Final PlansINDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2008, INDOT
SUPPLEMENTAL SPECIFICATIONS.
SHEET NO.
TYPICAL CROSS SECTIONS
INDEX OF DRAWINGS
TITLE SHEET & INDEX 1
LOCATION MAP
NOT TO SCALE
3
2
1 ....
ROAD PLAN & PROFILES
SIGN SUMMARY TABLE
CROSS SECTIONS
CITY OF CARMEL
PROJECT NO. 08-03
CONSTRUCTION DETAILS
PAVEMENT MARKING & SIGNING DETAILS
EROSION CONTROL DETAILS
CERTIFIED BY:DATE
PLANS PREPARED BY:
OWNER
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
(317) 571-2400
PER INDIANA STATE LAW IS-69-1991.
DAYS BEFORE COMMENCING WORK.
LOCATION SERVICE TWO (2) WORKING
WITHOUT NOTIFYING THE UNDERGROUND
IT IS AGAINST THE LAW TO EXCAVATE
CALL TOLL FREE
1-800-382-5544
"IT’S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
HOLEY MOLEY SAYS
"DON’T DIG BLIND"
DESIGNED:CHECKED:
DRAWN:CHECKED:
TOPOGRAPHIC SURVEY BY:
FIRM NAME:
ADDRESS:
CITY/STATE:
PHONE:
CONTACT:
LORI WATSON - MEMBER
BOARD OF PUBLIC WORKS AND SAFETY
MARY ANNE BURKE - MEMBER
JAMES BRAINARD, MAYOR - CHAIRMAN
APPROVED BY:
NO.DATE REVISIONS APPR.BY
FINAL
P
R
O
J
E
C
T
N
O
.
0
8
-0
3
-
M
I
S
C
E
L
L
A
N
E
O
U
S
W
E
S
T
S
I
D
E
I
M
P
R
O
V
E
M
E
N
T
S
MISCELLANEOUS WEST SIDE IMPROVEMENTS
PROJECT LETTING DATE: JULY 22ND, 2008
CONSTRUCTION
DOCUMENTS
8
19
27
GENERAL NOTES 2
3-4
PLAT N0. 1
DETOUR PLAN
5-7
9-13
14-16
SPOT ELEVATIONS
SPLITTER ISLAND ALIGNMENT PLAN
20-21
22-23
ALTERNATE BID:
CROSS SECTIONS
TYPICAL CROSS SECTION
ROAD PLAN AND PROFILES
CONSTRUCTION DETAILS
28-42
17-18
25-26
AB-1
AB-2&3
AB-4&5
AB-6to12
STRUCTURE DATA TABLE AND APPROACH TABLE 24
EROSION CONTROL TABLE
Roundabout at the intersection of Spring Mill Road and Dorset Boulevard
Bypass Lane at 116th Street and Spring Mill Road Roundabout
KDS
KDS
WHL
WHL
7/1/08
AMERICAN STRUCTUREPOINT
7260 SHADELAND STATION
INDIANAPOLIS, IN
317-547-5580
WING LAU
PLAN SET 1 OF 2
28 27 26 25
3635
3433
4 3 2 1
24232221
T18N
T17N
R3E END CONSTRUCTION
STA.104+41.64 "C"
BEGIN CONSTRUCTION
STA. 100+14.69 "C"
END CONSTRUCTION
STA.22+50.00 "S-1-A"
BEGIN PROJECT
STA. 75+00.00 "A"
END PROJECT
STA. 85+00.00 "A"
BEGIN CONSTRUCTION
STA. 18+60.00 "S-1-A"
141st St
C l a
y C e
n
t
e
r
R o
a
d
C o
l l e
g
e
A v e
C o
o
l C r e e
k
E 116th St
H o
o
v e
r R o
a
d
N G u
i l f o
r d R o
a
d
N
M e
r i d
i a
n
S
t
S
G u
i l f o
r
d
R o
a
d
S
R a
n
g
e
l i n
e
R o
a
d
Smokey Row Road
S
p
r i n g
M i l l
R o
a
d
T o
w n
e
R o
a
d
US Hwy 31
US Hwy 31
W 111th St
W 116th St
W 116th St
W 131st St
W 136th St
Al
mond
Ditch
A m
e s R u n
Carmel Creek
Center Creek
Clay Creek
Elliot Creek
Elliot
Cree
k
H
e
nl
e
y C
r
e
e
k
Little Cool Creek
Will Creek
Willia
ms Creek
W
illi
a
m
s
C
r
e
e
kW Scarborough
W 126th St
Presidents St
Finchley Rd
Shaftesbury Rd
T o
w n
e
R o
a
d
O l d M e r i d i a n S t
I l l i n
o
i s
S t
Pintail Ct.
Dorset Blvd.
Mallard
Ct.
C r e e k w o o d
L a n e
ahall 1:27:27 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.TS01.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R10504704
WING H.
L
A
U
2
7/1/08
GENERAL NOTES
**
** 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
REVISIONS
SHEET NO.DATE REVISED
GENERAL 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
CITY OF
CARMEL
KDS ASH
KDSWHL
N/A
N/A
N/A
N/A
08-03
42
TELEPHONE:
AT&T Indiana
Engineering Department
5858 North College Ave.
(317)252-5134
ATTN: Greg Cammack
WATER & SEWER:
City of Carmel Water Utilities
3450 W. 131st Street
Westfield, IN 46074
(317) 733-2855
Fax: (317)733-2053
ATTN: Steve Cook
Clay Twp. Regional Waste District
10701 North College Avenue, Suite A
Indianapolis, IN 46280-1098
(317)844-9200
Fax: (317)844-9203
www.ctrwd.org
ATTN: Shawn Pabst
Veolia Water Indianapolis LLC
1220 Waterway Boulevard
Indianapolis, IN 46202
(317) 264-7715
Fax: (317) 263-6494
ATTN: Dale Koch
ELECTRIC:
Indianapolis Power and Light Company
Morris Street Service Center
1230 W. Morris Street
Indianapolis, IN 46221-1744
Office: (317)261-5203
Fax: (317)630-5625
www.IPLpower.com
ATTN: Bob Stephens
Duke Energy
16475 Southpark Drive
Westfield, IN 46074
(317) 896-6711
ATTN: Cindy Rowland
CABLE TELEVISION:
Bright House
3030 Roosevelt Avenue
Indianapolis, IN
(317) 339-9075
ATTN: Joe Evans
GAS:
Vectren
16000 Allisonville Road
P.O. BOX 1700
Noblesville, IN 46061
(317) 776-5534
ATTN: Don Perdue
ahall 1:27:35 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.IN01.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
1"= 4’
LINE "A" & "S-1-A"WHL WHL
ASHKDS
N/A
3
7/1/08
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
TYPICAL CROSS SECTION
CITY OF
CARMEL
08-03
42
Line "A"
2%
K
Exist. Ground
Varies
26
SPRING MILL ROAD TYPICAL SECTION
Varies
Median Median
K
4’-0"
Exist. Ground
2%
Existing
Sidewalk
2%
K
VariesVaries
26
Varies
Median Median
K
4’-0"
Varies
26
2%
Existing
Sidewalk
DORSET BOULEVARD TYPICAL SECTION
Varies
Westbound Eastbound
4’-0"
Existing
Sidewalk
Line "S-1-A"
NorthboundSouthbound
Sta. 19+41.71 to Sta. 19+60.62 "S-1-A"
Sta. 20+65.48 to Sta. 22+50.00 "S-1-A"
**
**
* See Splitter Island Alignment Plan
for Actual Dimensions.
6"Varies 6"
6"6"Varies
Sta. 77+00.00 to Sta. 79+53.20 "A"
Sta. 80+55.54 to Sta. 82+65.00 "A"
Varies
Varies
26
Exist. Ground Exist. GroundVaries
26
Varies
15 15 15
15 15
Varies
26 26
26 26
Profile Grade
Profile Grade
Profile Grade Profile Grade
SPRING MILL ROAD TYPICAL SECTION
Sta. 75+50.00 to Sta. 77+00.00 "A"
Sta. 82+65.00 to Sta. 85+00.00 "A"
Line "A"
2%
Exist. Ground Exist. Ground
2%
NorthboundSouthbound
Varies V
a
r
ie
s
K K
O O
2’-0"2’-0"Varies Varies
Profile Grade
Sta. 19+41.71 to Sta. 19+60.62 Only Sta. 19+41.71 to Sta. 19+60.62 Only
1’-0"
17 17
Varies
Var
ies
26
**
**
DORSET BOULEVARD TYPICAL SECTION
Sta. 18+60.00 to Sta. 19+41.71 "S-1-A"
2%2%
K K
Varies Varies
Profile Grade
Line "S-1-A"
Varies
26
Exist. Ground
26
Varies Exist. Ground
Varies Varies
13 13
15 15
Varies
15
Existing Ground Existing Ground
Varies
2’-0"2’-0"
EastboundWestbound
2’-0"2’-0"
** Req’d From Sta. 21+65.00 to Sta. 22+50.00 "S-1-A"R
****
6"6"
16’-6"16’-6"
2%2%
1’-0"
ahall 1:27:42 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.TY01.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
K
25 Seeding
17 Concrete Curb and Gutter, Type II
19 Concrete Curb and Gutter, Type III
G
14
15W165 #/Syd. HMA Type "C" Surface 9.5 mm on
220 #/Syd. HMA Type "C" Intermediate 19.0 mm on
360 #/Syd. HMA Type "C" Base 25.0 mm on
350 #/Syd. HMA Type "C" Intermediate OG 19.0 mm on
385 #/Syd. HMA Type "C" Base 25.0 mm on
Compacted Subgrade
165 #/Syd. HMA Type "C" Surface 9.5 mm on
275 #/Syd. HMA Type "C" Intermediate 19.0 mm on
330 #/Syd. HMA Type "B" Base 25.0 mm on
300 #/Syd. HMA Type "C" Intermediate OG 19.0 mm on
330 #/Syd. HMA Type "B" Base 25.0 mm on
Compacted Subgrade
R 165 #/Syd. HMA, Type "C" Surface on
1.5" Surface Milling
O
Modified Roll Curb
Straight Concrete Curb
13" Compacted Aggregate, No. 53
110 #/Syd. HMA Surface, Type "A", on
330 #/Syd. HMA Intermediate Type "A" on
5" Compacted Aggregate, No. 53, Base on
Compacted Subgrade
13 Roll Curb
26 Sodding
8%
2%2%
3:
1
(m
a
x
)
3:1 (m ax)25
26
26
LINE "C"
1"= 4’
KDS ASH
WHLWHL
N/A
6"6"
4
7/1/08
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
TYPICAL CROSS SECTION
CITY OF
CARMEL
08-03
42
Line "C"
10’-0"1’-0"5’-0"
2%
2’-0"
G
Varies 1’-5" to 12’-5"
17 W
TYPICAL SECTION 116TH STREET/ SPRING MILL ROAD (BY PASS)
Not To Scale
Modified Roll Curb
14"
Sta. 100+14.69 to Sta. 104+41.64 "C"
5%5%
0%
4%4%
0%
105’-0"
SPRING MILL ROAD/ DORSET BOULEVARD ROUNDABOUT
K14K14
7" Decorative Concrete Truck Apron
Compacted Aggregate, No. 53, Base (Typ.)
Truck Apron Travel LaneTruck ApronTravel Lane
7" Decorative Concrete Truck Apron
Center of Roundabout
2’-0"5’-0"
65’-0"
5’-0"2’-0"
15 15
26 26
17 17
20’-0" Min.20’-0" Min.
R
2 "
R
2 "
7
"
24"
1
2
"
2’-0"2’-0"
4
"
1
"
26Pavement
Not To Scale
Curb Turnout Detail
15
15
#5 X 3’-0"
spaced 1’-0" c. to c.
R 2’-0"
R
2’-
0"
3
’-
0
"
ahall 1:27:49 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.TY02.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
K
25 Seeding
17 Concrete Curb and Gutter, Type II
19 Concrete Curb and Gutter, Type III
G
14
15W165 #/Syd. HMA Type "C" Surface 9.5 mm on
220 #/Syd. HMA Type "C" Intermediate 19.0 mm on
360 #/Syd. HMA Type "C" Base 25.0 mm on
350 #/Syd. HMA Type "C" Intermediate OG 19.0 mm on
385 #/Syd. HMA Type "C" Base 25.0 mm on
Compacted Subgrade
165 #/Syd. HMA Type "C" Surface 9.5 mm on
275 #/Syd. HMA Type "C" Intermediate 19.0 mm on
330 #/Syd. HMA Type "B" Base 25.0 mm on
300 #/Syd. HMA Type "C" Intermediate OG 19.0 mm on
330 #/Syd. HMA Type "B" Base 25.0 mm on
Compacted Subgrade
R 165 #/Syd. HMA, Type "C" Surface on
1.5" Surface Milling
O
Modified Roll Curb
Straight Concrete Curb
13" Compacted Aggregate, No. 53
110 #/Syd. HMA Surface, Type "A", on
330 #/Syd. HMA Intermediate Type "A" on
5" Compacted Aggregate, No. 53, Base on
Compacted Subgrade
13 Roll Curb
26 Sodding
PLAT No. 1
1" = 100’
KDS VMS
KDS
5
7/1/08
WHL
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
CITY OF
CARMEL N/A
08-03
42
Conseco, Inc.
JEC Partnership, L.P.
Billy Creek Associates
Clarian Health Partners, Inc.
C
i t
y
o
f
C
a
r
m
e
l
J
E
C
P
A
R
T
N
E
R
S
H
I
P
,
L
.
P
.
Billy Creek Associates
C
i t
y
o
f
C
a
r
m
e
l
Billy Creek Associates
City of Carmel
City of Carmel
SPRING MILL ROAD
ILLINOIS STREET
Line "A"
20+00 25+00 30+00 35+0015+0010+00
1
1
6
T
H
S
T
R
E
E
T
1
1
6
T H
S
T R
E
E
T
L i n
e
"B
"
L i n
e
"C
"
L
ine
"A
"
App. Exist. R/W
App. Exist. R/W
SW CORNER, SW 1/4
SECTION 35-T18N-R3E
Harrison Monument Found
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 2, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 3, T 18 N, R 3 E
HAMILTON COUNTY
A p
p
.
S
e
c
t
i o
n
L i n
e
A p
p
.
S
e
c
t
i o
n
L i n
e
App. Section Line 3
2
34
35
END CONSTRUCTION
STA. 104+41.64 LINE "C"
R /W
R/W
P.?. 15+00.00 "A"
= 13 04’ 53" Lt.
No Curve Run
= P.O.T. 100+00.76 "B"
BEGIN CONSTRUCTION
STA. 100+14.69 LINE "C"
XX
LEGEND
Parcel No.
