Revision 3.0807081
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.
ofDESIGNED: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
8, 9, 10, 11, 43 8/07/2008 Added structures and on-street parking revisions
ksmith 8:48:49 AM8/8/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.IN.01.dgn
No.
STATE OF
INDIANA
REGISTERED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
PLAN VIEW
STA. 10+00 TO STA. 15+60 "A"
8
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
KDS VMS
CMPCMP 06-15
CITY OF CARMELJuly 27, 2007
91
Grass
Stone
Asphalt
Stone
10’ x 8’
Metal Shed
Conc.Grass
Grass
Asphalt
Asphalt
G a
t
e
1 Story
Block Bldg.
Deck
C o n c .
G a r d e n
L a n d s
c a p e T i m
b e
r
Grass
Stone
Conc.
Asph.
S t o
n e
S t o n e
Grass
Grass
R i p r a p
Grass
Grass
Woods
Woods
Woods
8’ x 25’
Mini Barn
Chain Link Fence FFF
Chain Link Fence
C h a i n L i n k F e n c e
R i p r a p
6" Conc. Curb
6" Conc. Curb
W .
1
3
1 s
t
S
t
r e
e
t
15+00
17
17
13
13
K
K
C I T Y O F
C
A
R M E L ,
I N D I A N
A
CITY OF CARMEL, INDIANA
10+00
JAMES F. & INEZ I.
BRYANT
BOOMERANG
DEVELOPMENT, LLC
ST. CHRISTOPHER’S EPISCOPAL
CHURCH OF CARMEL
MORRIS R. &
FLORENCE E, KELM
1 0 +
1 5 .1 8 , 6
1 .5
5 ’, T r e e
+
1 6
.3 8 , 5 3 .7 2
’, B u
s h
+
2 7
.7
0 , 5 4
.4
6 ’, T r e e
+
3 5
.5
3 , 5 3
.9
4 ’, T r e e
+
4 3
.3
3 , 5 3
.2
5 ’, T r e e
+
4 6
.4
2 , 5 3
.6
7 ’, T r e e
+
6 3
.0
9 , 5 2
.6
3 ’, T r e e
+
6 5
.8
0 , 5 4
.2
6 ’, T r e e
+
8 9
.8
7 , 5 3
.4
5 ’, T r e e
+
9
0 .6 9 , 5
1 .6 2
’, B u
s h
1 1 +
1 3 .9 0
, 2 8 9
.7
5 ’, T r e e
+
1 5
.9
4 , 1 4 5
.6
3 ’, T r e e
+
1 8
.7
3 , 1 6 2
.6
0 ’, T r e e
+
3 7 .3 0
, 2 4 2
.6
2 ’, T r e e
+
7 3 .8 2 , 4 8 .5 8 ’, S t u m
p
+7 3 .9 6
, 8 1 .1 7
’, B u
s h
+
7 6 .5 8
, 2 9 3
.4
9 ’, T r e e
+
7 7
.7
8 , 5 0
.1 7 ’, S t u m
p
+
7 8 .2 8 , 5 2 .3 8 ’, S t u m
p
+
7 8
.4
5 , 5 4
.2
1 ’, P o s t
+
7 8 .4 5 , 2 0 9 .8 6 ’, S t u m
p
+
7 9 .6 2 , 1 5
4 .5 1 ’, T r e e
+
7
9 .9 2 , 1 6 6
.5
1 ’, C o m
b . P o l e
+
8 0
.2
6 , 1 7 7
.4
2 ’, T r e e
+
8
1 .0
6 , 6 2
.7
3 ’, T r e e
+
8 1 .7
7 , 1 1 8 .6 1 ’, T r e e
+
8 2
.3
9 , 7 7
.4
2 ’, T r e e
+
8 2 .4 5
, 5 3 .1 9 ’, F i r e
H y d .
+8 2 .8 3
, 2 4 5
.0
6 ’, M a
i l B o x
+
8 3 .2
4 , 2 2
.1 9
’, C o m
b . P o l e
+
8
3 .7 4 , 1 8 9
.2
3 ’, M a
i l B o x
+
8 5
.8
8 , 6 5
.3
0 ’, M a
i l B o x
+8 7
.6 1 , 5
0 .9 6 ’, W a t . V a
l v e
+
8 8 .2 7
, 1 1 .8 7
’, C n t
r l . P o i n t
+9 5 .9 0 , 1 5 4 .6 5
’, M a g N a i l F n
d .
