Revision 2.full size.0707081
EROSION CONTROL PLANS
2
SPLITTER ISLAND ALIGNMENT PLAN
3 - 4
6 - 7
8 - 27 PLAN AND PROFILE SHEETS
29 - 30
TITLE SHEET
INDEX AND GENERAL NOTES
TYPICAL SECTIONS
PLAT NO. 1
SPOT ELEVATIONS
PAVEMENT MARKING AND SIGNING DETAILS
APPROACH TABLE
UNDERDRAIN TABLES
STRUCTURE DATA TABLES
28
32 - 35
INTERSECTION DETAILS
36 - 38
39 SHEET SIGN & POST SUMMARY
5 MISCELLANEOUS DETAILS
31
40
41 - 42
43 - 45
46 - 58 CROSS SECTIONS - ALTERNATE
59 - 91 CROSS SECTIONS - BASE
**
The paper relocation will be cross sectioned by the Engineer before construction.
Existing asphalt pavement located outside the construction limits, between Sta. __________ and
Sta. __________, shall be removed as directed.
**
** REPRESENTS GENERAL NOTES REQUIRED
All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded
except where sodding is specified
The final cross sections of the grading contract will be the original cross sections of the
paving contract. However, partial or complete cross sections shall be taken if necessary to
determine the actual excavation quantities.
The quantity of peat excavation shown on the plans has been estimated on the basis of
theoretical cross sections by using treatment of existing fills, treatment by removal, or
treatment by displacement, where each treatment applies.
All limited access right-of-way (L.A. R/W) is to be fenced with chain link type fence (CLTF)
or farm field type fence (FFTF) where specified in the plans.
SHEET NO.DRAWING INDEX
REVISIONS
SHEET NO.DATE REVISED
INDEX TO SHEETSGENERAL NOTESUTILITIES
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
KDS
CMP
VMS
KDS
2
06-15
CITY OF CARMELJuly 27, 2007
91INDEX AND
GENERAL NOTES
GAS:
Vectren Energy
16000 Allisonville Road
P.O. Box 1700
Noblesville IN 46061
(317)776-5534
ATTN: Don Perdue
ELECTRIC:
Duke Energy Corporation
16475 Southpark Drive
Westfield, IN 46074
(317) 896-6711
ATTN: Shirley Hunter
AES IPALCO
1230 West Morris Street
Indianapolis, IN 46221
(317)261-8085
ATTN: Bob Stephens
WATER & SEWER:
City of Carmel Utilities
760 Third Ave.
Ste. 110
Carmel, IN 46032
(317) 733-2855
ATTN: Steve Cook
Clay Twp. Regional Waste District
10701 North College Avenue, Suite A
Indianapolis, IN 46280
(317)844-9200
ATTN: Candy Feltner
TELEPHONE:
AT & T Indiana
5870 North College Avenue.
Indianapolis, IN 46220
(317)252-5143
ATTN: Greg Cammack
Time Warner Telecom
4625 West 86th Street
Indianapolis, IN 46268
(317)713-8929
ATTN: Drew Wendling
CABLE TELEVISION:
Bright House Networks
3030 Roosevelt Ave.
Indianapolis, IN 46218
(317) 339-9075
ATTN: Joe Evans
41, 42 10/01/2007 Revised Underdrains
7/07/200820, 22, 24, 38, 39 Drive, Pvt. Marking, and sign Revisions, R/W Modified
ksmith 2:18:30 PM7/7/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.IN.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
PLAN VIEW
STA. 42+40 TO STA. 47+60 "A"
20
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
KDS VMS
CMPCMP
06-15
CITY OF CARMELJuly 27, 2007
91
45+00
CAVENDISH DR.
A
p
p
.
S
e
c
t
i o
n
L i n
e
CARMEL-CLAY SCHOOLS
Ransburg Drive N.
LENNA RANSBURG
CARMEL-CLAY SCHOOLS
App. 14 Section Line
Section 26, T18N., R3E.
Clay Township
Hamilton County
Section 25, T18N., R3E.
Clay Township
Hamilton County
A
p
p
.
S
e
c
t
i o
n
L i n
e
4
2
+
2
9
.
4
4
,
6
7
.
1
0
’,
T
r
e
e
4
3
+
2
8
.1 1
, 7
3
.9
4
’,
C
a
t
c
h
B a
s
i n
4
5
+
2
7
.
9
2
,
2
0
.
9
3
’,
T
r e
e
+
2
8
.
1
9
,
4
6
.
6
5
’,
T
r e
e
+
5
7
.
9
2
,
2
0
.
1
3
’,
T
r e
e
+
5
8
.
1
7
,
2
0
.
2
6
’,
T
r e
e
+
8
8
.
1
3
,
4
5
.
7
0
’,
T
r e
e
+
8
8
.
7
9
,
2
0
.
5
2
’,
T
r e
e
4
7
+
1 1
.5
1 ,
5
3
.6
4
’,
S
i g
n
+
1 9
.