1
ahall 1:27:56 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PL01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
PLAT No. 1
1" = 100’
KDS VMS
KDS
6
7/1/08
WHL
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
CITY OF
CARMEL N/A
08-03
42
William R.
Townsend
David J. &
Sarah A.
Hicks
Billy Creek Associates
John D.
Wargel
William
Grant &
Elizabeth J.
Childers
Jerry W. Jr
&
Amanda K.
Snow Jt/Rs
Dennis L.
Bottamiller Cole A.
Siekmann
James L. &
Cheryl N.
Greenberg
Edward G. &
Michelle M. Leer
Kenneth K. &
Annette J. Kistler,
Trustees of
Kistler Living Trust
Billy Creek Associates Eleanor Bookwalter
Charles A.
Bookwalter, II
&
Eleanor F.
Bookwalter
Charles A.
Bookwalter IIi
&
Eleanor F.
Bookwalter
Robert M. &
Sidney Jeanne
Book
Robert M. &
Sydney Jeanne Book,
trustees of the
Robert M. & Sydney Jeanne Book
revocable living trust
dated March 1, 2004
Daniel & Christine Mytelka
C
h
a
r
l e
s
A
.
&
G
a
y
l e
n
e
A
.
S
p
i l l m
a
n
Kevin K. &
Elizabeth H. Schmidt Karen L. & Lynn P. Carlton Karl Hall &
Cheryl A. Koch
Margot Brown/Pahud &
Brian C. Pahud
Joseph &
Karen S. Kosoglov
Board of Commissioners
of Hamilton County
Board of Commissioners
of Hamilton County
SPRING LAKE ESTATES
Lot 38
Lot 37
Lot 36
Lot 35
Lot 34
Lot 33
Lot 32
Lot 31
Lot 30 Lot 27
Lot 26
Lot 25
Lot 24
Lot 23
Lot 22
Lot 21
Lot 20 Lot 19
Lot 18
Lot 17
Lot 16
Lot 15
Lot 14
Lot 13
Lot 12 Lot 9
Lot 8
Lot 7
Lot 6
Lot 5
Lot 4
Lot 3
Lot 2
Lot 1
Lot 14
Lot 13
Lot 12
Lot 11
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 15 Lot 16
Lot 7
Lot 8
Lot 9
Lot 8
Lot 14
Lot 15
Lot 16
Lot 28
Lot 29
Lot 30
WILLIAMS CREEK FARMS
SPRING MILL ROAD
TEAL LANE
M
A
L
L
A
R
D
C
O
U
R
T
P
I
N
T
A
I
L
C
O
U
R
T
C
R
E
E
K W O
O
D
L A
N
E
Line "A"
45+00 50+00 55+0040+00 60+00 65+00
App. Exist. R/W
App. Exist. R/W
No Curve Run
A
p
p
.
1
/
4
S
e
c
t
i o
n
L i n
e
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
App. Exist. R/W
App. Exist. R/W
A
p
p
.
S
e
c
t
i o
n
L i n
e
No Curve Run
34
35 26
27
SW CORNER, SW 1/4
SECTION 26-T18N-R3E
NW CORNER, NW 1/4
SECTION 35-T18N-R3E
Harrison monument found
ahall 1:28:04 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PL02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
PLAT No. 1
KDS VMS
KDS
1" = 100’
7
7/1/08
WHL
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
CITY OF
CARMEL N/A
08-03
42
Richard W. & Phyllis J. Schnute
Willard R. &
Donna M.
Clutter
Thomas J.
&
Kathleen A.
Mark
Keith A.
&
Cynthia B.
Reissaus
Debra E.
Pelletiere
John J. &
Paula D.
William s
Hobert &
Sharon K.
Fisher
Michael L.
Holtsclaw &
Deborah
Osborne
Holtsclaw
Joseph &
Karen S.
Kosoglov
James E. &
Michelle A.
King
Salvation
Arm y
Melissa L.
Farmer Syed I.
Hussain
Westpark Homeowners Assoc Inc.1
1
James Jr. &
Terri Sylvester
Havard Eric
&
Nancy K.
Smith
Westpark
Homeowners
Assoc Inc.Govinda J. &
Nadica G.
Weerakkody
Rory J. &
Gloria J.
Clouse Edward C.
Childs
Ming H. &
Kuei F. Huang
Jeffrey A. &
Karen S. Grund
Lawrence A. &
Amy D. Maurer
Samuel C. &
Michelle Kim David A. &
Ann S. Perk
Gerald &
Cynthia
Raines
Todd R. &
Linda G.
Lugar
David J. &
Miriam A.
Dant Jt/Rs
Karen E.
Fuller
trustee w/L/e
Lonnie &
Carolyn Langston
Brad W. Bryce Michael C. &
Sherry L.
Callas
Alireza
Hessaraki
Daniel F. &
Dale B.
Westlake
Garrick A.
Maurer &
Karen A.
Tucker
JT/RS
Todd A. &
Tamra A.
Darby J
o
h
n
M
.
&
C
a
s
s
a
n
d
r
a
L
.
S
t
e
f
f
e
n
R
o
b
e
r
t
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.
&
P
a
t
r
i c
i a
L
.
M
o
s
s
S
h
e
h
l a
M
.
&
M
o
a
z
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m
H
a
b
i b
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a
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e
s
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.
&
M
i m
i
M
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r
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C
l a
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k
James L.
Schultheis Parks at Spring Mill
Homeowners Assoication
WESTPARK AT SPRINGMILL
SECTION TWO
SPRINGMILL RIDGE
SECTION ONE
SPRINGMILL RIDGE
SECTION TWO
SPRINGMILL RIDGE
SECTION THREE
Lot 18 Lot 7 Lot 6 Lot 5 Lot 4 Lot 3 Lot 2 Lot 1
Lot 25
Lot 26
Lot 27 Lot 59 Lot 58
Lot 57 Lot 56 Lot 55 Lot 85
Lot 84
Lot 83
Lot 82
Lot 28
Lot 24
Lot 10
Lot 9
Lot 14
Lot 15
Lot 16
Lot 17
Lot 89Lot 88
Lot 87Lot 86Lot 85Lot 84Lot 83Lot 82
Lot 81Lot 80
Lot 79
Lot 74
Lot 73
Lot 72
Lot 71
Lot 70
Lot 2
Lot 3
Lot 4
Lot 1
Lot 6
Lot 5
Lot 7Lot 8
Lot 9Lot 10Lot 11Lot 12
Lot 13Lot 14
Lot 15
Lot 16 Lot 17
Lot 18 Lot 19 Lot 20 Lot 21
Lot 22
Lot 23Lot 24Lot 25Lot 26
Lot 27Lot 28
Lot 29
Lot 30 Lot 31
Lot 32
Lot 33 Lot 34 Lot 35
Lot 36
Lot 37
Lot 38
Lot 39
Lot 40
Lot 41
Lot 42
Lot 43
Lot 44
WESTPARK AT SPRINGMILL
SECTION ONE
James R. Keating & Cheryl Becker Keating2
2
FLEETWOOD DRIVE SOUTH
CLIFFORD CIRCLE
B
A
I
L
E
Y
C
I
R
C
L
E
J
E
N
K
I
N
S
C
O
U
R
T
D
O
R
S
E
T
B
L V D
D
O
R
S
E
T
B
L
V
D
FLEETWOOD DRIVE
B O L I N C O U R T
PORTSMOUTH COURT
SPRING MILL ROAD
1
3
1
S
T
S
T
R
E
E
T
1
3
1
S
T
S
T
R
E
E
T
PORTSMOUTH DRIVESHEFFIELD BLVD
Line "A"
App. Exist. R/W
App. Exist. R/W
A
p
p
.
E x i s
t
.
R
/
W
A p
p
.
E
x i s
t
.
R /
W
A p
p
.
E x
i s
t
.
R /
W
A p
p
.
E x i s
t
.
R
/
W
A
p
p
.
E x i s
t
.
R
/
W
A p
p
.
E x
i s
t
.
R /
W
A p
p
.
E x
i s
t
.
R /
W
A
p
p
.
E x
i s
t
.
R /
W
App. Exist. R/W
App. Exist. R/W
70+00 75+00 80+00 85+00 90+00 95+00
W . 126th STREET
CARDIF DRIVE
L E
E
D S
C
I R
.
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
No Curve Run
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
A
p
p
.
S
e
c
t
i o
n
L i n
e
No Cuve Run
A
p
p
.
1 /
4
S
e
c
t
i o
n
L i n
e
SW CORNER, NW 1/4
NW CORNER, SW 1/4
SECTION 26-T18N-R3E
Stone found in box 3’ below surface
App. Exist. R/W
App. Exist. R/W
2734
35 26
SW CORNER, SW 1/4
SECTION 26-T18N-R3E
NW CORNER, NW 1/4
SECTION 35-T18N-R3E
Harrison monument found
END CONSTRUCTION
STA. 22+50.00 LINE "S-1-A"
END PROJECT
STA. 92+25.00 LINE "A"
BEGIN PROJECT
STA. 75+00.00 LINE "A"
P.O.T. 80+06.78 LINE "A" =
P.O.T. 20+00.00 LINE "S-1-A"
BEGIN CONSTRUCTION
STA. 18+60.00 LINE "S-1-A"
Mark E.
Saunders &
Elizabeth Jarret
- Saunders
Temp. R/W for
Lawn Grading
ahall 1:28:10 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PL03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
1" = 1000’
DETOUR PLAN
VMS
KDS
END
CONSTRUCTION
8
JLT
7/1/08
JAK
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
CITY OF
CARMEL N/A
08-03
42
Construction Sign, Type A
Construction Warning Light, Type "A"
Construction Area
Construction Warning Light, Type "B"
Barricade, Type III
ROAD CLOSURE SIGN ASSEMBLIES
DETOUR ROUTE MARKER ASSEMBLIES
MAINTENANCE OF TRAFFIC SUMMARY TABLE
TOTAL
/ HIGHEST
NEED
PHASE 1 PHASE 2
2
5
3
PHASE DESCRIPTION TRAFFIC MAINTENANCE
Phase I
Phase II
W
.
1
1
6
T
H
S
T
.
U.S. 31
N. MERIDIAN ST.
ILLINOIS ST.
M
A
L
L
A
R
D
C
T
.
SPRING MILL RD.
SPRING MILL RD.
SPRING MILL RD.
SPRING MILL RD.
D
O
R
S
E
T
B
L
V
D
.
W
.
1
1
6
T
H
S
T
.
P
I
N
T
A
I
L
C
T
.CREEKWOOD
LN
.
ILLINOIS ST.
U.S. 31
W
.
1
3
1
S
T
S
T
.
W
.
1
3
1
S
T
S
T
.
500’500’300’
E D 1
F
2
4
4
300’
3
2
4
18
300’500’500’
17
15
18
5
F
16
18
D36 E
5
2
3
DETOUR
ROAD CLOSED
THRU TRAFFIC
TO DETOUR
AHEAD
XW20-2
AHEAD
XW20-3
ROAD
CLOSED
E
DETOUR
ROAD CLOSED
THRU TRAFFIC
TO
DETOUR
ROAD CLOSED
THRU TRAFFIC
TO
"DRM-1""DRM-2""DRM-3""DRM-4""DRM-5""DRM-6""DRM-7"
"ASSEMBLY 1""ASSEMBLY 2""ASSEMBLY 3"
1 2 3 4 5 6 7
A B C D
XM4-8
SPECIAL
XM5-1
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-3
XM4-6
XM4-8
SPECIAL
XM5-1
XM4-6
XM4-8
SPECIAL
XM5-1
XM4-8
SPECIAL
XM5-1
R11-4 R11-4
XM4-10(L)
R11-4
XM4-10(R)
F
XG20-2
END
DETOUR
spring
mill rd
DETOUR
spring
mill rd
DETOUR
spring
mill rd
DETOUR
spring
mill rd
spring
mill rd
DETOUR
spring
mill rd
END
DETOUR
spring
mill rd
(By Others)
Spring Mill Road (between 116th Street and 131st
street) and Dorset Boulevard shall be closed to
traffic no more than 30 days for the construction
of Phase 2.
By Others
Construction of a roundabout bypass lane from
EB 131st Street to SB Illinois Street and
additional entry lanes on the east leg of the existing
roundabout at 131st Street and Spring Mill Road.
Construction of a roundabout at the intersection of
Spring Mill Road and Dorset Boulevard, additional
entry lanes on the south leg of the existing roundabout
at 131st Street and Spring Mill Road, a roundabout
bypass lane at 116th Street and Spring Mill Road.
2
5
0
0
’
5
0
0
’
D
1
3
0
0
’
E
F
4
2
76
3
5
0
0
’
F4
E
5
0
0
’
D
HAMILTON
CROSSING BLVD.
6
C
B
5
0
0
’
13
E
5
0
0
’
D
103
0
0
’
DETOUR
"DRM-8""DRM-9""DRM-10""DRM-11""DRM-12""DRM-13""DRM-14"
8 9 10 11 12 13 14
XM4-8
SPECIAL
XM5-1
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-3
XM4-6
XM4-8
SPECIAL
XM5-1
XM4-6
XM4-8
SPECIAL
XM5-1
XM4-8
SPECIAL
XM5-1
END
DETOUR
DORSET
BLVD
DETOUR
DORSET
BLVD
DETOUR
DORSET
BLVD
DETOUR
DORSET
BLVD
DORSET
BLVD
DETOUR
DORSET
BLVD
END
DETOUR
DORSET
BLVD
11
9
8
11
13
10
10
11
12
F
B
"DRM-15""DRM-16""DRM-17""DRM-18""DRM-19"
15 16 17 18 19
XM4-8
SPECIAL
XM5-1
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-3
XM4-8
SPECIAL
XM5-1
DETOUR
DORSET
BLVD
DETOUR
DORSET
BLVD
DETOUR
DORSET
BLVD
DETOUR
DORSET
BLVD
DETOUR
DORSET
BLVD
SPRING
MILL RD
SPRING
MILL RD
SPRING
MILL RD
SPRING
MILL RD
SPRING
MILL RD
11
19
5 0 0
’
D
E
MERIDIAN
CORNERS BLVD.
12
1300’
A
C
BARRICADES
2 2
1 1
6 6
6 6
5 5
A
B
C
D
E
TOTAL 22 22
F
III-B 4 4
TOTAL 9 9
III-A
4 4
3 3
5 5
1 1
3 3
1 1
1 1
1 1
3 3
4 4
2 2
2 2
0 0
1 1
1 1
1 1
3 3
1 1
TOTAL 40 40
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
ahall 1:28:18 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.DPL01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
PLAN AND PROFILE
116TH ST. / LINE "C"
9
7/1/08
VCSVCS
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
ASH
KDSWHL
CITY OF
CARMEL
1" = 30’
1" = 10’
KDS
08-03
42
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 2, T 18 N, R 3 E
HAMILTON COUNTY
App. Section Line
116th Street
City of
Carmel
City of
Carmel
City of
Carmel
A p p . E x i s
t . R /W
App. Exist. R/W
App. Exist. R/W
A
p
p
.
