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Home My WebLink About79-96.181 2 3 4 5 6 7 8 9 10 11 12 13 i 50' RIGHT OF WAY 10' 30' BACK TO BACK 10' , 5' 4, M PROFILE GRADE CONC, 2 ROLL CURB i 27 ROLL CURB ��, WALK SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN t u n u n u u u u _ _ . .� L V J m G F E 1 L • m rn rn LO co Cm Q • L Cu A o Cn CD 3 O 149 i� i DUNWOODY LANE UNE "B" DUNWOODY LANE CRENSHAW COURT 9 SCALE: 1 " =30, 0802 NOTE ALL STREETS ARE 30' WIDE d: HAVE A 50' R/W. UNLESS OTHERWISE NOTED. ri�Ara 4 1 2" TOP SOIL N LOW POINT 00 TOP OF 'n CURB �a EARTH BACKFILL W ••o ° �00.00000 e •o 0.0.0 0.0•0.0.0.0.0.00.0• o e•e e•e•o•o•0e•0•e#53 COMPACTED •e .0.00 0.0 STONE BASE o • •o . • • • • •o • •o • • 3" 6" 2 # -0" (TYPE 1) 2' CONCRETE ROLL CURB & GUTTER 5 C802 OJ 1" #11 HAC SURFACE-/ 3" #9 HAC BINDER lokPIPE UNDERDRAIN (TYP) • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL 9" #53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 1 C802 TOP OF CURB I I PREPARED SUBGRADE R/W LINE 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. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL s C802 (BETWEEN STORM STRUCTURES do CURB) PAVEMENT J TRANSVERSE CONTRACTION JOINTS * (10' MAX. SPACING) CURB JOINT DETAIL z *TRANSVERSE CONTRACTION JOINTS C�2 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB PAVEMENT INSTALLATION REQUIRED: • BOTH SIDES OF PAVEMENT RUNNING THROUGHOUT ENTIRE PROJECT. • PERFORATED PLASTIC PIPE PER INDOT SPECS #718.02 #8 GRAVEL • LOT CONNECTIONS ARE TO BE STUBBED AND CAPPED 3' BEYOND BACK OF CURB WITH CURB BRANDED SS. TYPICAL UTILITY CROSSING 0802 6° 3" OF 24" 1 1 3 ~ I 5 z C I 8 I 9 a 1 11 I 12 I �4 I 14 1 15 1 BACKFILL f � d n 6' -Or BETWEEN TRANSVERSE JOINTS CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL s C802 (BETWEEN STORM STRUCTURES do CURB) PAVEMENT J TRANSVERSE CONTRACTION JOINTS * (10' MAX. SPACING) CURB JOINT DETAIL z *TRANSVERSE CONTRACTION JOINTS C�2 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB PAVEMENT INSTALLATION REQUIRED: • BOTH SIDES OF PAVEMENT RUNNING THROUGHOUT ENTIRE PROJECT. • PERFORATED PLASTIC PIPE PER INDOT SPECS #718.02 #8 GRAVEL • LOT CONNECTIONS ARE TO BE STUBBED AND CAPPED 3' BEYOND BACK OF CURB WITH CURB BRANDED SS. TYPICAL UTILITY CROSSING 0802 6° 3" OF 24" 1 PIPE UNDERDRAIN 3 CIS SIDEWALK RAMP SECTION A -A CONIRACIKIN JOINT (TYP•) 1/Y PREFORMED EXPANSION JOINT r ROLL CURB a GUTTER SIDEWALK PAVEMENT MAX SLOPE 1 :12 mp �.�..