HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 2012-04-02T 18 N
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Duke Energy
Vectren
ELECTRIC:
GAS:
WATER & SEWER:
Bright House
CABLE TELEVISION:
AT&T Indiana
TELEPHONE:
City of Carmel Water Utilities
UTILITIES
PROJECT LOCATION
W 116th St
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W 106th St
W 111th St
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E 106th St
E 111th St
Will Creek A m e s R u n
Elliot
Creek
W i l l i a m s C r e e k
Center Creek
Clay Creek
Spring
Mill
Run
Well Run
Carmel Creek
PROJECT LOCATION
E 116th St
M o n o n T r a i l
FIBER OPTIC:
Clay Twp. Regional Waste District
Indiana Fiber Network
Comcast IPL
INDIANAPOLIS, IN 46256-3957
www.structurepoint.com
TEL 317.547.5580 FAX 317.543.0270
7260 SHADELAND STATION
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04/02/2012 Revised Sheets 19-20, 40-45
sbalog 9:48:28 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TS.01.dgn
LOCATION MAP
CITY OF CARMEL
PROJECT NO. 11-09
PLANS PREPARED BY:
1-800-382-5544
"IT’S THE LAW"
HOLEY MOLEY SAYS
"DON’T DIG BLIND"
LORI WATSON - MEMBER
BOARD OF PUBLIC WORKS AND SAFETY
MARY ANNE BURKE - MEMBER
JAMES BRAINARD, MAYOR - CHAIRMAN
APPROVED BY:
ILLINOIS STREET EXTENSION
PROJECT LETTING DATE: 04-18-2012
P
R
O
J
E
C
T
N
O
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1
1
-0
9
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sbalog 9:48:28 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TS.01.dgn
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2012, INDOT
SUPPLEMENTAL SPECIFICATIONS.
SHEET NO.
TYPICAL CROSS SECTIONS
INDEX OF DRAWINGS
TITLE SHEET & INDEX 1
NOT TO SCALE
3
2
1
CONSTRUCTION DETAILS
PAVEMENT MARKING & SIGNING DETAILS
CERTIFIED BY:DATE
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
CALL 2 WORKING DAYS BEFORE YOU DIG
DESIGNED:CHECKED:
DRAWN:CHECKED:
TOPOGRAPHIC SURVEY BY:
FIRM NAME:
ADDRESS:
CITY/STATE:
PHONE:
CONTACT:
NO.DATE REVISIONS APPR.BY
PLAT N0. 1
JSB
AJE
KGJ
JSB
AMERICAN STRUCTUREPOINT
7260 SHADELAND STATION
INDIANAPOLIS, IN
317-547-5580
JOHN HOOD
03/28/2012
8MISCELLANEOUS DETAILS
GEOMETRIC TIE UP SHEETS
24SUPERELEVATION TRANSITION DIAGRAM
2-7
9-10
11-13
25-34
46-54
CROSS SECTIONS
MISCELLANEOUS TABLES
64-124
35-36
14-23ROAD PLAN & PROFILES
DETOUR PLANS
40-45
37-39SPOT ELEVATION DETAILS
EROSION CONTROL DETAILS
60-63STRUCTURE DATA TABLE
55
APPROACH TABLE 56
UNDERDRAIN TABLES 57-59
FINAL
CONSTRUCTION
DOCUMENTS
CLAY
Attn: John Duffy
317.571.2443
Carmel In 46032
760 Third Ave Sw
Attn: Ryan Hartman
317.844.9200
Indianapolis In 46280
10701 N College Ave
Attn: Greg Cammack
317.252.51341
Indianapolis In 46220
5858 N College Ave
Attn: Bill Moore
317.774.3384
Noblesville, In 46060
Suite 1600
9750 East 150Th Street
Attn: Joe Evans
317.339.9075
Indianapolis In 46218
3030 Roosevelt Ave
Attn: Cindy Rowland
317.776.5341
Noblesville, In 46062
100 S. Mill Creek Rd..
Attn: Don Perdue
317.776.5544
Noblesville, In 46061
P.O. Box 1700
16000 Allisonville Road
Attn: Shawn Wright
317.777.7119
Indianapolis In 46268
5520 W 76Th Street
ATTN: RHONDA WILLIAMS
317.261.5203
INDIANAPOLIS IN 46221
1230 W. MORRIS ST.
31
INTERSTATE
465
No.
STATE OF
ANAIDNI
DERETSIGER
R E ENIGNE LANOI
S
S
EFO
R
P
10505104
GOLAB LEUMAS .J
ROUNDABOUT - 111th STREET & ILLINOIS STREET
See Roundabout Spot Elevations for Grading Details
ILLINOIS STREET
17+36.11 "PR-A" TO 33+73.01 "PR-A"
ILLINOIS STREET
33+73.01 "PR-A" TO 36+03.27 "PR-A"
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:16 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.01.dgn
TYPICAL CROSS SECTIONS 2
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:16 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.01.dgn
11-09
124
03/28/2012
3:1
3:1
9’-0"9’-0"
Profile Grade Profile Grade
2%
2%
2%2%2%2%2%
2%
Existing GroundExisting Ground
2’-0"2’-0"
2’-0"2’-0"
K15
17
F2 18 18
F2
17
K 15
UU
Line "PR-A"
Line "PR-A"
3:1
Profile Grade Profile Grade
2%
2%2%2%2%
2%
Existing Ground
VariesVaries
*** See Geometric Tie-Up sheet For Details
******
***
Line "PR-A"
************
2%2%
2’-0"U
2’-0"U
2’-0"U
2’-0"U
2’-0"2’-0"
F1
F1
K
K K
K 15
1515
15
16 16
16 1626
Varies Varies Varies Varies
26
26
2%F1 12:1
26
2’-0"
Lane
16’-0"
Lane
16’-0"
Truck Apron
6’-0"
Truck Apron
6’-0"
Lane
16’-0"
Lane
16’-0"
2’-0"
Note: No Path from 33+73.01 to 35+57.15
4%4%
O1 O1
16" Chemical Soil Modification 16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification16" Chemical Soil Modification
1’-0"
Multi-Use Path
10’-0"
8’-0"
Lane
12’-0"
Lane
12’-0"
Median
18’-0"
Lane
12’-0"
Lane
12’-0"
4’-0"
3:1 3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
Note: Ditch from 23+60.00 to 35+85.00
2%
1’-0"
Multi-Use Path
10’-0"
8’-0"
Lane
Varies
Lane
Varies
Splitter Island
Varies
Lane
Varies
Lane
Varies
8’-0"
Multi-Use Path
10’-0"
1’-0"
2’-0"2’-0"
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
K
U
15
F1
F2
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18
5" Compacted Aggregate, No. 53, Base
330 #/Syd. HMA Intermediate, Type "A", on
110 #/Syd. HMA Surface, Type "A", on
Multi-Use Path
Decorative PCCP, 7"
330 #/Syd. HMA, Base, Type C
250 #/Syd. HMA, Intermediate, OG, Type C, on
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
Barrier Curb
Modified Roll Curb
6" Underdrain
K1
605 #/Syd. HMA, Base, Type C
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O Compacted Aggregate, No. 53
R
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type "C", on
O1
No. 53, Base
Compacted Aggregate,
K2
6" Compacted Aggregate, No. 53, Base
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O2
No. 8
Coarse Aggregate,
e
ILLINOIS STREET
37+44.01 "PR-A" TO 39+41.05 "PR-A"
ILLINOIS STREET
42+90.00 "PR-A" TO 45+24.00 "PR-A"
39+41.05 "PR-A" TO 40+20.00 "PR-A"
max. = 4.0%
e
ILLINOIS STREET
45+24.00 "PR-A" TO 47+60.00 "PR-A"
40+20.00 "PR-A" TO 42+90.00 "PR-A"
max. = 4.0%
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.02.dgn
TYPICAL CROSS SECTIONS 3
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.02.dgn
11-09
124
03/28/2012
9’-0"9’-0"
Line "PR-A"
e%e%
e%e%
* See Superelevation Diagram For Details
Profile Grade Profile Grade2%
2%2%
2%
VariesVaries
*** See Geometric Tie-Up sheet For Details
******
***
Line "PR-A"
************
2%2%
2’-0"U
2’-0"U
2’-0"U
2’-0"2’-0"U
K
KK
K
16
16 1615
15
15
15
1626
3:1
3:1
9’-0"9’-0"
2%
2%
Existing Ground
Existing Ground
Line "PR-A"
e%e%
e%e%
* See Superelevation Diagram For Details
e%
Turn Lane
12’-0"
Median
6’-0"
Varies K
K
16
15 16 15
2’-0"U
U
2’-0"
Axis of Rotation
Profile Grade &]
Axis of Rotation
Profile Grade &]
Profile Grade +0.72’ *
4%4%
1
2 2
1
2
* See Superelevation Diagram For Details
Profile Grade + from 39+10.00 to 39+41.05
3 4
3
4
Varies from 18’ at 45+24.00 to 6’ at 46+24.00
Varies from 18’ at 40+20.00 to 6’ at 41+20.00
Varies from 0’ at 45+24.00 to 12’ at 46+24.00
Varies from 0’ at 40+20.00 to 12’ at 41+20.00
e% from 39+10.00 to 39+41.05
+
+
++
++
+
++15
16
From 46+95.00 to 47+60.00
From 39+41.05 to 39+75.00
No Curb From 46+87.47 to 48+28.27
From 46+95.00 to 47+60.00
From 39+41.05 to 39+75.00
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification
4’-0"
Lane
12’-0"
Lane
12’-0"
18’-0"
Lane
12’-0"
Lane
12’-0"
9’-0"
4’-0"
Lane
12’-0"
Lane
12’-0"
Median
18’-0"
Lane
12’-0"
Lane
12’-0"
9’-0"
4’-0"
Lane
Varies
Lane
Varies
Splitter Island
Varies
Lane
Varies
Lane
Varies
9’-0"
3:1
Existing Ground
2%
3:1
Existing Ground
2%
3:1
2%
Existing Ground
3:1
2%
Existing Ground
Profile Grade + *
2’-0"2’-0"
16" Chemical Soil Modification
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
K
U
15
F1
F2
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18
5" Compacted Aggregate, No. 53, Base
330 #/Syd. HMA Intermediate, Type "A", on
110 #/Syd. HMA Surface, Type "A", on
Multi-Use Path
Decorative PCCP, 7"
330 #/Syd. HMA, Base, Type C
250 #/Syd. HMA, Intermediate, OG, Type C, on
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
Barrier Curb
Modified Roll Curb
6" Underdrain
K1
605 #/Syd. HMA, Base, Type C
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O Compacted Aggregate, No. 53
R
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type "C", on
O1
No. 53, Base
Compacted Aggregate,
K2
6" Compacted Aggregate, No. 53, Base
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O2
No. 8
Coarse Aggregate,
ILLINOIS STREET
48+41.00 "PR-A" TO 50+44.00 "PR-A"
ILLINOIS STREET
50+44.00 "PR-A" TO 53+80.00 "PR-A"
ILLINOIS STREET
53+80.00 "PR-A" TO 201+20.14 "PR-A"
47+60.00 "PR-A" TO 48+41.00 "PR-A"
199+52.80 "PR-A" AH
54+23.54 "PR-A" BK =
Sta. Eq:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.03.dgn
TYPICAL CROSS SECTIONS 4
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.03.dgn
11-09
124
03/28/2012
9’-0"9’-0"
Profile Grade Profile Grade
2%2%2%2%
Line "PR-A"
Median
6’-0"
Turn Lane
12’-0"
Varies2%K K 1515
16 16
2’-0"U 2’-0"U
9’-0"9’-0"
Profile Grade Profile Grade2%
2%2%2%2%
2%
Line "PR-A"
2’-0"U 2’-0"U
2’-0"2’-0"
KK
16 16
15 15
26
9’-0"9’-0"
Profile GradeProfile Grade
2%2%2%2%
Line "PR-A"
Median
6’-0"
Turn Lane
12’-0"
Varies 2%
2’-0"U2’-0"U
1515
16 16
87
7
8
Varies from 12’ at 49+44.00 to 0’ at 50+44.00
Varies from 6’ at 49+44.00 to 18’ at 50+44.00
5
6
Varies from 18’ at 53+80.00 to 6’ at 200+09.26
65
Varies from 0’ at 53+80.00 to 12’ at 200+09.26
KK
Note: No Curb from 46+87.47 to 48+28.27
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification 16" Chemical Soil Modification
3:1 Existing Ground
2%
Existing Ground
2%
3:1
2%
3:1
Existing Ground
2%
3:1
Existing Ground
3:1 Existing Ground
2%
3:1 Existing Ground
2%
9’-0"
Lane
12’-0"
Lane
12’-0"
18’-0"
Lane
12’-0"
Lane
12’-0"
4’-0"
4’-0"
Lane
12’-0"
Lane
12’-0"
18’-0"
Lane
12’-0"
Lane
12’-0"
9’-0"
4’-0"
Lane
12’-0"
Lane
12’-0"
Median
18’-0"
Lane
12’-0"
Lane
12’-0"
9’-0"
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
K
U
15
F1
F2
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18
5" Compacted Aggregate, No. 53, Base
330 #/Syd. HMA Intermediate, Type "A", on
110 #/Syd. HMA Surface, Type "A", on
Multi-Use Path
Decorative PCCP, 7"
330 #/Syd. HMA, Base, Type C
250 #/Syd. HMA, Intermediate, OG, Type C, on
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
Barrier Curb
Modified Roll Curb
6" Underdrain
K1
605 #/Syd. HMA, Base, Type C
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O Compacted Aggregate, No. 53
R
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type "C", on
O1
No. 53, Base
Compacted Aggregate,
K2
6" Compacted Aggregate, No. 53, Base
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O2
No. 8
Coarse Aggregate,
111th STREET
62+02.06 "D" TO 62+50.00 "D"
59+24.36 "D" TO 60+52.06 "D"
Line "D"
Line "D"Line "D"
Line "D"
111th STREET
62+50.00 "D" TO 63+25.00 "D"
111th STREET
58+25.00 "D" TO 58+60.00 "D"
111th STREET
58+60.00 "D" TO 59+24.36 "D"
Line "D"
111th STREET
63+25.00 "D" TO 63+75.00 "D"
116th STREET
321+90.00 "E" TO 325+00.00 "E"
Line "E"
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.04.dgn
TYPICAL CROSS SECTIONS 5
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.04.dgn
11-09
124
03/28/2012
2%2%
Profile Grade Profile Grade
2%
2%2%
2%
VariesVaries
*** See Geometric Tie-Up sheet For Details
******
***
Grade
Profile
******
2’-0"U
2’-0"U
2’-0"U
2’-0"U
KK
K K
15
1515
15 16 16
2%
Grade
Profile
1’-0"
R
3:1Existing Ground
O R
Exist. Pavement
3:1 Existing Ground
O
2%
Grade
Profile
K2
1’-0"
K2
3:1Existing Ground
1’-0"
2’-0"
Lane
Existing
Lane
Existing
2’-0"
1’-0"
11 Varies from 17’-0" at 63+25.00 to 9’-6" at 63+75.00
12 Varies from 11’-6" at 63+34.35 to 10’-0" at 63+75.00
16" Chemical Soil Modification
16" Chemical Soil Modification
2%
3:1 Existing Ground
2%
3:1Existing Ground
2%
3:1Existing Ground
2%
3:1 Existing Ground
4’-0"
Lane
Varies
Splitter Island
Varies
Lane
Varies
4’-0"
Exist.
Exist.
1’-0"
4’-0"
Lane
10’-6"
Gore
Varies 0’-0" to 8’-0"
Lane
Varies
4’-0"
9 10
9
10
Is 8’-0" from 59+15.00 to 8’-0" at 59+24.36
Varies from 0’-0" at 58+25.00 to 8’-0" at 59+15.00
Is 12’-0" from 59+15.00 to 8’-0" at 59+24.36
Varies from 11’-0" at 58+25.00 to 12’-0" at 59+15.00
3:1 Existing Ground
Grade
Profile
K2
1’-0"
R
3:1Existing Ground
11 12
Exist.
Lane
Varies
Lane
Varies
3:1 Existing Ground
******
Lane
Varies
Painted Island
Varies
Lane
Varies***
Exist. Pavement
R
Lane
Existing
Lane
Existing
2%Exist.