E
x
i
s
t
.
R
/
W
Clarian Health Partners, Inc.
JEC Partnership, L.P.
Conseco, Inc.
City of
Carmel
City of
Carmel
City of
Carmel
App. Exist. R/W
App. Exist. R/W
App. Exist. R/
W
App. Exist. R/W
App. Exist.
R/
W
A p p . E x i s t . R /W
A
p
p.
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R/
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END CONSTRUCTION
STA. 104+41.64 LINE "C"
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Constr. Limits
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Constr. Limits
Constr. Limits
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R/
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TBM #1002
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BEGIN CONSTRUCTION
STA. 100+14.69 LINE "C"
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Billy Creek
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+78
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EARTHWORK BALANCE
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Common Excavation
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ahall 1:28:30 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PP01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
PLAN AND PROFILE
SPRING MILL ROAD / LINE "A"
10
7/1/08
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
ASH
KDSWHL
CITY OF
CARMEL
1" = 30’
1" = 10’
KDS
08-03
42
Spring Mill Road Spring Mill Road
1
1
6
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City of Carmel
City of
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City of
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City of
CarmelConseco, Inc.
Billy Creek Associates
Clarian Health Partners, Inc.
JEC Partnership, L.P.
App. Exist. R/W
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SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
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No Curve Run
G
All R/W Desccribed from Line "A"
Except as Shown.
830
840
850
860
870 870
860
850
840
830
Constr. Limits
Constr. Limits
R/W
SW CORNER, SW 1/4
SECTION 35-T18N-R3E
Harrison Monument Found
SE CORNER, SE 1/4
SECTION 34-T18N-R3E
+
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BEGIN CONSTRUCTION
STA. 100+14.69 LINE "C"
Constr. Limits
+78 "C"
110
+29 "A"
App. Ex. R/W
T
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p
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W
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s
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Indicated by Letter Inside Hexagon)
_
G 26 Sodding
19 Curb and Gutter Type III
Multi-Use Path (See Typical Sections)
W Full Depth Pavemnet (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
Curb and Gutter Type II17
Seeding25
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13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
ahall 1:28:39 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PP02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
PLAN AND PROFILE
SPRING MILL ROAD/ LINE "A"
11
7/1/08
V
C
S
V
C
S
V
C
S
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
ASH
KDSWHL
CITY OF
CARMEL
1" = 30’
1" = 10’
KDS
08-03
42
Keith A. & Cynthia B. Reissaus
Debra E. Pelletiere John J. & Paula D. Williams Hobert & Sharon K. Fisher
Michael L. Holtsclaw &
Deborah Osborne Holtsclaw
Westpark Homeowners Assoc Inc.Govinda J. & Nadica G. Weerakkody Rory J. & Gloria J. Clouse Edward C. Childs
Lot 6
Lot 5
Lot 4 Lot 3 Lot 2
Lot 1
Lot 8
Lot 4 Lot 3 Lot 2
75+00
Line "A"
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
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Lot 27
Michael C. & Sherry L. Callas
Lawrence A. &
Amy D. Maurer
Havard Eric &
Nancy K. Smith
Thomas J. &
Kathleen A.
Mark
BEGIN INCIDENTAL CONSTRUCTION
STA. 75+00.00 LINE "A"
BEGIN PROJECT
STA. 75+50.00 LINE "A"
880
870
860
850
840
880
870
860
840
850
Constr. Limits
Constr. Limits
C
o
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s
t
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.
L
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C
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L
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s
Constr. Limts
Constr. Limits
C
o
n
s
t
r
.
L
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i t
s
TBM #1005 RR Spike W. Side of Spring
Mill Rd. 120’ S. of Dorset Blvd.
ELEV. 872.25
C
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n
s
t
r
.
L
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s
Constr. Limts
L
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e
"S
-
1
-
A
"
P.O.T. 80+06.78 LINE "A"
= P.I. 20+00.00 LINE "S-1-A"
+90
55’
+62
55’
+52
55’
+00
55’
+05 "S-1-A"
55’+05 "S-1-A"
55’
Temp. R/W for
Lawn Grading
Temp. R/W for
Lawn Grading
Temp. R/W for
Lawn Grading
+57
App. Ex. R/W
+05 "S-1-A"
App. Ex. R/W
+90
App. Ex. R/W
+05 "S-1-A"
App. Ex. R/W
+00
App. Ex. R/W
EARTHWORK BALANCE
Fill + 25%
Common Excavation
Unclassified Excavation
Rock Excavation
Waste
752 CYS
1053 CYS
-- CYS
-- CYS
1300 CYS
+App. Ex. R/W
75’
E
T
T
V
T
V
T
V
T
W
V
W
V
W
V
W
V
W
W
S
S
12" PVC
12" PVC
12" PVC
1
2
"
C
M
P
1
2
"
C
M
P
1
5
"
R
C
P
Walk
Planter
Planter
Walk
WalkWalk
Grass
Grass
Grass
W a
l k
Grass
Grass
G r a
s
s
G r a
s
s
W a
l k
-1.00%+0.78%
+0.78%-0.36%
P.V.I. STA. 76+50.00
P.V.I. ELEV. 865.15
200.00’ V.C.
P.V.I. ELEV. 869.44
P.V.I. STA. 82+00.00
200.00’ V.C.
Profile Grade
BEGIN PROJECT
STA. 75+50.00 LINE "A"
ELEV. 866.15
BEGIN PROFILE
STA. 80+56.53 LINE "A"
ELEV. 868.32
END PROFILE
STA. 79+53.20 LINE "A"
ELEV. 867.51
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3
ahall 1:28:49 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PP03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
PLAN AND PROFILE
SPRING MILL ROAD/ LINE "A"
12
7/1/08
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
ASH
KDSWHL
CITY OF
CARMEL
1" = 30’
1" = 10’
KDS
08-03
42
Line "A"
Lawrence A. & Amy D. Maurer
Samuel C. & Michelle Kim
David A. & Ann S. Perk Gerald & Cynthia Raines
Michael C. & Sherry L. Callas
Alireza Hessaraki
Daniel F. & Dale B. Westlake
Garrick A. Maurer &
Karen A. Tucker JT/RS
Lot 27
Lot 59
Lot 58 Lot 57
Lot 73
Lot 80
Lot 81
Lot 82
85+00
App. Exist. R/W
App. Exist. R/W
Lot 79
Lot 74
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
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880
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END PROJECT
STA. 85+00.00 LINE "A"
END INCIDENTAL CONSTRUCTION
STA. 85+50.00 LINE "A"
Constr. Limits
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Woods
-0.36%+0.18%
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Profile Grade
END PROJECT
STA. 85+00.00 LINE "A"
ELEV. 868.90
P.V.I. STA. 84+00.00
P.V.I. ELEV. 868.72
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ahall 1:28:58 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PP04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
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S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
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PLAN AND PROFILE
DORSET BVLD./ LINE "S-1-A"
13
7/1/08
VCS
VCSVCS
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
ASH
KDSWHL
CITY OF
CARMEL
1" = 30’
1" = 10’
KDS
08-03
42
Michael L. Holtsclaw &
Deborah Osborne Holtsclaw
Edward C. Childs
Lot 1
Lot 2
L i n
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"A
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SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 26, T 18 N, R 3 E
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SPRINGMILL RIDGE
SECTION TWO
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SECTION ONE
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SECTION TWO
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850
860
870
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C
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.
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n
s
t
r . L i m
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Constr. limits
Constr. limits
Constr. limits
C
o
n
s
t
r
.
l
i
m
i
t
s
Constr. Limts
END CONSTRUCTION
STA. 22+50.00 LINE "S-1-A"
BEGIN CONSTRUCTION
STA. 20+65.48 LINE "S-1-A"P.I. 20+00.00 LINE "S-1-A"=
P.O.T. 80+06.78 LINE "A"
+05
55’
+52 "A"
55’
+05
55’
+00 "A"
55’
Mark E. Saunders &
Elizabeth Jarret - Saunders
Temp. R/W for
Lawn Grading
Temp. R/W for
Lawn Grading
Temp. R/W for
Lawn Grading
+90 "A"
App. Ex. R/W
+90 "A"
55’
+62 "A"
55’
+05
App. Ex. R/W
+05
App. Ex. R/W
+00 "A"
App. Ex. R/W
+57 "A"
App. Ex. R/W
+App. Ex. R/W
75’
BEGIN CONSTRUCTION
STA. 18+60.00 LINE "S-1-A"
END CONSTRUCTION
STA. 19+60.62 LINE "S-1-A"
E
T
T
VT
VT
WV
WV
T
VT
W
W
S
1 2
"
P
V C
12" C
MP
P
l a
n
t
e
r
P
l a
n
t
e
r
W a
l k
W a
l k
W a
l k
W
a
l
k
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a
s
s
G r a
s
s
G
r
a
s
s
G
r
a
s
s
W
a
l
k
Existing Ground
Existing Ground (5’ Left)
Profile Grade
Profile Grade
100.00’ V.C.
P.V.I. ELEV. 866.12
P.V.I. STA. 21+50.00
+2.46%-2.14%
-0.72%
BEGIN PROFILE
STA. 18+60.00 LINE "S-1-A"
ELEV. 865.45
END PROFILE
STA. 19+60.62 LINE "S-1-A"
ELEV. 867.76
BEGIN PROFILE
STA. 20+65.48 LINE "S-1-A"
ELEV. 867.76
END PROFILE
STA. 22+50.00 LINE "S-1-A"
ELEV. 865.40
8
6
5
.
2
8
6
6
.2
8
6
7
.
0
8
6
7
.
8
8
6
7
.
3
8
6
6
.9
8
6
6
.7
8
6
6
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8
6
6
.1
19+00 20+00 21+00 22+00
8
6
6
.
4
4
8
6
7
.
6
7
8
6
7
.
9
3
8
6
7
.
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3
8
6
7
.
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9
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6
6
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0
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5
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7
6
8
6
5
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4
0
ahall 1:29:06 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PP05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
CONSTRUCTION DETAILS
SPRING MILL ROAD/ LINE "A"
KDS ASH
WHL WHL
14
7/1/08
V
C
S
V
C
S
V
C
S
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
42
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
App. Exist. R/W
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
App. Exist. R/W
App. Exist. R/W
Debra E. Pelletiere
Lot 4
Keith A. & Cynthia B. Reissaus
Lot 5 Hobert & Sharon K. Fisher
Lot 2
Michael L. Holtsclaw &
Deborah Osborne Holtsclaw
Lot 1 Ming H. & Kuei F. Huang
D o
r
s
e
t
B
l v
d
.
Govinda J. & Nadica G. Weerakkody
Lot 4
Westpark Homeowners Assoc Inc.
Rory J. & Gloria J. Clouse
Lot 3
Edward C. Childs
Lot 2
Lot 71
Lot 72
Brad W. Bryce
John J. & Paula D. Williams
Lot 3
App. Exist. R/W
8
0
7
5
BEGIN PROJECT
STA. 75+50.00 LINE "A"
BEGIN INCIDENTAL CONSTRUCTION
STA. 75+00.00 LINE "A"
P.I. 80+06.78 LINE "A"=
P.I. 20+00.00 LINE "S-1-A" =
R
O
O
K1
1
’-
1
0
"
1
0
’-
0
"
2
’-
0
"
2
’-
0
"
+
0
1
.
6
8
+
0
1 .
6
9
6’-0" Curb Transition
6’-0" Curb Transition
+
5
6
.
8
0
15
15
26 26
15
K
K
F F
K
K
26
Line A
L i n
e
"S
-
1
-
A
"
26
+
5
6
.2
7
+
5
2
.
0
3
26
A p
p
. E x
i s
t
. R /
W
A p
p
.
E x i s
t
.
R
/
W
A
p
p
.
E x i s
t
.
R
/
W
A p
p
.
E x
i s
t
. R /
W
1
1
’-
9
"
1
4
’-
0
"
+
4
6
.
6
7
1
9
’-
5
"
1
5
’-
0
"
15 15
14
L
i n
e
"S
-
1
-
A
"
BEGIN CONSTRUCTION
STA. 18+60.00 LINE "S-1-A"
C
o
n
s
t
r
.
L i m
i t
s
C
o
n
s
t
r
.
L i m
i t
s
C
o
n
s
t
r
.
L i m
i t
s
C
o
n
s
t
r
.
L
i m
i t
s
Constr. Limits
Constr. Limits
14
15
D
o
r
s
e
t
.
B
l v
d
.
17
17
17
17
17
17
17
15
15
14
14
+52.62 "S-1-A"
Constr. Limits
Constr. Limits
Modified Curb Turnout Req’d
+
5 0
+
2
5
.0
0
Do Not Disturb Fence
D
o
N
o
t
D
i s
t
u
r
b
F
e
n
c
e
K
26
+75.00
Do Not Disturb Wall
Do Not Disturb Wall
Relocate Fire Hydrant
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
Temp. R/W
Temp. R/W
Concrete Curb End Treatment Req’d
+5 0
+43
+28
26
+
8
4
.
6
2
T
T
V
T
V
T
W
V
W
V
W
V
T
W
W
S
12" PVC
12" PVC
1
2
"
C
M
P
1
5
"
R
C
P
F Concrete Curb Ram p (Type is
Indicated by Letter Inside Hexagon)
_
G
19
15Multi-Use Path (See Typical Sections)
W Full Depth Pavemant (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
K Full Depth Pavement (See Typical Sections)
Sidewalk, Concrete 4"
13
Curb and Gutter Type II17
Sodding26Straight Concrete Curb
Curb and Gutter Type III
O 13" Compacted Aggregate, No. 53 14 Modified Roll Curb
Roll Curb
ahall 1:29:15 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.CD04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
CONSTRUCTION DETAILS
SPRING MILL ROAD/ LINE "A"WHL WHL
KDS ASH
15
7/1/08
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
42
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
App. Exist. R/W
Ming H. & Kuei F. Huang
Lot 72
Brad W. Bryce
App. Exist. R/W
Lot 71
Jeffrey A. & Karen S. Grund
Lot 26 Lot 27
Lot 73
Michael C. & Sherry L. Callas
Samuel C. & Michelle Kim
Lot 59
Lot 58
Lot 79Lot 74
Alireza Hessaraki
Lot 80
Lot 81
Line "A"
App. Exist. R/W
Lawrence A. &
Amy D. Maurer
Daniel F. & Dale B.