� SE SF£iFOII EI-B UNDERDRAIN TRENCH TO BE LINED WITH NON —WOVEN FILTER FABRIC. TRENCHES ARE ENCOUNTERED. (I.E. STORM. SANITARY SEWERS, & EXTEND A MINIMUM OF 5' BEYOND LIMITS OF ENCOUNTERED TRENCH. mgp CUB ID RAID N if r- RAID WAL SAFE t12 jo— CARR1• FLAW UE MW RAMPS JOINT (TYP•) PLAIN VIEW 1/2" PREFORMED EXPANSION JOINT DROP CURB TD RAMP IN 12" RAMP MAX SLOPE 1:12 RAMP 1, A � JA b " - - - CARRY FLOIN.I E THROUGH RAMP a d SECTION B -B DETAIL T INTERSECTION 1110%. 1. AIL PAIDI W RAIDS S KL IEBT TIE E011119F9 m OF THE AIEIM DISAEl1E8 ACT. 2. INRIII IM OF CA! RMFP /MAIL E 4 FEET NOT MOMS FLIES BAUM SAFE OF RAIDS SLIAU. E t12 a CUM CUT RAIDS ARE W E LOCAIM AS SIM ON THE PLANS OR AS ME= BY CITY ENGM 4. RALPS STALL E PR0IADED AT ALL C0 m OF SWm 11111908MICK NE1E *m a Exsw OR PRO W D SIDENMIL AND CURB INCUUDDIC 7 & SURFACE 1D= OF IM RMP 9WL E IFMT OBTANED BY A COARSE MOOM VJMSIA RSE TO TIE SLOPE OF TIE RIP. a MALKS SHALL E RAMM t*BE IIE 10111 MY CUTE 6 DMIDED ACTIDSS 111E NIX 7. CARE S MIL E IAMBI 10 ASK A LN M GLADE ON ALL RAws 1IRF N0 mw N GLADE a DTWNAG: SNIICRAl6 STALL NDT E PLACED N UE IM RIPS DI EPT RIERE 0101110 MOM SRNlCI = ME BEIM U1L® N ME NEV CONSIIMICRGL LOCAIM E IFE RMP 3110UD THE PFECFDEIICE OVER LOCATION OF DIM AGE SNUCIURE. & ME NnK a1T1at LIE 11mu au E NMIvm THROM WE AREA OF 1FE RAID. 10. DPAN9GI EDIT FOR TIE RAID SHALL E A IIAIIAREI 112" WE 1FE LDP OF THE JOINT FUR FOR AIL RAID TMM ML E FLUSH Wffl ADMOIT CDNCREE 11. C1109NU AID SIDP LK MAISM F USK SIWL IN 9D LOCATED AS 10 SMP WN11C SHORT OF RMP r.11 M a 12 SOPS OF RAMP MAY E MWIFIED •EII F8D COIMIRGIS WN WT MO *0 APMV D BY IM CITY EXOIm SIDEWALK RAMP FOR HANDICAPPED + ceo2 Revmozw 01IILIIfofgAA� cROS�% 920350 j %'A s STATE OF 111111m,10 CERTIFIED BY '.04 &'_J rt'r 'qz' IM MAN G AND THE K► DE96NS ONVIS CONTANED FEJFEII ARE THE EXCLUSIVE II1E 2MIAL PROPERTY OF 0111011011 BIDI Effm CORPORAim AND ARE NOT 10 EA: USED OR REPRODUCED N *101E OR N PART, RIMIT THE MUM CCNS01T W SC VETOER ENCH ERIIG COIPM7101. 01996, Schneider Engineering Corporation rid _W1 C4orafim 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, Meyer, Gibson & Associates, Incorporated PLUM CRREB Did MPHM COMPANY LIZ PLUM CREEK NORTH SECTION 4 NAM MN COUNTY, INDIANA GENERAL DETAILS Date Project No. Drawn Approv. 8/16/96 904.14 DRP Computer Filers Sheet No. J:\W4\PM\14\1CW2 XREF: W14PL (C802 1 I 2 1 3 I 4 I 5 1 6 1 7 I 8 I 9 1 10 1 11 I 12 I EARTH I 14 1 15 1 BACKFILL n Y. ' #53 COMPACTED ::' • • •''• •':',;' '' •_ • :: ' • : +':•- ` : ' STONE BASE e.•••.•• . • .e••.e••.e••.••e•••e.• •.• •.• •.• . . . . . . . . . • o.• e. o.• •.• e.• •0•24 a •.• •.