HomeMy WebLinkAbout09050022 C6.1 Site DetailsSIGN
DIMENSIONS (INCHES
A
8
C
D
E
F
BIKE
18
6
6C
3
7
MIN
24
8
8C
4
10
STD.
30
3/4
10
10C
5
12
EXPWY.
36
/ag
12
12C
6
15
SPECIAL
48
11/4
16
16C
8
20
I)
0
II)
0
0
N
0
0
Curb if
required
GENERAL NOTES
0 These dimensions are based on a 6 in. curb
height They shall be proportionally adjusted
for other curb heights.
VVhere site infeasibility preludes construction
to the width shown, such width may be
cr
deeased to a minimum of 3'-0.
3, The bottom edge of the curb ramp shad be
flush with the edge of adjacent pavement
and gutter line.
4 Landing areas at the top of curb ramps shall
have maadrrruu suss slope of 50 :1 in any
Men en site infeasibility preludes
a landing slope of 50 :1 in any direction, the
slope perpendicular to the curb face shad not
exceed 50 :1.
['site infeasibility precludes construction to
the width shown, the landing width may be
decreased to 3'-0 minimum. The running
slope of the curb ramp may be steepened to
a maximum of 10 :1 fora maximum 6 in. rise.
6. Drainage inlets should be located uphill from
curb ramps to prevent paddles at the path
of travel.
7. See Standard Drawing E 601- SWCR -12 for
improved access on narrow sidewalks.
8. Algebraic difference in grade between the base
of curb ramp and the gutter shall be limited to less
than 11%. If it is not practical, a 2-0 wide
level strip shall be provided. See detail sketch.
9. Minimum recommended width of curb ramp is 4' -0.
10. Tooted ribbing shall be perpendicular to the
direction of travel to cross roadway (parallel
to the roadway centerline.)
Slope 12:1 4
2"
TOOLS RBBNO DETE'CTABL E r
Construction of curb if
separated from ramp
RAMP SURFACE DETAI
#5 spa. 4118"
PAVEMENT
#5 x2 =0
ALTERNATE CURB CONSTRUCTION
8.33% +5% 13.33 11%
8. mum 5 maximum
Av
1.1r-or
Provide 2-0 level strip if
algebraic difference
exceeds 11%
curb ub as required,
may be monolitic with
lev& strip.
CHANGE OF GRADE
2" .1
0.3"
DETAIL OF RAMP GROOVES
c
INDIANA DEPARTMENT OF TRANSPORTATION
SIDEWALK CURB RAMPS
GENERAL NOTES DETAILS
SEPTEMBER 2005
STANDARD DRAWING NO. E 604- SWCR -02
is/ Rfdard L vorCbors 901.05
DOMSTAMM§ENI� DM
D
/a/ Richard L
N Saciaar 90
GIf�0MTf ®t DATE
PER SECTION 8.09 OF SUBDIVISION CONTROL ORDINANCE
48' BETWEEN EXPANSION JOINTS ;(MAX.)
kv
I ,d;,a*�'+�•`. rt q ca. .P •r
r. :A" `Z4a'4 11 11 0 Ni F ^t'S
6 a41 r 4IIN ri p re .6 4
71/ Alk. A. AL _AL Adb, Ah. A■
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF STANDARD INDOT SPECS.
CONCRETE SIDEWALK
NO SCALE
NOTES:
BROOM FINISH, AND EDGED
CLASS 'A` CONCRETE
6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4"
NOTED
°w JOINTS SHALL BE CUT
WITH A JOINTER HAVING A
tr RADIUS OF 1/4' AND FILLED
WITH JOINT FILLER. 6' MAXIMUM DISTANCE OR WIDTH OF WALK F
LESS THAN 6' -Q' BETWEEN TRANSVERSE JOINTS
INDIANA DEPARTMENT OF TRANSPORTATION
SIDEWALK CURB RAMP
TYPE K
SEPTEMBER 2005
STANDARD DRAWING NO. E 604- SWCR -10
DESIGN STANDARDS ENGINEER
/s! Richard G. VanClewve 90 05
DESIGN STANDARDS ENGINEER DATE
/sr' Richard K. Smutzer 9 0.05
CHIEF HIGNIMAY ENGINEER DATE
Sidewalk less
than f' -0 width
Curb ramp
slope 50:1 max 2' -0
SECTION A -A
Pavement
NOTES
0 See Standard Drawing E 604 SWCR -02
for groove details.