Westlake
8
5
6’-0" Curb Transition
6’-0" Curb Transition
1
1
’-
1
0
"
9
’-
2
"
2
’-
0
"
2
’-
0
"
END PROJECT
STA. 85+00.00 LINE "A"
END INCIDENTAL CONSTRUCTION
STA. 85+50.00 LINE "A"
R
+
6
5
.0
0K
K
26
+
7
5
.0
0
+
7
5
.
0
0
+
8
4
.
6
2
15
1
6
’-
4
"
1
7
’-
5
"
K
1 1 ’-
0
"
1
2
’-
1
"
+
7
5
.
0
0
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
17
17 O
O
Do Not Disturb Pipe
Concrete Curb End Treatment Req’d
Str. No. 206
Adjust Casting
to Grade
+0 8
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
+
0
0
+
1
0
E
V
T
W
V
S
S
12" PVC
1
2
"
C
M
P
1
2
"
R
C
P
F Concrete Curb Ram p (Type is
Indicated by Letter Inside Hexagon)
_
G
19
15Multi-Use Path (See Typical Sections)
W Full Depth Pavemant (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
K Full Depth Pavement (See Typical Sections)
Sidewalk, Concrete 4"
13
Curb and Gutter Type II17
Sodding26Straight Concrete Curb
Curb and Gutter Type III
O 13" Compacted Aggregate, No. 53 14 Modified Roll Curb
Roll Curb
ahall 1:29:23 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.CD05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
CONSTRUCTION DETAILS
DORSET BLVD./ LINE "S-1-A"
WHL ASH
KDSKDS
16
7/1/08
VCS
VCS
VCS
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
42
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
S
p
r
i n
g
M i l l
R
o
a
d
A p
p
. E x i s
t
.
R /
W
L i n
e
"A
"
Line "S-1-A"
Ming H. & Kuei F. Huang Lot 71
Lot 72
Brad W. Bryce
A p
p .
E x i s
t
.
R /
W
App. Exist. R/W
Edward C. Childs
Lot 2
App. Exist. R/W
Michael L. Holtsclaw &
Deborah Osborne Holtsclaw
Lot 1
Hobert & Sharon K. Fisher
Lot 2
Rory J. & Gloria J. Clouse
Lot 3
A p
p .
E x i s
t
.
R /
WAp
p
. E x i s
t
.
R /
W
App. Exist. R/W
App. Exist. R/W
Dorset Blvd.
Dorset Blvd.
K
K
2
0
26
15
26
C
C
15
15
15
15
15
15
15
15
15
26
26
K K
K
K
1
3
’-
7
"
1
3
’-
7
"
K
END CONSTRUCTION
STA. 22+50.00 LINE "S-1-A"
F
14
15
R
R
Pavement Removal
Pavement Removal
C
o
n
s
t
r
.
L i m
i t
s C
o
n
s
t
r
.
L i m
i t
s
C o
n s
t
r
.
L i m
i t
s
C o n s
t r . L i m
i t s
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
17
17
17
17
17
17
17
17
17
17
15
17
15
15
+42.73 "S-1-A"
Sawcut
+
6
5
.0
0
15
+
0
6
.
4
7
6’-0" Curb Transition to Roll Curb
6’-0" Curb Transition to Roll Curb
F
79+25.00 "A"
13
13
P.I. 20+00.00 LINE "S-1-A" =
P.O.T. 80+06.78 LINE "A"
6’-0"
F
L
6’-0"
F
26
26
Remove Exist. Sidewalk
Str. No. 206
+
0
8Adjust Casting
to Grade
Saw Cut
Saw Cut
BEGIN CONSTRUCTION
STA. 18+60.00 LINE "S-1-A"
Line "S-1-A"
Remove Exist. Sidewalk
Temp. R/W
Temp. R/W
Do Not Disturb Wall
Temp. R/W
Mark E. Saunders &
Elizabeth Jarret - Saunders
+
0
0
E
T
T
VT
VT
WV
WV
WV
T
VT
W
W
S
1
2
"
P
V C
12" C
MP
F Concrete Curb Ram p (Type is
Indicated by Letter Inside Hexagon)
_
G
19
15Multi-Use Path (See Typical Sections)
W Full Depth Pavemant (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
K Full Depth Pavement (See Typical Sections)
Sidewalk, Concrete 4"
13
Curb and Gutter Type II17
Sodding26Straight Concrete Curb
Curb and Gutter Type III
O 13" Compacted Aggregate, No. 53 14 Modified Roll Curb
Roll Curb
ahall 1:29:31 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.CD07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
SPOT ELEVATIONS DETAILS
RT TURN BYPASS/ LINE "C"
17
VCS
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
42
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 2, T 18 N, R 3 E
HAMILTON COUNTY
App. Section Line
116th Street
A p p . E x i s t . R /
W
App. Exist. R/W
A
p
p
.
E
x
i
s
t
.
R
/
W
Clarian Health Partners, Inc.
JEC Partnership, L.P.
Conseco, Inc.App. Exist. R/W
App. Exist. R/W
App. Exist. R/
W
No Curve Run
App. Exist. R/W
App. Exist. R/W
1
0
0
15
Line "C"
L i n
e
"A "
R 130’-0"
852.82
852.79
852.76
852.73
852.70
852.67
852.64852.61
852.58
8 5 2 .5 5
8 5 2 .5 1
8 5
2
.7 0
8 5 2 .8 9
8 5 3 .0
7
8 5
3 .2 6
8
5 3
.4 4
8
5
3
.6
3
8
5
3
.7
9
852.85
8 5 2 .8 6852.9 1852.95852.98853.01853.03853.05
853.07
R 1’-6"
R 3’-0"
101+64.10 "C"
33.41’ Lt.
101+55.42 "C"
33.70’ Lt.
10’ (Typ.)
16+39.35 "A"
32.32’ Rt.
100+89.64 "A"
35.85’ Lt.
100+93.14 "A"
34.08’ Lt.
16+01.47 "A"
28.48’ Rt.
15+93.65 "A"
32.17’ Rt.
11’-5" (Typ.)
7/1/08
JAK JAK
WHL WHL
1 8 ’-0 "
S
S
S
F Concrete Curb Ram p (Type is
Indicated by Letter Inside Hexagon)
_
G
19
15Multi-Use Path (See Typical Sections)
W Full Depth Pavemant (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
K Full Depth Pavement (See Typical Sections)
Sidewalk, Concrete 4"
13
Curb and Gutter Type II17
Sodding26Straight Concrete Curb
Curb and Gutter Type III
O 13" Compacted Aggregate, No. 53 14 Modified Roll Curb
Roll Curb
ahall 1:29:38 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.DS03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
SPOT ELEVATIONS
DORSET BLVD. ROUNDABOUT
JAK
WHL
JAK
WHL
18
7/1/08
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
42
D
o
r
s
e
t
B
l
v
d
.
80+00
+
6
0
+
7
0
+
9
0
+
0
0
+
5
0
+
4
0
+
3
0
+
2
0
+
1 0
+
8
0
8
6
7
.5
7
8
6
7
.6
5
8
6
7
.7
3
8
6
7
.8
0
8
6
7
.8
8
8
6
7
.9
6
8
6
8
.0
4
8
6
8
.1 2
8
6
8
.1 9
8
6
8
.2
7
Spring Mill Road
NOTES:
1) ALL STATIONS AND ELEVATIONS ARE
GIVEN FROM LINE "A" UNLESS
NOTED OTHERWISE.
L i n
e
"S
-
1 -
A "
D
o
r
s
e
t
B
l v
d
.
Spring Mill Road
0.78%
L i n
e
"S
-
1 -
A "
Line "A"
Line "A"
+25.00 "S-1-A", 5.39’ Rt.
Elev. 866.71
+26.11 "S-1-A", 21.59’ Rt.
Elev. 866.39
+25.00 "S-1-A", 4.69’ Lt.
Elev. 866.71
+24.07 "S-1-A", 20.63’ Lt.
Elev. 866.39
+06.64 "S-1-A", 12.02’ Lt.
Elev. 866.36
+56.84, 1.63’ Rt.
Elev. 868.32
+60.19, 23.56’ Rt.
Elev. 868.35
+25.00, 8.00’ Rt.
Elev. 868.84
+26.10, 24.47’ Rt.
Elev. 868.51
+25.00, 1.99’ Rt.
Elev. 868.84
+23.90, 14.47’ Lt.
Elev. 868.51
+78.26, 19.29’ Rt.
Elev. 866.58
+75.00, 3.50’ Rt.
Elev. 866.91
+75.00, 6.00’ Lt.
Elev. 866.91
+75.00, 22.50’ Lt.
Elev. 866.58
+50.05, 12.63’ Rt.
Elev. 867.49
+51.97, 10.41’ Lt.
Elev. 867.51
+06.53 "S-1-A", 12.15’ Rt.
Elev. 866.36
+61.55, 15.45’ Lt.
Elev. 868.32
+56.97 "S-1-A", 7.16’ Lt.
Elev. 867.84
+51.74 "S-1-A", 20.46’ Lt.
Elev. 867.84
+58.07 "S-1-A", 23.20’ Lt.
Elev. 868.04
+64.68 "S-1-A", 27.12’ Lt.
Elev. 868.12
+73.22 "S-1-A", 34.64’ Lt.
Elev. 868.19
+81.27 "S-1-A", 46.39’ Lt.
Elev. 868.27
+66.04, 38.25’ Rt.
Elev. 868.35
+44.05 "S-1-A", 46.26’ Lt.
Elev. 868.27
+52.72 "S-1-A", 34.61’ Lt.
Elev. 868.19
+61.47 "S-1-A", 27.54’ Lt.
Elev. 868.12
+67.97 "S-1-A", 24.00’ Lt.
Elev. 868.04
+72.86 "S-1-A", 23.66’ Lt.
Elev. 867.91
+66.39 "S-1-A", 5.07’ Lt.
Elev. 867.91
+59.32 "S-1-A", 8.15’ Rt.
Elev. 867.90
+52.75 "S-1-A", 21.64’ Rt.
Elev. 867.90
+57.55 "S-1-A", 24.28’ Rt.
Elev. 867.80
+63.54 "S-1-A", 29.38’ Rt.
Elev. 867.73
+69.30 "S-1-A", 38.38’ Rt.
Elev. 867.65
+72.10 "S-1-A", 49.16’ Rt.
Elev. 867.57
+49.36, 26.43’ Lt.
Elev. 867.51
+41.74, 28.04’ Rt.
Elev. 867.49
+68.43 "S-1-A", 16.66’ Rt.
Elev. 867.87
+73.88 "S-1-A", 32.29’ Rt.
Elev. 867.87
+69.42 "S-1-A", 32.31’ Rt.
Elev. 867.80
+63.02 "S-1-A", 34.81’ Rt.
Elev. 867.73
+53.96 "S-1-A", 38.81’ Rt.
Elev. 867.65
+41.60 "S-1-A", 46.78’ Rt.
Elev. 867.57
+52.64, 2.43’ Rt.
Elev. 867.55
ahall 1:29:45 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.DS01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
1" = 30’
KDS
JSB
VMS
KDS
SPLITTER ISLAND ALIGNMENT PLAN
SPRING MILL ROAD & DORSET BLVD.
19
7/1/08
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
CITY OF
CARMEL N/A
08-03
42
D
o
r
s
e
t
B
l v
d
.RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTING RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATION
.
STATION
.
NORTHING
.