2%2%
Profile Grade
O
KK1R
13
13
2%2%
Subgrade Treatment IC
Subgrade Treatment IC
3:1 3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
*
Varies from 13’-0" at 322+45.38 "E" to 24’-0"at 325+50.00 "E"
Is 13’-0" from 321+90.00 "E" to 322+45.38 "E"
2%K 15 2%
3:
1 Existing Ground
U
4’-0"
Lane
12’-0"
Lane
12’-0"
Left Turn Lane
12’-0"
Lane
Varies
2’-0"
1’-0"
2’-0"2’-0"16" Chemical Soil Modification
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
K
U
15
F1
F2
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18
5" Compacted Aggregate, No. 53, Base
330 #/Syd. HMA Intermediate, Type "A", on
110 #/Syd. HMA Surface, Type "A", on
Multi-Use Path
Decorative PCCP, 7"
330 #/Syd. HMA, Base, Type C
250 #/Syd. HMA, Intermediate, OG, Type C, on
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
Barrier Curb
Modified Roll Curb
6" Underdrain
K1
605 #/Syd. HMA, Base, Type C
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O Compacted Aggregate, No. 53
R
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type "C", on
O1
No. 53, Base
Compacted Aggregate,
K2
6" Compacted Aggregate, No. 53, Base
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O2
No. 8
Coarse Aggregate,
116th STREET
325+00.00 "E" TO 327+09.67 "E"
SPRINGMILL ROAD
452+30.00 "S-1-B" TO 455+35.00 "S-1-B"
443+70.00 "S-1-B" TO 446+75.00 "S-1-B"
SPRINGMILL ROAD
450+44.25 "S-1-B" TO 452+30.00 "S-1-B"
446+75.00 "S-1-B" TO 448+64.17 "S-1-B"
ROUNDABOUT - 116th STREET & SPRINGMILL ROAD
See Roundabout Spot Elevations for Grading Details
Line "S-1-B"
Line "E"
Line "S-1-B",
Line "S-1-B"
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.05.dgn
TYPICAL CROSS SECTIONS 6
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.05.dgn
11-09
124
03/28/2012
2%2%
Profile Grade
O O
K1K1
Profile Grade Profile Grade
2%
2%2%
2%
VariesVaries
*** See Geometric Tie-Up sheet For Details
******
***
2%2%2%2%
*** See Geometric Tie-Up sheet For Details
4’-0"
Lane
Varies
Lane
Varies
Splitter Island
Varies
Lane
Varies
Lane
Varies
4’-0"************
2’-0"2’-0"
15 15
16 16
K1K1
R
14 15 16
14
15
16
2%2%
17
17
Varies
2%2%2’-0"2%2%2’-0"
2’-0"2’-0"
K115
17
18 18
17
K1 15
2’-0"
Lane
16’-0"
Lane
16’-0"
Truck Apron
6’-0"
Truck Apron
6’-0"
Lane
16’-0"
Lane
16’-0"
2’-0"
F2
4%
O1
F2
4%
O1
1’-0"
2’-0"
Lane
Varies
Gore
Varies
Lane
Varies
2’-0"
1’-0"
Subgrade Treatment IC
Subgrade Treatment IC
Subgrade Treatment IC
Subgrade Treatment IC Subgrade Treatment IC
3:1 3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1 3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1
3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1
Curb & Gutter from 452+30.00 "S-1-B" to 454+00.00 "S-1-B"
Note:*
*
Is 12’-0" from 455+08.48 "S-1-B" to 455+35.00 "S-1-B"
Varies from 22’-0" at 452+30.00 "S-1-B" to 12’-0"at 455+08.48 "S-1-B"
Varies from 12’-0" at 444+25.02 "S-1-B" to 22’-0"at 447+00.00 "S-1-B"
Is 12’-0" from 443+70.00 "S-1-B" to 444+25.02 "S-1-B"
Varies from 11’-0" at 452+30.00 "S-1-B" to 0’-0" at 455+35.00 "S-1-B"
Varies from 0’-0" at 443+70.00 "S-1-B" to 11’-0" at 446+80.74 "S-1-B"
Is 13’-0" from 454+69.00 "S-1-B" to 455+35.00 "S-1-B"
Varies from 22’-0" at 452+05.00 "S-1-B" to 13’-0"at 454+69.00 "S-1-B"
Varies from 13’-0" at 443+98.28 "S-1-B" to 22’-0"at 446+80.74 "S-1-B"
Is 13’-0" from 443+70.00 "S-1-B" to 443+98.29 "S-1-B"
Varies from 0’-0" at 452+30.00 "S-1-B" to 1’-0" at 455+35.00 "S-1-B"
0-0" from 443+70.00 "S-1-B" to 446+75.00 "S-1-B"
2’-0"2’-0"
Existing Pavement
Subgrade Treatment IC
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
K
U
15
F1
F2
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18
5" Compacted Aggregate, No. 53, Base
330 #/Syd. HMA Intermediate, Type "A", on
110 #/Syd. HMA Surface, Type "A", on
Multi-Use Path
Decorative PCCP, 7"
330 #/Syd. HMA, Base, Type C
250 #/Syd. HMA, Intermediate, OG, Type C, on
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
Barrier Curb
Modified Roll Curb
6" Underdrain
K1
605 #/Syd. HMA, Base, Type C
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O Compacted Aggregate, No. 53
R
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type "C", on
O1
No. 53, Base
Compacted Aggregate,
K2
6" Compacted Aggregate, No. 53, Base
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O2
No. 8
Coarse Aggregate,
Line "C"
Line "C"
116th STREET
100+90.00 "C" TO 102+15.14 "C"
116th STREET
103+00.00 "C" TO 104+01.54 "C"
Line "C"
116th STREET
102+15.14 "C" TO 103+00.00 "C"
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.06.dgn
TYPICAL CROSS SECTIONS 7
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.06.dgn
11-09
124
03/28/2012
Profile Grade Profile Grade
2%
2%2%
2%
***
***
2%2%
*** See Geometric Tie-Up sheet For Details
Profile Grade
2%
2%
4’-3"Varies
2%ExistingExisting
Existing Ground Existing Ground
2%
2’-0"2’-0"
16
1616
15
15
15 KK 2%
K1 2%F1
Existing Ground
17
17
******
Existing Ground
2%F12%
Profile Grade Profile Grade
2%
2%2%
2%
***
***
2%2%
*** See Geometric Tie-Up sheet For Details
2’-0"
1616
1515KK2%
******
Existing Ground
2%F12%KR
******
Exist. PavementExist. Pavement
RSawcut
O2
4’-3"Varies
2’-0"
R
O2
26
26
26
2626
26
26
26
Subgrade Treatment IC
Subgrade Treatment IC Subgrade Treatment IC
Subgrade Treatment IC
VariesVaries***
******
Exist. Multi-Use Path
Varies
Lane
Varies
Lane
Varies
Median
Varies
Lane
Varies
Lane
Varies
Turn Lane
12’-0"
6’-0"
Multi-Use Path
10’-0"
1’-0"
Exist. Multi-Use Path
Exist.
Exist. Lane
Exist. Lane
Median
Varies
Lane
12’-0"
Lane
12’-0"
Varies
Multi-Use Path
10’-0"
1’-0"
Varies from 0’-0" @ 101+50.00 to 12’-0" @ 102+00.00
3:1
3:1
3:1
Exist. PavementExist. Pavement
Exist. Multi-Use Path
Varies
Lane
Varies
Lane
Varies
Median
Varies
Lane
Varies
Lane
Varies
Turn Lane
12’-0"
Varies
Multi-Use Path
10’-0"
1’-0"
U
U
UU
U
2’-0"2’-0"
2’-0"2’-0"
Subgrade Treatment IC
Subgrade Treatment IC
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
K
U
15
F1
F2
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18
5" Compacted Aggregate, No. 53, Base
330 #/Syd. HMA Intermediate, Type "A", on
110 #/Syd. HMA Surface, Type "A", on
Multi-Use Path
Decorative PCCP, 7"
330 #/Syd. HMA, Base, Type C
250 #/Syd. HMA, Intermediate, OG, Type C, on
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
Barrier Curb
Modified Roll Curb
6" Underdrain
K1
605 #/Syd. HMA, Base, Type C
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O Compacted Aggregate, No. 53
R
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type "C", on
O1
No. 53, Base
Compacted Aggregate,
K2
6" Compacted Aggregate, No. 53, Base
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O2
No. 8
Coarse Aggregate,
Notes:
CABLE INTERDUCT DETAIL
BARRIER CURB AT TRUCK APRON
UNDERDRAIN DETAIL
MISCELLANEOUS DETAILS
AS NOTED
PLAN
ELEVATION
SPLITTER ISLAND END TREATMENT DETAIL
CONCRETE ROLL CURB
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.MD.01.dgn
8
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.MD.01.dgn
N/A
11-09
124
03/28/2012
directly over pipe, 18 in. below final grade.
"Caution Buried Fiber Optic." Tape shall be placed
have a minimum thickness of 4 mm. The tape shall read
The Polyethylene Identification Tape shall be metallic and
with 4 contrasting colors.
interior of each interduct shall be specifically delineated
4" dia. Interduct Conduit shall be PVC Schedule 40. The
C
o
v e r
3 ’-
0 "
Concrete
Class "A"
2" Radius
1" Radius
1" Radius
2" Radius
Concrete
Class "A"
Scale: 1"=1’-0
3" Top Soil
Compacted Backfill
Compacted Backfill
3" Top Soil
6"18"
24"
24"
6"18"
Barrier, Per INDOT E 605-CCSJ-01
Class A Modified Concrete Curb,
Compacted Subgrade, Typ.
Topsoil
Turf/Planting Area
Concrete Truck Apron
to exposed concrete, Typ.
Provide light broom finish
Provide radius on exposed face, Typ.
9"
1 ’-8
"
M i n
.
6
"6 "
6"
joints with every third (3rd) joint on truck apron
Provide tooled control joint for every 6’ - Align control
Note:
Compacted Aggregate Base, No. 53
Scale: 1"=1’-0
Aggregate For Underdrains
Geotextiles For Underdrains
Concrete Curb & Gutter, Type II
6" Pipe, Type 4
18" (Min.)
14"
6"6"
Scale: 1"=1’-0
4"Scale: 1"=1’-0
#10 Gauge Copper Tracing Wire
Directly Over Conduit
Polyethylene Identification Tape
" = 1’-021Scale:
1 ’-
6
" M i n .
back of curb
where landscape/planting area meets
" from top of curb21Hold topsoil down
6
"
"21 7
"21
1 3 "43
6
"43
0
6 "
"
21 7
"21
1 3
"8
7 7
" /Ft.41Slope 6"
6’-0" (12:1 Taper)
"=1’-021Scale:
6’-0" (12:1 Taper)
1 ’-
6 "
6
"
1 ’-6
"
6 "
2 ’-
0 "
2 ’-0 "
6"Concrete Curb & Gutter Type III
Pavement
Concrete Curb & Gutter Type III
Standard Dwg E 808-MKRM-11
RPM Type 2 (Yellow) Per Indot
Concrete Curb & Gutter Type III
"21
1 3
for any conduit under pavement
#8 Stone shall be utilized as backfill
21
1 3
2"R
Handholes for review and approval.
Contractor shall submit shop drawings of Interduct and
within teh handhole for locating purposes.
of coiled wire in the handhole for each direction and spliced
wire shall extend into the handholes with a minimum of 5 ft.
Field Engineer, but no greater than 400 ft. apart. Locating
Handholes shall be placed at locations designated by the
directly to the outside of the Open Conduit every 10 ft.
10 guage insulated, solid copper wire shall be attached
6
3
/4
"
18" Radius3" Top Soil
Compacted Backfill
Concrete
Class "A"
Scale: 1"=1’-0
24"
"
21
7
"21
1 3
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
PLAT NO. 1
1" = 100’
N/A
Noble
Roslyn L
Vance A &
Lynne Cox
& Deborah
Eric Stephen
Decaudin
Jeanine
Pascal &
Jean Pierre
Liverpool Drive
H u m
b e r C o
u r t
Tottenham Drive
M
a
n
c
h
e
s
t
e
r
C
o
u
r t
M e r
s
e
y C o
u r
t
M ERIDIAN SUBDIVISION
SPRING MILL PLACE
Valley Development Co Inc
Valley Development Co Inc
Valley Development Co Inc
Valley Development Co Inc
S
p
ri
n
g
M
ill
L
a
n
e
S
p
r
i
n
g
m
i
l
l
C
t
.
S
p
r
i
n
g
R
i
d
g
e
C
t
.
1 1 1 t
h
S t
r e
e t
1 1 1 t
h
S t
r e
e t
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
3
0
3
5
4
0
2
5
2
0
1
5
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =60+00
65+00Valley Development Co Inc
Valley Development Co Inc
JEC Partnership, L.P.
Company
Mutual Insurance
Indiana Farmers
Indiana Farmers Mutual
Andrew E. & Rhonda J. Marsh Wade Medland
Timothy J. and Joanna
Pamela S. Houck
Ronald F. &
W. 107th Street
H. Jerome Jr. and Michele B. Noel
17+36.11 "PR-A"
BEGIN PROJECT
2
4
3
5
2
58+25.00 "D"
BEGIN CONSTRUCTION
63+75.00 "D"
END CONSTRUCTION
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:23 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PL.01.dgn
9
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:23 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PL.01.dgn
N/A
11-09
124
03/28/2012
Lot 16Lot 17Lot 26
Lot 25
Lot 24
Lot 18
Lot 15
Lot 10 Lot 9Lot 8Lot 7
Lot 6
Lot 5
Lot 19 Lot 20 Lot 21 Lot 23 Lot 24 Lot 25
Lot 56Lot 55Lot 54
Lot 52
Lot 47
Lot 49
Lot 46Lot 16
Lot 15
Lot 14 Lot 13 Lot 44
Lot 45
Lot 43 Lot 42 Lot 41
Lot 51Lot 50
Lot 39
Lot 40
Lot 37
Lot 38
Lot 36
Lot 35
Lot 34 Lot 33 Lot 32
Lot 31
Lot 30
Lot 1Lot 2Lot 3Lot 4Lot 5Lot 6Lot 7Lot 8Lot 9Lot 10Lot 11Lot 12
Lot 1
Lot 3
Lot 2
Lot 4
Lot 5
Lot 18
Lot 17 Lot 57Lot 53
Lot 22 Lot 27Lot 26
Lot 28
Lot 29
Lot 48
S e c t i o n L i n e
41
A p p .
Section Line41 41App.
55
Line "PR-A"
Line "D"
20’ Sewer Easement
60’ Gas Line Easement
20’ Sewer Easement
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
R/W R/W
R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
R/W
50’ R/W
R/W
51’ R/W
R/W
Lot 8
Lot 11
Lot 14Lot 9
R/W
R/W
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
PLAT NO. 1
Company
Liability
Limited
Maryland
GA LLC, A
Properties
Hub
LLC
Devolpment,
SMS
Corporation
Inc., An Indiana
Development Co.,
Valley
Partnership
Limited
Indiana
L.P., An
Building II,
Office
Fidelity
C
ar
m
el
Cit
y
Of
C i t y o f C a r m e l
C i t y o f C a r m e l
C i t y o f C a r m e l
Company
Liability
Limited
An Indiana
Holdings, LLC
Estate
Heartland Real
Partnership
Limited
Indiana
L.P., An
Building II,
Office
Fidelity
1 1 6 t h S t r e e t
N. Illi
n
ois
St.
An Indiana Limited Partnership
JEC Partnership, L.P.,
1" = 100’
N/A
P.O.T. 106+24.31 "C"
P.O.T. 210+01.07 "PR-A" =
201+20.14 "PR-A"
END PROJECT
4
5
5
0
2 0 0
2 0 5
2 1 0
2 1 5
321+90.00 "E"
BEGIN CONSTRUCTION
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
100+90.00 "C"
BEGIN CONSTRUCTION
2
3
3
2
5
+
0
0
445+00
1
0
5
+
0
0
1
1
0
+
0
0
34
35
C
ar
m
el
Cit
y
Of
Billy Creek Associates
Billy Creek Associates
of Hamilton County Board of Commissioners
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
327+09.67 "E"
END CONSTRUCTION
4 5 0 +
0 0
4 5 5 +
0 0
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E"
P.I. 449+54.18 "S-1-B" =
455+35.00 "S-1-B"
END CONSTRUCTION
Clarion Health Partners, Inc.
Suburban Land Reserve, Inc.
William T. Cunningham et ux.
