HomeMy WebLinkAbout27 C802 Street Details2' ROLL CURB
GRAIL
�rtSi O S'"G.1,E
4"
SECTION A —A
C
MAX. RAMP SLOPE 1 /FT.
CONTRACTION
JOINT (TYP.)
SECTION C —C
1 /4 /FT. MIN.
FART t;° SD_AP..k: J =FA E
ai
A-1
SIDEWA
A-1
K
RAMP,
SIDEWALK PLAN VIEW
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
6' -0" 1O' -O"
CLASS "A"
CONC.
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
B OR AT SIDEWALK LINE
SIDEWA K 4' MIN
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
SLOPE ASPHALT PAT: TO ROAD
OR TOWARD TOP OF :SANK OF DITCH
TYPICAL ASPHALT
PEDESTRIAN PATH X— SECTION
utir�
W',.
NOTES:
Instaicicr aI unce -1-3 rr 3hcx ccc"5r, ro sic' 019 c' be .rdcrc u ,a l renE il
Standcrd ;cacincatix,s.
Jncercrci-is what r.-Jt rs:alcd uni i'r:a c: L =ny •x+wpcciixi s cxropleted x, al�cdw
4np cr trdmcrar '3de i l he r.rse,e prior b "99reFte beee
Uncersrails stick r>:,t rs :alee un:i clJites a= c c<necth the uraaroraitw are r:
i.e. Adel trans. it savws, sar, :ix? ect.;i
PIPE UNDERDRAIN
%O a:uE
C;. ?B
Sll C:CFI f i E
3EP1H
d 'WE OAIETP.
wt'.. 5' SJE SI FA:E D alt+
VAR. VAR.
WIDTH OF RAMP
SECTION B —B
PAVEMENT SURFACE
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
A .a
4
NOT —TO —SCALE
4.
NOT —TO —SCALE
3" TOPSOIL, SEED OR SOD AS REQUIRED
>TO MATCH EXISTING
NOT —TO —SCALE
(MANHOLE SHALL NOT BE
IN PAVEMENT AREA)
EXISTING GRADE
CURB TAPER
CURB INLET
W /MH DETAIL
1 -0"
I I I I I I I I I I I I I I I I I
w
CHAIR BACK CURB DETAIL
TRANSITION TO GRASS
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.
6
5
0000
CO
co
CO
4
0
Q0 0
S
DEWALK 4" THICK
SLOPE 1 /4" FT.
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
'V
4" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT -OF -WAY.
2 "R.
4 0"
SLOPE 1/4" PER FOOT
000000
00000
O 0000000D
00
00 o cP�
24"
18"
REVERSE GUTTER
CHAIRBACK CURB
NOT— TO —SCALE
RESIDENTIAL STREETS ONLY
GRANULAR
BACKFILL
SHOULDER SECTION
4 d
4
0000
LIMITS OF FULL DEPTH
2' -0"
I II —II II I
STONE BASE TO
EXTEND UNDER CURB
COMPACTED
#53 STONE
COMPACTED SUBGRADE
GRANULAR BACKFILL
PAVEMENT WIDTH VARIABLE
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.
CURB SECTION
GRANULAR
BACKFILL
13' -0"
SLOPE: 1 /4" FT.
z
J
vvVVV
TYPICAL STREET CROSS— SECTION
1" H.A.C. SURFACE #11
5" 5D BASE
7" COMPACTED STONE SUB -BASE #53
/V/V/VA/ COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
100'
NOT TO -SCALE
3"
SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO 10"
MATCH EXISTING
COMPACTED BACKFILL!
50' R/W
30 -0"
COMPACTED
SUBGRADE
NOT -TO -SCALE
TOPSOIL
CURB JOINT DETAIL
TOP OF CURB
6"
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.