EASTINGSI-1
SI-2
SI-3
SI-4
OCL-1 50+19.92 11,219.5151 5,005.0117 19.9159 39.8080
50+74.36 11,273.0013 5,051.3096 34.5526 68.8821
51+45.10 11,343.9643 5,014.7985 36.4121 72.5632 350.00’
OCL-2 50+07.95 11,528.0396 5,137.0503 7.9488 15.8892 200.00’
50+31.74 11,528.8079 5,113.2656 15.8483 31.6305 200.00’
50+67.17 11,524.3518 5,078.0486 19.6495 38.6918 90.00’
51+08.12 11,536.7940 5,038.3951 21.9103 41.3002 50.00’
51+64.57 11,590.1309 5,013.2365 37.0624 73.2934 200.00’
OCL-3 50+25.26 11,519.2340 4,917.3447 25.2618 49.7966 120.00’
50+74.41 11,539.4667 4,962.9357 24.6171 45.7502 50.00’
51+09.72 11,577.1626 4,972.0854 14.1733 28.1157 90.00’
52+08.78 11,676.1822 4,964.7167 2.9527 5.9007 60.00’
OCL-4 51+75.11 11,431.3089 4,962.1184 31.0671 61.9135 300.00’
52+20.21 11,475.5949 4,952.4868 14.2542 26.6137 30.00’
52+53.79 11,491.6474 4,920.8477 21.2242 41.6867 90.00’
10+24.06 11,229.5657 4,989.3866 24.0590 48.0723 450.00’
10+75.34 11,280.2850 4,997.2615 27.2688 54.4276 350.00’
11+40.90 11,345.9555 4,996.7830 38.4034 76.5009 350.00’
11,418.6576 4,980.0401 36.2016 68.8385 90.00’12+15.20
12+49.57 11,451.2204 4,999.4940 1.7298 2.0933 1.00’
12+59.34 11,451.3992 4,988.3566 9.4090 18.6204 52.50’
12+73.91 11,456.7499 4,974.5912 5.3598 6.3631 3.00’
13+00.74 11,426.0666 4,980.1592
14+75.46 11,251.2237 4,981.5189 2.9987 5.9967
25.8246 51.5222 300.00’
150.00’
10+64.23 11,699.3557 4,981.0420 16.3003 32.5827 400.00’
11+50.85 11,612.9559 4,987.4715 11.5997 23.1734 200.00’
11+85.78 11,578.6268 4,994.0789 23.3595 45.7104 90.00’
12+09.86 11,554.7934 4,986.2403 1.7298 2.0933 1.00’
12+19.16 11,556.9607 4,996.6783 8.9307 17.6921 52.50’
12+33.23 11,555.0820 5,010.7991 5.3146 6.3414 3.00’
12+68.23 11,591.0960 4,995.1149 33.9666 67.2910 200.00’
13+76.36 11,699.5723 4,987.0425 400.00’10.2955 20.5865
11+45.43 11,502.1869 5,105.0562 16.0355 32.0025 200.00’
11+79.65 11,496.4805 5,071.2460 18.2528 36.4048 200.00’
12+03.11 11,488.4165 5,049.1011 5.3146 6.3414 3.00’
12+12.87 11,502.1992 5,051.8059 8.7310 17.3036 52.50’
12+22.97 11,512.3574 5,050.4177 1.5216 1.9788 1.00’
12+43.24 11,506.6219 5,070.9701 19.8161 39.0097 90.00’
12+77.88 11,512.2849 5,105.7737 15.4452 30.8293 200.00’
10+06.79 11,510.8143 4,936.0928 6.7930 13.5715 120.00’
10+18.51 11,514.9256 4,947.0755 4.9341 6.1470 3.00’
10+25.31 11,504.4746 4,945.8152 5.5927 11.1433 52.50’
10+32.59 11,497.1833 4,946.4897 1.7298 2.0933 1.00’
10+41.17 11,501.3298 4,937.4539 8.2120 16.3786 90.00’
10+61.25 11,506.2749 4,917.9449 11.9141 7.9447 3.00’
P.C. 50+00.00
P.C. 50+39.81
P.C. 51+08.69
P.C. 10+00.00
P.C. 10+48.07
P.C. 11+02.50
P.C. 11+79.00
P.C. 12+47.84
P.C. 12+49.93
P.C. 12+68.55
P.C. 12+74.92
P.C. 14+72.46
P.T. 50+39.81
P.T. 51+08.69
P.T. 51+81.25
P.T. 10+48.07
P.T. 11+02.50
P.T. 11+79.00
P.T. 12+47.84
P.T. 12+49.93
P.T. 12+68.55
P.T. 12+74.92
P.T. 13+26.44
P.T. 14+78.46
P.C. 51+44.04
P.C. 52+05.95
P.C. 52+32.57
P.C. 10+00.00
P.C. 10+13.57
P.C. 10+19.72
P.C. 10+30.86
P.C. 10+32.96
P.C. 10+49.33
P.T. 52+05.95
P.T. 52+32.57
P.T. 52+74.25
P.T. 10+13.57
P.T. 10+19.72
P.T. 10+30.86
P.T. 10+32.96
P.T. 10+49.33
P.T. 10+57.28
P.C. 50+00.00
P.C. 50+49.80
P.C. 50+95.55
P.C. 52+05.83
P.C. 11+29.39
P.C. 11+61.39
P.C. 11+97.80
P.C. 12+04.14
P.C. 12+21.44
P.C. 12+23.42
P.C. 12+62.43
P.T. 50+49.80
P.T. 50+95.55
P.T. 51+23.66
P.T. 52+11.73
P.T. 11+61.39
P.T. 12+04.14
P.T. 12+21.44
P.T. 12+23.42
P.T. 12+62.43
P.T. 12+93.26
P.T. 11+97.80
P.C. 10+47.93
P.C. 11+39.25
P.C. 11+62.42
P.C. 12+08.13
P.C. 12+10.23
P.C. 12+27.92
P.C. 12+34.26
P.C. 13+66.07
P.T. 10+80.51
P.T. 11+62.42
P.T. 12+08.13
P.T. 12+10.23
P.T. 12+27.92
P.T. 13+01.55
P.T. 12+34.26
P.T. 13+86.65
P.T. 50+15.89
P.T. 50+47.52
P.T. 50+86.21
P.T. 51+27.51
P.T. 52+00.81P.C. 51+27.51
P.C. 50+86.21
P.C. 50+47.52
P.C. 50+15.89
P.C. 50+00.00
L
i n
e
"S
-
1
-
A
"
52+20.47 11,417.8467 4,998.6568 39.2131 73.9618 P.C. 51+81.25 P.T. 52+55.22
52+68.42 11,460.9088 5,028.5428 13.2036 25.8179 P.C. 52+55.22 P.T. 52+81.03
53+25.81 11,486.0122 5,080.8124 44.7817 88.1102 200.00’P.C. 52+81.03 P.T. 53+69.14
470.00’
350.00’
90.00’
50.00’
Spring Mill Road
Line "OCL-4"
Line "SI-1"
Line "A"
L
i n
e
"S
I -
4
"
Line "OCL-3"
Line "SI-2"
Line "OCL-2"
L
i n
e
"S
I
-
3
"
Line "OCL-1"
P.I. 10+61.25 "SI-4"
P.I. 14+75.46 "SI-1"
P.I. 51+75.11 "OCL-4"
P.I. 12+73.91 "SI-1"
P.I. 52+20.21 "OCL-4"
P.I. 10+32.59 "SI-4"
P.I. 10+41.17 "SI-4"
P.I. 52+53.79 "OCL-4"
P.I. 52+20.47 "OCL-1"
P.I. 12+59.34 "SI-1"
P.I. 12+49.57 "SI-1"
P.I. 52+68.42 "OCL-1"
P.I. 12+12.87 "SI-3"
P.I. 11+79.65 "SI-3"
P.I. 53+25.81 "OCL-1"
P.I. 11+40.90 "SI-1"
P.I. 51+45.10 "OCL-1"
P.I. 10+75.34 "SI-1"
P.I. 50+07.95 "OCL-2"
P.I. 50+31.74 "OCL-2"
P.I. 12+77.88 "SI-3"
P.I. 11+45.43 "SI-3"
P.I. 50+67.17 "OCL-2"
P.I. 12+43.24 "SI-3"
P.I. 12+22.97 "SI-3"
P.I. 12+33.23 "SI-2"
P.I. 12+19.16 "SI-2"
P.I. 51+64.57 "OCL-2"
P.I. 13+76.36 "SI-2"
P.I. 10+64.23 "SI-2"
P.I. 52+08.78 "OCL-3"
P.I. 11+50.85 "SI-2"
P.I. 12+68.23 "SI-2"
P.I. 11+85.78 "SI-2"
P.I. 51+09.72 "OCL-3"
P.I. 12+09.86 "SI-2"
P.I. 50+74.41 "OCL-3"
P.I. 50+25.26 "OCL-3"
P.I. 10+06.79 "SI-4"
P.I. 10+18.51 "SI-4"
P.I. 10+24.06 "SI-1"
P.I. 50+19.92 "OCL-1"
P.I. 50+74.36 "OCL-1"
47 05’ 08" RT
29 35’ 06" RT
P.I. 12+03.11 "SI-3"
P.I. 51+08.12 "OCL-2"
P.I. 10+25.31 "SI-4"
P.I. 13+00.74 "SI-1"
P.I. 12+15.20 "SI-1"
NOTE:
THE "OCL" ALIGNMENTS ARE LOCATED ATE
THE FRONT FACE OF CURB
ahall 1:29:51 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.DS02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
KDS VMS
KDS
1" = 30’
N/A
PAVEMENT MARKING AND
SIGNING DETAILS
102+60
R3-8 (MOD)
102+85
Ex. W3-2a
W13-1 (15 MPH)
103+85
Ex. W2-6
Ex. W13-1 (15 MPH)
105+10
Ex. W11-2
W16-7P
+
0
9
+
3
6
WHL
20
7/1/08
VCS
VCS
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
CITY OF
CARMEL
08-03
42
100+00 105+00
I
l l i
n
o
i s
S
t
r
e
e
t
S
p
r
i n
g
M
i l l
R
o
a
d
116th Street
110+00
116th Street
I l l i n
o
i s
S
t
r
e
e
t
Line "C"
Line "C"
Line "B"
111+65
R3-8 (MOD)
+
4
5
37
37
+
7
5
36
1
16
1
1
3 16
1
16
18
17
3 17
10
10
3 17
+
0
5 +
5
5
36
35
36
35
41
45
55
41 45
40
50
+
9
5
1
52
52
+
4
8
43
100+50
Ex. R1-2
101+25
Ex. W11-2
100+75
Ex. R1-2
+21 "A"
16
101+35
Ex. W11-2
W16-7P
60
+
4
8
1
34
35 34
35
33
33
No Change Req’d To Exist.
Sign & Supports
Remove Exist. Sheet Sign
From Supports
Exist. Sheet Sign On
New Supports
New Sheet Sign On
Exist. Supports
Remove Exist. Sheet and Sign Supports
Remove Exist. Sign Supports17
18
1
3
10
16
SIGN LEGEND
Note:
Contractor shall contact design engineer a minimum
of (2) buisness days prior to pavement marking layout
for the roundabout.
Conduit
1
33
101+35
Relocate Decorative
Street Light
100+95
Handhole
107+60
Ex. W11-2
W16-7P
108+65
Ex. W3-2a
110+15
Ex. W2-6
Ex. W13-1 (15 MPH)
20’-0" (Typ.)
AsphaltAsp
h a l t
Asphalt
Asphalt
Grass
Grass
Planter
Planter
Grass
Grass
Grass
Grass
G r a s s
Grass
GrassGrass
Grass
Grass
C
o
n
c
.
Asph.
Conc.C o
n
c
.
A s
p
h
.
Conc.
Grass
Grass
39
36
33
34
Remove Exist. Pvmt. Message Marking
Existing Pvmt. Message Marking
35 Pvmt, Message Markings Thermoplastic,
"Fishhook Arrow"
52
50
Pvmt, Message Markings Thermoplastic,
Lane Indication Arrow
Line, Thermoplastic, Broken, White, 4in.
40
41
43
Transverse Markings, Thermoplastic,
Crosswalk Line, 6in.
Transverse Markings, Thermoplastic,
"Shark’s Teeth"55
Line, Thermoplastic, Solid, White, 4in.
44 Line, Thermoplastic, Solid, White, 6in.
45 Line, Thermoplastic, Solid, White, 8in.
46
47 Line, Thermoplastic, Solid, Yellow, 4in.
48 Line, Thermoplastic, Solid, Yellow, 8in.
49
53
54
60
Line, Thermoplastic, Solid, White, 24in.
Line, Thermoplastic, Solid, Yellow, 12in.
Line, Thermoplastic, Solid, White, 12in.
Decorative Street Light
Pvmt, Message Markings Thermoplastic,
Word (ONLY)37
Line, Thermoplastic, Solid, White, 4in. Edge Line
Line, Thermoplastic, Broken, White, 6in. (3’ Line, 3’ (Gap)
Line, Thermoplastic, Solid, Yellow, 4in. Edge Line
Transverse Markings, Thermoplastic,
Crosswalk, Line, White, 24in.
P
l a
n
t
e
r
G r a
s
s
G r a
s
s
G r
a
s
s
G r
a
s
s
Grass
B r i c
k
Asphalt
Asphalt
A s p h a l t
Asphalt
Grass
Grass
GrassGrass
Grass
Grass
Grass
GrassGr
a
s
s
S t
o
n
e
B r i c
k
B
r i c
k
Conc.
Conc.
Conc.Grass
C o n
c .
Woods
ahall 1:30:00 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PM02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
SIGNING & PAVEMENT
MARKING DETAILS
KDS
WHL WHL
ASH
21
7/1/08
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
42
Line "A"
Spring Mill Road
D
o
r
s
e
t
B
l v
d
.
54
53
54
53
40
40
40
54 53
53
54
54
41
52
53
54
53
53
53
52
52
41
41
52
41
8
0
53 47
53
53
5347
L i n
e
"S
-
1
-
A
"
47
77+15.00 "A"
R4-7 (24"x30")
18+50.00 "S-1-A"
W2-6 (30"x30")
W16-8 (SPRING MILL RD)
W13-1 (15) (18"x18")
21+25.00 "S-1-A"
W11-2 (30"x30")
W16-7P (24"x12")
84+50.00 "A"
W2-6 (30"x30")
W16-8 (DORSET BLVD)
W13-1 (15) (18"x18")
22+25.00 "S-1-A"
W2-6 (30"x30")
W16-8 (SPRING MILL RD)
W13-1 (15) (18"x18")
1
’
-
6
"
Scale: 1" = 2’
ONE WAY
YIELD
YIELD
YIELD
YIELD
79+35.00 "A"
R1-2 (36"x36"x36")
20+70.00 "S-1-A"
D3-1 (DORSET BLVD)
20+85.00 "S-1-A"
W11-2 (30"x30")
W16-7P (24"x12")
19+55.00 "S-1-A"
D3-1 DORSET BLVD
"SHARK’S TEETH " DETAIL
39
48 48
80+65.00 "A"
D3-1 (SPRING MILL RD)
80+65.00 "A"
R1-2 (36"x36"x36")
Handhole
Service Point
+05
45’
+15
45’
+55 "S-1-A"
30’
20+75.00 "S-1-A"
R1-2 (36"x36"x36")
+06 "S-1-A"
26’
SPRING MILL RD
15
M . P . H .
SPRING MILL RD
15
M . P . H .
DORSET BLVD
15
M . P . H .
DORSET BLVD
15
M . P . H .
Dorset Blvd.
Spring Mill Rd.
Dorset Blvd.
Spring Mill Rd.60
39
60
82+61.00"A"
R4-7 (24"x30")
1’-0"1’-0"
79+45.00 "A"
D3-1 (SPRING MILL RD)
19+50.00 "S-1-A"
R1-2 (36"x36"x36")
75+20.00 "A"
W2-6 (30"x30")
W16-8 (DORSET BLVD)
W13-1 (15) (18"x18")
Note:
Contractor shall contact design engineer a minimum
of (2) days prior to pavement marking layout
for the roundabout.
79+80.00, +02.58 "A"
79+85.00, +31.18 "A"
80+15.00, +09.69 "A"
80+25.00, +28.48 "A"
R6-1 (36"x12")
4 Conduit
Conduit
20’-0" (Typ.)
60
60
+37 "S-1-A"
64’
+57 "A"
26’
39
36
33
34
Remove Exist. Pvmt. Message Marking
Existing Pvmt. Message Marking
35 Pvmt, Message Markings Thermoplastic,
"Fishhook Arrow"
52
50
Pvmt, Message Markings Thermoplastic,
Lane Indication Arrow
Line, Thermoplastic, Broken, White, 4in.
40
41
43
Transverse Markings, Thermoplastic,
Crosswalk Line, 6in.
Transverse Markings, Thermoplastic,
"Shark’s Teeth"55
Line, Thermoplastic, Solid, White, 4in.
44 Line, Thermoplastic, Solid, White, 6in.
45 Line, Thermoplastic, Solid, White, 8in.
46
47 Line, Thermoplastic, Solid, Yellow, 4in.
48 Line, Thermoplastic, Solid, Yellow, 8in.
49
53
54
60
Line, Thermoplastic, Solid, White, 24in.
Line, Thermoplastic, Solid, Yellow, 12in.
Line, Thermoplastic, Solid, White, 12in.