+
2 8
.4
0 , 2 3
8 .4 9 ’, T e
l . M .H .
+
3 3 .2 5
, 2 9 4
.7
7 ’, T r e e
+
3 4 .0 7
, 2 6 7
.8
9 ’, T r e e
+4 0 .0 1 , 1 5
.2
8 ’, T r e e
+
7 5 .8 1 , 2 7
6 .1 4 ’, T r e e
+
8
3 .6 4 , 7
.7
9 ’, T r e e
+
8 4
.9
5 , 2 3
4 .1 0 ’, T r e e
1 3 +
1 7 .7 4 , 9
.2
2 ’, T r e e
+
1 9
.2
2 , 1 3 7
.0
7 ’, T r e e
+
3 2 .5 8
, 7 .4 1 ’, T r e e
+4 1 .7 1 , 2 7
.9
0 ’, T r e e
+
6
4 .3 2 , 7
.8
4 ’, T r e e
+
7
4 .5 3 , 9
.8
6 ’, T r e e
+
9 5
.5
6 , 1 3 7
.5
3 ’, T r e e
+
9 7
.7
7 , 7 9
.0
2 ’, T r e e
1 4
+
4 4
.8
7 , 1 4 0
.5
6 ’, T r e e
+
8
2 .4 6 , 4
2 .3 1 ’, T r e e
1 5 +
7
1 .7
5 , 1 0 5 .2 5
’, C n t
r l . P o i n t
1 1 +
8 5
.0
4 , 9 7
.2 7 ’, C o
m
b . P o l e
+
8
5 .3 6 , 1 7 9
.5
8 ’, G a s M a r k e
r
+
8
8 .6 1 , 2 9 4
.5
8 ’, C o m b . P o l e
+
9
0 .8 3 , 2 4 5 .9 9 ’, W a t . V a l v e
1 2 +
1 3
.9
5 , 1 7 4 .7 9
’, M a i l B o x
+
1 5 .1 4 , 4
9 .5 5 ’, M a
i l B o x
+
1 6 .0 6
, 2 8 0
.5
5 ’, M a i l B o x
+
1 6 .4 3
, 2 3 8
.7
2 ’, T r e
e
+
2
0 .0 5 , 2 1 0
.4
2 ’, T r e
e
+
2
0 .7 9 , 2 7 8 .9 9 ’, B u s h
+
2
3 .7 1 , 1 9 8 .7 6 ’, B u s h
+
2
4 .1 7
, 2 9 0
.9
9 ’, G u y W i r e
+
2
4 .6 3 , 9 3 .7 2 ’, G u y W i r e
+
2
5 .6 5 , 9 3 .7 5 ’, G u y W i r e
+
3
1 .7 4
, 2 8 8
.4
3 ’, T e l . P e d .
+
3
2 .5 2 , 7 5 .1 9
’, T r e e
+
3
9 .9 9 , 9 0 .2 9 ’, C o m
b . P
o l e
+
4
0 .0 4 , 2 8 9 .0 3 ’, P w p .
+
6
3 .1 8
, 1 4 1 .4
2 ’, T r e
e
+
6
5 .6 3 , 1 1 2 .9 3 ’, T r e e
+
7
2 .6 1 , 1 9 0 .0 7 ’, T r e e
+
7
5 .3 4 , 2 4 1 .3
7 ’, T r e
e
+
7
7 .2 1 , 1 9 3 .8 6 ’, T r e e
+
7
7 .8 2 , 2 2 0 .2 5 ’, P i n e
+
8
1 .0 4
, 5 6 .6 6
’, T r e e
+
8
4 .8 1 , 1 2 .0 0 ’, T r e e
+
9
1 .3 1 , 1 9 2
.2
9 ’, B u s
h
+
9
4 .8 0 , 8 8 .3 5 ’, T r e
e
1 3 +
1 3
.5
9 , 1 1 5 .1 4
’, T r e e
+
1 7 .0 4
, 9 1 .3 2 ’, T r e e
+
2
2 .7 2 , 3 0 .1 3
’, T r e e
+
2
2 .9 8 , 6 1 .9 8
’, W e l l
+
4
1 .3 3
, 5 5 .5 2
’, G a
s M e t e
r
+
6
6 .3 6 , 6 6 .5 0 ’, E l e c . M e t e r B o x
+
8
5 .3 4 , 2 8 .9 6 ’, A C U n i t
+
9
2 .2 9 , 3 6 .7 0 ’, M a
n h o l e
+
9
4 .6 3 , 9 6 .4 7 ’, C o m
b . P
o l e
1 4 +
0
9 .9 4 , 8
2 .2 3 ’, T r e e
+
1 1 .2 1 , 9 5 .7 0
’, G u y W i r e
Constr. Limits
Constr. Limits
C o n s
t r .