6
9
,
1 6
.5
6
’,
P
o
s
t
+
6
2
.1 8
, 6
5
.3
0
’,
C
a
t
c
h
B a
s
i n
4
2
+
3
3
.1 1
,
8
3
.1 5
’,
P
i n
e
+
3
4
.5
5
,
7
1
.1
8
’,
P
i n
e
+
3
5
.9
0
,
5
3
.9
6
’,
P
i n
e
+
3
7
.2
9
,
3
9
.6
2
’,
P
i n
e
+
3
8
.4
6
,
2
6
.5
0
’,
P
i n
e
+
3
8
.8
9
,
1 3
.2
6
’,
P
i n
e
4
3
+
9
0
.9
4
,
3
3
.6
9
’, C
o
m
b
.
P
o
l e
+
7
1
.2
0
,
1 7
.0
6
’,
C
a
t
c
h
B
a
s
i n
+
7
2
.3
2
,
3
8
.7
0
’,
T
e
l . P
e
d
.
4
4
+
0
3
.0
2
,
3
4
.9
6
’, G
u
y
W i r e
4
6
+
0
1 .0
9
,
1
1 2
.5
8
’,
F i r
e
H
y
d
.
+
1 5
.2
9
,
8
7
.2
7
’,
C
n
t
r
l .
P
t
.
+
1 6
.3
3
,
3
6
.2
5
’,
C
o
m
b
. P
o
l e
+
2
1
.3
2
,
7
0
.9
6
’,
S
i g
n
+
5
3
.8
1 ,
4
9
.4
9
’,
P
i n
e
+
6
7
.5
6
,
4
8
.8
2
’,
P
i n
e
+
9
1
.4
1
,
4
8
.3
3
’,
P
i n
e
4
7
+
0
6
.8
8
,
4
9
.6
3
’, T r
e
e
+
2
2
.6
3
,
4
8
.1
2
’,
P
i n
e
+
4
6
.9
9
,
1 2
9
.
2
3
’,
L
i g
h
t
+
5
7
.4
4
,
4
3
.8
1 ’,
P
i n
e
+
7
2
.2
9
,
4
7
.0
4
’,
P
i n
e
Grass
Brush
1 Sty Brick
Conc.
Grass
Brush
Asphalt
Grass
1 Sty. Frame
Walk
Grass
Grass
Walk
W a
l k W a
l k
Conc.
Porch
13
13
17
K
K
2
4
’-
0
"
LINE "A"
LINE "ANE"
LINE "ASE"
LINE "ANE"
LINE "A"
PT Sta. 44+36.97 "A"
NOTE: All R/W on this sheet to be Taken
From Line "A" Unless Otherwise Noted.
Constr. Limits
Constr. Limits
1 8
’-
0
"
3
3
’-
5
"
8
’-
0
"
P.I. 42+70.72 "A"
P.I. 43+81.87 "A"
CURVE DATA
T = 56.04’
L = 111.15’
R = 350.00’
E = 4.46’
S.E. = N.C.
CURVE DATA
T = 56.04’
L = 111.15’
R = 350.00’
E = 4.46’
S.E. = N.C.
See Previous Sheet
See Previous Sheet
See Previous Sheet
Manhole, Type K-4 &
185’ of 24" Pipe Req’d
1 8
’-
0
"
Manhole, Type C-4 &
167’ of 24" Pipe Req’d
Manhole, Type J-4 &
114’ of 30" Pipe Req’d
1 8
’-
0
"
1" = 20’
F
17
17
+
2
0
PC Sta. 42+14.68 "A"
+
1 4 ,1 6 ’ L T
GRAND BLVD.
1 6
’-
0
"
P.R.C. 45+62.43 "PR-A"
P.C. 44+51.28 "PR-A"
P.I. 45+07.33 "PR-A"
P.T. 46+73.57 "PR-A"
LINE "PR-A"
CURVE DATA
T = 56.04’
L = 111.15’
R = 350.00’
E = 4.46’
S.E. = N.C.
CURVE DATA
T = 56.04’
L = 111.15’
R = 350.00’
E = 4.46’
S.E. = N.C.
13
13
6
’-
0
"
5
’-
0
"
F
PRC Sta. 43+25.82 "A"
P.I. 46+18.48 "PR-A"
8
’-
0
"
1718
’-
0
"
8
’-
0
"
1 8
’-
0
"
EQU:
P.O.T. 46+73.57 "A" (Ahead) =
P.T. 46+73.57 "PR-A" (Back)
EQU:
P.C. 42+14.68 "A" (Ahead) =
P.O.T. 42+14.68 "PR-A" (Back)
+
1
4
+
2
4
+
1
6
,
5
8
’
L
T
Public Road Approach Req’d
W = 24’. L=50’
1 8
’-
1
0
"
Str. No. 226
Str. No. 225
Str. No. 227
Str. No. 228
Str. No. 230
Str. No. 231
Str. No. 229
Str. No. 234
Str. No. 233
Str. No. 232
Str. No. 235
Str. No. 236
Str. No. 237
Str. No. 238
G
G
D
+
7 9
"P
R -
A "
+
7 9
"P
R -
A "
+
9
6 "P R -A "
+9 6 "P R
-A "
+
8
5
"
P
R
-
A
"
+
5 0 "P R -A "
+77, "PR-
A"
+
6
5
,
"
P
R
-
A
"
+
9
6 "P R -A ",4 9
’ L T
25
Manhole, Type C-4 &
358’ of 18" Pipe Req’d
Intercept Exist. Pipe
Catch Basin, Type B-15 &
33’ of 15" Pipe Req’d
Catch Basin, Type B-15 &
20’ of 12" Pipe Req’d Catch Basin, Type B-15 &
29’ of 12" Pipe Req’d
Manhole, Type J-4 &
197’ of 18" Pipe Req’d
Intercept Exist. Pipe
Catch Basin, Type B-15 &
24’ of 12" Pipe Req’d
25
5
’-
0
"
2
’
-
1
"
Catch Basin, Type B-15 &
28’ of 12" Pipe Req’d
25
Catch Basin, Type B-15 &
31’ of 12" Pipe Req’d
R
1
9
2
’
R
2
0
0
’
25
1 2
’-
2
"
3
’-
4
"
+
62,40’ L
T
+62
+
62
+
6 2
26
26
26
NOTE: No earth moving activity shall take place between
Sta. 45+50 "A"and Sta. 55+24.69 "A" until the
mainline drainage system between Str. 228 and 241
and between Str. 240 and 252 are placed.