Decorative Street Light
Pvmt, Message Markings Thermoplastic,
Word (ONLY)37
Line, Thermoplastic, Solid, White, 4in. Edge Line
Line, Thermoplastic, Broken, White, 6in. (3’ Line, 3’ (Gap)
Line, Thermoplastic, Solid, Yellow, 4in. Edge Line
Transverse Markings, Thermoplastic,
Crosswalk, Line, White, 24in.
ahall 1:30:08 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PM01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
EROSION CONTROL DETAILSVMS
KDS LINE "B" & LINE "C"
1" = 30’
N/A
22
7/1/08
ELS
KDS
VCS
VCS
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
CITY OF
CARMEL
08-03
42
100+00 105+00
I
l l i
n
o
i s
S
t
r
e
e
t
S
p
r
i n
g
M
i l l
R
o
a
d
116th Street
110+00
116th Street
I l l i n
o
i s
S
t
r
e
e
t
Line "C"
Line "C"
Line "B"
CIP CIP
CIP
CIP
CIP
D
12" RCP12" RCP
1
2
"
R
C P 12" RCP
S
12" PVC
1 2
"
P
V C
AsphaltAsp
h a l t
Asphalt
Asphalt
Grass
Grass
Planter
Planter
Grass
Grass
Grass
Grass
G r a s s
Grass
GrassGrass
Grass
C
o
n
c
.
Asph.
Conc.C o
n
c
.
A s
p
h
.
Conc.
Grass
EH
THH
THH
THH
THH
THH
THH
T
W
8
5
5
8
5
5
8
5
5
855
855
855
8
5
5
8
5
5
8
5
5
8
5
5
855
860
CDRR Perimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
Check Dam Revetment Riprap
12" RCP
1 0
"
P
V C
S
D
D12
"
R C
P
12" RCP
1 2
"
R C
P
S
S
12" PVC
12" PVC
1
2
"
R
C P
1 2
"
R C
P
1 2
" P
V C
S
1 8
"
P
V C
1
2
" R
C P
1 2
" R C
P
1 2
"
R
C
P
P
l a
n
t
e
r
G r a
s
s
G r a
s
s
G r
a
s
s
G r
a
s
s
Grass
B r i c
k
Asphalt
Asphalt
A s p h a l t
Asphalt
Grass
Grass
GrassGrass
Grass
Grass
Grass
GrassGr
a
s
s
S t
o
n
e
B r i c
k
B
r i c
k
Conc.
Conc.
Conc.Grass
C o n
c .
Woods
THH
THH
THH
THH
THH
THH
THH
THH
THH
THH
T
T
W
WV
WV
850
850
8
5
5
855
8
5
5
8 5 5
855
8
5
5
8
5
5
8
5
5
855
8
5
5
855
8
5
5
855
8
5
5
855
8
5
5
855
8
5
5
8
5
5
8
5
5
855
ahall 1:30:21 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.EC01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
850
850.5
851.1 851.5
852.3
W.E.
852.9
854.6
855
855.5
850
852.3
W.E.
852.9
853.5
855
855
856.6
EROSION CONTROL DETAILS
1" = 30’
VMS
KDS LINE "A"
23
7/1/08
ELS
KDS
V
C
S
V
C
S
V
C
S
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
CITY OF
CARMEL N/A
08-03
42
Line "A"
Spring Mill Road
80+00
D
o
r
s
e
t
B
l v
d
.
T
App. Exist. R/W
App. Exist. R/W
L i n
e
"S
-
1 -
A
"
DIP
CDSB
CDSB
CDSB
CDSB
A
p
p
.
E
x
i s
t
.
R
/
W
A
p
p
.
E
x
i s
t
.
R
/
W
A
p
p
.
E
x
i s
t
.
R
/
W
A
p
p
.
E
x
i s
t
.
R
/
W
L i n
e
"S
-
1
-
A
"
E
T
T
V
T
V
T
V
T
W
V
W
V
W
V
W
V
T
V
T
W
W
S
S
S
12" PVC
12" PVC
1
2
"
C
M
P
1
2
"
C
M
P
1
5
"
R
C
P
1
2
"
R
C
P
Walk
Planter
Planter
Walk
WalkWalk
Grass
Grass
W a
l k
Grass
Grass
G r a
s
s
G r a
s
s
W a
l k
CDRR Perimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
Check Dam Revetment Riprap
ahall 1:30:30 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.EC02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
861.7
861.8
864.3
864.7
8
6
5
865.7
866.1
866.1
866.5
866.7
866.7
867.4
868.4
868.8
868.8
869.3
869.7
8
7
0
870.4
24
SUMMARY OF QUANTITIES AND APPROACH TABLE
LOCATION
(STATION)
DESCRIPTION
(APPROACH
TYPE OR
CLASS)
WIDTH
"W"
ft.
LENGTH
"L"
ft.ft.
D
I
S
T
A
N
C
E
B
E
Y
O
N
D
R
/
W
L
I
N
E
RADII
"R"
ft.%
1
GRADE
(LESS THAN
10% NOT
SHOWN)
2
%
EXCAVATION
CYS.
CUT FILL SYS.
#/
H
M
A
F
O
R
A
P
P
R
O
A
C
H
E
S
SURFACE
TONS
INTERMD.
TONS TONS
in.
TONS
in.
TYPE "O"
COMPACTED
AGGREGATE FOR
BASE
NO. 53
SFT.
in.
SFT.CYS.
in.
S
U
B
B
A
S
E
in.
SFT.
C
E
M
E
N
T
C
O
N
C
.
P
A
V
E
M
E
N
T
F
O
R
D
R
I
V
E
S
in.
SFT.
in.
SFT.
Q
C
/
Q
A
-
P
C
C
P
P
C
C
P
REMARKS
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
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
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
STRUCTURE DATA TABLE
CITY OF
CARMEL
HMA
MATERIAL FOR
MULTI-USE PATH
KDS VMS
JSB KDS
08-03
N/A
N/A
A
S
P
H
A
L T
F
O
R
T
A
C
K
C
O
A
T
TONS
SURFACE SURFACEINTERMD.INTERMD.BASE INTER OG BASE INTER OG
165 #/Syd 330 #/Syd300 #/Syd165 #/Syd220 #/Syd360 #/Syd350 #/Syd275 #/Syd110 #/Syd330 #/Syd
TONS TONS TONS TONS TONS TONS TONS TONS TONS
TYPE "O"
COMPACTED
AGGREGATE
FOR
SHOULDERS
5 in.13 in.
AND APPROACH TABLE
42
TYPE
"A"
TYPE
"A"
TYPE
"C"
TYPE
"C"
TYPE
"C"
TYPE
"C"
TYPE
"C"
TYPE
"B"
TYPE
"C"
TYPE
"C"
HMA
MATERIAL
FOR ROADS
HMA MATERIAL
FOR ROADS,
WIDENING
BASE
385 #/Syd
TONS
TYPE
"C"
200 X 12 25 850.89 850.68
201 X 12 19 850.08 849.912Inlet, Type M-10
202 X
203 X 12 3 850.88 850.872Inlet, Type J-10
204 X
Pipe 1
Line "C"
101+00.00
101+00.00
101+00.00
102+00.00
102+00.00
Remove Existing Inlet
Remove Existing Inlet
205
206
103+05.93 X
X81+07.57 Adjust Casting to Grade
Adjust Casting to Grade
Line "A"
Line "C"
116th Rt. Turn Bypass
Spring Mill/Dorset
Roundabout
Alternate Bid
7061496599407 5
305 494 5591209
611168131278151
3974
268
75 217
TOTALS 27 81 712 1093 2705 1265 111 131 14 217343
50
50
50
N/A
N/A
N/A
7.0
7.0
7.0
198
1.8
1.0
1.2
2
1053
2225
Line "A"
Line "A"
6.6
3.3
0.6
1
1
1
51 68
144
144
ahall 1:30:36 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.SD01.dgn
JLT ASH
WHLWHL
N/A
N/A
25
SHEET SIGN &
POST SUMMARY
CITY OF
CARMEL
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
POSTSIGN
SHEET SIGN & POST SUMMARY
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
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.)
REINFORCED
2" x 2" x 12 ga.
0.080 0.100 0.080 0.100
21
4" x 21
4" x 12 ga.
1 2 TOTAL 1 2 TOTAL 1 2 TOTAL
UNREINFORCED
POST LENGTH (FT.)
REINFORCED
POST LENGTH (FT.)
REMARKS
42
Line " C "
100+50 Lt Ex. R1-2 10.5 10.5 Relocate Existing Sheet Sign On New Supports from Sta. 100+79 Lt.
101+35 Lt.Ex. W11-2 Relocate Existing Sheet Sign On New Supports from Sta. 101+30 Lt.
W16-7P 24x12 2.00 11.5 11.5 Sheet Sign Added to Existing Supports
102+60 Lt.R3-8 ( MOD )36x36 9.00 11.0 11.0
103+85 Lt.Ex. W2-6 No Change Required to Existing Sign and Supports
Ex. 13-1 ( 15 )No Change Required to Existing Sign and Supports
105+10 Lt.Ex. W11-2 No Change Required to Existing Sign and Supports
W16-7P 24x12 2.00 Sheet Sign Added to Existing Supports
107+60 Lt.Ex. W11-2 No Change Required to Existing Sign and Supports
W16-7P 24x12 2.00 Sheet Sign Added to Existing Supports
108+65 Lt.Ex. W3-2a No Change Required to Existing Sign and Supports
110+15 Lt.Ex. W2-6 No Change Required to Existing Sign and Supports
Ex. W13-1 ( 15 )No Change Required to Existing Sign and Supports
111+65 Lt.R3-8 ( MOD )36x36 9.00 New Sheet Sign On Existing Supports
Line " A "
75+20 Rt.W2-6 30x30 6.25
W16-8 ( Dorset )30x9 1.88
W13-1 ( 15 )18x18 2.25 12.5 12.5
77+15 Lt.R4-7 24x30 5.00 10.5 10.5
79+35 Rt.R1-2 36x36x36 3.90 10.5 10.5
79+45 Lt.D3-1 ( Spring Mill )57x10 Decorative Sign & Post
79+80 Rt.R6-1 36x12 3.00 7.0 7.0
79+85 Rt.R6-1 36x12 3.00 7.0 7.0
80+15 Lt.R6-1 36x12 3.00 7.0 7.0
80+25 Rt.R6-1 36x12 3.00 7.0 7.0
80+65 Lt.R1-2 36x36x36 3.90 10.5 10.5
80+65 Rt.D3-1 ( Spring Mill )57x10 Decorative Sign & Post
82+61 Rt.R4-7 24x30 5.00 10.5 10.5
84+50 Lt.W2-6 30x30 3.25
W16-8 ( Dorset )30x9 1.88
W13-1 ( 15 )18x18 2.25 12.5 12.5
ahall 1:30:41 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.SN01.dgn
JLT ASH
WHLWHL
N/A
N/A
26
SHEET SIGN &
POST SUMMARY
CITY OF
CARMEL
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
POSTSIGN
SHEET SIGN & POST SUMMARY
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
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.)
REINFORCED
2" x 2" x 12 ga.
0.080 0.100 0.080 0.100
TOTALS
21
4" x 21
4" x 12 ga.
1 2 TOTAL 1 2 TOTAL 1 2 TOTAL
UNREINFORCED
POST LENGTH (FT.)
REINFORCED
POST LENGTH (FT.)
REMARKS
42
Line S-1-A
18+50 Rt.W2-6 30x30 3.25
W16-8( Spring Mill )30x9 1.88
W13-1 ( 15 )18x18 2.25 12.5 12.5
19+50 Rt.R1-2 36x36x36 3.90 10.5 10.5
19+55 Lt.D3-1 ( Dorset )51x10 Decorative Sign & Post
20+70 Rt.D3-1 ( Dorset )51x10 Decorative Sign & Post
20+75 Lt.R1-2 36x36x36 3.90 10.5 10.5
20+85 Rt.W11-2 30x30 3.25
W16-7P 24x12 2.00 11.5 11.5
21+25 Lt.W11-2 30x30 3.25
W16-7P 24x12 2.00 11.5 11.5
22+25 Lt.W2-6 30x30 3.25
W16-8 ( Spring Mill )30x9 1.88
W13-1 ( 15 )18x18 2.25 12.5 12.5
TOTALS 59.00 45.60 197.0
ahall 1:30:46 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.SN02.dgn
JLT ASH
WHLWHL
N/A
N/A
27
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
EROSION CONTROL TABLE
CITY OF
CARMEL
LOCATION
STATION TO STATION
T
E
M
P
O
R
A
R
Y
S
I L T
F
E
N
C
E
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
S
S
T
R
A
W
B
A
L
E
S
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
R
E
V
E
T
M
E
N
T
R
I P
R
A
P
(TON)
T
E
M
P
O
R
A
R
Y
S
E
D
I M
E
N
T
T
R
A
P
(TON)
S
P
L
A
S
H
P
A
D
R
I
P
R
A
P
(TON)
S
E
E
D
M
I X
T
U
R
E
,
T
(lb)
M
U
L
C
H
I
N
G
M
A
T
E
R
I
A
L
(TON)
F
E
R
T
I
L
I Z
E
R
(TON)
T
E
M
P
O
R
A
R
Y
D
I
T
C
H
I
N
L
E
T
P
R
O
T
E
C
T
I O
N
EACH EACH
EROSION CONTROL TABLE
LOCATION
STATION TO STATION
T
E
M
P
O
R
A
R
Y
S
I L T
F
E
N
C
E
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
S
S
T
R
A
W
B
A
L
E
S
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
R
E
V
E
T
M
E
N
T
R
I P
R
A
P
(TON)
T
E
M
P
O
R
A
R
Y
S
E
D
I M
E
N
T
T
R
A
P
(TON)
S
P
L
A
S
H
P
A
D
R
I
P
R
A
P
(TON)
S
E
E
D
M
I X
T
U
R
E
,
T
(lb)
M
U
L
C
H
I
N
G
M
A
T
E
R
I
A
L
(TON)
F
E
R
T
I
L
I Z
E
R
(TON)
T
E
M
P
O
R
A
R
Y
D
I
T
C
H
I
N
L
E
T
P
R
O
T
E
C
T
I O
N
EACH
LOCATION
STATION TO STATION
T
E
M
P
O
R
A
R
Y
S
I L T
F
E
N
C
E
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
S
S
T
R
A
W
B
A
L
E
S
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
R
E
V
E
T
M
E
N
T
R
I P
R
A
P
(TON)
T
E
M
P
O
R
A
R
Y
S
E
D
I M
E
N
T
T
R
A
P
(TON)
S
P
L
A
S
H
P
A
D
R
I
P
R
A
P
(TON)
S
E
E
D
M
I X
T
U
R
E
,
T
(lb)
M
U
L
C
H
I
N
G
M
A
T
E
R
I
A
L
(TON)
F
E
R
T
I
L
I Z
E
R
(TON)
T
E
M
P
O
R
A
R
Y
D
I
T
C
H
I
N
L
E
T
P
R
O
T
E
C
T
I O
N
EACH
EROSION CONTROL TABLE EROSION CONTROL TABLE
T
E
M
P
O
R
A
R
Y
H
O
R
S
E
S
H
O
E
D
A
M
T
E
M
P
O
R
A
R
Y
C
U
R
B
I
N
L
E
T
P
R
O
T
E
C
T
I O
N
T
E
M
P
O
R
A
R
Y
H
O
R
S
E
S
H
O
E
D
A
M
T
E
M
P
O
R
A
R
Y
C
U
R
B
I
N
L
E
T
P
R
O
T
E
C
T
I O
N
T
E
M
P
O
R
A
R
Y
H
O
R
S
E
S
H
O
E
D
A
M
T
E
M
P
O
R
A
R
Y
C
U
R
B
I
N
L
E
T
P
R
O
T
E
C
T
I O
N
EACH EACHEACHEACHEACH
42
LINE C
100+53 Lt.104+45 Lt.453
101+00 Lt.2
102+00 Lt.2
104+40 Lt.1
LINE A
76+49 Lt.9
76+51 Rt.9
81+13 Rt.9
85+46 Lt.9
LINE S-1-A
80+77 Lt.1
TOTALS 453 36 1 5
ahall 1:30:51 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.EC03.dgn
116th STREET/ LINE "C"
28 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
100
00
100
50
101
00
100
00
100
50
101
00
100
00
50
100
00
101
850
860
870
830
840
870
860
850
840
850
860
870
Ac = 42 Af = 58
Vc = 0 Vf = 0
840
ahall 1:36:19 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSC.dgn
BEGIN CONSTRUCTION
STA. 100+14.69 LINE "C"
835.26 834.76 836.08
836.83
836.62
+
3
8
E
x
.