13' -0"
SLOPE: 1 /4" FT.
a
0000 0 0 00 00
000 000 00
0 0090 00,0D
0
oo
4 6 a
a
0
0
iii iii— ii
I I I I I III III III III I I I =1I
I I
11-
24"
111111111111111M PAVEMEN
"ALL PAVING IS TO BE COMPLETED IN
THE SAME PAVING SEASON"
NOT -TO -SCALE
111911111111 mu ■u•■■ 1.111.111111 T BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS
STONE BASE TO
EXTEND UNDER CURB
i
4.5"
0000
000
0
OC c
No—
No-
17.5"
3"
CONCRETE ROLL CURB Sc GUTTER
(TYPE I)
2' -0"
p.
I I I I
1II III
2.5 #53
LOW POINT
1"
9 COMPACTED
T #53 STONE
COMPACTED SUBGRADE
4' -0"
ROLL CURB GUTTER
TYPE I
SIDEWALK
SLOPE 1 /4" FT.
BACK OF CURB
MIN. 3" TOPSOIL
GRADED LAWNS
TOP SOIL
=III= III III =111 —III iIIIIIiIIIlllll�llill�llill�
!_III -III III
III
1 I E I I =1 1=I MIN. 4" N MIN. 3
BACKFILL
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.
no-
w
4" THICK
4" MIN. GRANULAR
MATERIAL
5' —O" MIN.
5' -0"
1 -4" MIN.
NOT —TO —SCALE
w
z
J
NOT —TO —SCALE
5'-0" MIN.
1 -0"
PREPARED SUBGRADE
PROPERTY LINE
TYPICAL SIDEWALK SECTION
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
TOP SOIL
II -II
0
m
W
U LU
LLJ
Q Z
c, 0
N)
X
N)
z
0
z
z
Ch
z
w
0
z
(I)
w
z
z
0
z
-U
LL1
5
U
SHEET NO.
C802
JOB NO.45370EQU
m
F—
Q
a
CONSULTING ENGINEERS
LAND SURVEYORS
INDIANAPOLIS
CENTERLINE
REVISIONS
1-
JOINT FILLER
z
o
w
O
'I<tbOKI
T FILLET
—0" MII
VERSE
M w
w�
6' -0" BETWEEN TRANSVERSE
z
g
JOINTS
2' ROLL CURB
GRAIL
�rtSi O S'"G.1,E
4"
SECTION A —A
C
MAX. RAMP SLOPE 1 /FT.
CONTRACTION
JOINT (TYP.)
SECTION C —C
1 /4 /FT. MIN.
FART t;° SD_AP..k: J =FA E
ai
A-1
SIDEWA
A-1
K
RAMP,
SIDEWALK PLAN VIEW
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
6' -0" 1O' -O"
CLASS "A"
CONC.
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
B OR AT SIDEWALK LINE
SIDEWA K 4' MIN
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
SLOPE ASPHALT PAT: TO ROAD
OR TOWARD TOP OF :SANK OF DITCH
TYPICAL ASPHALT
PEDESTRIAN PATH X— SECTION
utir�
W',.
NOTES:
Instaicicr aI unce -1-3 rr 3hcx ccc"5r, ro sic' 019 c' be .rdcrc u ,a l renE il
Standcrd ;cacincatix,s.
Jncercrci-is what r.-Jt rs:alcd uni i'r:a c: L =ny •x+wpcciixi s cxropleted x, al�cdw
4np cr trdmcrar '3de i l he r.rse,e prior b "99reFte beee
Uncersrails stick r>:,t rs :alee un:i clJites a= c c<necth the uraaroraitw are r:
i.e. Adel trans. it savws, sar, :ix? ect.;i
PIPE UNDERDRAIN
%O a:uE
C;. ?B
Sll C:CFI f i E
3EP1H
d 'WE OAIETP.
wt'.. 5' SJE SI FA:E D alt+
VAR. VAR.
WIDTH OF RAMP
SECTION B —B
PAVEMENT SURFACE
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
A .a
4
NOT —TO —SCALE
4.