See Standard Drawing E 604 SWCR -02
for details of detectable warnings surface.
0 See Standard Drawing E 604- SWCR -02
for alternate curb construction.
Sidewalk
6' -0 d
Slope 12 :1
0 Curb optional. Shall be used when
necessary based on field conditions.
10. See Standard Drawing E 604 SWCR -02
for typical ramp construction detail.
11. See Standard Drawing E 604-SWCR -01
and -02 for Location Plan and
General Notes respectively.
4' -O
SECTION B -B
6-0
Slope 12:1
Sidewalk
CONCRETE PAVERS MIN. 3 -1/81N THICK
BEDDING COURSE 2IN THICK (TYP. NO. 8 AGGREGATE)
4IN. THICK NO. 57 STONE
OPEN GRADED BASE
NO. 2 STONE SUBBASE
20IN THICK
ADA PARKING SYMBOL DETAIL
NOT TO SCALE
TOOLED JOINT 1-
MIL
EXP. JOINTS 0 BLDGS., OR IMMOVABLE
OBJECTS CONTROL JNT. SPACING MAY
VARY. 4' CONC. SLAB W /6x6 W1.4xW1.4
W.W.F. BROOM FINISH CONT. JNT. 5' -0'
0.C. EXP. JNT. 45-0' O.C. MAX.
TOOL BOTH SIDES
OF EXP. JT.
APPLY CURING COMPOUNDS
TOOLED CONT. JT.
1/8" WIDE MIN. 1'
DEEP
4' COMPACTED
�a
11 =11 -11
I 11 I I11 11
PERMEABLE PAVERS DETAIL
NOT TO SCALE
WHITE PAINT
1/2'R
DRAINAGE FILL EXP. JT. MAT. TO BOTTOM
SKY BLUE PAINT
6' FLUSH CURB
ASPHALT PAVEMENT
RESERVED
PARKING
4' TYP.
GREEN ILLUMINATING
TAPE (ARROW)
GREEN ILLUMINATING
TAPE (BORDER)
6" OR 8"
JOINT SEALER
TYP. NO. 8 AGGREGATE IN OPENINGS
X 1
APPLIE9JT. SEALER
1/2' PREFORMED EXP.
MAT.
RED BACKGROUND
(REFLECTING)
WHITE LETTERS
(REFLECTING)
WHITE BORDER
(REFLECTING)
4' PERFORATED UNDERDRAIN WHERE INDICATED ON PLANS
SOIL SUBGRADE SLOPED MIN. 1% TOWARD OUTLET
GREEN ILLUMINATING
TAPE (LETTERS)
AS NEEDED
12' 2 Ib. STEEL SIGN
POST (PAINTED)
BLUE ILLUMINATING
TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING
TAPE (BACKGROUND)
PROVIDE 1" SLOPE AT
TOP OF FOOTING IF
NOT IN CONCRETE WALK
12'0x3' -6' CONCRETE
FOOTING. RECESS FOOTING
BELOW CONCRETE WALK 4'
VAN ACCESSIBLE TO BE NOTED
FOR SPACES DESIGNATED FOR
THAT USE.
ADA ACCESSI ?LE PARKING SIGN DETAIL
NOT TO SCALE
10' ON TANGENT SECTIONS
5' ON RADIUS SECTIONS
D /8' DIAMETER SMOOTH DOWEL BAR
ONE SIDE LUBRICATED W /CAP 24 "O.C.
CONTROL $c EXPANSION JOINT
AND 4" SIDEWALK DETAIL
NOT TO SCALE
(TYP.
TRANSVERSE
EXPANSION JOINTS
50' MAXIMUM
1 NOTE:
R1 1 MOUNTING HEIGHT 7' ABOVE GRADE.