S
a
n
.
M .
H
.
+
4
2
.3
E
x
.
S
a
n
.
M
.
H
.
850.86 849.91 849.85 849.85
849.53
849.57
Str. No. 200 Str. No. 201 Str. No. 202
850.89
850.68
Prop. R/W
849.91 850.08
BEGIN CONSTRUCTION
STA. 100+14.69 LINE "C"
835.26 834.76 836.08
836.83
836.62
+
3
8
E
x
.
S
a
n
.
M .
H
.
+
4
2
.3
E
x
.
S
a
n
.
M
.
H
.
850.86 849.91 849.85 849.85
849.53
849.57
Str. No. 200 Str. No. 201 Str. No. 202
850.89
850.68
Prop. R/W
849.91 850.08
116th STREET/ LINE "C"
29 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
101
50
E
X
.
R
/
W
102
00
E
X
.
R
/
W
101
50
E
X
.
R
/
W
102
00
E
X
.
R
/
W
102
50
50
101
00
102
870
860
870
860
850
840
870
860
850
840
Ac = 25 Af = 3
Vc = 62 Vf = 56
Ac = 18 Af = 3
Vc = 40 Vf = 6
Ac = 15 Af = 4
Vc = 31 Vf = 6
850
840
ahall 1:36:20 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSC.dgn
850.87 850.58 850.58 850.33
Str. No. 203
Str. No. 204
850.88
850.87
850.87 850.58 850.58 850.33
Str. No. 203
Str. No. 204
850.88
850.87
116th STREET/ LINE "C"
30 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
103
00
E
X
.
R
/
W
103
50
E
X
.
R
/
W
104
00
E
X
.
R
/
W
103
00
E
X
.
R
/
W
103
50
E
X
.
R
/
W
104
00
00
103
50
103
00
104
850
860
860
850
850
860
840
Ac = 16 Af = 3
Vc = 29 Vf = 6
840
Ac = 13 Af = 1
Vc = 27 Vf = 4
Ac = 6 Af = 0
Vc = 18 Vf = 1
870
870
870
840
ahall 1:36:20 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSC.dgn
837.51 837.43
END CONSTRUCTION
STA. 104+41.64 LINE "C"
837.51 837.43
END CONSTRUCTION
STA. 104+41.64 LINE "C"
116th STREET/ LINE "C"
31 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
104
50
105
00
105
50
104
50
105
00
50
104
00
105
50
105
850
860
850
860
860
850
840
860
850
870
840
840
870
ahall 1:36:21 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSC.dgn
850.78 850.44
850.44 850.26
850.26
838.22
837.98
850.78 850.44
850.44 850.26
850.26
LINE "A"
32 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
75
00
75
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
76
00
850
860
870
880
Ac = 24 Af = 1
Vc = 0 Vf = 0
850
860
870
880
Ac = 26 Af = 0
Vc = 46 Vf = 1
850
860
870
880
Ac = 21 Af = 0
Vc = 44 Vf = 0
ahall 1:31:10 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
P
.G
.
8
6
6
.5
7
8
6
6
.5
7
BEGIN INCIDENTAL CONSTRUCTION
STA. 75+00.00 LINE "A"
8
6
6
.1
5
P
.
G
.
8
6
6
.1 5
BEGIN PROJECT
STA. 75+50.00 LINE "A"
8
6
5
.4
7
P
.
G
.
8
6
5
.
7
6
LINE "A"
33 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
76
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
77
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
77
50
850
860
870
880
Ac = 22 Af = 12
Vc = 39 Vf = 11
850
860
870
880
Ac = 25 Af = 36
Vc = 43 Vf = 44
850
860
870
880
Ac = 10 Af = 48
Vc = 32 Vf = 77
ahall 1:31:11 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
8
6
5
.
3
5
P
.
G .
8
6
5
.6
0
8
6
5
.4
9
P
.
G
.
8
6
5
.
6
5
8
6
5
.
6
6
P
.
G
.
8
6
5
.
9
3
P
.
G
.
8
6
5
.
9
3
LINE "A"
34 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
78
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
78
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
79
00
850
860
870
880
Ac = 29 Af = 38
Vc = 36 Vf = 79
850
860
870
880
Ac = 31 Af = 23
Vc = 55 Vf = 57
850
860
870
880
Ac = 45 Af = 7
Vc = 70 Vf = 28
ahall 1:31:11 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
8
6
6
.0
0
P
.
G
.
8
6
6
.
3
2
P
.
G
.
8
6
6
.
3
2
8
6
6
.5
8
P
.
G
.
8
6
6
.7
1
P
.
G
.
8
6
6
.7
1
8
6
7
.1 5
P
.
G
.
8
6
7
.
1
0
P
.
G
.
8
6
7
.
1
0
LINE "A"
35 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
79
25
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
79
50
80
00
850
860
870
880
Ac = 0 Af = 0
Vc = 21 Vf = 3
850
860
870
880
Ac = 0 Af = 0
Vc = 0 Vf = 0
850
860
870
880
ahall 1:31:12 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
8
6
7
.
3
2
P
.
G
.
8
6
7
.
2
9
P
.
G
.
8
6
7
.
2
9
8
6
7
.4
6
8
6
7
.7
4
LINE "A"
36 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
80
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
80
75
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
81
00
850
860
870
880
Ac = 1 Af = 0
Vc = 0 Vf = 0
850
860
870
880
Ac = 56 Af = 8
Vc = 1 Vf = 0
850
860
870
880
Ac = 45 Af = 10
Vc = 47 Vf = 8
ahall 1:31:12 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
8
6
8
.
1
8
8
6
8
.
4
5
P
.
G
.
8
6
8
.
4
6
P
.
G
.
8
6
8
.
4
6
8
6
8
.7
0
P
.
G
.
8
6
8
.6
6
P
.
G
.
8
6
8
.6
6
LINE "A"
37 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
81
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
82
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
82
50
850
860
870
880
Ac = 39 Af = 11
Vc = 78 Vf = 19
850
860
870
880
Ac = 22 Af = 18
Vc = 57 Vf = 27
850
860
870
880
Ac = 13 Af = 18
Vc = 32 Vf = 34
ahall 1:31:13 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
8
6
8
.
7
8
P
.
G
.
8
6
8
.9
8
P
.
G
.
8
6
8
.9
8
8
6
8
.5
7
P
.
G
.
8
6
9
.
1
5
P
.
G
.
8
6
9
.
1
5
8
6
8
.4
1
P
.G
.
8
6
9
.
1
9
P
.G
.
8
6
9
.
1
9
LINE "A"
38 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
83
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
83
50
84
00
850
860
870
880
Ac = 24 Af = 0
Vc = 34 Vf = 17
850
860
870
880
Ac = 35 Af = 0
Vc = 55 Vf = 0
850
860
870
880
Ac = 36 Af = 0
Vc = 65 Vf = 0
ahall 1:31:13 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
8
6
8
.7
3
P
.
G
.
8
6
9
.
0
8
8
6
8
.
7
8
P
.
G
.
8
6
8
.9
3
8
6
8
.
8
2
P
.
G
.
8
6
8
.
8
6
LINE "A"
39 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
84
50
85
00
85
50
850
860
870
880
Ac = 34 Af = 0
Vc = 65 Vf = 0
850
860
870
880
Ac = 32 Af = 0
Vc = 61 Vf = 0
850
860
870
880
ahall 1:31:14 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.XSA.dgn
8
6
8
.8
3
P
.
G
.
8
6
8
.
8
4
END PROJECT
STA. 85+00.00 LINE "A"
8
6
8
.
9
0
P
.
G
.
8
6
8
.
9
0
END INCIDENTAL CONSTRUCTION
STA. 85+50.00 LINE "A"
LINE "S-1-A"
40 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
18
50
E
X
.
R
/
W
E
X
.
R
/
W
19
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
19
50
850
860
870
880
850
860
870
880
Ac = 26 Af = 1
Vc = 0 Vf = 0
850
860
870
880
Ac = 19 Af = 2
Vc = 42 Vf = 3
BEGIN CONSTRUCTION
STA. 19+00.00 LINE "S-1-A"
8
6
6
.
2
4
P
.
G .
8
6
6
.4
4
END CONSTRUCTION
STA. 19+60.64 LINE "S-1-A"
8
6
6
.9
9
P
.
G .
8
6
7
.
6
7
P
.
G .
8
6
7
.
6
7
LINE "S-1-A"
41 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
20
00
20
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
21
00
850
860
870
880
850
860
870
880
850
860
870
880
Ac = 17 Af = 9
Vc = 0 Vf = 0
BEGIN CONSTRUCTION
STA. 20+65.52 LINE "S-1-A"
8
6
6
.9
0
P
.G
.
8
6
7
.
1
9
P
.G
.
8
6
7
.
1
9
LINE "S-1-A"
42 42
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
21
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
22
00
E
X
.
R
/
W
E
X
.
R
/
W
22
50
850
860
870
880
Ac = 31 Af = 8
Vc = 44 Vf = 16
850
860
870
880
Ac = 0 Af = 1
Vc = 29 Vf = 8
850
860
870
880
Ac = 0 Af = 1
Vc = 0 Vf = 2
8
6
6
.8
1
P
.
G
.
8
6
6
.
3
0
P
.
G
.
8
6
6
.
3
0
8
6
6
.5
6
P
.
G
.
8
6
5
.
7
6
P
.
G
.
8
6
5
.
7
6
END CONSTRUCTION
STA. 22+50.00 LINE "S-1-A"
8
6
6
.1 3
P
.
G
.
8
6
5
.4
0
P
.
G
.
8
6
5
.4
0
1"= 4’
WHL WHL
ASHKDS
N/A
SPRING MILL ROAD / LINE "A"
AB-1
ALTERNATE BID
AB-12
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
TYPICAL CROSS SECTION
CITY OF
CARMEL
08-03
Line "A"
2%
K
Exist. Ground
Varies
26
SPRING MILL ROAD TYPICAL SECTION
Median
Median
K
4’-0"
Exist. Ground
2%
Existing
Sidewalk
Northbound
6"
15
15
26
Profile Grade Profile Grade
1’-0"
17 17
Varies
26
Sta. 82+64.00 to Sta. 90+96.47 "A"
16’-6"16’-6"
Southbound
3
:1
2%2%
1’-0"6"
3:1
2’-0"6’-6"
1’-6"
2’-0"
2%2%
ahall 1:31:27 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.TY01.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
K
25 Seeding
17 Concrete Curb and Gutter, Type II
19 Concrete Curb and Gutter, Type III
G
14
15W165 #/Syd. HMA Type "C" Surface 9.5 mm on
220 #/Syd. HMA Type "C" Intermediate 19.0 mm on
360 #/Syd. HMA Type "C" Base 25.0 mm on
350 #/Syd. HMA Type "C" Intermediate OG 19.0 mm on
385 #/Syd. HMA Type "C" Base 25.0 mm on
Compacted Subgrade
165 #/Syd. HMA Type "C" Surface 9.5 mm on
275 #/Syd. HMA Type "C" Intermediate 19.0 mm on
330 #/Syd. HMA Type "B" Base 25.0 mm on
300 #/Syd. HMA Type "C" Intermediate OG 19.0 mm on
330 #/Syd. HMA Type "B" Base 25.0 mm on
Compacted Subgrade
R 165 #/Syd. HMA, Type "C" Surface on
1.5" Surface Milling
O
Modified Roll Curb
Straight Concrete Curb
13" Compacted Aggregate, No. 53
110 #/Syd. HMA Surface, Type "A", on
330 #/Syd. HMA Intermediate Type "A" on
5" Compacted Aggregate, No. 53, Base on
Compacted Subgrade
13 Roll Curb
26 Sodding
PLAN AND PROFILE
SPRING MILL ROAD/ LINE "A"
AB-2 AB-12
7/1/08
V
C
S
V
C
S
V
C
S
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
ASH
KDSWHL
CITY OF
CARMEL
1" = 30’
1" = 10’
KDS
08-03
42
Keith A. & Cynthia B. Reissaus
Debra E. Pelletiere John J. & Paula D. Williams Hobert & Sharon K. Fisher
Michael L. Holtsclaw &
Deborah Osborne Holtsclaw
Westpark Homeowners Assoc Inc.Govinda J. & Nadica G. Weerakkody Rory J. & Gloria J. Clouse Edward C. Childs
Lot 6
Lot 5
Lot 4 Lot 3 Lot 2
Lot 1
Lot 8
Lot 4 Lot 3 Lot 2
75+00
Line "A"
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
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Lot 27
Michael C. & Sherry L. Callas
Lawrence A. &
Amy D. Maurer
Havard Eric &
Nancy K. Smith
Thomas J. &
Kathleen A.
Mark
880
870
860
850
840
880
870
860
840
850
Constr. Limits
Constr. Limits
C
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Constr. Limts
Constr. Limits
C
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s
TBM #1005 RR Spike W. Side of Spring
Mill Rd. 120’ S. of Dorset Blvd.
ELEV. 872.25
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.