+25
41’
+25
48’
+74
48’
+74
41’
+49
41’
+49
48’
+07
46’
+06
53’
+85
67’
+84
72’
+60
76’
+60
81’
+62
37’
+62
42’
+33
42’
+93
47’
R/W
Temp. R/W
for Grading
Temp. R/W for Grading
Temp. R/W for Grading
Temp. R/W for Drive
Construction
2
2
2
2
2
8
"
V C P
1
5
"
R
C
P
10" PVC
1
8
"
R
C
P
18" RCP
T
ksmith 2:18:40 PM7/7/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
SEEDING
D
25
17
13
K FULL DEPTH HMA PAVEMENT
F
G HMA PATH
CONCRETE CURB
SODDING26
22 CENTER CURB, D
X
ASPHALT REMOVAL
G1 FUTURE HMA PATH
X1
S SAWCUT
CONCRETE CURB RAMP
(Type is Indicated by Letter Inside Hexagon)
FUTURE CONCRETE CURB RAMP
(Type is Indicated by Letter Inside Hexagon)
HMA FOR APPROACHES
165 #/Sys. HMA Surface, Type B, 9.5mm on
275 #/Sys. HMA Intermediate, Type B, 19.0mm on
305 #/Sys. HMA Base, Type B, 25.0mm on
330 #/Sys. HMA Intermediate, Type B, OG, 19.0mm on
385 #/Sys. HMA Base, Type B, 25.0mm on
Type Subgrade Treatment
CONCRETE SIDEWALK, 4 IN.
M
H
K
4
M
H
C
4
MHJ4
MHC4
M
H
C
4
MHJ4
MHJ4
I
N
B1
5
INB15
INB15
INB15
INB15
PLAN VIEW
STA. 47+60 TO STA. 52+40 "A"
22
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
KDS VMS
CMPCMP
06-15
CITY OF CARMELJuly 27, 2007
91
50+00
CARMEL-CLAY SCHOOLS
LENNA RANSBURG
Ransburg Drive N.
Section 25, T18N., R3E.
Clay Township
Hamilton County
4
7
+
0
6
.8
8
,
4
9
.6
3
’,
T r
e
e
+
2
2
.6
3
,
4
8
.1
2
’, P
i n
e
+
4
6
.9
9
,
1 2
9
.
2
3
’,
L i g
h
t
+
5
7
.4
4
,
4
3
.8
1
’, P
i n
e
+
7
2
.2
9
,
4
7
.0
4
’,
P
i n
e
+
9
2
.9
6
,
5
1
.0
8
’, T r
e
e
4
8
+
0
6
.3
1
,
4
7
.7
6
’,
P
i n
e
+
1 3
.9
5
,
5
4
.0
5
’, P
i n
e
+
2
1 .0
1
,
4
8
.4
8
’, P
i n
e
+
3
6
.6
8
,
3
6
.4
4
’,
C
o
m
b
.
P
o
l e
+
4
0
.7
7
,
3
2
.9
0
’,
C
C
+
4
2
.7
6
,
7
4
.3
3
’,
P
i n
e
+
4
3
.3
0
,
1 1 8
.1
0
’,
P
i n
e
+
7
6
.2
5
,
1 8
.2
5
’, T r
e
e
+
8
8
.7
7
,
1 8
.6
5
’, T r
e
e
4
9
+
2
6
.7
8
,
1
2
9
.7
4
’,
L i g
h
t
+
3
6
.1 7
,
4
7
.9
5
’, P
i n
e
+
4
3
.9
3
,
9
0
.3
4
’,
C
a
t
c
h
B
a
s
i n
+
4
4
.2
4
,
9
0
.4
3
’,
C
a
t
c
h
B
a
s
i n
+
7
7
.
0
0
,
2
8
.
1
6
’,
C n
t
r
l .
P
t
.
4
7
+
1 1 .5
1
,
5
3
.6
4
’,
S
i g
n
+
1 9
.6
9
,
1 6
.5
6
’, P
o
s
t
+
6
2
.
1
8
,
6
5
.
3
0
’,
C a
t
c
h
B
a
s
i n
4
8
+
0
2
.9
7
,
7
2
.2
2
’, T r
e
e
5
1 +
8
2
.9
9
,
1 9
6
.9
7
’,
C a
t
c
h
B a
s
i n
+
7
8
.6
9
,
4
8
.6
5
’, P
i n
e
5
0
+
1 3
.2
8
, 1 1 7
.0
4
’, P
i n
e
+
2
0
.9
0
,
1 0
3
.