L i m
i t s
+3 5 .2 3
, 1 0 1 .1 4
’, T e m
p . B .M .
1 2 +
1 5 .3 8 , 1 7
5 .4 5 ’, D e t . H o u s i n g
1 8
’-
0
"
LINE "A"
Section 26, T18N., R3E.
Clay Township
Hamilton County
NOTE: All R/W on this sheet to be Taken
From Line "A" Unless Otherwise Noted.
EDWARD ROSE DEVELOPMENT
COMPANY, LLC
1 8 ’-0
"
1 0 ’-
0 "
1 0 ’-
0 "
50’ R/W
50’ R/W
R/W
+57
72’
+58
50’
Inlet, Type B-15 &
47’ of 12" Pipe Req’d
Inlet, Type B-15 &
47’ of 12" Pipe Req’d
Inlet, Type B-15 &
47’ of 12" Pipe Req’d
1 Story
Frame Bldg.
2 4
’-6
"
2 4 ’-6
"
+2 0
+
2 0
Manhole, Type J-4 &
169’ of 30" Pipe Req’d
Manhole, Type J-4 &
94’ of 30" Pipe Req’d
Manhole, Type J-4 &
59’ of 30" Pipe Req’d
Manhole, Type J-4 &
129’ of 30" Pipe Req’d
Catch Basin, Type C-15 &
12’ of 15" Pipe Req’d
Catch Basin, Type C-15 &
12’ of 12" Pipe Req’d
Catch Basin, Type C-15 &
12’ of 12" Pipe Req’d
22
22
1" = 20’
72’
+45, 42’ LT
+
2
0
,
4
2
’
L
T
+
2
0
+
2
0
+
8
5
+
2
0
,
4
2
’
L
T
+
8
5
,
4
2
’
L
T
L I N E "S
-
1 -
A "
EQU:
P.O.T. 11+98.73 "A" =
P.O.T. 5+00.00 "S-1-A"
G1 25
G1 25
REMOVE EXISTING
STRUCTURE
REMOVE EXISTING
STRUCTURE
13’-0"
+
9
5 .5 1 , 1 1 .5 8
’, 6 2
" S t u m
p
25
+
8 0 +
1 0
+
8 5
+
3 0
Manhole, Type C-4 &
76’ of 24" Pipe Req’d
10’ of 15" Pipe Req’d
Connect to Existing RCP
S
K
Con
st
r. Lim
it
s
Constr. Limits REMOVE EXISTING
STRUCTURE
REMOVE EXISTING
STRUCTURE
R/W
Str. No. 109
Str. No. 110
25
GRAND BLVD.
Str. No. 111
Str. No. 112
Str. No. 113
Str. No. 114
Str. No. 115
Str. No. 116
Str. No. 117
Str. No. 118
Str. No. 119
+
6
7, 2
1’
L
T
POT Sta. 10+00.32"A"
5 ’-
0 "
Str. No. 108
+67
5 ’-
0 "
+
8 5
50’
BEGIN INCIDENTAL CONSTRUCTION
Sta. 11+65.00 "A"
BEGIN PROJECT
Sta. 12+00.00 "A"
3 Revisions August 7, 2008
3
Inlet, Type E-7 &
87’ of 12" Pipe Req’d
Str. No. 107+
4 53
12" CMP
18" RCP
24" RCP
1 5 " R C P
1 0 " C M P
1 0 " C M P
8 " C M P
6 " C M P
M
WV
G
W
A C
E
ksmith 8:48:55 AM8/8/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.01.dgn
No.
STATE OF
INDIANA
REGISTERED
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.