L
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s
Constr. Limts
L
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"S
-
1
-
A
"
P.O.T. 80+06.78 LINE "A"
= P.I. 20+00.00 LINE "S-1-A"
ALTERNATE BID
+0.60%+0.36%
+00
866.65
+00
867.25
+50
867.43
Grade of 2’ Bottom Ditch Rt. (Plotted 10’ below datum)
BEGIN INCIDENTAL CONSTRUCTION -
ALTERNATE BID
STA. 81+76.78 LINE "A"
BEGIN CONSTRUCTION -
ALTERNATE BID
STA. 82+64.00 LINE "A"
EARTHWORK BALANCE
Fill + 25%
Common Excavation
Unclassified Excavation
Rock Excavation
Waste
876 CYS
974 CYS
-- CYS
-- CYS
508 CYS
Concrete Curb Ram p (Type is
Indicated by Letter Inside Hexagon)
_
G 26 Sodding
19 Curb and Gutter Type III
Multi-Use Path (See Typical Sections)
W Full Depth Pavemnet (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
Curb and Gutter Type II17
Seeding25
E
T
T
V
T
V
T
V
T
W
V
W
V
W
V
W
V
W
W
S
S
12" PVC
12" PVC
12" PVC
1
2
"
C
M
P
1
2
"
C
M
P
1
5
"
R
C
P
Walk
Planter
Planter
Walk
WalkWalk
Grass
Grass
Grass
W a
l k
Grass
Grass
G r a
s
s
G r a
s
s
W a
l k
-1.00%+0.78%
+0.78%-0.36%
P.V.I. STA. 76+50.00
P.V.I. ELEV. 865.15
200.00’ V.C.
P.V.I. ELEV. 869.44
P.V.I. STA. 82+00.00
200.00’ V.C.
Profile Grade
BEGIN PROJECT
STA. 75+50.00 LINE "A"
ELEV. 866.15
BEGIN PROFILE
STA. 80+56.53 LINE "A"
ELEV. 868.32
END PROFILE
STA. 79+53.20 LINE "A"
ELEV. 867.51
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3
ahall 1:31:37 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.PP03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
PLAN AND PROFILE
LINE "A"
AB-3 AB-12
7/1/08
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
ASH
KDSWHL
CITY OF
CARMEL
1" = 30’
1" = 10’
KDS
08-03
Line "A"
Lawrence A. & Amy D. Maurer
Samuel C. & Michelle Kim
David A. & Ann S. Perk Gerald & Cynthia Raines
Michael C. & Sherry L. Callas
Alireza Hessaraki
Daniel F. & Dale B. Westlake
Garrick A. Maurer &
Karen A. Tucker JT/RS
Lot 27
Lot 59
Lot 58 Lot 57
Lot 73
Lot 80
Lot 81
Lot 82
85+00
App. Exist. R/W
App. Exist. R/W
Lot 79
Lot 74
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
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Lot 56
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i g
n
James R. Keating &
Cheryl Becker Keating
Lot 87
James D. &
Mimi Marie Clark
880
890
870
860
850
840
890
880
870
860
850
840
Constr. Limits
Constr. Limts
ALTERNATE BID
END INCIDENTAL CONSTRUCTION -
ALTERNATE BID
STA. 92+28.54 LINE "A"
END CONSTRUCTION -
ALTERNATE BID
STA. 90+96.47 LINE "A"
T
W
V
W
V
S
S
12" PVC
12" PVC
12" PVC
1
2
"
R
C
P
1
5
"
R
C
P
12" RCP
1
2
"
R
C
P
Grass Grass
Woods
Woods
Grass
-0.36%+0.18%
Profile Grade
+0.18%
+0.83%
+0.18%
P.V.I. ELEV. 871.11
200.00’ V.C.
P.V.I. STA. 90+00.00
P.V.I. STA. 88+00.00
P.V.I. ELEV. 869.44
200.00’ V.C.
P.V.I. STA. 84+00.00
P.V.I. ELEV. 868.72
200.00’ V.C.
END PROFILE
STA. 91+00.00 LINE "A"
ELEV. 871.29
8
6
8
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8
6
8
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8
6
8
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84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00
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6
ahall 1:31:48 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.PP04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
CONSTRUCTION DETAILS
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
Ming H. & Kuei F. Huang
Brad W. Bryce
Jeffrey A. & Karen S. Grund
Michael C. & Sherry L. Callas
Samuel C. & Michelle Kim
Alireza Hessaraki
Line "A"
Daniel F. & Dale B.
Westlake
8
5
SPRING MILL ROAD/ LINE "A"WHL WHL
KDS ASH
David A. & Ann S.
Perk
2
0
0
.0
0
’
R
.
2
0
0
.
0
0
’
R .
2
0
0
.
0
0
’
R
.
4
0
0
.0
0
’
R
.
AB-4
BEGIN INCIDENTAL CONSTRUCTION -
ALTERNATE BID
STA. 81+76.78 LINE "A"
BEGIN CONSTRUCTION -
ALTERNATE BID
STA. 82+64.00 LINE "A"
Lawrence A. &
Amy D. Maurer
ALTERNATE BID
AB-12
7/1/08
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
App. Exist. R/W
Lot 72
App. Exist. R/W
Lot 71
Lot 26 Lot 27
Lot 73
Lot 59
Lot 58
Lot 79Lot 74
Lot 80
Lot 81
App. Exist. R/W
K
K
26
15
1
6
’-
6
"
1
6
’-
6
"
8
’-
0
"
17
17
15
17
17
15
15
+
3
3
+3 3
+
5
0
+
50
+
5
3
.2
6
+
6
6
.5
6
+
0
8
.3
4
+
2
1
.6
3
+
5
3
.8
2
+
6
7
.1 1
+
8
9
.7
0
+
1
0
.2
6
+
4
3
K
Constr. Limits Constr. Limits
Constr. Limits
Constr. Limits
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
Adjust Casting to Grade
Note:Line, Thermoplastic, Solid, White, 4in Edge line and Line,
Thermoplastic, Solid, Yellow, 4in Edge Line are Required
Along Spring Mill Road from Sta. 81+76.78 to Sta.
92+28.59 Line "S-1-A".
V
T
W
V
S
12" PVC
1
2
"
R
C
P
F Concrete Curb Ram p (Type is
Indicated by Letter Inside Hexagon)
_
G
19
15Multi-Use Path (See Typical Sections)
W Full Depth Pavemant (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
K Full Depth Pavement (See Typical Sections)
Sidewalk, Concrete 4"
13
Curb and Gutter Type II17
Sodding26Straight Concrete Curb
Curb and Gutter Type III
O 13" Compacted Aggregate, No. 53 14 Modified Roll Curb
Roll Curb
ahall 1:31:58 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.CD05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
CONSTRUCTION DETAILS
SPRING MILL ROAD/ LINE "A"WHL WHL
KDS ASH
3
0
1 .5 0
’ R .
3
0
0
.0
0 ’ R .
AB-5 AB-12
7/1/08
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
CITY OF
CARMEL
1" = 20’
N/A
08-03
SEC. 26, T 18 N, R 3 E
HAMILTON COUNTY
SEC. 27, T 18 N, R 3 E
HAMILTON COUNTY
Spring Mill Road
App. Exist. R/W
App. Exist. R/W
Lot 81
Line "A"
Daniel F. & Dale B.
Westlake
9
0
Lot 58 Lot 57 Lot 56 Lot 55 Lot 85 Lot 84
Lot 82
Lot 83
Lot 84 Lot 85
Lot 86 Lot 87
Lot 88
A
p
p
.
A
p
p
.
A p
p
.
A
p
p
.
A
p
p
.
A
p
p
.
A p
p
.
A p
p
.
A p
p
.
A p
p
.
A
p
p
.
App.
26
K
K
David A. & Ann S. Perk
Gerald & Cynthia Raines Todd R. & Linda G. Lugar David J. & Miriam A. Dant Jt/Rs
Karen E. Fuller
trustee w/L/e
Lonnie & Carolyn Langston
Garrick A. Maurer & Karen A. Tucker JT/RS
John M. & Cassandra L. Steffen Robert L. & Patricia L. Moss
Shehla M. & Moazzm Habib James R. Keating & Cheryl Becker Keating James D. & Mimi Marie Clark
Todd A. & Tamra A. Darby, Co
Trustees of
Darby Revocable Living Trust
1 6
’-
6
"
1 6
’-
6
"
8
’-
0
"
15
15
17
26
17
17
17
15
15
Constr. Limits
Constr. Limits
ALTERNATE BID
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
Modified Curb Turnout Req’d
+8 0
+
8
0
+
1
0
+10
END PROJECT - ALTERNATE BID
STA. 90+96.47 LINE "A"
END INCIDENTAL CONSTRUCTION -
ALTERNATE BID
STA. 92+28.59 LINE "A"
R
+
8
6
.8
3
+
4
2
.
9
7
+
5
2
.4
6
+
9
6 .4
7
+
8
0
Adjust Casting to Grade
Sign Relocation Req’d
Note:Line, Thermoplastic, Solid, White, 4in Edge line and Line,
Thermoplastic, Solid, Yellow, 4in Edge Line are Required
Along Spring Mill Road from Sta. 81+76.78 to Sta.
92+28.59 Line "S-1-A".
+
5
0
.6
5
T
W
V
S
12" PVC
12" PVC
1
2
"
R
C
P
1
5
"
R
C
P
12" RCP
F Concrete Curb Ram p (Type is
Indicated by Letter Inside Hexagon)
_
G
19
15Multi-Use Path (See Typical Sections)
W Full Depth Pavemant (See Typical Sections)
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
R
K Full Depth Pavement (See Typical Sections)
Sidewalk, Concrete 4"
13
Curb and Gutter Type II17
Sodding26Straight Concrete Curb
Curb and Gutter Type III
O 13" Compacted Aggregate, No. 53 14 Modified Roll Curb
Roll Curb
ahall 1:32:07 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.CD06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
S
IONAL ENGIN
E E R
10504704
W ING H.
L
A
U
LINE "A" - ALTERNATE BID
AB- 6 AB-12
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
81
00
E
X
.
R
/
W
E
X
.
R
/
W
81
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
82
00
ALTERNATE BID
860
870
880
850
860
870
880
Ac = 43 Af = 10
Vc = 0 Vf = 0
850
860
870
880
Ac = 25 Af = 17
Vc = 64 Vf = 26
ahall 1:32:17 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.XSA.dgn
BEGIN INCIDENTAL CONSTRUCTION
(ALTERNATE BID)
STA. 81+76.78 LINE "A"
P
.
G
.
8
6
8
.9
8
P
.
G
.
8
6
8
.9
8
Elev 866.95
P
.
G
.
8
6
9
.0
8
P
.G
.
8
6
9
.
1
3
Elev 867.25
LINE "A" - ALTERNATE BID
AB- 7 AB-12
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
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R
/
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E
X
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R
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W
E
X
.
R
/
W
82
50
E
X
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R
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W
E
X
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R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
83
00
E
X
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R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
83
50
ALTERNATE BID
860
870
880
Ac = 9 Af = 27
Vc = 32 Vf = 41
850
860
870
880
Ac = 14 Af = 24
Vc = 22 Vf = 47
850
860
870
880
Ac = 24 Af = 18
Vc = 36 Vf = 39
ahall 1:32:17 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.XSA.dgn
BEGIN CONSTRUCTION
(ALTERNATE BID)
STA. 82+64.00 LINE "A"
P
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8
6
9
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1
8
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8
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3
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3
LINE "A" - ALTERNATE BID
AB- 8 AB-12
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
84
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
84
50
E
X
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R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
85
00
ALTERNATE BID
860
870
880
Ac = 27 Af = 20
Vc = 48 Vf = 35
850
860
870
880
Ac = 27 Af = 24
Vc = 51 Vf = 40
850
860
870
880
Ac = 27 Af = 24
Vc = 50 Vf = 44
ahall 1:32:18 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.XSA.dgn
P
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8
6
8
.
8
5
P
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8
6
8
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8
5
P
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8
6
8
.8
4
P
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8
4
P
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8
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0
P
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8
6
8
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0
LINE "A" - ALTERNATE BID
AB- 9 AB-12
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
85
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
86
00
E
X
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R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
86
50
ALTERNATE BID
860
870
880
Ac = 25 Af = 22
Vc = 48 Vf = 42
850
860
870
880
Ac = 26 Af = 20
Vc = 47 Vf = 39
850
860
870
880
Ac = 31 Af = 19
Vc = 52 Vf = 36
ahall 1:32:18 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.XSA.dgn
P
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8
6
8
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9
9
P
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8
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9
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P
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9
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0
8
P
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.1 7
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LINE "A" - ALTERNATE BID
AB- 10 AB-12
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
87
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
87
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
88
00
ALTERNATE BID
860
870
880
Ac = 30 Af = 17
Vc = 57 Vf = 33
850
860
870
880
Ac = 27 Af = 19
Vc = 53 Vf = 34
850
860
870
880
Ac = 25 Af = 18
Vc = 48 Vf = 34
ahall 1:32:19 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.XSA.dgn
P
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8
6
9
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2
6
P
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8
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2
6
P
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8
6
9
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3
9
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3
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9
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6
0
P
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6
0
AB- 11
LINE "A" - ALTERNATE BID
AB-12
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
88
50
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
89
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
89
50
ALTERNATE BID
860
870
880
Ac = 22 Af = 19
Vc = 44 Vf = 33
850
860
870
880
Ac = 22 Af = 18
Vc = 41 Vf = 34
850
860
870
880
Ac = 24 Af = 19
Vc = 43 Vf = 34
ahall 1:32:20 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.XSA.dgn
P
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8
6
9
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0
P
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8
6
9
.9
0
P
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G
.
8
7
0
.2
7
P
.
G
.
8
7
0
.2
7
P
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8
7
0
.6
5
P
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G .
8
7
0
.6
5
AB-12AB-12
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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" = 10’
1" = 10’
CITY OF
CARMEL
CROSS SECTIONSKDSVMS
WHL KDS
08-03
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
90
00
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
E
X
.
R
/
W
90
50
E
X
.
R
/
W
E
X
.
R
/
W
91
00
860
870
880
Ac = 27 Af = 18
Vc = 47 Vf = 34
850
860
870
880
890
Ac = 31 Af = 18
Vc = 54 Vf = 34
850
860
870
880
890
Ac = 40 Af = 9
Vc = 66 Vf = 25
ALTERNATE BID
ahall 1:32:20 PM7/1/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.ALT.XSA.dgn
P
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0
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4
P
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G
.
8
7
1
.
1
6
P
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.
8
7
1
.1
6
END PROJECT
(ALTERNATE BID)
STA. 90+96.47 LINE "A"
P
.G
.
8
7
1
.2
9
P
.G
.
8
7
1
.2
9
END INCIDENTAL CONSTRUCTION
(ALTERNATE BID)
STA. 92+28.54 LINE "A"