Cit
y
of
C
ar
m
el
P.O.T. 199+52.80 "A"
P.O.T. 199+52.80 "PR-A" AH =
P.T. 54+23.54 "PR-A" BK=
EQUATION:
5
9
7
8
10
104+01.54 "C"
END CONSTRUCTION
S
pri
n
g
mill
R
d.
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:24 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PL.02.dgn
10
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:24 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PL.02.dgn
N/A
11-09
124
03/28/2012
A p p . S e c t i o n L i n e
Sectio
n
Line
4
1 4
1
A
p
p.
Li
ne "
P
R-
A"
App. Section Line
Line "
A"
Line "C"
Line "S-1-B"
Line "E"
S
e
w
er
E
a
s
e
m
e
nt
1
0’
S
a
nit
ar
y
E a s e m e n t
1 0 ’ W a t e r L i n e
A c c e s s R o a d E a s e m e n t
U t i l i t y , D r a i n a g e &
Utilit
y
Eas
e
m
e
nt
5
0’ Drain
a
g
e &
U t i l i t y E a s e m e n t
2 0 ’ G a s L i n e
E
ase
m
e
nt
1
5’ W
ater M
ai
n
E
a
s
em
e
nt
1
5’
El
e
ctric Lin
e
2 0 ’ S e w e r E a s e m e n t
E a s e m e n t
1 5 ’ W a t e r M a i n
App. Section Line
A p p . S e c t i o n L i n e
Line "S-1-B"
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. & R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. & R/W App. Exist. R/W
App. Exist. & R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. & R/W
App. Exist. & R/W App. Exist. & R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
R/W
R/W
R/W
App. Exist. R/W
Ea
sem
ent
15’ Ele
ctric
E a s e m e n t
1 5 ’ E l e c t r i c
E a s e m e n t
3 0 ’ S e w e r
E a s e m e n t
1 5 ’ U n d e r g r o u n d
R/W
R/W
R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W
70’ R/W
Line "PR-A"
R/W
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
P
e
n
n
s
y l v a
n
i a
S
t
r e
e
t
111th Street
116th Street
106th Street
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
dC
l a
y
C
e
n
t
e
r R o
a
d
6
P
o
i n
t
s
R
o
a
d
1" = 500’
DETOUR
ROAD
CLOSED
SIGN LEGEND
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
END
CONSTRUCTION
ROAD CLOSED
TO
THRU TRAFFIC
ROAD
CLOSED
ROAD
CONSTRUCTION
AHEAD
QUANTITY SUMMARY
111th STREET
ROAD CLOSURE PLAN
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:27 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DPL.01.dgn
11
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:27 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DPL.01.dgn
1" = 30’
N/A
11-09
124
03/28/2012
LEGEND
31
31
For Detour Route Marker Assemblies A, B, C and D, see Standard Drawing E801-TCDT-03.
NOTES:
XW20-3 XW20-2 XG20-2
1 2 3
4 RCSA-1
R11-4
RCSA-3
R11-2
RCSA-2
XM4-10 (L or R)
R11-2
and 1 RCSA-1 Req’d.
12’ of Type III-B Barricades
and 1 RCSA-1 Req’d.
12’ of Type III-B Barricades
and 1 RCSA-3 Req’d.
24’ of Type III-A Barricades
and 1 RCSA-3 Req’d.
24’ of Type III-A Barricades
XW20-1
and 1 RCSA-3 Req’d.
84’ of Type III-A Barricades
132
5
0 Each
0 Each
Lft.
Lft.
Each
Detour Route Marker Assembly
Construction Sign, Type A
Road Closure Sign Assembly
24
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JConstruction Sign, Type A
Construction Warning Light, Type "A"
Construction Warning Light, Type "B"Construction Area
Flashing Arrow Sign
Direction of Traffic Flow
Detour Route
A
B
C
Advance Turn D.R.M.A.
Directional D.R.M.A.
Confirming D.R.M.A.
D End D.R.M.A.
SPRINGMILL ROAD
DETOUR PLAN
Pennsylvania Street
1
1 1 t
h
S
t
r e
e
t
1 1 6
t
h
S
t
r e
e
t
1 0
6
t
h
S
t
r e
e
t
1
3
1 s
t
S
t
r
e
e
t
C a r m e l D r i v e
DETOUR
ROAD
CLOSED
Illinois Street
Springmill Road
Carmel Drive
SIGN LEGEND
Old
Meridian
Street
1" = 500’
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
END
CONSTRUCTION
ROAD CLOSED
TO
THRU TRAFFIC
ROAD
CLOSED
ROAD
CONSTRUCTION
AHEAD
QUANTITY SUMMARY
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:28 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DPL.02.dgn
12
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:28 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DPL.02.dgn
N/A
11-09
124
03/28/2012
LEGEND
3131
XW20-3 XW20-2 XG20-2
1 2 3
4
D
C
C
C
C
DAB
B
B
C
B
A
1
2
1
23
3
RCSA-1
R11-4
and 1 RCSA-2 Req’d.
12’ of Type III-B Barricades
and 1 RCSA-3 Req’d.
24’ of Type III-A Barricades
RCSA-3
R11-2
RCSA-2
XM4-10 (L or R)
R11-2
and 1 RCSA-3 Req’d.
24’ of Type III-A Barricades and 1 RCSA-1 Req’d.
12’ of Type III-B Barricades
and 1 RCSA-1 Req’d.
12’ of Type III-B Barricades
and 1 RCSA-2 Req’d.
12’ of Type III-B Barricades
B
B
B B
C
C
C
C
C
C C
XW20-1
and 1 RCSA-3 Req’d.
60’ of Type III-A Barricades
108
7
24 Each
6 Each
Lft.
Lft.
Each
Detour Route Marker Assembly
Construction Sign, Type A
Road Closure Sign Assembly
48
See 116th Street Detour Plan for 116th Street signage requirements
For Detour Route Marker Assemblies A, B, C and D, see Standard Drawing E801-TCDT-03.
NOTES:
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JConstruction Sign, Type A
Construction Warning Light, Type "A"
Construction Warning Light, Type "B"Construction Area
Flashing Arrow Sign
Direction of Traffic Flow
Detour Route
A
B
C
Advance Turn D.R.M.A.
Directional D.R.M.A.
Confirming D.R.M.A.
D End D.R.M.A.
P
e
n
n
s
y l v a
n
i a
S
t
r e
e
t
111th Street
116th Street
106th Street
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
DETOUR PLAN
C
l a
y
C
e
n
t
e
r R o
a
d
6
P
o
i n
t
s
R
o
a
d
1" = 500’
DETOUR
ROAD
CLOSED
SIGN LEGEND
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
END
CONSTRUCTION
ROAD CLOSED
TO
THRU TRAFFIC
ROAD
CLOSED
QUANTITY SUMMARY
ROAD
CONSTRUCTION
AHEAD
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:29 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DPL.03.dgn
13
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:29 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DPL.03.dgn
1" = 30’
N/A
11-09
124
03/28/2012
LEGEND
31
31
For Detour Route Marker Assemblies A, B, C and D, see Standard Drawing E801-TCDT-03.
NOTES:
XW20-3 XW20-2 XG20-2
1 2 3
4 RCSA-1
R11-4
RCSA-3
R11-2
RCSA-2
XM4-10 (L or R)
R11-2
3
3
12AB
DC
C
C
CC
B
B
C
CC
C
BB
C
C
C D
B
A21
and 1 RCSA-2 Req’d.
12’ of Type III-B Barricades and 1 RCSA-1 Req’d.
12’ of Type III-B Barricades
and 1 RCSA-1 Req’d.
12’ of Type III-B Barricades
and 1 RCSA-3 Req’d.
24’ of Type III-A Barricades
and 1 RCSA-3 Req’d.
24’ of Type III-A Barricades
48
6
22 Each
6 Each
Lft.
Lft.
Each
Detour Route Marker Assembly
Construction Sign, Type A
Road Closure Sign Assembly
48
and 1 RCSA-2 Req’d.
12’ of Type III-B Barricades
XW20-1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JConstruction Sign, Type A
Construction Warning Light, Type "A"
Construction Warning Light, Type "B"Construction Area
Flashing Arrow Sign
Direction of Traffic Flow
Detour Route
A
B
C
Advance Turn D.R.M.A.
Directional D.R.M.A.
Confirming D.R.M.A.
D End D.R.M.A.
810
820
830
840
850
860
810
820
830
840
850
860
LINE "PR-A"
2
0
1
5
N 00 00’ 00"
Spring Mill Place
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Indiana Farmers Mutual
Valley Development Co Inc
Valley Development Co Inc
Str. No. 110
Str. No. 107
Str. No. 108
Str. No. 109Str. No. 106
Str. No. 105
Str. No. 104Str. No. 103
Str. No. 102
Str. No. 101
Str. No. 100
17+36.11 "PR-A"
BEGIN PROJECT
(woods)(woods)
(woods)
(woods)
(woods)(woods)
(woods)
(field)(field)
(field)
(field)
(field)
(field)
(woods)
(gate)
(pool heater)
(4
" steel)
18"
8"
(woods)
(woods)
(woods)
V
T
T
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:31 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.01.dgn
14PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:31 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.01.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
P.G. EL. 834.88
17+36.11 "PR-A"
BEGIN PROJECT
P.V.I. 19+50.00
P.V.I. EL. 840.22
160.00’ V.C.
-0.95%
+2.50%
8 2 3
.0
8 2 3
.8
8 2 7
.0
8 2 9
.1
8 2 9
.9
8 3 1 .5
8 3 2
.7
8 3 5
.3
8 3 6
.4
8 3 7
.4
8 3 8
.4
8 3 9
.2
8 4 0
.0
8 4 0
.5
8 4 0
.4
8 4 0
.0
8 4 0
.0
8 4 0
.0
8 4 0
.0
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
R/WApp. App.
Line "PR-A"
R/WApp. R/WApp.
Lot 26 Lot 17Lot 8Lot 7
App.
App.
App.
App.
60’ Gas Line Easement
From Line "PR-A", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "PR-A" to be Constructed.
Except as Shown.
All R/W Described from Line "PR-A"
NOTES:
51’ R/W
51’Do Not Disturb Exist. Wetland
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Profile Grade
Existing Ground
830.99
+60
+0.92%
Temporary Ditch Req’d. LT
Grade of Special 4’ Bottom
822.54
+50
S t
r . N o
. 1 0 4
M .H . 2
2 +
5
0
S
t r . N o . 1 0
7
M .H
. 2 3
+
5
0
S t r . N o . 1 0
0
M .H . 1 7 +
5 0
219’ of 36" Pipe at +0.40 %
269’ of 36" Pipe at +0.40 %95’ of 36" Pipe at +0.40 %
at +0.40 %
30’ of 36" Pipe
at +0.50 %
7’ of 36" Pipe
S t r . N o . 1 0
3
M .H . 1 9
+
7 5
830.99
830.96
830.21829.83829.73828.65
825.07
824.19824.19824.07
8
3 5 .2 2
8
3 6 .4 7
8
3 7 .7 2
8
3 8 .8 8
8
3 9 .5 3
8
3 9 .6 5
8
3 9 .2 7
8
3 8 .8 0
8
3 8 .3 2
8
3 7 .8 5
8
3 7 .3 7
8
3 6 .9 0
8
3 6 .4 6
8
3 6 .2 2
810
820
830
840
850
860
810
820
830
840
850
860
LINE "PR-A"
H u m
b
e r C o
u r t
Liverpool Drive
Valley Development Co Inc
Spring Mill Place
Valley Development Co Inc
Valley Development Co Inc
N 00 00’ 00"
2
5
3
0
Valley Development Co Inc
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Str. No. 125
Str. No. 126
Str. No. 123
Str. No. 124
Str. No. 122
Str. No. 121Str. No. 119
Str. No. 120
Str. No. 117
Str. No. 118
Str. No. 116
Str. No. 114
Str. No. 112
Str. No. 113
Str. No. 111 Str. No. 115
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(field)
(field)
(field)
(field)
(field)
(field)
(conc)
(6’ clf)
T
TT
T
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:32 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.02.dgn
15PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:32 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.02.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
150.00’ V.C.
P.V.I. EL. 835.95
P.V.I. 24+00.00
+0.50%
8 4 0
.0
8 3 9
.7
8 3 9
.4
8 3 9
.2
8 3 8
.9
8 3 8
.6
8 3 8
.4
8 3 8
.5
8 3 8
.5
8 3 8
.6
8 3 8
.1
8 3 7
.9
8 3 8
.0
8 3 8
.2
8 3 8
.0
8 3 7
.7
8 3 7
.3
8 3 6
.9
8 3 7
.2
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
App. Lot 47 Lot 48 Lot 53
App.
Lot 54
App.
Lot 17 App.
App.
R/W
Lot 17
App. R/W
App.
R/W App.
App.
Lot 18
Lot 16
App.
Lot 19
App. R/W
Lot 20
App.
Lot 21 Lot 22
App. App.
App.
R/W
Lot 9Lot 10 Lot 2
Lot 23
App.
Lot 24
App. R/W
App. App. App. App.
Line "PR-A"
From Line "PR-A", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "PR-A" to be Constructed.
Except as Shown.
All R/W Described from Line "PR-A"
NOTES:
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
51’ R/W
51’
Exist. RW (75.29’)
Exist. R/W (77.21)
Exist. R/W (+93.06)Exist. R/W (70.75)
Exist. R/W (+46.03)
Exist. R/W (66.43)
Exist. R/W (+75.72)
Exist. R/W (54.21)
Exist. R/W (+38.73)
Do Not Disturb Exist. Wetland
Constr. Limits Constr. Limits
Constr. Limits
Constr. Limits
R/W
R/W
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
+0.30%
8
3 6 .2 2
8
3 6 .2 3
8
3 6 .4 5
8
3 6 .7 0
8
3 6 .9 5
8
3 7 .2 0
8
3 7 .4 5
8
3 7 .7 0
8
3 7 .9 5
8
3 8 .2 0
8
3 8 .4 5
8
3 8 .7 0
8
3 8 .9 5
8
3 9 .2 0
8
3 9 .4 5
8
3 9 .7 0
8
3 9 .9 5
8
4 0 .2 0
8
4 0 .4 5
810
820
830
840
850
860
810
820
830
840
850
860
LINE "PR-A"
P.C. 40+79.36 "PR-A"
an Indiana limited partnership
JEC Partnership, L.P.,
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
Roslyn L Noble
Vance A &
P.I. 33+99.79 "PR-A"
Valley Development Co Inc
P.T. 34+92.68 "PR-A"
P.C. 33+05.95 "PR-A"
N 00 00’ 00"
R = 765.00’
CURVE DATA
T = 93.83’
L = 186.73’
E = 5.73’
P.I. Sta. 33+99.79 "PR-A"
S.E. = N.C.
Deborah Lynne Cox
Eric Stephen &
3
5
4
0
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Liverpool Drive
Str. No. 229Str. No. 226
Str. No. 227
Str. No. 228
Str. No. 233
Str. No. 234Str. No. 231
Str. No. 230
Str. No. 232
Str. No. 237
Str. No. 236
Str. No. 235
Str. No. 310
Str. No. 131
Str. No. 132
Str. No. 129
Str. No. 130
Str. No. 128
Str. No. 127
Str. No. 301
Str. No. 302
b
ri
c
k
b
u
il
d
i
n
g
w
it
h
b
a
s
e
m
e
n
t
1
s
t
o
r
y
f
r
a
m
e
(
2
4
"
c
o
n
c
c
u
r
b
)
fi
n
is
h
e
d
fl
o
o
r
=
8
4
3
.