• o,• o • 2' CONCRETE CHAIRBACK CURB 8 (WITHOUT GUTTER) c�oz PIPE UNDERDRAIN 3 CIS SIDEWALK RAMP SECTION A -A CONIRACIKIN JOINT (TYP•) 1/Y PREFORMED EXPANSION JOINT r ROLL CURB a GUTTER SIDEWALK PAVEMENT MAX SLOPE 1 :12 mp �.�..� SE SF£iFOII EI-B UNDERDRAIN TRENCH TO BE LINED WITH NON —WOVEN FILTER FABRIC. TRENCHES ARE ENCOUNTERED. (I.E. STORM. SANITARY SEWERS, & EXTEND A MINIMUM OF 5' BEYOND LIMITS OF ENCOUNTERED TRENCH. mgp CUB ID RAID N if r- RAID WAL SAFE t12 jo— CARR1• FLAW UE MW RAMPS JOINT (TYP•) PLAIN VIEW 1/2" PREFORMED EXPANSION JOINT DROP CURB TD RAMP IN 12" RAMP MAX SLOPE 1:12 RAMP 1, A � JA b " - - - CARRY FLOIN.I E THROUGH RAMP a d SECTION B -B DETAIL T INTERSECTION 1110%. 1. AIL PAIDI W RAIDS S KL IEBT TIE E011119F9 m OF THE AIEIM DISAEl1E8 ACT. 2. INRIII IM OF CA! RMFP /MAIL E 4 FEET NOT MOMS FLIES BAUM SAFE OF RAIDS SLIAU. E t12 a CUM CUT RAIDS ARE W E LOCAIM AS SIM ON THE PLANS OR AS ME= BY CITY ENGM 4. RALPS STALL E PR0IADED AT ALL C0 m OF SWm 11111908MICK NE1E *m a Exsw OR PRO W D SIDENMIL AND CURB INCUUDDIC 7 & SURFACE 1D= OF IM RMP 9WL E IFMT OBTANED BY A COARSE MOOM VJMSIA RSE TO TIE SLOPE OF TIE RIP. a MALKS SHALL E RAMM t*BE IIE 10111 MY CUTE 6 DMIDED ACTIDSS 111E NIX 7. CARE S MIL E IAMBI 10 ASK A LN M GLADE ON ALL RAws 1IRF N0 mw N GLADE a DTWNAG: SNIICRAl6 STALL NDT E PLACED N UE IM RIPS DI EPT RIERE 0101110 MOM SRNlCI = ME BEIM U1L® N ME NEV CONSIIMICRGL LOCAIM E IFE RMP 3110UD THE PFECFDEIICE OVER LOCATION OF DIM AGE SNUCIURE. & ME NnK a1T1at LIE 11mu au E NMIvm THROM WE AREA OF 1FE RAID. 10. DPAN9GI EDIT FOR TIE RAID SHALL E A IIAIIAREI 112" WE 1FE LDP OF THE JOINT FUR FOR AIL RAID TMM ML E FLUSH Wffl ADMOIT CDNCREE 11. C1109NU AID SIDP LK MAISM F USK SIWL IN 9D LOCATED AS 10 SMP WN11C SHORT OF RMP r.11 M a 12 SOPS OF RAMP MAY E MWIFIED •EII F8D COIMIRGIS WN WT MO *0 APMV D BY IM CITY EXOIm SIDEWALK RAMP FOR HANDICAPPED + ceo2 Revmozw 01IILIIfofgAA� cROS�% 920350 j %'A s STATE OF 111111m,10 CERTIFIED BY '.04 &'_J rt'r 'qz' IM MAN G AND THE K► DE96NS ONVIS CONTANED FEJFEII ARE THE EXCLUSIVE II1E 2MIAL PROPERTY OF 0111011011 BIDI Effm CORPORAim AND ARE NOT 10 EA: USED OR REPRODUCED N *101E OR N PART, RIMIT THE MUM CCNS01T W SC VETOER ENCH ERIIG COIPM7101. 01996, Schneider Engineering Corporation rid _W1 C4orafim 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, Meyer, Gibson & Associates, Incorporated PLUM CRREB Did MPHM COMPANY LIZ PLUM CREEK NORTH SECTION 4 NAM MN COUNTY, INDIANA GENERAL DETAILS Date Project No. Drawn Approv. 8/16/96 904.14 DRP Computer Filers Sheet No. J:\W4\PM\14\1CW2 XREF: W14PL (C802 1 I 2 1 3 I 4 I 5 1 6 1 7 I 8 I 9 1 10 1 11 I 12 I 13 I 14 1 15 1 Y.