0
6
’,
C n t
r
l .
P
t
.
+
2
2
.8
3
,
1 1 3
.2
1 ’,
F i r e
H y
d
.
+
2
3
.4
9
,
6
3
.6
2
’, P
i n
e
+
2
4
.6
4
,
5
4
.9
9
’, P
i n
e
+
3
9
.3
7
,
5
1 .2
9
’, P
i n
e
+
5
8
.0
8
,
5
6
.1
7
’, P
i n
e
+
5
8
.5
3
,
3
7
.5
9
’,
C o
m
b
. P
o
l e
+
7
3
.1
4
,
1 2
1 .9
2
’,
P
i n
e
+
7
3
.2
9
,
1 3
1 .2
0
’,
P
i n
e
+
8
0
.7
0
,
5
2
.4
8
’,
P
i n
e
+
8
2
.0
3
,
1 1 0
.
2
9
’,
S
i g
n
+
8
9
.4
6
,
6
6
.9
2
’,
P
i n
e
+
9
2
.3
3
,
1 3
1 .
0
7
’,
P
i n
e
5
1
+
1 3
.5
6
, 6
5
.7
9
’,
P
i n
e
+
3
0
.3
9
,
5
3
.9
5
’,
P
i n
e
+
3
5
.0
8
,
1 2
0
.5
3
’,
P
i n
e
+
4
3
.7
7
,
1 1
1 .9
5
’,
P
i n
e
+
4
4
.7
2
,
1 3
0
.1 0
’,
P
i n
e
+
6
9
.0
1 ,
1 2
5
.
7
6
’,
P
i n
e
+
8
1
.1
3
,
1 0
9
.
6
3
’,
P
i n
e
+
8
3
.9
1 ,
1 3
3
.
7
1 ’,
A
C
U n
i t
+
8
6
.7
2
,
5
3
.5
0
’,
P
i n
e
+
8
7
.8
2
,
1 3
3
.8
5
’,
A
C
U
n
i t
+
8
8
.7
9
,
1 3
2
.2
8
’,
B
u
s
h
+
9
4
.9
2
,
1 3
4
.5
3
’,
B
u
s
h
5
2
+
0
7
.1 7
,
5
6
.3
2
’, P
i n
e
+
0
8
.1
2
,
9
9
.2
1 ’,
P
i n
e
+
1 5
.7
3
,
1 0
6
.4
5
’,
P
i n
e
+
1 6
.2
7
,
4
7
.4
6
’,
P
i n e
+
2
1
.6
8
,
1 0
2
.3
0
’,
S
a
n . M .
H .
+
2
1
.9
0
,
1 0
2
.2
1 ’,
S
a
n
. M .H .
+
2
7
.6
0
,
1 2
5
.5
7
’,
P
i n
e
+
3
1
.9
7
,
5
1
.6
6
’,
P
i n
e
+
3
7
.8
8
,
1 2
4
.3
3
’,
P
i n
e
+
4
5
.8
0
,
1 2
1 .2
1 ’,
P
i n
e
+
4
8
.3
5
,
1 0
9
.7
3
’,
P
i n
e
+
4
8
.6
6
,
5
5
.8
8
’,
P
i n
e
+
5
7
.8
4
,
9
4
.4
9
’,
P
i n
e
+
6
5
.2
3
,
1 0
0
.0
6
’,
P
i n
e
+
6
5
.7
4
,
5
1 .6
9
’,
P
i n
e
Asphalt
1 Sty. Frame Bldg.
Grass
Walk
W a
l k
W a
l k
W a
l k
W a
l k
GrassGrass
Grass
Grass
Conc.
Asphalt
AsphaltAsphalt
Grass
Asphalt
Conc.
Asphalt
Gate Chain Link Fence Chain Link Fence
+
7
3
.6
8
,
9
1 .8
2
’, L i g
h
t
+
7
4
.3
5
,
1 1 0
.6
1 ’, P
i n
e
+
7
5
.9
4
,
4
2
.4
6
’, T e
l .
P
e
d
.
+
7
6
.1 5
,
4
1 .0
7
’, T e
l .
P
e
d
.
+
7
8
.3
3
,
4
0
.5
4
’, T e
l .
P
e
d
.
+
7
8
.8
7
,
3
8
.0
4
’, C o
m
b
.
P
o
l e
+
8
1 .3
3
,
4
0
.2
2
’, B
u
s
h
+
8
1 .8
8
,
5
6
.0
4
’, S
t
u
m
p
+
8
1 .9
5
,
9
4
.1 0
’, P
i n
e
26
13
13
17
17
K
F
Constr. Limits
Constr. Limits
LINE "A"
POT Sta. 49+37.68 "A"
NOTE: All R/W on this sheet to be Taken
From Line "A" Unless Otherwise Noted.
1
8
’-
0
"
1
8
’-
1 0
"
1
8
’-
0
"
Manhole, Type J-15 &
80’ of 36" Pipe Req’d Manhole, Type J-15 &
244’ of 36" Pipe Req’d
Inlet, Type B-15 &
74’ of 12" Pipe Req’d
See Previous Sheet
See Previous Sheet
See Previous Sheet
See Previous Sheet
Manhole, Type J-4 &
113’ of 30" Pipe Req’d
Manhole, Type J-4 &
29’ of 30" Pipe Req’d
Manhole, Type J-15 &
109’ of 36" Pipe Req’d
Manhole, Type J-15 &
20’ of 24" Pipe Req’d Manhole, Type J-15 &
74’ of 12" Pipe Req’d
1" = 20’
Manhole, Type C-4 &
5’ of 18" Pipe Req’d
Connect to Exist. Pipe
+
6
2
App. 1
4
GRAND BLVD.