9
2
(
s
p
lit
r
ail)
(split rail)(planter)
(
a
s
p
h
a
lt
)
(brick)
(
g
r
a
s
s
)
(
p
la
n
t
e
r
)
(
s
t
o
n
e
)
(field)
(
w
e
e
d
s
)
(
w
e
e
d
s
)
(
w
e
e
d
s
)
(
g
r
a
s
s
)
(woods)
(
g
r
a
s
s
)
4’ electric fence
4
’
e
l
e
ct
ric f
e
n
c
e
1
0
"
1
2
"
6
"
2
7
"
8
"
1
5
"
8
"
4
2
"
2
4
"
2
4
"
3
0
"
1
2
"
(field)
(woods)(weeds)
(grass)
(grass)
(woods)
(woods)
(woods)
(field)
(6’ clf)
(6’ clf)
(
g
a
t
e
)
(
6
’
w
o
o
d
f
e
n
c
e
)
(
s
h
e
d
)
(
a
s
p
h
a
lt
)
2
1
"
1
8
"
1
8
"
1
2
"
1
5
"
1
5
"
12"
15"
18"
18"
18"
18"
18"
18"
21"
1
5
"
2
4
"
r
o
l
l
24" roll
(weeds)
W
V
T
H
#
E
L
E
V
P
O
I
N
T
#
T
H
#
E
L
E
V
P
O
I
N
T
#
W
W
A
C
T
T
G
T
G
A
C
1
8
"
P
V
C
3
6
" s
t
u
m
p
(
p
la
n
t
e
r
)
b
a
s
k
et
b
all
g
o
al
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:33 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.03.dgn
16PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:33 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.03.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
P.G. EL. 842.83
36+03.27 "PR-A"
END PROFILE P.G. EL. 844.24
37+44.01 "PR-A"
BEGIN PROFILE
100.00’ V.C.
P.V.I. EL. 841.10
P.V.I. 34+30.00
100.00’ V.C.
P.V.I. EL. 845.20
P.V.I. 38+40.00
+0.50%
+1.00%
+0.50%+1.00%
8 3 7
.3
8 3 6
.9
8 3 7
.2
8 3 7
.5
8 3 7
.8
8 3 8
.6
8 3 9
.6
8 4 1 .2
8 4 0
.9
8 4 0
.5
8 4 1 .2
8 4 1 .6
8 4 1 .7
8 4 2
.0
8 4 2
.1
8 4 2
.5
8 4 2
.9
8 4 3
.4
8 4 3
.9
32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
Line "PR-A"
R/W
R/W
Section Line41 41App.
Lot 27
App.
R/W
App.
R/W
App.
Lot 24
Lot 25
App.
Lot 27
Line "PR-A"
Lot 28
App.
App. Lot 57
App. Lot 56
App.
App.
Lot 55
App.
R/W
R/W
S
e
c
ti
o
n
L
i
n
e
4
1
A
p
p.
N
8
8
5
7
’
3
2
"
E
L
i
n
e
"
D
"
20’ Sewer Easement
App. Exist. R/W
App. Exist. R/W
A
p
p
.
E
xi
st.
R
/
W
App. Exist. R/W R/W 50’ R/W
50’ R/W
50’
+P.C.50’
+00
60’
+00
50’
+P.C.
50’
+00
RW (25’)
RW (71.17’)
85’
+10
50’ Dedicated R/W
50’
+50 "D"
10’
+50 "D"
10’
+25 "D"
50’
+25 "D"
Exist. R/W (42.99)
Exist. R/W (+24.91)
Exist. R/W (92.19)
Exist. R/W (+34.73)
From Line "PR-A", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "PR-A" to be Constructed.
Except as Shown.
All R/W Described from Line "PR-A"
NOTES:
Elev. 842.12
On East Side of Spring Mill Lane.
Flange, 60– South of 111th Street,
TBM #37 - A Chiseled "X" on W. Hex Nut F.H.
R/W
R/W
R/W
Do Not Disturb Exist. Wetland
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
See Roundabout Spot Elevations For Details
Profile Grade
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
+0.30%
834.66
+85
S
t r . N o .
2
3
7
M .H . 4 0 +
7
5
S t r . N o . 2 2 8
M .H . 3 8
+
0
5
S t r . N o . 2 3 1
M .H . 3
9
+
0 0
S
t r . N o .
2
3
4
M .H . 3 9 +
7
5
64’ of 36" Pipe at +0.31 %90’ of 36" Pipe at +0.31 %69’ of 36" Pipe at +0.30 %94’ of 30" Pipe at +0.30 %
Str. No. 302
M.H. 37+36
841.43841.33841.04
841.00
12" Pipe
840.41
12" Pipe838.85
36" Pipe
841.88
15" Pipe
841.97
15" Pipe839.05 839.25 839.35 839.63 839.73 839.94
8
3 9 .9 5
8
4 0 .2 0
8
4 0 .4 5
8
4 0 .7 0
8
4 0 .9 6
8
4 1 .3 2
8
4 1 .8 0
8
4 2 .3 0
8
4 2 .8 0
8
4 4 .8 0
8
4 5 .2 1
8
4 5 .5 0
8
4 5 .7 5
8
4 6 .0 0
8
4 6 .2 5
8
4 6 .5 0
820
830
840
850
860
820
830
840
850
860
870 870
LINE "PR-A"
P.C. 40+79.36 "PR-A"
P.I. 43+56.34 "PR-A"
T = 276.97’
R = 535.00’
CURVE DATA
L = 511.15’
E = 67.44’
P.I. Sta. 43+56.34 "PR-A"
P.T. 45+90.52 "PR-A"
P.C. 48+81.90 "PR-A"
L = 541.63’
T = 282.73’
CURVE DATA
R = 765.00’
E = 50.57’
P.I. Sta. 51+64.63 "PR-A"
S.E. = N.C.
4
5
5
0
An Indiana Limited Partnership
JEC Partnership, L.P.,
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
An Indiana Corporation
Valley Development Co., Inc.,
Str. No. 239
Str. No. 236
Str. No. 235
Str. No. 238
Str. No. 240
Str. No. 241
Str. No. 242
Str. No. 243
Str. No. 246
Str. No. 245
Str. No. 244
Str. No. 248
Str. No. 247
Str. No. 249
Str. No. 250
Str. No. 251
Str. No. 254
Str. No. 255
Str. No. 257
Str. No. 256
Str. No. 252
Str. No. 253
Str. No. 258
S.E. = 4.0% Str. No. 271
(field)
(field)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:34 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.04.dgn
17PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:34 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.04.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
+0.50%
8 4 3
.9
8 4 4
.0
8 4 4
.3
8 4 5
.0
8 4 5
.7
8 4 7
.1
8 4 7
.8
8 4 7
.9
8 4 7
.4
8 4 6
.8
8 4 6
.5
8 4 6
.4
8 4 6
.1
8 4 5
.8
8 4 5
.6
8 4 5
.6
8 4 6
.5
8 4 7
.2
8 4 7
.4
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
Section Line41 41App.
Line "PR-A"
From Line "PR-A", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "PR-A" to be Constructed.
Except as Shown.
All R/W Described from Line "PR-A"
NOTES:
50’ R/W
50’ R/W
50’
+P.C.
50’
+P.C.
50’
+P.T.
50’
+P.T.
50’ R/W
50’ R/W
50’ R/W
50’ R/W
C
o
n
str.
Limits
Constr. Limits
Constr. Limits
Constr. Limits
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Profile Grade
Existing Ground
S t r . N o . 2 5 3
M .H . 4 8
+
3
5
S
t r . N o . 2
5 5
M .H
. 4 9
+
0
0
S t
r . N o . 2
5
8
M .H . 4
9 +
7
5
S t
r . N o
. 2
4
6
M .H . 4
4 +
5
0
S t r . N o
. 2 4
8
M .H .
4
6
+
3 0
S t r . N
o
. 2 5
1
M .H .
4
6
+
8 5
S
t
r . N o .
2
4
0
M .H . 4 1 +
7 5
S
t r . N o . 2
4 3
M .H
. 4 3
+
3
0
102’ of 30" Pipe at +0.30 %162’ of 30" Pipe at +0.30 %124’ of 30" Pipe at +0.30 %186’ of 30" Pipe at +0.50 %at +0.50 %
50’ of 24" Pipe
146’ of 24" Pipe at +0.50 %60’ of 24" Pipe at +0.50 %67’ of 24" Pipe at +0.50 %
846.25
846.12
12" Pipe
845.92845.82
845.95
12" Pipe
845.52845.42
844.95
12" Pipe
844.69844.59
845.11
12" Pipe
844.34843.84
843.32
12" Pipe
842.91842.81
842.72
12" Pipe
842.43842.33841.84841.74841.43
841.97
15" Pipe
846.35
12" Pipe 846.35
8
4 6 .5 0
8
4 6 .7 5
8
4 7 .0 0
8
4 7 .2 5
8
4 7 .5 0
8
4 7 .7 5
8
4 8 .0 0
8
4 8 .2 5
8
4 8 .5 0
8
4 8 .7 5
8
4 9 .0 0
8
4 9 .2 5
8
4 9 .5 0
8
4 9 .7 5
8
5 0 .0 0
8
5 0 .2 5
8
5 0 .5 0
8
5 0 .7 5
8
5 1 .0 0
820
830
840
850
860
870
820
830
840
850
860
870
LINE "PR-A"
An Indiana Limited Partnership
JEC Partnership, L.P.,
P.I. 51+64.63 "PR-A"
T = 282.73’
CURVE DATA
L = 541.63’
R = 765.00’
E = 50.57’
P.I. Sta. 51+64.63 "PR-A"
S.E. = N.C.
P.O.T. 199+52.80 "A"
P.T. 199+52.80 "PR-A" AH =
P.T. 54+23.54 "PR-A" BK=
Equation:
201+20.14 "PR-A"
END PROJECT
City of Carmel
Illinois Street
City of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.,
2
0
0
5
0
An Indiana Limited Liability Company
Heartland Real Estate Holdings, LLC
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Str. No. 256
Str. No. 257
Str. No. 258
Str. No. 259
Str. No. 260
Str. No. 261
Str. No. 262
Str. No. 264
Str. No. 263
Str. No. 265
Str. No. 267
Str. No. 266
Str. No. 270
Str. No. 269
Str. No. 268
P.O.T. 198+00.00 "A"
m
e
t
a
l
b
u
i
l
d
i
n
g
(
2
4
"
c
o
n
c
c
u
r
b
)
6’ wooden fence
6’ wooden fence
fiber optic
block wall
(conc)
(field)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(grass)
(grass)
(tree nursery)
(tree nursery)
(field)
(grass)
(24" conc curb)
sign
propane tankoil tanks on stands
(grass)
(asphalt)
(grass)
(
p
o
l
e
b
a
r
n
)
12"
12"
6"
6"
4"6"6"
6"6"
4"
4"4"
4"4"
4"
4"
4"
4"
28"15"
(tree nursery)
(field)
(field)
shed
wooden
(24" conc curb)
(24" conc curb)
(asphalt)
D
D
T
E
H
D
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:35 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.05.dgn
18PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:35 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.05.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
P.G. EL. 855.66
201+20.14 "PR-A"
END PROJECT
P.G. 854.34
199+52.80 "PR-A" AH
54+23.54 "PR-A" BK=
Equation:
100.00’ V.C.
P.V.I. EL. 851.90
P.V.I. 51+80.00
100.00’ V.C.
P.V.I. EL. 855.31
P.V.I. 200+50.00
+0.50%
+1.00%
+0.50%
8 4 7
.4
8 4 7
.9
8 4 9
.3
8 4 9
.8
8 4 9
.3
8 4 8
.7
8 4 8
.7
8 4 9
.1
8 5 0
.2
8 5 0
.3
8 5 0
.5
8 5 6
.3
8 5 6
.0
8 5 6
.8
8 5 7
.0
8 5 7
.2
8 5 7
.6
8 5 7
.4
50+00 51+00 52+00 53+00 54+00 200+00 201+00 202+00 203+00 204+00
Line "PR-A"
App.
Line "A"
App.
From Line "PR-A", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "PR-A" to be Constructed.
Except as Shown.
All R/W Described from Line "PR-A"
NOTES:
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W 50’
R/W(+69.95)
50’
R/W(+69.95)
50’
+P.T.
50’
+P.T.
Constr. Limits
Constr. Limits
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
12" RCP 12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Profile Grade
Existing Ground
S t
r . N o . 2
6
7
M .H . 5
3 +
2
5
S t r . N o
. 2 7
0
M .H .
2
0
0 +
0
0
S t
r . N o . 2
5
8
M .H . 4
9 +
7
5
S t
r . N o . 2
6
1
M .H . 5
0 +
8
5
S
t r . N o . 2
6 4
M .H . 5 2 +
0
0
100’ of 24" Pipe at +0.50 %105’ of 18" Pipe at +0.50 %
114’ of 15" Pipe at +0.50 %136’ of 12" Pipe at +1.00 %
850.30
12" Pipe850.30
848.94848.17
847.60
847.60
12" Pipe
847.50846.95
846.90
12" Pipe
846.85
848.85
15" Pipe
846.35
8
5 1 .0 0
8
5 1 .2 5
8
5 1 .5 0
8
5 1 .7 6
8
5 2 .1 2
8
5 2 .6 0
8
5 3 .1 0
8
5 3 .6 0
8
5 4 .1 0
8
5 4 .8 1
8
5 5 .2 4
8
5 5 .5 6
LINE "D"
an Indiana limited partnership
JEC Partnership, L.P.,
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
Deborah Lynne Cox
Eric Stephen &
& Jeanine Decaudin
Jean Pierre Pascal
111th Street
S p r i n g M i l l L a n e
Spring Mill Place
Roslyn L Noble
Vance A &
111th Street
L i v e
r
p
o
o
l
D r i v e
820
810
830
840
850
860
820
810
830
840
850
860
6
0
Str. No. 300
Str. No. 301
Str. No. 302
Str. No. 132
Str. No. 131
Str. No. 226
Str. No. 228
Str. No. 227
Inc., An Indiana Corporation
Valley Development Co.,
5
5
63+75.00 "D"
END CONSTRUCTION
58+25.00 "D"
BEGIN CONSTRUCTION
Str. No. 310
Str. No. 315
Str. No. 316
19
1.5 story
brick building
stone building
with basement
1 story frame
(24" conc curb)
3 6 " r o l l
finished floor = 843.92
tbm 37 (split rail)
(split rail)
(s p l i t r a i l )
(split rail)
(planter)
wall
wall
(asphalt)
(brick)
(conc)
(grass)(grass)
(grass)
(grass)
(planter)(planter)
(stone)
(weeds)
(field)
(grass)
(grass)
(grass)
(grass)
(conc)
(weeds)(weeds)(weeds)(weeds)(weeds)
(grass)
(grass)
(woods)
(grass)
3 6 " r o l l
4’ electric fence
10"
12"6"
27"
8"
15"
8"
42"
4"
12"
6"
3"
36"
20"
36"
6"
6"
12"
10"
12"
10"12"18"12"
18"
18"
3"
15"
15"
15"
8"20"15"
15"15"
20"
20"
36"27"
15"
15"15"
15"
15"
15"
10"
10"
10"
18"
15"
18"
12"
36"
10"
24"
24"
30"
12"
(g r a s s )
(
g
ate)
(6’ wood fence)
(shed)
(asphalt)
(asphalt)
21"18"18"12"15"
15"
1 2 "
1 5 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
15"
15"
24" roll 2 4 " r o l l
S S S
WV
W
G
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
TH#
ELEV
POINT#
W
VT
W
AC
T
G
G AC
18" PVC 18" PVC 18" PVC
15" stump 36" stone post
36" stone post
36" stump
(planter)basketball goal
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 9:48:31 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.06.dgn
PLAN AND PROFILE
CITY OF CARMEL
sbalog 9:48:31 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.06.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
965
964
8 4 1 .1
8 4 1 .0
8 4 1 .4
8 4 1 .7
8 4 1 .5
8 4 1 .3
8 4 1 .2
8 4 1 .2
8 4 1 .1
8 4 1 .4
8 4 1 .8
8 4 2
.0
8 4 2
.0
8 4 2
.1
8 4 1 .8
8 4 1 .5
8 4 1 .3
8 4 1 .2
8 4 0
.9
55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
150.00’ V.C.
P.V.I. EL. 840.89
P.V.I. 59+40.00
50.00’ V.C.
P.V.I. EL. 841.34
P.V.I. 63+40.00
-0.70%-0.27%
P.G. EL. 841.20
58+25.00 "D"
BEGIN CONSTRUCTION P.G. EL. 843.13
62+02.06 "D"
BEGIN PROFILE
+2.00%
P.G. EL. 841.09
63+75.00 "D"
END CONSTRUCTION
P.G. EL. 843.13
60+52.06 "D"
END PROFILE
-1.30%
L i n e "P R -A "
R/W
Lot 28 Lot 29
R/W
App.
Lot 1
R/W
App. Lot 27
App.
R/W
Section Line41App. Line "D"
N 88 57’ 32" E
2 0
’ S
e
w e r E a s e
m
e
n
t
Elev. 855.26
On East Side of Spring Mill Lane.
Flange, 60– South of 11th Street,
TBM #37 - A Chisled "X" on W. Hex Nut F.H.
