \1DWGS \OI \1054C801.DWG i I