MHC4
M
PLAN VIEW
STA. 15+60 TO STA. 21+40 "A"
10
S
S
S
S V
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
KDS VMS
CMPCMP 06-15
CITY OF CARMELJuly 27, 2007
91
Grass
FFF
FFF
Woods
Woods
Woods
Woods
Woods
Woods
Woods
Woods
Woods
Grass
Gate
F F F
F e n c e
Fence
Dirt
K
17
17
13
13
1 5 +7 1 .7 5 , 1 0
5 .2 5 ’, C n t r l . P o i n t
1 9 +
2 3 .9 6
, 1 8 0 .5 9 ’, C n t r l . P o i n
t
20+00
BOOMERANG
DEVELOPMENT, LLC
EDWARD ROSE DEVELOPMENT
COMPANY, LLC
Constr. Limits
Constr. Limits
Constr. Limits
1 3 ’-
0 "
50’ R/W
50’ R/W
OM LAND HOLDINGS, LLC
CITY OF CARMEL, INDIANA
P C S t a
. 1 9 +
9 9
.7
4 "A "
LINE "A"
Section 26, T18N., R3E.
Clay Township
Hamilton County
NOTE: All R/W on this sheet to be Taken
From Line "A" Unless Otherwise Noted.
K
G1
1 0
’-0
"
1 0 ’-
0 "
1 0
’-
0
"
2
6 ’-
0 "
2
6
’-
0
"
2 4 ’-
6 "
2 4 ’-
6 "
50’
50’
50’ R/W
50’ R/W
CURVE DATA
T = 417.57’
L = 769.71’
R = 800.00’
E = 102.42’
S.E. = N.C.
Inlet, Type B-15 &
63’ of 12" Pipe Req’d
Manhole, Type C-4 &
138’ of 15" Pipe Req’d
See Previous Sheet
See Previous Sheet
+
8
5
,
4
2
’
L
T
See Previous Sheet
F A I R F A X M A N O R
D R I V E
F A I R F A X
M A N O R
D R I V E
Catch Basin, Type C-15 &
1’ of 12" Pipe Req’d
Inlet, Type B-15 &
63’ of 12" Pipe Req’d
22
+
4 0
+
4
0
+00,39’ LT
+0 0
+00
2
6
’-
0
"
G1
G1
G1
G1
1" = 20’
+
8
5
+2 0
W = 24’, L = 47’
25
25
G1
G1
G1
G1
Catch Basin, Type C-15 &
1’ of 15" Pipe Req’d
G125
+
0 0
+5
0
+
2
5
Public Road Approach Req’d
Public Road Approach Req’d
Str. No. 117
Str. No. 118
Str. No. 119
Str. No. 120
Str. No. 121
Str. No. 122
Str. No. 123
Str. No. 124
Str. No. 125
D
D
25
GRAND BLVD.
W = 29.5’, L = 25’
5 ’-
0 "
5 ’-
0 "
5
’-0
"
Manhole, Type K-4 & 8’ of 36" Pipe
(Outlet to be provided by Others)
+
0
8
+
0 8
+
20
+2 0
Str. No. 122A
Manhole, Type K-4 & 102’ of
36" Pipe Req’d
+
2
0, 4
1’
L
T
+
2
9,
3
9.5’
L
T
3 Revisions August 7, 2008
3
3
ksmith 8:49:00 AM8/8/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.02.dgn
No.
STATE OF
INDIANA
REGISTERED
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.
PROFILES
STA. 10+00 TO STA. 15+60 "A"
9
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
1" = 20’
1" = 5’
VMS
CMP
KDS
CMP 06-15
CITY OF CARMELJuly 27, 2007
91
855
860
865
870
855
860
865
870Profile Grade
Existing Ground Along Line "A"
3 Revisions August 7, 2008
3
3
3
P.V.I. ELEV. 866.80
120.00’ V.C.
-1.00%
+0.60%
P.V.I. STA. 15+00.00 "A"
864.22 863.88864.22
866.83
S
t
r . N o .
1 0 9
M .H . S t a . 1 1 +
6 7
S t
r . N o
. 1 1 0
M .H .