From Line "D", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "D" to be Constructed.
Except as Shown.
All R/W Described from Line "D"
NOTES:
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
60’
+00 "PR-A"
50’
+00 "PR-A"
RW(71.17’)
RW (25’)
50’ R/W
50’ R/W
35’ R/W
R/W
85’
+10
50’
+25
10’
+25
50’ Dedicated R/W
10’
+50
50’
+50
R/W
50’ Dedicated
Section Line & 41 41App.
35’
+00
35’
50’
RW(50’)
Exist. R/W (10.00)
Exist. R/W(10’)
+00
Constr. Limits Constr. LimitsConstr. Limits
1
1 Revised 04/02/2012
E
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
8
4 1 .1 3
8
4 1 .0 9
8
4 1 .4 1
8
4 2 .1 1
8
4 3 .0 9
8
4 1 .8 6
8
4 2 .5 1
8
4 1 .2 8
Profile Grade Profile GradeExisting Ground
See Roundabout Spot Elevations For Details
Str. No. 301
M.H. 60+50
Str. No. 302
M.H. 37+36 "PR-A"
158’ of 36" Pipe at +0.30 %
835.00
36" Pipe
837.37 837.85 839.05
36" Pipe
100+90.00 "C"
BEGIN CONSTRUCTION
116th Street
City Of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
S
p
r
i
n
g
M
i
l
l
R
o
a
d
S p r i n g M i l l R o a d
116th Street
3
2
5
321+90.00 "E"
BEGIN CONSTRUCTION
450+00
327+09.67 "E"
END CONSTRUCTION
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
Billy Creek Associates
Billy Creek Associates
830
840
850
860
870
820
830
840
850
860
870
820
LINE "E"
Str. No. 400
Str. No. 402
Str. No. 404
Str. No. 403
Str. No. 401
Str. No. 500
o f H a m i l t o n C o u n t y
B o a r d o f C o m m i s s i o n e r s
Clarion Health Partners, Inc.
Suburban Land Reserve, Inc.
William T. Cunningham et ux.
Str. No. 700 Str. No. 701 Str. No. 702 Str. No. 703
20
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(24" conc curb)
(asphalt)
(g r a s s )
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(grass)
(planter)
(woods)
(field)
(asphalt)
(grass)(grass)
(woods)
(conc)
(asphalt)
2"2"
El. 853.20
TBM #1002
(grass)
(asphalt)
(grass)
(woods)
(woods)
(woods)
(asphalt)
(woods)
30"15"
(grass)
(asphalt)
(grass)
(woods)
(grass)
(grass)
(conc)
VT
VCS
S
S
TR
T
S
WVWV
THH
W
THH
GV
THH
T
1 8 " P V C
8" PVC
12" PVC
S
S
(c o n c )
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 9:48:32 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.07.dgn
PLAN AND PROFILE
CITY OF CARMEL
sbalog 9:48:32 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.07.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
100.00’ V.C.
P.V.I. EL. 852.40
P.V.I. 325+00.00
50.00’ V.C.
P.V.I. EL. 853.30
P.V.I. 326+80.00
-0.48%+0.50%+1.50%
P.G. EL. 853.75
327+09.67 "E"
END CONSTRUCTION
P.G. EL. 853.89
321+90.00 "E"
BEGIN CONSTRUCTION
8 5 3
.3
8 5 3
.9
8 5 3
.7
8 5 3
.4
8 5 3
.2
8 5 2
.9
8 5 2
.5
8 5 2
.5
8 5 2
.3
8 5 2
.3
8 5 2
.7
8 5 3
.5
8 5 3
.9
8 5 6
.9
322+00 323+00 324+00 325+00 326+00 327+00 328+00
P
.O
.T . 3
2
1 +
0
0
.0
0
"E
"
App. Section Line
App. Section Line
Line "C"
L i n e "S -1 -B "
L i n e "S -
1 -B "
App. Section Line
App.
App.
Line "E"
Elev. 834.67
20– S. of 116th Street.
Williams Creek, Approx.
Wingwall of Bridge Over
BM HAM64 1989 - Bronze Disk Set in SW
From Line "E", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "E" to be Constructed.
Except as Shown.
All R/W Described from Line "E"
NOTES:
E a
s e m
e n t
1 5 ’ W a
t e r M a
i n
Easement
15’ Wa
ter Ma
in
20’ Sewer Easemen
t
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
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
R/W
R/W
70’ Dedicated R/W
Dedicated R/W
Dedicated R/W
60’
+50
45’
+50
0’
25’
R/W (80.00’)
+90 "C"
R/W
55’
+90 "S-1-B"
R/W(35.06’)
1 Revised 04/02/2012
1
1
0
"
P
V
C
12" RCP
1
2
"
R
C
P
1 2 " R C P
1 2 " R C P
1 2 " R C P
1 2 " R C P
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Elevations For Details
See Roundabout Spot
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
-0.64%+0.32%
+0.30%
852.03
+90
849.53
+80 849.96
+15
849.75
+00
Str. No. 400
Str. No. 400
Grade of Special 4’ Bottom Ditch Req’d. LT
852.33
+90
851.13
+30
+0.30%
849.40
+80
8
5 3 .8 4
8
5 3 .6 0
8
5 3 .3 6
8
5 3 .1 2
8
5 2 .8 8
8
5 2 .6 4
8
5 2 .5 3
8
5 2 .6 5
8
5 2 .9 0
8
5 3 .1 5
8
5 3 .6 1
LINE "C"
An Indiana Limited Partnership
Fidelity Office Building II, L.P.,
P.O.T. 106+24.31 "C"
P.O.T. 210+01.07 "A" =
P.O.T. 210+01.07 "PR-A" =
City Of Carmel
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
116th Street
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
City Of Carmel
I l l i n o
i s
s
t r e e
t
1
0
5
L i n e "A "
210+00
104+01.54 "C"
END CONSTRUCTION
Line "C"
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
S p r i n g M i l l R o a d
S
p
r
i
n
g
M
i
l
l
R
o
a
d
100+90.00 "C"
BEGIN CONSTRUCTION
Line "C"
450+00
830
840
850
860
870
820
830
840
850
860
870
820
Str. No. 404
Str. No. 402
Str. No. 403
Str. No. 401
Str. No. 500
Str. No. 405
Str. No. 406
Clarion Health Partners, Inc.
Line "E"
P.I. 210+00.00 "A"
P.I. 210+00.00 "PR-A" =
(24" conc curb)
(2 4 " c o n c c u r b )
(24" conc curb)
(24" conc curb)
(2 4 " c o n c c u r b )
(2 4 " c o n c c u r b )
(2 4 " c o n c c u r b )
(24" conc curb)(wall)
(asphalt)
(a s p h a l t )(asphalt)
(asphalt)
(asphalt)
(conc)
(g r a s s )
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(planter)
(planter)
(field)
(field)
(field)
(grass)(grass)
(grass)
(grass)
(grass)
(asphalt)
(asphalt)
(24" conc curb)
(grass)
(grass)
(grass)(grass)
(24" conc curb)
(grass)
(grass)(grass)
(asphalt)
(
a
s
p
h
a
lt
)
(grass)
(planter)
(wall)
(24" conc curb)
(conc)
(conc)
edge of field
(c o n c )
(conc)
(asphalt)
(asphalt)
2"2"2"2"2"2"2"2"
2"
2"
2"
2"
2"
2"
2"
2"
2"2"
El. 853.20
TBM #1002
(grass)
(grass)
(grass)
(conc)
VCS
TR
T
WVWV
THH
W
THH
GV
THH
VCS
VCS
WTHH
THH
THH
EH
GV
THH
T
D
EH
THH
T
THH
1 8 " P V C
8" PVC
12" PVC
12" PVC
1 2 " P V C
DS
S
S
S
(c o n c )
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:39 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.08.dgn
21PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:39 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.08.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
9
40.00’ V.C.
P.V.I. EL. 853.65
P.V.I. 101+10.00
150.00’ V.C.
P.V.I. EL. 855.85
P.V.I. 102+90.00
+1.22%-0.50%
-0.51%
P.G. EL. 853.75
100+90.00 "C"
BEGIN CONSTRUCTION
P.G. EL. 855.28
104+01.54 "C"
END CONSTRUCTION
8 5 4
.0
8 5 4
.3
8 5 5
.1
8 5 5
.5
8 5 6
.2
8 5 6
.4
8 5 6
.2
8 5 5
.9
8 5 5
.4
8 5 4
.7
8 5 4
.6
8 5 7
.2
8 5 7
.3
8 5 4
.7
8 5 3
.9
101+00 102+00 103+00 104+00 105+00 106+00 107+00
App. Section Line
L i n
e "P
R -
A "
L i n e "S -
1 -B "
L i n e "S -1 -B "
App. Section Line
App. Section Line
From Line "C", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "C" to be Constructed.
Except as Shown.
All R/W Described from Line "C"
NOTES:
Elev. 842.12
Parking Lot for Bldg#11590, LP#122
South of 116th St. @ NW Corner of
TBM #40 - Chisled "X" on E. Bolt of Light Pole,
20’ Sewer Easemen
t
Easement
15’ Wa
ter Ma
in
E a
s e m
e n t
1 5 ’ W a
t e r M a i n U t
i l i t y E a
s e m
e n t
5 0 ’ D r a i n a g e &
R/W
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
App. Exist. & R/WApp. Exist. R/W
App. Exist. & R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
80’
+90
L i n
e "A "
Constr. Limits
Constr. Limits
12" RCP
1
2
"
R
C
P
1 2 " R C P
1 2 " R C P
1 2 " R C P
1 2 " R C P
1
2
"
R
C
P
1 2 " R C P
1 2 " R C P
1 2 " R C P
12" RCP
12" RCP
12" RCP
1 2 " R C P
12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Elevations For Details
See Roundabout Spot
Profile Grade
Existing Ground
+0.47%+0.50%
851.21
+80
850.31
+00
850.08
+51
Grade of Special 4’ Bottom Ditch Req’d. RT
8
5 3 .7 1
8
5 4 .1 4
8
5 4 .7 5
8
5 5 .2 9
8
5 5 .5 5
8
5 5 .5 3
8
5 5 .2 8
LINE "S-1-B"
P.T. 444+82.84 "S-1-B"
P.I. 444+21.31 "S-1-B"
P.C. 443+59.27 "S-1-B"
Spring Mill Road
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
CURVE DATA
T = 62.04’
L = 123.57’
R = 557.74’
E = 3.44’
P.I. Sta. 444+21.31 "S-1-B"
S.E. = N.C.
Line "S-1-B"
4
4
5
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
Conseco, Inc.
830
820
840
850
860
870
830
820
840
850
860
870
Line "S-1-B"
100+90.00 "C"
BEGIN CONSTRUCTION
Str. No. 401
Str. No. 403
1
1
6
t
h
S
t
r
e
e
t
Str. No. 404
Str. No. 402
City Of Carmel
327+09.67 "E"
END CONSTRUCTION
1
1
6
t
h
S
t
r
e
e
t
L
i
n
e
"E
"
L
i
n
e
"
C
"
Str. No. 500
Spring Mill Road
Str. No. 502
Str. No. 501
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
Line "S-1-B"(24" conc curb)
(24" conc curb)
(24" conc curb)
(24" conc curb)
(asphalt)(grass)
(
g
r
a
s
s)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)(
g
r
a
s
s
)
(grass)
(
g
r
a
s
s
)
(grass)
(
p
la
n
t
e
r)
(
w
o
o
d
s
)
(field)
(field)
(fie
l
d
)
(
a
s
p
h
a
l
t
)
(
g
r
a
s
s)
(
c
o
n
c
)
4’ wooden fenceedge of field
(winter wheat)
(
a
s
p
h
a
lt)
(asphalt)
(PUBLIC ROAD)(asphalt)
2
"
18"
10"
10"
10"10"
1
0
"
1
5
"
E
l.
8
5
3.
2
0
T
B
M
#
1
0
0
2
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(grass)
2"
2"
2"
(
c
o
n
c
)
(field)
V
C
S
V
C
S
V
T
V
CS
S
T
R
T
W
V
W
V
T
H
H
W
T
H
H
G
V
T
H
H
T
S
S
T
18" PVC 18" PVC
18" PVC
18" PVC
8
"
P
V
C
S
S
(conc)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:40 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.09.dgn
22PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:40 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.09.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
100.00’ V.C.
P.V.I. EL. 854.18
P.V.I. 444+50.00
230.00’ V.C.
P.V.I. EL. 851.96
P.V.I. 446+35.00
100.00’ V.C.
P.V.I. EL. 852.79
P.V.I. 448+00.00
120.00’ V.C.
P.V.I. EL. 852.84
P.V.I. 451+05.00
-0.58%-1.20%
+0.50%
+1.50%
-1.50%
P.G. EL. 853.75
448+64.17 "S-1-B"
END PROFILE
P.G. EL. 853.75
450+44.25 "S-1-B"
BEGIN PROFILE
+0.50%
P.G. EL. 854.65
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
8 5 4
.6
8 5 4
.8
8 5 4
.4
8 5 4
.0
8 5 3
.5
8 5 3
.1
8 5 2
.7
8 5 2
.4
8 5 2
.4
8 5 2
.6
8 5 2
.9
8 5 3
.8
8 5 5
.0
8 5 6
.8
8 5 5
.3
8 5 4
.0
8 5 3
.5
8 5 3
.6
443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00 451+00
App. Section Line
From Line "S-1-B", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "S-1-B" to be Constructed.
Except as Shown.
All R/W Described from Line "S-1-B"
NOTES:
2 0 ’ S e w e r E a s e
m e n t
E a s
e
m e n t
1 5 ’ W a t e r M a i n
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/W
App. Exist. R/W
50’ Dedicated R/W
50’ Dedicated R/W
50’ Dedicated R/W
80’
+90 "C"
R/W
App. Exist. R/W
2 0 ’ S e w e r E a s e m
e n t
E a s e m
e n t
1 5 ’ W a
t e r M a
i n
A p
p
.
S
e
c
t
i
o
n
L i
n
e
App. & Exist. R/W
55’
+90
App. Exist. R/
W
R/WApp. Exist. R/W
App. Section Line
App. Exist. R/W
40’
+50
App. Exist. R/W
50’ R/W
R/W
Constr. Limits
Constr. Limits Constr. Limits
1
2
"
R
C
P
1
2
"
R
C
P
12" RCP
12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
See Roundabout Spot Elevations For Details
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
(Plotted 20’ below Datum)
Grade of Special 4’ Bottom Ditch Req’d. RT
-0.50%
-0.56%
849.75
+50
850.08
+50
852.48
+70
852.44
+70
Str. No. 500
Str. No. 500
8
5 4 .4 7
8
5 4 .1 0
8
5 3 .5 8
8
5 3 .0 2
8
5 2 .6 2
8
5 2 .4 1
8
5 2 .3 8
8
5 2 .5 4
8
5 2 .9 1
8
5 3 .5 4
8
5 3 .6 6
8
5 3 .1 5
8
5 3 .6 7
8
5 3 .2 7
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
Spring Mill Road
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
4
5
5
LINE "S-1-B"
455+35.00 "S-1-B"
END CONSTRUCTION
Billy Creek Associates
820
830
840
850
860
870
820
830
840
850
860
870
Clarion Health Partners, Inc.
Str. No. 503
459+36.00 "S-1-B"
END INCIDENTAL CONSTRUCTION
4
6
0
(grass)(grass)
(asphalt)
2"
2"
2"
(8’ tree & brush line)(8’ tree & brush line)
(6’ tree & brush line)
(8’ tree & brush line)
(6’ tree & brush line)
(asphalt)
(field)
(field)
(field)
18" PVC
S
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:41 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.10.dgn
23PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:41 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.10.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
110.00’ V.C.
P.V.I. EL. 858.29
P.V.I. 454+80.00
+1.65%
+0.78%
+1.29%
50.00’ V.C.
P.V.I. EL. 855.48
P.V.I. 453+10.00
P.G. EL. 858.72
455+35.00 "S-1-B"
END CONSTRUCTION
8 5 4
.1
8 5 4
.7
8 5 5
.3
8 5 6
.1
8 5 7
.0
8 5 7
.7
8 5 8
.4
8 5 8
.8
8 5 9
.2
8 5 9
.5
8 5 9
.7
8 5 9
.9
8 6 0
.0
452+00 453+00 454+00 455+00 456+00 457+00 458+00
App. Section LineLine "S-1-B"
From Line "S-1-B", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "S-1-B" to be Constructed.
