HomeMy WebLinkAboutC402 - Intersection Details-C401W W W W W W W W
WWWWWWWWWWWWWWWWW47
46
45WWWWWWW C.A. 2-666,196 sq.ft.
39
44
424140
43
161
0.00
CL CONST ENTRANCE
162
0.00
CL CONST ENTRANCE
S
S
W W W W W W W W W W W
W W
WWVILLAGE CREEK DRIVE
(LOCAL)WWW4.5' RAD.27.5' RAD.5.0' RAD.
447
446
445
JGV818
JGV820
JGV819
JGV816
JGV817
1
9
.
5
'
RAD
.
4.5' RAD.
4.5' RAD.
2.5' RAD.
1
9
.
5
'
R
A
D
.49.5' RAD.
26.5'
R
A
D
.
10' B.L.
10' D.U.&S.S.E.5' WALK5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK0+73.67
854.70
H.P.H.P.
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
ALLEY B
(PRIVATE)ALLEY B(PRIVATE)VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. I.E.E.&D.U.&S.S.E.0.60%0.60%VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.*
*
*
*
*
*
*
*
0.60%0.60%
T.C.=856.39
T.C.=856.03
T.C.=855.72
T.C.=855.50
T.C.=855.39
447A3+13854.420+00
854.26
0+25
854.41
0+50
854.56
1+00
854.54
1+25
854.39
1+50
854.24
1+75854.362+00854.512+25854.662+50854.802+75854.653+00854.5025.5' RAD.19.5'
R
A
D.
2
5
.
0
'
RAD
.
4.0' RAD.
4.0' RAD.19.5' RAD.2
7
.0
'
RAD
.
5.0' RAD.
2.5' RAD.
*
10'10'20'25' B-B15'45' B-B81'11'
20'90'[10 PARKING SPACES @ 9' EA.]90'[10 PARKING SPACES @ 9' EA.]13'
15'
46' PVMT
44' PVMT60' PVMT
60.0' PVMT
60.0' PVMT
16' PVMT16' PVMT 22' PVMT8'20'20'44'25'
25'
10'
854.72 854.60 854.45
854.67
855.47
855.97
854.37
854.42
855.47
855.97 855.47
855.47
855.97
855.22
855.72
855.10
855.60
854.97
855.47
854.90
855.40
855.00
854.84
855.34
854.94
854.75
855.25
855.32
855.82
855.00855.24
855.74
855.20
855.70 855.19855.69855.19
855.69
855.22
855.72
854.64
855.14
854.70
855.20
854.83
855.33
854.66
854.95
854.79
855.29
855.47
855.97
855.47
855.97
855.47
855.97
855.52
856.02
854.80
855.26
855.76
855.12
855.62
854.95
855.45
855.00855.00854.97855.00855.00856.20856.20856.20856.10
855.13
855.14855.13
856.20855.43855.00855.00854.38
856.10 856.10 856.10 855.33
855.23855.25 855.16
856.20
856.20
856.20
856.20
856.10
856.10
856.07
856.07
856.07
856.07
856.07
856.07 856.07
856.07
856.27 856.16856.28
856.07
856.07
854.75
855.25
854.85
855.35
85
5
.
2
7
85
5
.
7
7
855
.0
6
8
5
5
.
5
6854.62855.12855.00
855.50
855.00
855.50
855.00
855.50855.00
855.50
855.00
855.50855.12
855.62
854.83
855.33
854.83
855.33
854.83
855.33
854.83
855.33
854.74
855.24
855.00855.30854.63 855.7
855.00
855.50
TC=854.19
854.19
855.00
855.50
855.00
855.50
855.00
855.50
8
5
5
.
0
0
8
5
5
.
