HomeMy WebLinkAboutC802 Street Details11 /2 NKLFOKMLD 1
JOINT FILLER
5' -0" MIN.
TRANSVERSE JOINT
6' -0" BETWEEN TRANSVERSE
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JOINT FILLER
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JOINTS
PAVEMENT
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WASIFED S70%E
MAX. RAMP SLOPE 1 /FT.
RAMP
4
SECTION A A
CONTRACTION
JOINT (TYP.)
SECTION C C
1/4"/FT. MIN.
SIDEWALK PLAN VIEW
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
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12" U ?f.
NOTES
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PIPE UNDERDRMIt
10 SE■%T,.E
6' 0" 10' 0"
suBGF E 4LivF -:7ATE
fpr..4
4 :PIPE DiNJE1E
wt' F• 51B Sit. FAZE DR/04
CLASS "A"
CONC.
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
B OR AT SIDEWALK LINE
VAR. VAR.
I WIDTH OF RAMP
SIDEWA K 4' MIN
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
SLOPE ASPHALT PATH TO ROAD
OR TOWARD TOP OF BANK OF DITCH
TYPICAL ASPHALT
PEDESTRIAN PATH X- SECTION
SECTION B —B
PAVEMENT SURFACE
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
n
TOPSOIL
NOT —TO —SCALE
12 -3/4"
9 -3/
COMPACTED BACKFILL
3
6"
4
000
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00
0
000
3" TOPSOIL, SEED OR SOD AS REQUIRED
TO MATCH EXISTING
6"
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a
CD a Q
NOT —TO —SCALE
CURB TAPER
IIIIIIIIIIIIIIIII
CHAIR BACK CURB DETAIL
TRANSITION TO GRASS
NOT —TO —SCALE
EXISTING GRADE
2 "R.
3/4"
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0 0000000D
0 0
00
00
24"
a
1' -0"
18"
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
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TOPSOIL
4
ft
12— 3/4"
9 -3/
CHAIR BACK CURB DETAIL
77
0 COMPACTED
#53 STONE
COMPACTED SUBGRADE
2 "R.
6"
5'-0" 4'—
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT —OF —WAY.
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CO
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0
00
4 v.
S DEWALK 4" THICK
SLOPE 1 /4" FT.
y 4
4" MIN. GRANULAR
MATERIAL
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2 "R.
SLOPE 1/4" PER FOOT
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0 0
00
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24"
18"
REVERSE GUTTER
CHAIRBACK CURB
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
NOT —TO —SCALE
RESIDENTIAL STREETS ONLY
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GRANULAR
BACKFILL
SHOULDER SECTION
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0
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0 °000
0
LIMITS OF FULL DEPTH
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-o"
STONE BASE TO
EXTEND UNDER CURB
COMPACTED
#53 STONE
COMPACTED SUBGRADE
GRANULAR BACKFILL
PAVEMENT WIDTH VARIABLE
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.
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13' -0"
SLOPE: 1 /4" FT.
TYPICAL STREET CROSS SECTION
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SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
NOT —TO —SCALE
1" H.A.C. SURFACE #11
5" 5D BASE
7" COMPACTED STONE SUB —BASE #53
COMPACTED SUBGRADE
(ALL PAVEMENT IS TO BE COMPLETED IN THE SAME PAVING SEASON)
PAVEMENT COMPOSITIONS
NOT —TO —SCALE
50' R/W
30' -0"
COMPACTED
SUBGRADE
TOPSOIL
3"
10"
COMPACTED BACKFIL
--a
---a.
TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS
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.
CURB JOINT DETAIL
13' -0"
TOP OF CURB
SLOPE: 1/4" FT.
K
6
I I I I I I I I I I 1I I
24"
PAVEMEN T
NM IN III II
MP IN
MI
BOTTOM OF CURB
STONE BASE TO
EXTEND UNDER CURB'
4.5"
17.5"
LOW POINT
97
CONCRETE ROLL CURB GUTTER
(TYPE I)
NOT— TO—SCALE
7 79
COMPACTED
#53 STONE
ROLL CURB GUTTER
TYPE I
COMPACTED SUBGRADE
4' -0"
SIDEWALK
SLOPE 1/4" FT.
W
MIN. 3" TOPSOIL
BACK OF CURB
GRADED LAWNS
TOP SOIL
5 —O" MIN.
4" THICK
4" MIN. GRANULAR
MATERIAL
5' 0
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5-0" MIN.
1' -0"
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I -1 I I -1 I I —I I II —I I I III III —III —I I I_I
�I I I 1 I I -1 I I 1 MIN. 4" I MIN. 3
I
BACKFILL PREPARED SUBGRADE
PROPERTY 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.
TOP SOIL
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
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SHEET NO.
JOB NO.42480
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C802
CONSULTING ENGINEERS
LAND SURVEYORS
REVISED PER TAC COMMENTS
REVISE PER TAC COMMENTS
INDIANAPOLIS
REVISIONS