REDUCE SPACING 40%
COLORS
12"
:III
12"
VARIES W/TYPE
OF CURB
s
r
LEGEND WHITE REFLECTIVE
BACKGROUND RED REFLECTIVE
STOP SIGN DETAIL
NOT TO SCALE
n
co
2 -#3 RE -BAR 6' LONG
TOP OF CURB
TOP OF PAVEMENT
CURB JOINT DETAIL
NOT TO SCALE
TRANSVERSE
CONTRACTION JOINTS
1
9"
II
u
PROVIDE #5 REBARS 1' -6' LONG
IN 5/8'16 CAST HOLES
r1
Dci
COMPACTED BACKFILL
6"
MI
STRAIGHT CONCRETE CURB
NO SCALE
CLASS A A"
CONCRETE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
BITUMINOUS PAVEMENT
BOTTOM
OF CURB
PROTECT BUILDING
OR FENCE
3' 9" TO
2' -O" EDGE
OF PAVEMENT
PRECAST CONCRETE PARKING BARRIER
NOT TO SCALE
4`-0
6' COMPACTED WELL
DRAINED SUBGRADE
HEAVY DUTY ASPHALT COMPACTED TO 95% MAX.
PAVEMENT SECTION DRY DENSITY PER ASTM D1557
NOT TO SCALE
6" COMPACTED
AGGREGATE BASE
CONCRETE PAVEMENT SECTION
NOT TO SCALE
SECTION B -B
Slope 12:1
2' -0
v.o..**"
'y{ f i r a *N-
w preformed Joint fllisr
SECTION .A.A
LIGHT DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
8" CONCRETE PAVEMENT
6X6- W2.9XW2.9 W.W.F.
`U �jCi a ,��G v' vl r 11���� 5 �,p//`/�
Pavement
TACK COAT
#11 SURFACE
#9 BINDER
N0.53 STONE
NO.2 STONE
i4
#11 SURFACE
#9 BINDER
NO. 53 STONE
NO. 2 STONE
6" COMPACTED WELL
DRAINED SUBGRADE
COMPACTED TO 95% MAX.
DRY DENSITY PER ASTM 01557
NOTES
See Standard Drawing E 604- SWCR -02
for groove details.
O See Standard Drawing E 604 SWCR -02
for details of the detedabie warning.
See Standard Drawing E 604- SWCR -02
for alternate curb construction.
10. Sea Standard Drawing E 604 SWCR -01
and -02 for Location Plan and
General Notes respectively.
11. See Standard Drawing E 604-SWCR -02
for typical ramp construction detail.
INDIANA DEPARTMENT LW TRANSPORTATION
STANDARD DRAWING NO. E 60+1 SWCR 03
=_i 9750
A 57,TE OF
SIDEWALK CURB RAMP
TYPE A
SEPTEMBER 2005
c�
DESIGN STANDARDS ENGINEER
2008 INDOT
SPECIFICATIONS
2008 INDOT
SPECIFICATIONS
/s/ Richard L. VanCiectet 9-0/05
DEMON STANDARDS ENOV/ffR DATE
X 57 Rcterd K.Srtwfzer
CHIEFNIONWAY ENOL'4EER
9 C!OS
WSE
IIII
j STRUCTUREPOINT
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256 3957
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
BROWNING INVESTMENTS INC.
6100 W. 96TH STREET
SUITE 250
INDIANAPOLIS, IN 46278
INDIANA SPINE GROUP
MERIDIAN MAIN
CARMEL, INDIANA
CONSULTANTS
n
DRAWN BY.
CHECKED BY.
ISSUED FOR.
1/4 ,A1 1111 11 11 1 7 111 1 11 11/
M 9°",4.1 "r I
..a.....° SF �i
V '1r °j
6,15 ERF8.,.+ 11
NO yr
1 0708270
STATE OF 1$
,74
TFED B
DATE. 05.22.09
ADLS STAFF REVIEW
TITLES
SITE
DETAILS
PROJECT ei 02009.00531
C6.1
amt
I INC.
EEM
TMJ
DATE.
07/0 3/09