S
t a . 1 2 +
4
5
S t
r . N o
. 1 1 1
M .H . S t a . 1 4
+
2
0
S t r . N o . 1 1 4
M .H . S
t
a
. 1 5 +
2
0
BEGIN PROJECT
STA. 12+00.00
MATCH EXISTING
861.86 861.86
862.77
862.53 862.46
863.47
863.76
169.00’ of 30" Pipe @ 0.73%
59.00’ of 30" Pipe @ 0.20%
94.00’ of 30" Pipe @ 0.60%
76.00’ of 24" Pipe @ 0.45%
12+00 13+00 14+00 15+00
8
6
9
.8
0
8
6
9
.6
0
8
6
9
.4
0
8
6
9
.2
0
8
6
9
.0
0
8
6
8
.8
0
8
6
8
.6
0
8
6
8
.4
0
8
6
8
.2
0
8
6
8
.0
0
8
6
7
.8
0
8
6
7
.6
0
8
6
7
.4
0
8
6
7
.2
3
8
6
7
.1 1
8
6
7
.0
4
8
6
7
.0
3
8
6
7
.0
7
12+00 13+00 14+00 15+0012+00 13+00 14+00 15+00
8 6
9 .8
8 6
7 .2
8 6
7 .8
8 6
7 .2
8 6
7 .4
8 6
7 .3
8 6
7 .4
8 6
7 .5
8 6
7 .9
8 6
8 .0
8 6
8 .0
8 6
8 .3
8 6
8 .5
8 6
8 .2
8 6
8 .3
8 6
8 .4
8 6
8 .2
8 6
8 .2
8 6
8 .6
M H -2 0
MH J -4
M H -2 9
MH J -4
M H -2 9 a
MH J -4
ksmith 8:49:04 AM8/8/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.01.dgn
No.
STATE OF
INDIANA
REGISTERED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
PROFILES
STA. 15+60 TO STA. 21+40 "A"
11
Pipe-30
863
1
Pipe-30a
864
1
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
1" = 20’
1" = 5’
VMS
CMP
KDS
CMP 06-15
CITY OF CARMELJuly 27, 2007
91
855
860
865
870
855
860
865
870
Profile Grade
Existing Ground Along Line "A"
3 Revisions August 7, 2008
3 3 3
3
P.V.I. ELEV. 869.15
120.00’ V.C.
+0.60%-0.60%
P.V.I. STA. 18+91.64 "A"
861.95861.95
S t r . N o . 1 1 7
M .H . S t
a
. 1 5 +
8
5
S t r . N o
. 1 2
0
M .H .
S
t a
.
1 8 +
2
9
S t r . N o . 1 2
3
M .H . S t
a
. 2 1 +
0 0
M H -2 4
MH
C -4
2 1 +0 0 .0 0
inv=861.936
Pipe-24
863.52
1.25
861.32 861.32
863.71
861.15
861.10861.73
861.73
863.02
S t
r . N o . 1 2 2 A
M .H . S t a . 1 7
+
2 0
59.00’ of 30" Pipe @ 0.20%128.50’ of 30" Pipe @ 0.30%102.00’ of 36" Pipe @ 0.15%
16+00 17+00 18+00 19+00 20+00 21+00
8
6
7
.1 6
8
6
7
.2
8
8
6
7
.4
0
8
6
7
.5
2
8
6
7
.6
4
8
6
7
.7
6
8
6
7
.8
8
8
6
8
.0
0
8
6
8
.1 2
8
6
8
.2
4
8
6
8
.3
6
8
6
8
.4
8
8
6
8
.6
0
8
6
8
.7
2
8
6
8
.8
4
8
6
8
.9
2
8
6
8
.9
7
8
6
8
.9
7
8
6
8
.9
3
8
6
8
.8
6
8
6
8
.7
4
8
6
8
.6
2
8
6
8
.5
0
8
6
8
.3
8
8
6
8
.2
6
8
6
8
.1 4
8
6
8
.0
2
8
6
7
.9
0
8
6
7
.7
8
16+00 17+00 18+00 19+00 20+00 21+0016+00 17+00 18+00 19+00 20+00 21+00
8 6
9 .1
8 6
9 .5
8 6
9 .5
8 6
9 .3
8 6
8 .9
8 6
8 .5
8 6
8 .3
8 6
8 .1
8 6
8 .1
8 6
8 .2
8 6
8 .3
8 6
8 .3
8 6
8 .6
8 6
9 .0
8 6
8 .9
8 6
8 .7
8 6
8 .4
8 6
8 .3
8 6
8 .6
8 6
9 .1
8 6
8 .6
8 6
8 .2
8 6
8 .1
8 6
7 .9
8 6
7 .5
8 6
7 .1
8 6
7 .4
8 6
7 .2
8 6
7 .1
O u t l e t -2 0
G h o s t O u t
MH-3 0 a
M H K -4
M H -2 3
MH K-4
MH-3 0
M H J -4
ksmith 8:49:07 AM8/8/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.02.dgn
No.