F
5
’-
0
"
6
’-
0
"
F
K
Manhole, Type C-4 &
107’ of 18" Pipe Req’d
Connect to Exist. 15" RCP
+
62,40’ L
T+62
+
65, 40’ L
T
Str. No. 235
Str. No. 236
Str. No. 237
Str. No. 238
Str. No. 239
Str. No. 240
Str. No. 241
Str. No. 242
Str. No. 243
Str. No. 244
Str. No. 246
Str. No. 245
Str. No. 247
Str. No. 248
+50
Do Not
Disturb Trees
+
9
5
1 8
’-
1 0
"
13
17
1 4
’-
0
"
+
0
6
4
’-
1
0
"
LINE "ASE"
LINE "ANE"1 8
’-
0
"
5
’-
0
"
1 8
’-
0
"
6
’-
0
"
1 8
’-
0
"
1 8
’-
0
"
Str. No. 240a
18’ of 15" Pipe Req’d
Connect to Exist 15" RCP
+
62
+
8
1
+
0
0
+
14
+
0
0
+8 0
+
0
0
+
0
0
+
8
9, 2
8’
R
T
+
7
6,
4
3’
R
T
NOTE: No earth moving activity shall take place between
Sta. 45+50 "A"and Sta. 55+24.69 "A" until the
mainline drainage system between Str. 228 and 241
and between Str. 240 and 252 are placed.
26
26
25
26
+33
42’+93
47’
+05
47’
+80
44’
+45
44’
+45
47’
Temp. R/W for Grading
2
1
2
’-
0
"
+
6
0 +
6
0+
7
5
+
6
8
12" RCP
12" RCP
15" R C P
1 5
" R C
P
8
" V C P
1 8
" R
C
P
8
"
V
C
P
(
S
a
n
)
AC AC
S
T
TT
S
ksmith 2:18:49 PM7/7/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
SEEDING
D
25
17
13
K FULL DEPTH HMA PAVEMENT
F
G HMA PATH
CONCRETE CURB
SODDING26
22 CENTER CURB, D
X
ASPHALT REMOVAL
G1 FUTURE HMA PATH
X1
S SAWCUT
CONCRETE CURB RAMP
(Type is Indicated by Letter Inside Hexagon)
FUTURE CONCRETE CURB RAMP
(Type is Indicated by Letter Inside Hexagon)
HMA FOR APPROACHES
165 #/Sys. HMA Surface, Type B, 9.5mm on
275 #/Sys. HMA Intermediate, Type B, 19.0mm on
305 #/Sys. HMA Base, Type B, 25.0mm on
330 #/Sys. HMA Intermediate, Type B, OG, 19.0mm on
385 #/Sys. HMA Base, Type B, 25.0mm on
Type Subgrade Treatment
CONCRETE SIDEWALK, 4 IN.
MHJ4
MHJ4
MHC4
MHJ4MHJ4
MHC4
INB15
INB15
PLAN VIEW
STA. 52+40 TO STA. 55+40 "A"
24
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
KDS VMS
CMPCMP
06-15
CITY OF CARMELJuly 27, 2007
91
55+00
Ransburg Drive N.
CARMEL-CLAY SCHOOLS
G
u
i l f
o
r
d
R
o
a
d
Helen Keen Ct.
LENNA RANSBURG
A p
p
.
1 4
S
e
c
t
i o
n
L i n
e
Section 25, T18N., R3E.
Clay Township
Hamilton County
13
26
17
17
F
K
K
1
8
’-
0
"
1
8
’-
0
"
3
0
’-
0
"
1
8
’-
0
"
1" = 20’
+00
65’
+73
EQU:
P.O.T. 55+41.19 "A" =
P.O.T. 5+00.00 "S-2-A"
GRAND BLVD.
6
’-
0
"
1
8
’-
1
0
"
+64’ "S-2-A"
6
’-
0
"
+
8
2
+
7
9
Str. No.
+
84, 4
4’
L
T
Str. No. 249
Str. No. 251
Str. No. 250
Do Not
Disturb Trees
App. 1
4
5
2
+
0
7
.1 7
, 5
6
.3
2
’,
P
i n
e
+
0
8
.1 2
,
9
9
.2
1
’,
P
i n
e
+
1 5
.7
3
,
1 0
6
.4
5
’, P
i n
e
+
1 6
.2
7
,
4
7
.4
6
’, P
i n
e
+
2
1 .6
8
,
1 0
2
.3
0
’, S
a
n
.
M .H .
+
2
1 .9
0
,
1 0
2
.2
1 ’, S
a
n
.
M .H .