Except as Shown.
All R/W Described from Line "S-1-B"
NOTES:
App. Exist. R/W
App. Exist. R/W
R/W
50’ R/W
20’
+75
0’
+75
50’
RW (11’)
Constr. Limits
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
+1.80%
857.53
+35
855.10
+00
8
5 3 .2 1
8
5 3 .8 1
8
5 4 .5 6
8
5 5 .3 1
8
5 6 .0 6
8
5 6 .8 1
8
5 7 .5 6
8
5 8 .3 0
8
5 8 .8 5
8
5 3 .4 5
8
5 4 .0 6
8
5 4 .7 1
8
5 5 .3 6
8
5 6 .1 4
8
5 6 .9 7
8
5 7 .7 7
8
5 8 .4 0
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00
Design Speed = 40 M.P.H.
SE = 4.0%
R = 535’
P.I. 43+56.34 "PR-A"
49+00 50+00
-0.738
%+0.738%
+1.108%-1.108%-0.738
%+0.738%
+1 .8 4 6 %
-1.846
%
0.00
-0.50
-1.00
-1.50
-2.00
0.50
1.00
1.50
2.00
0.00
-0.50
-1.00
-1.50
-2.00
0.50
1.00
1.50
2.00
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:42 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SE.01.dgn
24SUPERELEVATION TRANSITION
CITY OF CARMEL
sbalog 10:01:42 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SE.01.dgn
11-09
124JSB
KJG
AJE
JSB
03/28/2012
Line "PR-A"
9’-0"9’-0"
Lane
12’-0"
Lane
12’-0"
Median
18-0"
Lane
12’-0"
Lane
12’-0"
A
B C
D
B C
A D
B C
A D
Typ.
60’ V.C.
Typ.
60’ V.C.
Profile Grade
A
B
C
D
195’ Transition
4 7 +
6
0
"P
R -
A "
4 5 +
6
5
"P
R -
A "
65’ Transition
4 5
+
6
5 "P R
-
A "
4 6
+
3
0 "P R
-
A "
4
1 +
0
5 "P R
-
A "
65’ Transition
4 0
+
4
0 "P R
-
A "
4
1 +
0
5
"P
R -
A "195’ Transition
3
9
+
1 0
"P
R -
A "
0
.4
8
0 ’
0
.9 6
0
’
0 .7
2 0 ’
0
.9 6
0
’
0
.4
8
0 ’
130’
4 0
+
4 0 "P R -
A "
4 6
+
3 0 "P R -
A "130’
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
CONSTRUCTION DETAILS
Spring Mill Place
Valley Development Co Inc
Indiana Farmers Mutual
2
0
1
5
N 00 00’ 00"
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Str. No. 101
Str. No. 102
Str. No. 106
Str. No. 105
Valley Development Co Inc
Str. No. 100
Str. No. 104
Str. No. 107
Str. No. 108
Str. No. 110
Str. No. 109
Str. No. 103
17+36.11 "PR-A"
BEGIN PROJECT
(woods)(woods)
(woods)
(woods)
(woods)(woods)
(woods)
(field)(field)
(field)
(field)
(field)
(field)
(woods)
(gate)
(pool heater)
(
4
" st
e
el)
15"
18"
8"
(woods)
(woods)
(woods)
V
T
T
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:43 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.01.dgn
25
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:43 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.01.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Lot 26 Lot 17
Line "PR-A"
App.
App.
App.
App. App.
App.
R/W R/WR/WApp. App.
60’ Gas Line Easement
R/W
16
16
15
15
F1
K
K
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
App. Exist. R/W
22’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
22’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &29’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
269’ of 36" Pipe Req’d.
Manhole, Type "J-4" &219’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
95’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
7’ of 36" Pipe Req’d.
Pipe End Section &
DO NOT DISTURB WETLAND
Connect to Pipe by Others
30’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
+50.0 LT.
+
5
0.
0
R
T.
+
5
0
.
0
R
T
.
+
5
0
.
0
R
T
.
+50.0 LT.+50.0 LT.
+50.0, 67.0’ LT.+50.0, 60.0’ LT.
+75.0, 60.0’ LT.+50.0, 60.0’ LT.
Constr. Limits
Constr. Limits
+
6
0.
0,
6
7.
0’
L
T.
2 4 ’-
0 "
1 0 ’-
0 "
6 ’-
0 "
2 4
’-0
"
1 4
’-
0 "
6
’-0
"
1 0
’-0
"
2
4
’-
0 "
1 4 ’-0
"
2 4
’-0
"
26
26
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
Spring Mill Place
Valley Development Co Inc
N 00 00’ 00"
Liverpool Drive
H u m
b e
r C o u
r t
Valley Development Co Inc Valley Development Co Inc
Valley Development Co Inc
2
5
3
0
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Str. No. 112
Str. No. 111
Str. No. 116
Str. No. 114
Str. No. 113
Str. No. 118
Str. No. 120
Str. No. 122
Str. No. 124
Str. No. 126
Str. No. 115 Str. No. 117
Str. No. 119
Str. No. 121
Str. No. 123
Str. No. 125
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(field)
(field)
(field)
(field)
(field)
(field)
(conc)
(6’ clf)
T
T
T
T
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:44 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.02.dgn
26
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:44 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.02.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Lot 17
Line "PR-A"
Lot 16 Lot 10 Lot 9 Lot 2
Lot 3
Lot 54 Lot 55Lot 53Lot 48Lot 47Lot 17
Lot 52Lot 49
Lot 18
Lot 19 Lot 20 Lot 21 Lot 22 Lot 23 Lot 24
App. App. App. App.
App.
App. App. App. App. App.
App. App.
App.
App. App. App.
App. App.
App. App. App. App.
App.
App.
R/WR/W R/W R/W R/W
App.
R/W
R/W
65’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
16
16
15
15
F1
K
K
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
Pipe End Section Req’d.
25’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
Pipe End Section Req’d.
25’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
15 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on
15 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on 15 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on
17 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
17 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
18 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
18 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
+2 0 .0 L T .
+3 0 .0 L T .
+
6 0 .0 L T .+2 0 .0 L T .
+
2
5.0
L
T.+25.0 RT.
+
2
0.
0
R
T.
+
3
0.0
R
T.
+
60.0
R
T.
+
9 0 .0 R T .
+20.0 R
T.
+7 0 .0 L T .
+5 0 .0 L T .
+90.0 LT.
DO NOT DISTURB WETLAND
+70.0 RT.
+
5
0.0
R
T.
Constr. Limits
Constr. Limits
Constr. LimitsConstr. Limits
6
’-
0
"
1 0
’-
0
"
2
4 ’-
0 "
1 4
’-0
"
2 4 ’-
0 "
6 ’-
0 "
1 0 ’-
0 "
2 4
’-0
"
1 4 ’-
0 "
2 4 ’-0 "
26
26
F1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
3
5
4
0
an Indiana limited partnership
JEC Partnership, L.P.,
Valley Development Co., Inc., An Indiana Corporation
Valley Development Co Inc
Deborah Lynne Cox
Eric Stephen &
& Jeanine Decaudin
Jean Pierre Pascal
Valley Development Co Inc
Spring Mill Place
Roslyn L Noble
Vance A &
Liverpool Drive
1
1
1
t
h
S
t
r
e
e
t
1
1
1
t
h
S
t
r
e
e
t
Illinois Street
CONSTRUCTION DETAILS
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
P.C. 40+79.36 "PR-A"
Illinois Street
P.C. 33+05.95 "PR-A"
P.T. 34+92.68 "PR-A"
R = 765.00’
CURVE DATA
T = 93.83’
L = 186.73’
E = 5.73’
P.I. Sta. 33+99.79 "PR-A"
S.E. = N.C.
N 00 00’ 00"
P.I. 33+99.79 "PR-A"
(grass)
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
N
8
8
5
7
’
3
2
"
E
Str. No. 127
Str. No. 300
Str. No. 301
Str. No. 226 Str. No. 229
Str. No. 232
Str. No. 235
Str. No. 237
Str. No. 234
Str. No. 230
Str. No. 231
Str. No. 227
Str. No. 228
Str. No. 236
Str. No. 302
Str. No. 233
Str. No. 128
Str. No. 129
Str. No. 130
Str. No. 132
Str. No. 131
Str. No. 315
Str. No. 316
Str. No. 310
Remove
Parcel No. 4,
Houses & Buildings,
1.
5
st
o
r
y
b
ric
k
b
u
il
d
i
n
g
s
t
o
n
e
b
u
il
d
in
g
w
it
h
b
a
s
e
m
e
n
t
1
s
t
o
r
y
fr
a
m
e
(
2
4
"
c
o
n
c
c
u
r
b
)
fin
is
h
e
d
fl
o
o
r
=
8
4
3.
9
2
(
s
p
lit
r
ail)
(
s
p
lit r
a
il)
(split rail)(planter)
w
a
ll
w
a
ll
(
a
s
p
h
a
lt
)
(brick)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
p
la
n
t
e
r)
(
p
l
a
n
t
e
r)
(
s
t
o
n
e
)
(
w
e
e
d
s
)
(field)
(
g
r
a
s
s
)
(
w
e
e
d
s
)
(
w
e
e
d
s
)
(
w
e
e
d
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(woods)
(
w
o
o
d
s
)
(
g
r
a
s
s
)
4’ electric fence
4
’
e
le
c
tri
c
f
e
n
c
e
1
0
"
1
2
"
6
"
2
7
"
8
"
1
5
"
8
"
4
2
"
4
"
1
2
"
6
"
2
7
"
3
6
"
2
0
"
3
6
"
6
"
6
"
1
2
"
1
0
"
1
2
"
1
0
"
1
2
"
3
6
"
1
0
"
2
4
"
2
4
"
3
0
"
1
2
"
(field)
(woods)(weeds)
(grass)
(grass)
(woods)
(woods)
(woods)
(field)
(6’ clf)
(6’ clf)
(
g
a
t
e
)
(
6
’
w
o
o
d
f
e
n
c
e
)
(
s
h
e
d
)
(
a
s
p
h
a
lt)
(
a
s
p
h
a
lt)
2
1
"
1
8
"
1
8
"
1
2
"
1
5
"
1
5
"
12"
15"
18"
18"
18"
18"
18"
18"
21"
1
5
"
1
5
"
2
4
"
r
o
l
l
24" roll
(weeds)
S
S
W
V
W
G
T
H
#
E
L
E
V
P
O
I
N
T
#
T
H
#
E
L
E
V
P
O
I
N
T
#
W
V
T
W
A
C
T
T
G
T
G
A
C
W
1
8
"
P
V
C
3
6
"
st
u
m
p
(
p
l
a
n
t
e
r)
b
a
s
k
e
t
b
a
ll
g
o
a
l
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:45 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.03.dgn
27
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:45 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.03.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Lot 2
Lot 1
Lot 54
Lot 55
Lot 56
Lot 57
Lot 28
Lot 29
Lot 24
Lot 25
Lot 27
Lot 27
Lot 36Lot 37
Section Line41 41App.
Line "PR-A"
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App.
App. App.
App.
App.
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Line "PR-A"
S
e
c
ti
o
n
L
i
n
e
4
1
A
p
p.
L
i
n
e
"
D
"
60+00
20’ Sewer Easement
64’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
39’ of 12" Pipe Req’d.
Inlet, Type "J-10" &33’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
16
16
16
16
16
16
16
16
17
17
15
15
15
15
16
16
15
15
15
15
O
K
K
K
K
K
K1
18
18
F2
F2
F1
L
L
L
L C
C
C
C
C
C
C
C
R/W
R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
A
p
p
.
E
xi
st.
R
/
W
App. Exist. R/W
A
p
p.
E
x
ist.
R
/
W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
62’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
2’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
90’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
26’ of 15" Pipe Req’d.
Catch Basin, Type "K-10" &
70’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
94’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
R/W
R/W
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
64’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
84’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
Pipe End Section Req’d.
31’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
20 SYS Geotextiles Req’d.
8 Tons Revetment Riprap on
21 SYS Geotextiles Req’d.
8 Tons Revetment Riprap on
22 SYS Geotextiles Req’d.
8 Tons Revetment Riprap on
DO NOT DISTURB WETLAND
+
0 0 .0 L T .
+
0 0 .0 R T .
+25.0 LT.& 33’ of 15" Pipe Req’d.
Catch Basin, Type "K-10"
+0 0 .0 L T .+7 5 .0 L T .
+7 5 .0 R T .
+
7 5 .0 L T .
& 7’ of 12" Pipe Req’d.
Catch Basin, Type "K-10"4
8.0’
R
T.
+
0
5.0,
3
8.
0’
R
T.
+
7
5.0,
+75.0, 38.0’ RT.+00.0 RT.+
0
0.
0,
4
0.
0
’
R
T.
Constr. Limits
Constr. Limits
C
o
nstr.
Limits
Constr. Limits
Constr. Limits
C
o
n
s
t
r
.
L
i
m
i
t
s
C
o
nstr.
Li
mits
+2 5 .0 R T .
+85.0 RT.
+
85.0
L
T.
+05.0
R
T.
+0 5 .0 L T .
+
7 5 .0 R T .
2
4
’-
0
"
1
4
’-
0
"
2
4
’-
0
"
1
0
’-
0
"
6
’-
0
"
2 4 ’-
0 "
2
4
’-
0
"
+
6 5 .1 8 +
7 3 .2 8
+
6
4
.
6
9
F1 6’-0"10’-0"
"D"+37.45 "D"
+32.03
"D"
+37.25
6’-
0
"
10’-0"
F1
"D"
+18.12 "D"
"D"
+22.13
+14.57
+
8
0
.
9
8
+
7
6 .4
3 +
8 8 .0 2
2 4 ’-
0 "
2 4 ’-0 "
+2 0 .0 0
2
4
’
-
0
"
26
26
26
+
2 0 .0 0
3
6 ’-
0 "
1 4 ’-0
"
1 4 ’-
0 "
+
4 1 .0 5
26
26 26
2
’-0
"
D
61.0’ RT.+36.0,
158’ of 36" Pipe Req’d.
Manhole, Type "J-4" &
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
P.I. 43+56.34 "PR-A"
4
5
5
0
An Indiana Limited Partnership
Jec Partnership, L.P.,
An Indiana Corporation
Valley Development Co., Inc.,
Limited Liability Company
Hub Properties Ga Llc, A Maryland
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Illinois Street
P.C. 40+79.36 "PR-A"
P.T. 45+90.52 "PR-A"
P.C. 48+81.90 "PR-A"
R = 535.00’
T = 276.97’
CURVE DATA
L = 511.15’
E = 67.44’
P.I. Sta. 43+56.34 "PR-A"
T = 282.73’
CURVE DATA
L = 541.63’
R = 765.00’
E = 50.57’
P.I. Sta. 51+64.63 "PR-A"
S.E. = N.C.
Str. No. 238
Str. No. 235
Str. No. 236
Str. No. 239
Str. No. 240
Str. No. 243
Str. No. 242
Str. No. 241
Str. No. 246
Str. No. 245
Str. No. 244
Str. No. 251
Str. No. 250
Str. No. 248
Str. No. 247
Str. No. 249
Str. No. 254
Str. No. 256
Str. No. 253
Str. No. 252 Str. No. 255
Str. No. 257
Str. No. 258
DETENTION POND BY OTHERS
S.E. = 4.0%
(field)
(field)
(field)
(woods)
4’ electric fence
18"
27"
(field)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:47 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.04.dgn
28
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:47 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.04.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Section Line41 41App.
App.
App.
R/W
R/W
Line "PR-A"
27’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
39’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
39’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
16
16
15
15
15
16
15
16
16
16
15
15
K
K
K
K
K
K
45’ of 15" Pipe Req’d.
Catch Basin, Type "K-10" &
102’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
33’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
162’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
33’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
124’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
45’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
146’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
71’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
60’ of 24" Pipe Req’d.
Manhole, Type "C-4" &67’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
50’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
41’-6"R
41’-6"
R
51
’-6"
R
51’-6"R
38.84’ LT
+43.77
D
D
W = 34’, L = 41’
Street Approach
W = 62’, L = 37’
Street Approach
186’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
Proposed Sanitary by Others
& 3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10"
& 3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10"
+
7
5
.
0
,
4
0
.
0
’
R
T
.
+7 5 .0 R T .
+
0
0
.
0
,
4
0
.