NOT —TO —SCALE
3" TOPSOIL, SEED OR SOD AS REQUIRED
>TO MATCH EXISTING
NOT —TO —SCALE
(MANHOLE SHALL NOT BE
IN PAVEMENT AREA)
EXISTING GRADE
CURB TAPER
CURB INLET
W /MH DETAIL
1 -0"
I I I I I I I I I I I I I I I I I
w
CHAIR BACK CURB DETAIL
TRANSITION TO GRASS
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.
6
5
0000
CO
co
CO
4
0
Q0 0
S
DEWALK 4" THICK
SLOPE 1 /4" FT.
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
'V
4" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT -OF -WAY.
2 "R.
4 0"
SLOPE 1/4" PER FOOT
000000
00000
O 0000000D
00
00 o cP�
24"
18"
REVERSE GUTTER
CHAIRBACK CURB
NOT— TO —SCALE
RESIDENTIAL STREETS ONLY
GRANULAR
BACKFILL
SHOULDER SECTION
4 d
4
0000
LIMITS OF FULL DEPTH
2' -0"
I II —II II I
STONE BASE TO
EXTEND UNDER CURB
COMPACTED
#53 STONE
COMPACTED SUBGRADE
GRANULAR BACKFILL
PAVEMENT WIDTH VARIABLE
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.
CURB SECTION
GRANULAR
BACKFILL
13' -0"
SLOPE: 1 /4" FT.
z
J
vvVVV
TYPICAL STREET CROSS— SECTION
1" H.A.C. SURFACE #11
5" 5D BASE
7" COMPACTED STONE SUB -BASE #53
/V/V/VA/ COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
100'
NOT TO -SCALE
3"
SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO 10"
MATCH EXISTING
COMPACTED BACKFILL!
50' R/W
30 -0"
COMPACTED
SUBGRADE
NOT -TO -SCALE
TOPSOIL
CURB JOINT DETAIL
TOP OF CURB
6"
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.
13' -0"
SLOPE: 1 /4" FT.
a
0000 0 0 00 00
000 000 00
0 0090 00,0D
0
oo
4 6 a
a
0
0
iii iii— ii
I I I I I III III III III I I I =1I
I I
11-
24"
111111111111111M PAVEMEN
"ALL PAVING IS TO BE COMPLETED IN
THE SAME PAVING SEASON"
NOT -TO -SCALE
111911111111 mu ■u•■■ 1.111.111111 T BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS
STONE BASE TO
EXTEND UNDER CURB
i
4.5"
0000
000
0
OC c
No—
No-
17.5"
3"
CONCRETE ROLL CURB Sc GUTTER
(TYPE I)
2' -0"
p.
I I I I
1II III
2.5 #53
LOW POINT
1"
9 COMPACTED
T #53 STONE
COMPACTED SUBGRADE
4' -0"
ROLL CURB GUTTER
TYPE I
SIDEWALK
SLOPE 1 /4" FT.
BACK OF CURB
MIN. 3" TOPSOIL
GRADED LAWNS
TOP SOIL
=III= III III =111 —III iIIIIIiIIIlllll�llill�llill�
!_III -III III
III
1 I E I I =1 1=I MIN. 4" N MIN. 3
BACKFILL
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.
no-
w
4" THICK
4" MIN. GRANULAR
MATERIAL
5' —O" MIN.
5' -0"
1 -4" MIN.
NOT —TO —SCALE
w
z
J
NOT —TO —SCALE
5'-0" MIN.
1 -0"
PREPARED SUBGRADE
PROPERTY LINE
TYPICAL SIDEWALK SECTION
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
TOP SOIL
II -II
0
m
W
U LU
LLJ
Q Z
c, 0
N)
X
N)
z
0
z
z
Ch
z
w
0
z
(I)
w
z
z
0
z
-U
LL1
5
U
SHEET NO.
C802
JOB NO.45370EQU
m
F—
Q
a
CONSULTING ENGINEERS
LAND SURVEYORS
INDIANAPOLIS
CENTERLINE
REVISIONS