+
2
7
.6
0
,
1 2
5
.5
7
’,
P
i n
e
+
3
1 .9
7
,
5
1 .6
6
’,
P
i n
e
+
3
7
.8
8
,
1 2
4
.3
3
’,
P
i n
e
+
4
5
.8
0
,
1 2
1
.2
1 ’, P
i n
e
+
4
8
.3
5
,
1 0
9
.7
3
’,
P
i n
e
+
4
8
.6
6
,
5
5
.8
8
’, P
i n
e
+
5
7
.8
4
,
9
4
.4
9
’, P
i n
e
+
6
5
.2
3
,
1 0
0
.0
6
’,
P
i n
e
+
6
5
.7
4
,
5
1 .6
9
’, P
i n
e
+
7
3
.6
8
,
9
1 .8
2
’, L i g
h
t
+
7
4
.3
5
,
1 1 0
.6
1 ’, P
i n
e
+
7
5
.9
4
,
4
2
.4
6
’, T e
l .
P
e
d
.
+
7
6
.1 5
, 4
1 .0
7
’,
T e
l .
P
e
d
.
+
7
8
.3
3
,
4
0
.5
4
’, T e
l .
P
e
d
.
+
7
8
.8
7
,
3
8
.0
4
’, C
o
m
b
.
P
o
l e
+
8
1 .3
3
, 4
0
.2
2
’, B
u
s
h
+
8
1 .8
8
, 5
6
.0
4
’, S
t
u
m
p
+
8
1 .9
5
, 9
4
.1 0
’,
P
i n
e
+
8
9
.4
7
,
1 0
9
.1
8
’, P
i n
e
5
3
+
1
2
.
9
7
, 1
0
5
.0
3
’, P
i n
e
+
1 3
.5
2
, 9
4
.8
6
’, P
i n
e
+
2
2
.3
4
,
5
5
.6
1
’, P
i n
e
+
2
7
.1 6
, 9
5
.2
3
’, P
i n
e
+
4
1 .6
4
, 4
9
.1 6
’,
P
i n
e
+
4
5
.0
4
,
9
2
.0
6
’, L i g
h
t
+
4
5
.9
8
,
1 0
3
.4
8
’,
P
i n
e
+
5
5
.4
2
,
5
4
.6
5
’, P
i n
e
+
5
6
.5
3
,
1 0
2
.8
3
’,
P
i n
e
+
5
9
.8
4
,
9
3
.8
6
’, P
i n
e
+
7
1 .3
4
, 9
6
.8
6
’, P
i n
e
+
7
8
.1 8
, 1 0
2
.8
9
’, P
i n
e
+
7
9
.1 1
, 5
4
.7
1 ’,
P
i n
e
+
8
9
.3
3
,
4
8
.5
9
’, P
i n
e
+
9
0
.4
7
,
1 0
5
.7
1 ’, P
i n
e
5
4
+
0
6
.2
2
, 1
0
7
.2
6
’, P
i n
e
+
0
6
.5
8
,
5
4
.6
8
’, P
i n
e
+
1 4
.3
5
, 4
5
.2
0
’,
P
i n
e
+
2
4
.2
8
,
5
3
.4
1
’,
P
i n
e
+
2
4
.5
2
,
9
6
.8
1
’,
P
i n
e
+
3
1 .5
5
, 1 0
8
.1 1 ’, P
i n
e
+
3
7
.6
5
,
9
7
.6
6
’, P
i n
e
+
4
3
.1 9
, 4
6
.0
2
’,
S
t
u
m
p
+
6
2
.1 9
, 1 1 5
.4
8
’, P
i n
e
+
6
2
.7
1
, 4
7
.6
3
’,
P
i n
e
+
6
4
.2
2
,
1 5
7
.8
1 ’, P
i n
e
+
6
8
.6
0
,
9
0
.7
7
’, L i g
h
t
+
7
1 .1 1 , 4
9
.5
2
’,
P
i n
e
+
7
2
.8
6
,
1 9
0
.8
7
’,
P
i n
e
+
7
3
.7
0
,
1 1 6
.5
7
’, P
i n
e
+
7
5
.8
4
,
1 4
1 .9
7
’, P
i n
e
+
7
6
.4
1
, 1 4
1 .2
2
’, P
i n
e
+
8
0
.5
8
,
5
3
.8
6
’, P
i n
e
+
8
2
.6
3
,
9
3
.8
1
’,
P
i n
e
+
8
9
.8
9
,
1 7
.8
2
’,
T r e
e
+
8
9
.9
3
,
1 8
6
.8
9
’,
P
i n
e
+
9
2
.4
4
,
8
5
.8
5
’, S
i g
n
+
9
3
.3
4
,
4
0
.1 9
’,
T e
l .
P
e
d
.
+
9
6
.2
7
,
4
0
.0
8
’, T e
l .
P
e
d .
+
9
7
.9
1
, 3
8
.1 6
’,
C
o
m
b
.
P
o
l e
+
9
8
.4
6
,
1 3
2
.4
6
’,
W a
t
.
V a
l v
e
+
9
9
.2
4
,
2
3
.2
1
’,
T r e
e
+
9
9
.2
7
,
9
.
1 8
’,
T r e
e
5
5
+
0
1 .
0
9
, 1 2
9
.3
7
’, W a
t
. V a
l v e
+
0
6
.2
0
,
1 5
2
.1
5
’, P
i n
e
+
0
6
.3
6
,
3
8
.4
2
’, G M
+
0
6
.8
5
,
9
4
.4
1
’,
F i r
e
H
y d .
+
0
9
.1 0
, 1 0
1 .3
4
’, S
i g
n
+
1 1 .7
5
, 9
7
.1 4
’,
S
a
n
. M .