5
0
855.00
855.50
855.00
855.50
855.00
855.50
854.99
854.98
854.98
854.99
854.68
854.72
854.69
854.69
855.19
854.84855.34855.55855.48855.38855.45855.55855.55855.55855.55855.55855.55855.55855.55855.45
855.45
854.63
855.13
854.51
855.01
854.41
854.91
854.87
855.37
854.82
855.32854.52
854.89
855.39854.59
854.82
855.32854.52
854.67
855.17
854.37
854.55
855.05
854.45
854.95
854.47
854.97
854.40
854.90
854.61
855.11
854.42
854.25
854.97
855.47
855.34
855.36 855.27
855.31
855.37
855.90
856.16856.10
854.93854.83
854.69
855.19
854.84
855.34
854.52
855.02
854.63
855.13
854.64
855.14
854.73
855.23
854.32
854.82
854.19
854.85
855.35
854.49
854.99
F.F.E. = 856.50
PAD = 855.8
F.F.E. = 856.40
PAD = 855.7
F.F.E. = 856.60
PAD = 855.9
854.99855.00
855.50
855.00
855.50
G
G
G
A
A
A
A
A
A
A
A
G
D
D
D
D
D
D
D
D
D
D
D
B
B
B
B
C
B
C
B
B
B
B
C
C
F
F
F
F
F
F
F
F
E
E
E
E
E
TC=854.22
855.7
855.7
855.7
855.7854.99854.98854.97854.98854.99855.00854.99854.98854.97854.98854.99855.00
855.50
855.59855.59855.58
855.48
B
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
JJJJ
J
J
J
J
J
J
J
J
B
855.47
855.57 855.57
856.07
C
855.11
855.61
854.63
855.13
856.07
855.00
855.00 855.00
855.00
855.00
855.00
855.00
855.00
B
444
72'[8 PARKING SPACES @ 9' EA.]81'[9 PARKING SPACES @ 9' EA.]54'[6 PARKING SPACES @ 9' EA.]FUT. BLDG.
20'
[2 PARKING SPACES @ 10' EA.]
20'
[2 PARKING SPACES @ 10' EA.]
*
F
20'
18'
18'
18'18'
2.5' RAD.
F
D
D
854.50
30' R.D.E.30' R.D.E.30' R.D.E.30' R.D
.
E
.
30' R.D.E.
K
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C402 - Intersection Details.dwg - C401Modified / By:September 22, 2022 9:40:56 AM / RMorrisPlotted / By:September 29, 2022 11:24:19 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2GRAPHIC SCALE
( IN FEET )
1" = 20 FT
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.INTERSECTION & GRADING DETAILSC401
NOTES:
1.ALL PAVING IS TO BE
COMPLETED IN ONE PAVING
SEASON.
MONOLETHIC CURB AND WALK
CURB & WALK DETAIL
NO SCALE
SEE PLANS
OF TOTAL THICKNESS OF SLAB @ 6-0" MAX.
REBAR AND WELDED WIRE FABRIC SHOULD BE
STOPPED 2" SHORT OF AN EXPANSION JOINT.
@ 48'-0" MAX. AND @ ENDS OF RADII.
SHALL HAVE 1/2" EXPANSION JOINTS
CONSTRUCTION JOINTS SHALL BE CUT 1/4 DEPTH18"REBAR
3"2 - #4
NOTES:
6"1.
2.
3.
45°
3"
6"
2" RAD.3"6"CLR.CONTROL JOINT
6"
AGGREGATE SIZE #53
4" OF COMPACTED
6x6 W1.4xW1.4xW.W.F.
1 1/2"4"AS INDICATED ON THE DRAWINGS.
PROVIDE A EXPANSION JOINT AT INTERSECTION WITH
ANOTHER SIDEWALK, BETWEEN WALKS, BUILDINGS,
5.
STORM STRUCTURES, AND AT SUCH OTHER POINTS
EACH FINISHING OPERATON.
4.
OF SIDEWALKS SHOULD BE HAND-TOOLED AFTER
CONTROL JOINTS, EXPANSION JOINTS AND EDGES4"
PAVEMENT
4"
AGGREGATE SIZE #53
4" OF COMPACTED 1" PREFORMED JOINT FILLER WITH SEALER.
NOT-TO-SCALE
NOT-TO-SCALE
COMPACTED SUBGRADE (PER INDOT STANDARDS)
2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B' 19.0 mm ON
1.5" - HMA SURFACE, TYPE 'B', 9.5 mm ON
6" COMPACTED AGGREGATE #53 ON
(TO BE USED FOR PARKING AREAS ON THIS PROJECT)
PARKING AREA
PAVEMENT SECTION
ASPHALT PARKING AREAS
LEGEND
ADA PARKING
SYMBOL (TYP.)
ADA PARKING SIGN
NOTES
KEY DESCRIPTION
ASPHALT PAVEMENT AREAS
(FOR ALLEY PAVEMENT SECTION - SEE
DETAIL SHEET-C803 FOR ALL OTHER
AREAS SEE DETAIL THIS SHEET)
6" CONCRETE STRAIGHT CURB
(SEE DETAIL - SHEET C802)
MONOLITHIC CURB & WALK
5" CONCRETE WALK
(UNLESS OTHERWISE NOTED)
PARKING STRIPING
ADA RAMP
CONCRETE COLLAR
(SEE DETAIL - SHEET C802)
LAWN AREA
BICYCLE PARKING
(SEE DETAIL - SHEET C803)
A
B
C
D
E
F
G
J
K