STATE OF
INDIANA
REGISTERED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083
PAVEMENT MARKINGS
30
SPEED
LIMIT
30
SPEED
LIMIT
30
SPEED
LIMIT
30
SPEED
LIMIT
STA. 10+00 TO 26+00 "A"
CROSS TRAFFIC
DOES NOT STOP
36
S
5
+0
0P
O T
S t a .
1 0
+0 0 .3
2
S
S
S V
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
1" = 50’
KDS VMS
KDSCMP 06-15
CITY OF CARMELJuly 27, 2007
91
10+00 15+00
20+00 25+00
GRAND BLVD.
GRAND BLVD.
46 47
47
47A
47A
47
46
R2-1
R2-1
R2-1
12+60
14+50
19+50
25+50
R2-1
19+50
LINE "A"
38B
38B
47A
47
F
A I R
F A
X M A N
O
R
D R
I V
E
47
47
47
47A
47A38B
L
INE "A"
(Typ.)
37A
37
47
47
47A
47A
38B
37A
37
+5
2
+
8 4
+
5 8
+
0 6
+
4 4
+
0 6
+
7 5
+
7 5
+
2 0
+
7
0
+
0 0
+
2 5
+
9 0
+
7 0
+2
8
+
6 1
+
6
5
+9
2
+
2 5
+
5 9
+
9 2
38
37A 37
11’-6"
R1-1
W4-4p
1 2 "
1 2 "
16"
PARKING SPACE
MARKING DETAILS
Not to Scale
+
4 0
+
6 0
+
9 0
+
6 0
+
1 0
+
3 0
46
46
46A
46A
46A
46A
24"
8
"
8"8"
8 "
23’
38
R1-1
47
37 37A
38
R1-1
47
47
+
8 0 +
3 0
+
5 0
+
6 1
W .
1 3
1 s
t S
T
.
(M A I N
S
T .)
16+17, 46’
16+64, 46’
1 6 ’-0 "
1 6 ’-0 "
8 ’-0 "
(Typ.)
(Typ.)
(Typ.)
(Typ.)
L I N E "S -
1 -
A "
(T y p .)
BEGIN PROJECT
12+00.00 "A"
12+37
Sign "A"
Sign "B"
Grand Blvd.
48"
1 0 "
SIGN "A"
Main Street
SIGN "B"
48"
1 0
"
3 Revisions August 7, 2008
3
ksmith 8:49:13 AM8/8/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.PM01.dgn
No.
STATE OF
INDIANA
REGISTERED
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 Arrow37A
38A
38B
38C
47A
46A
Transverse Marking, Thermoplastic, "Shark’s Teeth"
(See Detail)
38D Decorative Crosswalk
43
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S T R U
C T U R E
N U
M
B
E
R
L E F
T
R
I G H
T
C R O
S
S
LOCATION
SIZE
in.
P
I P
E T Y P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L E
N G T H
S
K E W
ft.
C O
V E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E R V I C
E
L I F E
S
I T E
D E S
I G N
A T I O
N
p
H
B
A C
K F
I L L
M E T H O D
CYS.
B
B O
R R O
W
F
O R
S
T R
.
B A
C K F I L L
TON
R E V E T M E N
T
R
I P
R
A P
CYS.
C O
N C R
E
T E ,
C
L A S
S
A
, F
O R
S
T R
U C T U
R
E S
EACH
P
I P
E
E N D
S
E C T I O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C O N N E C
T
T O
S T R .
N O
.