H .
+
2
0
.8
9
,
1 8
3
.3
4
’, S
i g
n
5
4
+
5
7
.8
0
,
1 9
5
.4
8
’,
P
i n
e
+
6
6
.8
3
,
1 4
5
.5
4
’,
P
i n
e
+
7
4
.0
2
,
3
2
.9
3
’,
P
o
s
t
+
7
4
.
1 6
,
1 1 6
.1 0
’,
P
i n
e
+
7
4
.5
7
,
1 3
1 .9
0
’,
P
i n
e
+
7
6
.1 6
,
3
1 .6
3
’,
T r e
e
+
8
5
.4
1 , 7
2
.9
6
’,
C
a
t
c
h
B a
s
i n
+
8
7
.2
8
,
1 9
1 .5
3
’,
C
a
t
c
h
B a
s
i n
+
2
0
.3
0
, 8
5
.6
2
’,
S
a
n
. M .
H .
+
2
1 .3
7
,
7
.0
5
’,
C
n
t
r l .
P
t
.
+
2
3
.0
8
, 1 8
8
.4
3
’, S
i g
n
+
2
0
.
9
4
, 1
7
1 .5
3
’,
C
u
r b
I n
l .
5
5
+
2
0
.0
2
, 1 8
8
.4
4
’, P
w p
.
5
1 +
8
2
.9
9
,
1 9
6
.9
7
’,
C
a
t
c
h
B a
s
i n
Grass
Asphalt
Asphalt
Grass
Grass
Conc.
Asphalt
Conc.
Conc.
Walk
Walk
Asphalt
W a
l k
P l a n t e r
Grass
Grass
Grass
Grass
Wood
Deck
Conc.
Grass
W a
l k
Asphalt
Asphalt
P
l a
n
t
e
r
Conc.
Grass
2’ Stone & Wood Sign
W alk
L a
n
d
s
c
a
p
e
B a
r k
Building
Planter
Planter
Conc.Conc.
Planter
Building
Grass
GateChain Link Fence
LINE "A"
NOTE: All R/W on this sheet to be Taken
From Line "A" Unless Otherwise Noted.
R/W
R/W
L I N E
"S
-
2
-
A
"
See Previous Sheet
Constr. Limits
Constr. Limits
+
50
Do Not Disturb Trees Do Not Disturb Trees
+50
Do Not Disturb Trees
+40
66’
+39
88’
+73
+
3
5
+
5
0
C
C
Inlet, Type B-15 &
55’ of 12" Pipe Req’d
Manhole, Type J-15 &
30’ of 36" Pipe Req’d
Manhole, Type J-4 &
143’ of 36" Pipe Req’d
END PROJECT
55+24.69 "A"
25
1
2
’-
0
"
+98
63’
+98
46’
+03
65’
P.O.T. 55+26.65 "ANE"
P.O.T. 55+70.00 "ASE"
NOTE: No earth moving activity shall take place between
Sta. 45+50 "A"and Sta. 55+24.69 "A" until the
mainline drainage system between Str. 228 and 241
and between Str. 240 and 252 are placed.
26
26
Temp. R/W for Grading
+82
88’
2
R/W
R/W
+
6
0
+
1 0
2
1 2
" V C P
(
S
A N )
1 2
" V C P
(S
A N )
2
4
"
R C
P
8" VCP (San)
1 2
" V C P
(
S
A N )
8" VCP (San)
8
"
V
C
P
(
S
a
n
)
S
T
T T
WV
W
G
T T
S
S
S
W
E
E
W
WV
WV
S
ksmith 2:18:58 PM7/7/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.09.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
SEEDING
D
25
17
13
K FULL DEPTH HMA PAVEMENT
F
G HMA PATH
CONCRETE CURB
SODDING26
22 CENTER CURB, D
X
ASPHALT REMOVAL
G1 FUTURE HMA PATH
X1
S SAWCUT
CONCRETE CURB RAMP
(Type is Indicated by Letter Inside Hexagon)
FUTURE CONCRETE CURB RAMP
(Type is Indicated by Letter Inside Hexagon)
HMA FOR APPROACHES
165 #/Sys. HMA Surface, Type B, 9.5mm on
275 #/Sys. HMA Intermediate, Type B, 19.0mm on
305 #/Sys. HMA Base, Type B, 25.0mm on
330 #/Sys. HMA Intermediate, Type B, OG, 19.0mm on
385 #/Sys. HMA Base, Type B, 25.0mm on
Type Subgrade Treatment
CONCRETE SIDEWALK, 4 IN.
MHJ4
INB15
PAVEMENT MARKINGS
30
SPEED
LIMIT
30
SPEED
LIMIT
30
SPEED
LIMIT
30
SPEED
LIMIT
CROSS TRAFFIC
DOES NOT STOP
STA. 41+00 TO 55+50 "A"
38
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
1" = 50’
KDS VMS
KDSCMP
06-15
CITY OF CARMELJuly 27, 2007
91
45+00 50+00
50+00
55+00
47
47
46 38
47
43+00
R2-1
42+65
R2-1
48+00
R2-1
52+00
R2-1
54+75
Grand Boulevard
Grand Boulevard
Line "A"
Line "A"
47
47
47
38A
+
3
5
46A Line "PR-A"
R1-1
W4-4p
24" Spacing(Pavement Marking) 24"
CROSSWALK SPACING DETAIL (24" LINE)
Not to Scale
1
6
’-
0
"
1
6
’-
0
"
1
6
’-
0
"
1 6
’-
0
"
(Typ.)