0
’
R
T
.
+
3
5
.
0
,
4
0
.
0
’
R
T
.
+3 5 .0 R T .+85.0, 40.0’ RT.+
8 5
.0 R T .
4 5 .0 ’ R T .
+5 0 .0 ,+5 0 .0 R T .
+30.0, 45.0’ RT.+30.0 RT.
+
7 5 .0 , 4 5 .0 ’ R T .
+
7 5 .0 L T .
+7 5 .0 L T .
+3 0 .0 L T .
+5 0 .0 L T .
+
3
0.
0
L
T.
+
8
5.
0
L
T.
+
7
5
.
0
L
T
.
+
0
0.
0
L
T.
C
o
nstr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
3
6
’-
0
"
3
6
’-
0
"
2
4
’-
0
"
2
4
’-
0
"
3
6
’-
0
"
2
4
’
-
0
"
3
6
’-
0
"
2 4 ’-0 "
2 4 ’-0 "
2 4 ’-0 "
3 6 ’-0 "
+2 0 .0 0
+
8 9 .1 9
+9 9 .0 0
+2 4 .8 2
+
2
4
.
0
0
+
2
4
.
0
0
+
1
0
.
6
2
+
2
4
.
0
0
+
9
2
.
8
4
+
4
4
.
0
0
+
4
4
.
0
0
2
’-
0
"
2
’-
0
"
1
4
’
-
0
"
2 ’-0 "
26
261.5’R
7.5’R 1.5’R
1.5’R
+3 0 .0 , 4 5 .0 ’ R T .
F3
F3
F3
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
5
0
2
0
0
P.I. 51+64.63 "PR-A"
P.O.T. 198+00.00 "A"
Illinois Street
Illinois Street
An Indiana Limited Liability Company
Heartland Real Estate Holdings, LLC
An Indiana Limited Partnership
JEC Partnership, L.P.,
City of Carmel
City of Carmel
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
T = 282.73’
CURVE DATA
L = 541.63’
R = 765.00’
E = 50.57’
P.I. Sta. 51+64.63 "PR-A"
S.E. = N.C. P.O.T. 199+52.80 "A"
P.T. 199+52.80 "PR-A" AH =
P.T. 54+23.54 "PR-A" BK=
Equation:
201+20.14 "PR-A"
END PROJECT
Str. No. 258
Str. No. 257
Str. No. 261
Str. No. 260
Str. No. 264
Str. No. 263 Str. No. 267
Str. No. 266
Str. No. 256
Str. No. 259
Str. No. 262
Str. No. 265
Str. No. 268
Str. No. 270
Str. No. 269
m
e
t
a
l
b
u
i
l
d
i
n
g
(
2
4
"
c
o
n
c
c
u
r
b
)
6’ wooden fence
6’ wooden fence
conc lid
fiber optic
block wall
(conc)
(conc)
(field)
(dirt)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(grass)
(grass)
(grass)
(tree nursery)
(tree nursery)
(
g
r
a
s
s
)
(field)
(grass)
(
s
t
o
n
e
)
(stone)(grass)
(stone)
(24" conc curb)
sign
r
a
i
l
r
o
a
d
t
i
e
s
propane tankoil tanks on stands
(grass)
(asphalt)
(grass)
(pole barn)
(
p
o
l
e
b
a
r
n
)
12"
12"
6"
6"
4"6"6"
6"6"
6"
6"
6"
6
"
4"
4"4"
4"4"
4"
4"
4"
4"
28"15"
(tree nursery)
(field)
(field)
shed
wooden
(24" conc curb)
(24" conc curb)
(asphalt)
D
D
T
E
H
D
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.05.dgn
29
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.05.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Line "PR-A"
R/W
R/W
Line "A"
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
16
16
15
15
K
K
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
100’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
105’ of 18" Pipe Req’d.
Manhole, Type "C-4" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
114’ of 15" Pipe Req’d.
Manhole, Type "C-4" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
136’ of 12" Pipe Req’d.
Manhole, Type "C-4" &
+
8
5.0
L
T.
+
7
5.0
R
T.+75.0, 40.0’ RT.
+85.0
R
T.
+00.0 RT.
+
0
0
.
0
L
T
.
+
00.0 R
T.
+
0
0.
0,
4
0.
0’
R
T.
+25.0 RT.+
2
5.
0,
4
0.
0’
R
T.
+
2
5.0
L
T.
+
0
0.
0
L
T.
Constr. Limits
Constr. Limits
+7 5 .0 L T .
+85.0, 40.0’ RT.
+
0
0.0, 4
0.0’
R
T.
2 8 .5 ’R
2
4 ’
3
6
’
3
6
’
2
4
’
-
0
"
24’-0"
+
44.00
+
8
0
.
0
0
+
0
9 .2
6
+
9 0
.1 4
+
9
5
.9
5
2 ’-
0 "
1
4
’
-
0
"
14’-0"
63.00’ RT.
+20.14
33.66’ LT.
+20.14
26
26
15
16
16
K
K
+
1 1 .0 0
1.5’R
F3
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
12" RCP 12" RCP
1
2
"
R
C
P
6
"
H
D
P
E
8
"
P
V
C
8" HDPE
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
6
0
6
5
111th Street
111th Street
I l l i n o i s S t r e e
t
I l l i n o i s S t r e e t
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
an Indiana limited partnership
JEC Partnership, L.P.,
Valley Development Co., Inc., An Indiana Corporation
& Jeanine Decaudin
Jean Pierre Pascal
Deborah Lynne Cox
Eric Stephen &
Valley Development Co Inc
Spring Mill Place
P.T. 34+92.68 "PR-A"
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
S p r i n g M i l l L a n e
L i v
e
r p
o
o
l
D
r
i v e
Roslyn L Noble
Vance A &
Valley Development Co Inc
58+25.00 "D"
BEGIN CONSTRUCTION
N 88 57’ 32" E
35+00
Str. No. 300
Str. No. 301
Str. No. 226
Str. No. 229 Str. No. 230
Str. No. 231
Str. No. 227
Str. No. 228
Str. No. 302
Str. No. 132
Str. No. 131
63+75.00 "D"
END CONSTRUCTION
Str. No. 129
Str. No. 130
Str. No. 315
Str. No. 316
Str. No. 310
DRM Properties, LLC
1.5 story brick building
brick building
1 storystone building
with basement
1 story frame
(24" conc curb)
3 6 " r o l l
finished floor = 843.92
tbm 37 (split rail)
(split rail)
(s p l i t r a i l )
(split rail)
(planter)
wall
wall
(asphalt)
(brick)
(conc)
(grass)(grass)
(grass)
(grass)
(planter)(planter)
(stone)
(weeds)
(field)
(grass)
(grass)
(conc)
(weeds)(weeds)(weeds)(weeds)
(grass)
(grass)
(woods)
(grass)
3
6 " r o l l
4’ electric fence
10"
12"6"
27"
8"
15"
8"
42"
4"
12"
6"
27"
3"
36"
20"
36"
6"
6"
12"
10"
12"
10"12"18"12"
18"
18"
3"
15"
15"15"
20"
20"
12"
36"
10"
24"
24"
30"
12"
(w o o d s )
(w e e d s )
(g r a s s )
(g r a s s )
(w o o d s )
(gat
e)
(6’ wood f
enc
e)
(shed)
(asphalt)
(asphalt)
21"18"18"12"15"
15"
1 2 "
1 5 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
1 8 "
2 1 "
15"
15"
2
4" roll 2 4 " r o l l
(w e e d s )
S S S
WV
W
G
W
W
W
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
W
VT
W
AC
T
G
G AC
W
18" PVC 18" PVC 18" PVC
36" stone post
36" stone post
36" stump
(planter)basketball goal
(asphalt)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.06.dgn
30
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.06.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "P R -A "
L i n e "P R -A "
Section Line41 41App.
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Lot 57
Lot 28 Lot 29
Lot 1
R/W
Lot 27
Lot 27
App. App.
App.
App.
App. App.
App.
App.
App.
App.
App.
App.
App.
Section Line41App. Line "D"
2
0 ’ S e w e
r E a
s e m
e n t
16
16
16
16
16
16
16
16
16
16
15
15
15
15
O
17
17
18
18
F2
F2
K R
K
K
K
K
15
15
16
16
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
R/W
107’ of 36" Pipe Req’d.
Manhole, Type "J-10" &
R/W
Dedicated R/W
Dedicated R/W
R
Do Not Disturb Exist. Landscaping
D
W = 17’, L = 15’
Drive Req’d.
O
31’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
10’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
End Section Req’d.
73’ of 12" Pipe w/ 1 Pipe
Manhole, Type "C-4" &
K
K
+50.0, 35.0’ RT.
+44.5, 49.7’ LT. "D"
Constr. Limits Constr. LimitsConstr. Limits
C o n s t r . L i m i t s
+50.0 RT.
+
5
0.
0
L
T.
+
5
0
.
0
L
T
.
"
D
"
21.00’ RT.
+15.00
16.00’ RT.
+65.0517.04’ RT.
+60.00
24.25’ RT.
+25.00
9.50’ LT.
+25.00 9.50’ LT.
+15.32
2626
26
2
’-
0
"
2 ’-0 "
9.50’ LT.
+75.00
16.00’ LT.
+25.00
11.00’ RT.
+75.00
12.65’ RT.
+25.00
Stub Req’d.
9’ of 36" Pipe
K2
K2
E
E
1
5
"
C
M
P
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
3
2
5
P
.O .T . 3
2
1 +
0
0 .0
0
"E "
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
City Of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
100+90.00 "C"
BEGIN CONSTRUCTION
116th Street 116th Street
S p r i n g M i l l R o a d
S
p r i n
g
M i l l R o a
d
321+90.00 "E"
BEGIN CONSTRUCTION 327+09.67 "E"
END CONSTRUCTION
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
Line "E"
L i n e "S -1 -B "
N 0
0
0 0 ’ 1 6 " E
o f H a m i l t o n C o u n t y
B o a r d o f C o m m i s s i o n e r s
Billy Creek Associates Billy Creek Associates
Line "C"
Str. No. 400
Str. No. 500
Str. No. 404
Str. No. 402
Str. No. 403
Str. No. 401
Clarion Health Partners, Inc.
Suburban Land Reserve, Inc.
William T. Cunningham et ux.
Str. No. 600
Str. No. 601
Str. No. 602
Str. No. 700
Str. No. 701 Str. No. 702
Str. No. 703
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(24" conc curb)
(asphalt)
(g r a s s )
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(grass)
(planter)
(woods)
(field)
(asphalt)
(grass)(grass)
(woods)
(conc)
(w i n t e r w h e a t )
(asphalt)
2"
El. 853.20
TBM #1002
(grass)
(asphalt)
(grass)
(woods)
(woods)
(woods)
(asphalt)
(woods)
30"
15"
(grass)
(asphalt)
(grass)
(woods)
(grass)
(g r a s s )
(a s p h a l t )
2
"2 "
2 "
(conc)
(f i e l d )
VCSVCS
VT
VCS
S
S
TR
T
S
WVWV
THH
W
THH
GV
THH
T
T
1 8 " P V C
1 8 " P V C
1 8 " P V C
8" PVC
12" PVC
S
S
(c o n c )
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.07.dgn
31
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.07.dgn
1" = 30’
N/A
11-09
124
03/28/2012
App. Section Line
App. Section Line
L i n e
"S -
1 -
B "
App. Section Line
App.
App.
App. Section Line
20
’ Sewe
r Easemen
t
Easemen
t
15’ Wa
te
r Ma
in
16
16
16
16
16
16
16
16
16
16
16
16
15
15
15
1515
15
15
15
17
17
18
18
F2
F2
K
K
K1
O
O
K1
F1
F1
F1
F1
C
C
C
C
C C
C
L
L
L
L
C
R/W
R/W
R/W
R/W
R/W
R/W
App. Exist. R/W
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
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
2 End Sections Req’d.
81’ of 12" Pipe w/
97’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
4’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
2’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
27’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
R/W
Dedicated R/W
Dedicated R/W
Easement
15’ Underground
Easement
15’ Electric
Easement
30’ Sewer
K1
10 SYS Geotextiles Req’d.
3 Tons Revetment Riprap on
16 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on
R
K
K1
K1
K1
D
W = 20’, L = 16’
Private Drive
K1
Adjust Casting to Grade
Adjust Casting to Grade
Adjust Casting to Grade
Remove
Remove
Remove
with Property Owner
Outside of R/W & Shall Coordinate Location
Contractor to Relocate Landscape Boulders
Note:
+50.0 "S-1-
B"
+
8
0.
0 "
E
"
+68.3 RT. "E"+
4 2 .4 R T . "C "
+38.0 LT. "C"
Constr. Limits
Constr. Limits
Constr. Limits
+
0
0.0
R
T. "
C"
+05.0 RT. "C"
+9 9 .0 L T . "C "
+
0 5 .0 L T . "C "
22.19’ LT.
+00.00
24.00’ LT.
+50.0013.00’ LT.
+90.00
O
13.00’ LT.
+45.38
2 ’-
0 "
+
7
0.
5
5
+
7
9 .7
4
+7 0 .4 3
6’-
0
"
1
0’-
0
"
+
2
8.
5
5
+2
0 .0 0
+3 0 .2 1
"
C
"
"C "
"C "
26
26
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &+8 2 .0 R T . "E "
+9 8 .0 R T . "E "
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &+0 0 .0 R T . "E "
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
+
0 5 .0 R T . "E "
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
36.00’ RT.
+20.27
36.00’ RT.
+90.00
R
K
Constr. Limits
15
Dedicated R/W
1
0
"
P
V
C
12" RCP
1
2
"
R
C
P
1 2
" R C P
1 2 " R C P
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
1
1
0
1
0
5
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 EAn Indiana Limited Partnership
JEC Partnership, L.P.
116th Street
I l l i n o
i s
s
t r e
e
t
City Of Carmel
An Indiana Limited Partnership
Fidelity Office Building II, L.P.,
City Of Carmel
Line "C"
L i n e
"A "
Line "C"
210+00
P.O.T. 106+24.31 "C"
P.O.T. 210+01.07 "A" =
P.O.T. 210+01.07 "PR-A" =
104+01.54 "C"
END CONSTRUCTION
Str. No. 406
Str. No. 405
Clarion Health Partners, Inc.Clarian Health Partners, Inc.
P.I. 210+00.00 "A"
P.I. 210+00.00 "PR-A" =
(24" conc curb)
(24" conc curb)(2 4 " c o n c c u r b )
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(wall)
(a s p h a l t )
(a s p h a l t )(asphalt)
(asphalt)
(asphalt)
(conc)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(planter)
(field)
(field)
(grass)(grass)
(grass)
(grass)
(grass)
(asphalt)(24" conc curb)
(grass)
(grass)
(grass)(grass)
(24" conc curb)
(grass)(grass)
(asphalt)
(
a
s
p
h
a
lt
)
(grass)
(planter)
(wall)
(24" conc curb)
(g r a s s )
(2
4 " c o n c c u r b )
(conc)
(conc)
edge of field
(c o n c )
(asphalt)
2"2"2"2"2"2"2"2"
2"
2"
2"
2"
2"
2"
2"
2"2"
4"
4"
4"
4"
4"
(grass)
(grass)
VCS
VCS
W
THH
THH
THH
EH
GV
THH
T
D
EH
THH
T
THH
12" PVC
12" PVC
1 2 " P V C
D
S
S
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.08.dgn
32
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.08.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "P
R -
A "
App. Section Line
U t i l i t y E a s e m
e n t
5
0 ’ D r a i n a
g e
&
E a s e m
e n
t
1 5 ’ W a t e r M a i n
70’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
16
16
15
15
1515
F1
R
R
F1
L
G
G
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. & R/W
App. Exist. R/W
App. Exist. R/W
25’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
Easement
15’ Electric
11 SYS Geotextiles Req’d.
4 Tons Revetment Riprap on
K
K
D
K
W = 24’, L = 69’
Road Approach
+
0 0 .0 L T . "C "
+
0
0.0
R
T. "
C"
Constr. Limits
Constr. Limits
L i n e "A "
3.5’
R 1.5’R
3 .5 ’R14’-0"1
4’-0"
4.25’ RT.
+15.14
40.92’ RT.
+15.14
29.72’ LT.
+15.14
33.75’ LT.
+00.00
9.75’ LT.
+00.00
5.60’ LT.