REMARKS
SYS.TON
G E
O T E
X T I L E S
C L A S S
I
R
I P
R
A P
STATION
TON
C L A S S
I I
R
I P
R
A P
06-15
KDS ELS
CMPCMP
July 27, 2007
91
3 Revisions August 7, 2008
3
3
3
3
3
3
3
3
"A"
108 11+67.0 x 15 2 Pipe 10 0.6 866.87 866.83 75 N/A 7.0 1 2.5 109
109 11+67.0 x 24 2 Manhole C-4 76 3.9 864.22 863.88 75 N/A 7.0 1 59.6 110
107 12+45.0 x 12 2 Inlet E-7 87 864.26 864.00 110
110 12+45.0 x 30 2 Manhole J-4 169 2.0 863.78 862.51 75 N/A 7.0 1 104.8 111
111 14+20.0 x 30 2 Manhole J-4 94 2.1 862.46 861.86 75 N/A 7.0 1 55.5 114
112 14+20.0 x 15 2 Catch basin C-15 12 1.3 863.60 863.47 75 N/A 7.0 1 3.7 111
113 14+20.0 x 12 2 Inlet B-15 47 1.1 864.01 863.61 75 N/A 7.0 1 10.1 112
114 15+20.0 x 30 2 Manhole J-4 59 2.1 861.86 861.73 75 N/A 7.0 1 37.4 117
115 15+20.0 x 12 2 Catch basin C-15 12 1.7 862.90 862.77 75 N/A 7.0 1 3.8 114
116 15+20.0 x 12 2 Inlet B-15 47 1.1 863.31 862.91 75 N/A 7.0 1 10.4 115
117 15+85.0 x 30 2 Manhole J-4 129 2.6 861.73 861.32 75 N/A 7.0 1 94.6 122A
118 15+85.0 x 12 2 Catch basin C-15 12 1.6 863.15 863.02 75 N/A 7.0 1 3.7 117
119 15+85.0 x 12 2 Inlet B-15 47 1.1 863.59 863.19 75 N/A 7.0 1 10.1 118
120 18+29.0 x 36 2 Manhole K-4 8 3.1 861.15 861.08 75 N/A 7.0 1 8.3 Connect to Existing Structure
121 17+20.0 x 12 2 Catch basin C-15 3 1.7 863.76 863.71 75 N/A 7.0 1 0.9 122A
122 17+20.0 x 12 2 Inlet B-15 63 1.1 864.29 863.76 75 N/A 7.0 1 13.9 121
122A 17+20.0 x 36 2 Manhole K-4 103 3.8 861.32 861.15 75 N/A 7.0 1 126.9 120
123 21+00.0 x 15 2 Manhole C-4 138 3.1 861.95 860.83 75 N/A 7.0 1 67.6 126
124 21+00.0 x 15 2 Catch basin C-15 2 1.4 863.53 863.52 75 N/A 7.0 1 0.6 123
125 21+00.0 x 12 2 Inlet B-15 63 1.1 864.07 863.54 75 N/A 7.0 1 13.9 124
126 22+50.0 x 15 2 Manhole C-4 115 3.4 860.83 859.89 75 N/A 7.0 1 59.5 129
127 22+50.0 x 12 2 Catch basin C-15 2 1.8 862.64 862.63 75 N/A 7.0 1 0.6 126
128 22+50.0 x 12 2 Inlet B-15 63 1.1 863.17 862.64 75 N/A 7.0 1 14.3 127
129 23+75.0 x 15 2 Manhole C-4 109 3.5 859.89 859.00 75 N/A 7.0 1 59.2 132
130 23+75.0 x 12 2 Catch basin C-15 2 1.7 861.89 861.88 75 N/A 7.0 1 0.6 129
131 23+75.0 x 12 2 Inlet B-15 63 1.1 862.42 861.89 75 N/A 7.0 1 13.9 130
132 24+94.0 x 24 2 Manhole C-4 20 3.0 859.00 858.98 75 N/A 7.0 1 12.5 Connect to Existing Structure
133 24+94.0 x 12 2 Catch basin C-15 2 1.7 861.17 861.16 75 N/A 7.0 1 0.6 132
134 24+94.0 x 12 2 Inlet B-15 63 1.1 861.71 861.18 75 N/A 7.0 1 13.9 133
135 27+00.0 x 12 2 Manhole C-4 191 2.3 860.39 859.00 75 N/A 7.0 1 80.1 132
136 27+00.0 x 12 2 Catch basin C-15 12 1.3 860.44 860.41 75 N/A 7.0 1 3.2 135
137 27+00.0 x 12 2 Inlet B-15 48 1.1 860.56 860.46 75 N/A 7.0 1 9.7 136
ksmith 8:49:21 AM8/8/2008 P:\IN2006\0683\D. Drawings\IN20060683.RD.SD.01.dgn
No.
STATE OF
INDIANA
REGISTERED
P
R
OFE
S
S
IONAL ENGIN
E E R
CRAIG M. PA
RKS
10200083