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HomeMy WebLinkAboutC802 Street Details2" PREFORMED OINT FILLER 5' -0" MIN. \NSVERSE JOINT 6 -0" BETWEEN TRANSVERSE \NSVERSE JOINT 2" PREFORMED JOINT FILLER JOINTS PAVEMENT 2' ROLL CURB MAX. RAMP SLOPE 1 /FT. RAMP 4 SECTION A -A WA5i: SG CONTRACTION JOINT (TYP.) SECTION C C 1 /4 /FT. MIN. EARTH t C a 6 ,.1.0 a0 �a 7 G f. aG p p0 pC q 3' LW' <MN li' W? PIPE UNDERDRAIN i $CO SIDEWA RAMP K SIDEWALK PLAN VIEW 6' -0" 10' -0" m SUM:E .41r.F- 7 EPP.;l V$ C :9F£ WWII? E:EF Wig S' ale SiA INZE D:r4JIe NOTES: Insr,a #otcr of uneerdVor shat ccrt'rr, t, s5 -Airy 19 c" *.:tit sdxra Depa,t -re:t Of `ra^an-teiiar. tandsrd rFgc zut'a v. 1 J.^.cercrci1= rte un;"t firs ce,'; exncletel t st c cde. Arty ;slto:vie:Jar, shdI Fie rwnutrea pica to izs;cl :3t,r of aggragc;e bass. I lnrercruils shat: not e irstaleb un:i elites <aa:: i b¢nedh JP? amjeTeltor5 are it OoLl. 4:he. •VM111 hairs &avers, sr:-a. SPIVrA•a, zct. CLASS "A" CONC. PLACE EXPANSION JOINT AT BACK OF CURB LINE B OR AT SIDEWALK LINE TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFLICT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. TYPICAL ASPHALT PEDESTRIAN PATH X- SECTION VAR. VAR. 'WIDTH OF RAMP SIDEWALK 4 SECTION B -B PAVEMENT SURFACE SLOPE ASPHALT PATH TO ROAD OR TOWARD TOP OF BANK OF DITCH r 4 STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS A 4 4 4 NOT —TO —SCALE 3" TOPSOIL, SEED OR SOD AS REQUIRED TO MATCH EXISTING a \ic CURB TAPER CHAIR BACK CURB DETAIL TRANSITION TO GRASS NOT -TO -SCALE EXISTING GRADE 11111111111111 11 w z TOPSOIL 12 -3/4" 9 -3/ ASPHALT PATH 110# SYD. BITUM SURFACE NO. 11. LV ON 220# SYD. BITUM BINDER NO. 8, LV ON 5" COMPACTED AGGREGATE BASE, SIZE NO. 53 COMPACTED BACKFILL 2 "R. 5 -0" 6 0000 0o 0o 00 TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT —OF —WAY. 4 °OO°° SHOULDER, TOPSOIL, SEED OR SOD, AS REQUIRED TO MATCH EXISTING DEWALK 4" THICK SLOPE 1 /4" FT. .__4" MIN. GRANULAR MATERIAL 6" J 18" 2 "R. 4 SLOPE 1 /4" PER FOOT 24" 4' 000000 00000 0 0000oo 00 0 0 cP0o GRANULAR BACKFILL d 4 RESIDEN11AL STREETS ONLY REVERSE GUTTER CHAIRBACK CURB NOT- TO-SCALE da 4 4 4 0000 000 0 op LIMITS OF FULL DEPTH III I II II III PAVEMENT WIDTH VARIABLE -,LL STONE BASE TO EXTEND UNDER CURB COMPACTED #53 STONE COMPACTED SUBGRADE GRANULAR BACKFILL w z J SHOULDER SECTION CURB SECTION GRANULAR BACKFILL ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY. w z EMMEN e. t• *t• 100' EMMEN ■41," TRANSVERSE EXPANSION JOINTS 50' R/W 30 -0" COMPACTED SUBGRADE TYPICAL STREET CROSS SECTION NOT —TO —SCALE 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 9" COMPACTED STONE SUB —BASE #2 VA/A /VA /A COMPACTED SUBGRADE PAVEMENT COMPOSITIONS NOT —TO —SCALE TOPSOIL 3 SIDEWALK, TOPSOIL, SEED OR SOD, AS REQUIRED TO 1 0" MATCH EXISTING COMPACTED BACKFILIY CURB JOINT DETAIL TOP OF CURB 2/ MUM= TRANSVERSE CONTRACTION JOINTS BOTTOM OF CURB WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1 /2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. I 1 l I 111 L11 7 1 24" NOT —TO —SCALE STONE BASE TO EXTEND UNDER CURB 4.5" 17.5" CONCRETE ROLL CURB GUTTER (TYPE I) 4 0" SIDEWALK SLOPE 1 /4" FT. 4" THICK 0 (I I I I I I I POINT COMPACTED #53 STONE COMPACTED SUBGRADE ROLL CURB GUTTER TYPE I BACK OF CURB GRADED LAWNS MIN. 3" TOPSOIL TOP SOIL =I 1 I I -1 I I -111 -1 I I —I I I -1 I I I I I—I I I—I I I—I I I ;111 -0 1 -1 1 -1 BACKFILL 4" MIN. GRANULAR MATERIAL 5' -0" MIN. MIN. 4" 5-0" NOT —TO —SCALE 1 -0 5-0" MIN. TOP SOIL 11 1 -11 I I�I i MIN. 3 PREPARED SUBGRADE PROPERTY LINE TYPICAL SIDEWALK SECTION 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. SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 48' -0" BETWEEN EXPANSION JOINTS (MAX.) CONCRETE SIDEWALK NOT —TO —SCALE J W D W cn W m LL LEI v LLJ LiJ -Jz N 0 Z JOB NO.41760S3 m w z 0 z w w z z 0 U W Q z W 0 (f) W -J W U SHEET NO. C802 CONSULTING ENGINEERS LAND SURVEYORS INDIANAPOLIS REVISIONS