47
+
8
2
+
2
0
+
5
5
+
8
2
38
END PROJECT
55+24.69 "A"
54+88
Sign "A"
Sign "C"
Grand Blvd.
48"
1
0
"
SIGN "A"
Guilford Rd.
48"
SIGN "C"
1
0
"
2
2
46
+
9
5
+
6
4
+5
9
+8
7
+
2
2
38
46+46, 46’
R1-1
51+46, 40’
R1-1
ksmith 2:19:07 PM7/7/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.PM03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
Line, Thermoplastic, Solid, Yellow, 4"
Line, Thermoplastic, Solid, Yellow, 8"
Line, Thermoplastic, Broken, White, 4"
Transverse Marking, Thermoplastic, Stop Line, 24"
Line, Thermoplastic, Solid, White, 8"
Line, Thermoplastic, Solid, White, 4"
47
46 48
38
37 Line, Thermoplastic, Solid, Yellow, Crosshatch, 12"
Transverse Marking, Thermoplastic, Crosswalk Line, 24"
Pavement Message Marking, Thermoplastic, Word, ONLY
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow
37A
38A
38B
38C
47A
46A
Transverse Marking, Thermoplastic, "Shark’s Teeth"
(See Detail)
38D Decorative Crosswalk
POSTSIGN
SHEET SIGN & POST SUMMARY
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.xin.)
ENCAPSULATED LENS
METAL THICKNESS
(in.)
SFT.SFT.SFT.
0.125
SFT.SFT.
0.125
SFT.
ENCLOSED LENS
METAL THICKNESS
(in.)
U-CHANNEL
POST TYPE
1
FT.
POST TYPE
2
FT.FT.FT.
TYPE "A"TYPE "B"
SQUARE, QUIK - PUNCH
UNREINFORCED
POST LENGTH (FT.)
1 2 TOTAL
POST LENGTH (FT.)
TOTAL21
REINFORCED UNREINFORCED
POST LENGTH (FT.)
TOTAL21
REINFORCED
POST LENGTH (FT.)
21 TOTAL
2" x 2" x 12 ga.
0.080 0.100 0.080 0.100
TOTALS
SCALE:
DES. NO PROJECT NO.
DRAWN BY YEAR SHEET TOTAL
DATEDESIGN ENGINEER
SHEET SIGN &
POST SUMMARY
214" x 214" x 12 ga.
N/A
VMS 2007
06-15
CITY OF CARMEL
39 91
2
2
k
s
m i
t
h
2
:
1
9
:
1
3
P
M
7
/
7
/
2
0
0
8
P
:
\
I
N
2
0
0
6
\
0
6
8
3
\
D .
D
r
a
w i
n
g
s
\
I
N
2
0
0
6
0
6
8
3
.
R
D .
S
N
.
0
1
.
d
g
n
"A"
12+60 LT R1-1
14+50 RT
19+50 LT
19+50 RT
25+50 LT
27+00 RT
28+63 RT
30+60 RT
30+70 LT
32+00 RT
32+50 LT
36+00 LT
43+00 LT
42+65 RT
48+00 RT
52+00 LT
54+75 RT
R2-1
R2-1
R2-1
R2-1
W2-6
R1-2
R1-2
R2-1
W2-6
R2-1
R2-1
R2-1
R2-1
R2-1
R1-1
W13-1
W13-1
W4-4p
28+75 LT
30X30
24X30
24X30
24X30
24X30
24X30
24X30
24X30
24X30
24X30
24X30
30X30
30X30
30X30
24X18W4-4p
24X18
18X24
18X24
30X30X30
30X30X30
DIR "A"
DIR "A"
6.25
3
5
5
5
5
6.25
3
2.7
2.7
5
6.25
3
5
5
5
5
5
6.25
3
9.67
9.84
9.84
9.67
10.17
10.17
10.17
10.17
20.34
10.17
10.17
10.17
10.17
10.17
10.17
35+79 RT R1-1 30X30 6.25
56X10
56X10
3.9
3.9
28+25 RT
31+10 LT
W11-2
W16-7p
30X30
24X12
6.25
2
W11-2
W16-7p
30X30
24X12
6.25
2
16+17 LT 30X30 6.25
16+64 RT 30X30 6.25
6.2530X3035+23 LT
R1-1
R1-1
R1-1
10.17
10.17
10.17
9.17
9.17
10.1710.17
20.3410.1710.17
40.68
TO BE INSTALLED ON DECORATIVE SIGN POST
TO BE INSTALLED ON DECORATIVE SIGN POST
10.17
32+90 RT R1-1 30X30 6.25 10.17
R1-1 30X30 6.25 10.1752+24 RT
R1-1 30X30 6.25 10.17
12+37 LT 48X10 3.3SIGN "A"TO BE INSTALLED ON DECORATIVE SIGN POST
48X10 3.3SIGN "B"
54+88 RT 48X10 3.3SIGN "A"
TO BE INSTALLED ON DECORATIVE SIGN POST
48X10 3.3SIGN "C"
R1-1 30X30 6.2551+46 RT
46+46 RT
10.17
240.50