+15.14
2
4 ’-
0 "
+
8 2 .9 1
+
2 0 .6 2
+
6
8
.3
7
48.5’R
40.25’ RT.
+44.03
97.26’ RT.
+93.87 97.87’ RT.
+17.86
35.19’ RT.
+01.54
4.25’ RT.
+01.54
28.25’ RT.
+01.54
48.25’ RT.
+50.00
26
26
26
26
26
K
K
1 2 " R C P
1 2 " R C P
1
2
"
R
C
P
1 2 " R C P
1 2 " R C P
1 2 " R C P
12" RCP
12" RCP
12" RCP
1 2 " R C P
12" RCP
12" RCP 12" RCP 12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
4
4
5
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Spring Mill Road
An Indiana Limited Partnership
JEC Partnership, L.P.
Line "S-1-B"
T = 62.04’
E = 3.44’
CURVE DATA
L = 123.57’
R = 557.74’
P.I. Sta. 444+21.31 "S-1-B"
S.E. = N.C.
P.T. 444+82.84 "S-1-B"
P.I. 444+21.31 "S-1-B"
P.C. 443+59.27 "S-1-B"
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
Suburban Land Reserve, Inc.
Str. No. 603
Line "S-1-B"
327+09.67 "E"
END CONSTRUCTION
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
L i
n
e
"
E "
1
1
6
t
h
S
t
r
e
e
t
Str. No. 400
Str. No. 402
Str. No. 404
Str. No. 405
1
1
6
t
h
S
t
r
e
e
t
100+90.00 "C"
BEGIN CONSTRUCTION
Str. No. 401
Str. No. 403
Str. No. 500
Str. No. 406
of Hamilton County
Board of Commissioners
L i
n
e
"
C
"
Str. No. 501
Str. No. 502
(
2
4
"
c
o
n
c
c
u
r
b
)
(24" conc curb)
(
2
4
"
c
o
n
c c
u
r
b
)
(24" conc curb)
(24" conc curb)
(24" conc curb)
(asphalt)
(
a
s
p
h
alt
)
(grass)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)(
g
r
a
s
s
)
(grass)
(
g
r
a
s
s
)
(grass)
(
p
l
a
n
t
e
r)
(
w
o
o
d
s
)
(field)
(field)
(
fi
el
d
)
(
a
s
p
h
a
l
t
)
(
g
r
a
s
s
)
(
2
4
"
c
o
n
c
c
u
r
b
)
(
g
r
a
s
s
)
(
w
o
o
d
s
)
(
2
4
"
c
o
n
c
c
u
r
b
)
(
c
o
n
c
)
4’ wooden fenceedge of field
(winter wheat)
(
a
s
p
h
a
lt
)
(asphalt)
(PUBLIC ROAD)(asphalt)
2
"2
"
2
"2
"
2
"
2
"
2
"
18"
10"
10"
10"10"
1
0
"
1
5
"
El.
8
5
3
.
2
0
T
B
M
#
1
0
0
2
(
g
r
a
s
s
)
(
a
s
p
h
a
lt)
(
g
r
a
s
s
)
(
w
o
o
d
s
)
(
w
o
o
d
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
c
o
n
c
)
V
CS
V
C
S
V
T
V
C
S
S
T
R
T
W
V
W
V
T
H
H
W
T
H
H
G
V
T
H
H
T
S
S
T
18" PVC
18" PVC 18" PVC
18" PVC
8
"
P
V
C
1
2
"
P
V
C
S
S
(conc)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.09.dgn
33
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.09.dgn
1" = 30’
N/A
11-09
124
03/28/2012
App. Section Line
2 0 ’ S e w e
r E a
s e m
e n t
E a s
e m e n t
1 5 ’ W a t e r M a i n
15
15
K1
O
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/W
App. Exist. R/W
Dedicated R/W Dedicated R/W
Dedicated R/W
R
K1
K1
K1
Adjust Casting to Grade
A
p
p
.
E
x
i
s
t
.
R /
W
2 End Sections Req’d.
149’ of 12" Pipe w/
10 SYS Geotextiles Req’d.
3 Tons Revetment Riprap on
16
16
16
15
F1
L
C
C
R/W
App. Exist. R/W
A
p
p
.
S
e
c
t
i
o
n
L i
n
e
16
16
16
17
18
K1K1
15 15
F1
F1
L
C
C
App. Exist. R/W
App. Exist. R/W
16
16
16
16
17
18
F2
K1
15
15 F1
L
C
C R/W
R/W
A
p
p
.
E
x
i
s
t
.
R /
W
App. Exist. R/W
App. & Exist. R/W
K1
App. Section Line
16
16
K115
15
L
C
C
App. Exist. R/W
Dedicated R/W
F2
App. Exist. R/W
1 End Section Req’d.
102’ of 15" Pipe w/
Manhole, Type C-4 &
DO NOT DISTURB WETLAND
+
8
4.7
R
T.
+5 0 .0
+
5 0 .0 , 5 7 .0 ’ L T .
3 4 .0 ’ L T .
+2 0 .0 ,
Constr. Limits
Constr. Limits Constr. Limits
Constr. Li
mits
O
12.00’ LT.
+70.00
13.00’ RT.
+70.00 13.00’ RT.
+98.29
18.99’ RT.
+82.84
14.10’ LT.
+82.84
32.59’ RT.
+75.00
33.00’ RT.
+80.74
22.00’ LT.
+00.00
21.09’ LT.
+75.00
26
26
+
2
5.
0
2
+
3 4 .2 4
+2 4 .4 4
+8 4 .1 5
+
7
4.
1
8
+
83.32
63.72’ RT.
+43.66
6’-0"
10’-0"
10’-0"
1 0 ’-0 "
6 ’-0 "
26
26
Turnout Req’d.
Concrete Curb
0 .0 2 +
Turnout Req’d.
Concrete Curb
+
2
0.0
70’ of 12" Pipe Req’d.
Manhole, Type C-2 &
Dedicated R/W
1
0
"
P
V
C
1
2
"
R
C
P
1
2
"
R
C
P
12" RCP
12" RCP
12" RCP
12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
CONSTRUCTION DETAILS
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
Spring Mill Road
Billy Creek Associates
455+35.00 "S-1-B"
END CONSTRUCTION
4
5
5
Clarion Health Partners, Inc.
Str. No. 503
459+36.00 "S-1-B"
END INCIDENTAL CONSTRUCTION
(grass)(grass)
(asphalt)
2"
2"
2"
(8’ tree & brush line)(8’ tree & brush line)
(6’ tree & brush line)
(8’ tree & brush line)
(6’ tree & brush line)
(asphalt)
(field)
(field)
(field)
T
18" PVC
S
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:54 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.10.dgn
34
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:54 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.10.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Line "S-1-B"App. Section Line
16
16
15
15
O
15K1
R/W
R/W
App. Exist. R/W
App. Exist. R/W
E a s e m
e n t
1 5 ’ E l e c t r i c
E a s e m
e n t
1 5 ’ U n d
e r g r o u n d E a s e m
e n
t
3
0 ’ S e w e r
K1
R
K1
K1
276’ of 12" Pipe Req’d.
Inlet, Type F-7 &
50’ Dedicated R/W
F1 F1
Constr. Limits
Constr. Limits Constr. Limits
33.00’ LT.
+30.00
22.00’ RT.
+05.00
21.24’ RT.
+30.00
20.18’ LT.
+00.00
14.00’ RT.
+69.00
12.00’ LT.
+08.48
12.00’ LT.
+35.00
14.00’ RT.
+35.00
+00.0, 32.0’ L
T.
E
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"
111th ROUNDABOUT
GEOMETRIC TIE-UP
1" = 30’
N
8 8
5
7
’ 3 2
" E
9.00’ RT
O.P.O.C. 33+73.01 "PR-A"
P.O.T. 10+00.00 "MI-01" =
P.I. 11+99.55 "MI-01"
P.I. 13+31.43 "MI-01" P.I. 12+63.31 "MI-01"
P.I. 12+44.25 "MI-01"
P.I. 12+32.71 "MI-01"
P.I. 13+51.84 "OCL-01"
P.I. 12+63.21 "OCL-01"
P.I. 11+78.74 "OCL-01"
P.I. 12+22.25 "SI-02"
P.I. 11+38.03 "SI-02"
P.I. 11+60.75 "SI-02"
P.I. 11+24.17 "SI-02"
P.I. 10+87.45 "SI-02"
P.I. 10+26.97 "SI-02"
5.00’ LT
O.P.O.T. 63+22.71 "D"
P.C. 10+00.00 "SI-02" =
33.00’ RT
O.P.O.C. 33+73.01 "PR-A"
P.O.T. 10+00.00 "OCL-01" =
P.I. 12+44.26 "OCL-02"
P.I. 11+44.38 "OCL-02"
P.I. 10+88.44 "OCL-02"
P.I. 10+39.17 "OCL-02"
21.00’ RT
O.P.O.T. 59+15.00 "D"
P.O.T. 10+00.00 "OCL-02" =
P.I. 13+55.76 "OCL-03"
P.I. 12+68.81 "OCL-03"
P.I. 11+75.21 "OCL-03"
P.I. 11+64.96 "SI-01"
P.I. 11+41.72 "SI-01"
P.I. 10+88.02 "OCL-03"
P.I. 12+28.05 "SI-01"
P.I. 11+27.30 "SI-01"
P.I. 10+91.11 "SI-01"
P.I. 10+29.14 "SI-01"
9.50’ LT
O.P.O.T. 59+15.32 "D"
P.C. 10+00.00 "OCL-03" =
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
P.I. 13+62.39 "MI-02"
P.I. 11+54.19 "MI-02"
P.I. 12+67.55 "MI-02"
P.I. 12+02.21 "MI-02"
P.I. 12+14.19 "MI-02"
P.I. 12+29.28 "MI-02"
P.I. 12+04.89 "OCL-04" P.I. 11+26.92 "OCL-04"
P.I. 10+66.18 "OCL-04"
P.I. 10+25.52 "OCL-04"
16.00’ LT
O.P.O.T. 63+25.00 "D"
P.O.T. 10+00.00 "OCL-04" =
9.00’ RT
O.P.O.T. 39+41.05 "PR-A"
P.O.T. 10+00.00 "MI-02" =
9.00’ RT
O.P.O.T. 59+28.36 "D"
P.C. 10+00.00 "SI-01" =
P.I. 14+45.85 "MI-01"
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:55 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.GE.01.dgn
35
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:55 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.GE.01.dgn
N/A
11-09
124
03/28/2012
L i n
e "D "
L
ine
"PR
-A""
11+99.55 29.82 57.96 100.00’105,981.7817 33 12’ 40" RT
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
"OCL-02"
"OCL-01"
"OCL-03"
"OCL-04"
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGINRADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
"MI-01"
"MI-02"
"SI-01"
"SI-02"
Line "OCL-01"
Line "MI-01"
Line "OCL-O2"
Line "SI-01"
Line "OCL-03"
Line "MI-02"Line "OCL-04"
Line "SI-02"
11+69.73 12+27.69102,282.0978
12+32.71 106,003.3447 12+27.69 12+33.88102,309.4666
12+44.25 10.36 20.55105,988.1915 18 23’ 48" RT 12+33.88 12+54.43102,312.1251
12+63.31 10.58105,971.2535 12+54.43 12+65.01102,321.2634
13+31.43 66.42 132.06 500.00’105,975.0624 15 08’ 00" RT 12+65.01 13+97.08102,246.0595
14+45.85 48.78 97.42 774.00’105,950.6523 7 12’ 43" LT 13+97.08 14+94.50102,133.4812
118 16’ 57" LT 5.02 6.19 3.00’
64.00’
121 14’ 49" LT 8.88 5.00’
11+54.19 39.30 78.43 500.00’106,054.9165 8 59’ 15" LT 11+14.90 11+93.33102,485.2974
12+02.21 106,050.7192 11+93.33 12+03.91102,437.3019
12+14.19 10.28 20.39106,035.2654 18 14’ 59" LT 12+03.91 12+24.29102,448.6310
12+29.28 106,020.7432 12+24.29 12+30.47102,453.3481
12+67.55 37.07 71.01 100.00’106,050.9814 40 41’ 02" LT 12+30.47 13+01.48102,482.5887
13+62.39 60.91 121.59 800.00’106,059.9936 8 42’ 31" RT 13+01.48 14+23.07102,580.1616
121 14’ 49" RT 8.88 5.00’
64.00’
117 57’ 57" RT 4.99 3.00’
10.58
6.18
10+29.14 29.14 58.11 308.00’105,837.6198 10 48’ 37" LT 10+00.00 10+58.11102,369.9456
10+91.11 105,898.4355 10+58.11 11+21.86102,382.7077
11+27.30 105,933.3705 11+21.86 11+28.26102,366.6601
11+41.72 105,930.8577 11+28.26 11+54.90102,385.4016
11+64.96 10.06 11.09105,936.0347 11+54.90 11+66.00102,408.3440
12+28.05 62.05 122.37 300.00’105,870.3756 23 22’ 17" RT 11+66.00 12+88.37102,378.5422
3.00’
75.00’
63.75
12.57 12+88.37 13+00.94
36 31’ 25" RT 33.00 100.00’
122 18’ 31" LT 5.45 6.40
20 21’ 09" RT 13.46 26.64
127 07’ 43" LT 5.00’
---180 00’ 00" LT -4.00’
10+26.97 26.97 53.81 306.00’106,175.5413 10 04’ 31" LT 10+00.00 10+53.81102,390.0893
10+87.45 106,116.0595 10+53.81 11+18.72102,378.4017
11+24.17 106,080.9465 11+18.72 11+25.12102,395.5839
11+38.03 106,082.9397 11+25.12 11+50.69102,377.3373
11+60.75 10.06 11.09106,077.6577 11+50.69 11+61.78102,354.9879
12+22.25 60.46 119.33 300.00’106,142.1659 22 47’ 25" RT 11+61.78 12+81.11102,383.4818
3.00’
75.00’
64.91
9.425 12+81.11 12+90.54
37 11’ 27" RT 33.64 100.00’
122 18’ 31" LT 5.45 6.40
19 31’ 53" RT 12.91 25.57
127 07’ 43" LT 5.00’
---180 00’ 00" LT -3.00’
11+78.74 30.64 59.47 100.00’106,003.8678 34 04’ 30" RT 11+48.09 12+07.56102,259.2662
12+63.21 106,058.2861 12+54.39 12+71.85102,326.2344
13+51.84 79.99 156.34106,134.4877 29 51’ 32" RT 12+71.85 14+28.19102,371.8403
8.82 50.00’20 00’ 10" RT 17.46
300.00’
10+39.17 25.80 51.49 320.00’105,834.4968 9 13’ 10" LT 10+13.36 10+64.86102,357.8868
10+88.04 105,882.7006 10+64.86 11+10.42102,366.6126
11+44.38 33.96 59.66105,937.6715 68 21’ 48" RT 11+10.42 11+70.08102,351.0079
12+44.26 147.29105,948.5790 11+70.08 13+17.37102,243.4201
50.00’
26 06’ 30" RT 23.19 45.57 100.00’
16 52’ 42" RT 74.18 500.00’
10+88.02 88.02 171.23 300.00’105,883.1026 32 42’ 06" LT 10+00.00 11+71.23102,389.2752
11+75.21 105,959.6062 11+71.23 11+79.18102,440.3797
12+68.81 36.92 70.74106,028.2246 40 31’ 53" LT 12+31.89 13+02.63102,504.0582
13+55.76 106.12106,038.5861 13+02.63 14+08.74102,593.5142
9 07’ 07" LT
7 22’ 43" RT 53.13 824.00’
106,179.0782102,401.1554
10+66.18 106,138.8884 10+48.68 10+83.33102,394.4833
11+26.92 43.59 71.70106,078.8022 82 10’ 03" RT 10+83.33 11+55.04102,405.5434
12+04.89 99.38106,083.0366 11+55.04 12+54.42102,498.8960
50.00’
19 51’ 21" RT 17.50 34.65 100.00’
11 23’ 19" RT 49.86 500.00’
10+25.52 23.24 46.39 317.00’8 23’ 05" LT 10+02.29 10+48.68
3.99 7.96 50.00’
100.00’
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
116th ROUNDABOUT
GEOMETRIC TIE-UP
1" = 30’
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
L i n e "C "
Line "S-1-B"
N 00 00’ 16" E
L i n e "E "
22.00’ RT
O.P.O.T. 452+02.72 "S-1-B"
P.C. 10+00.00 "OCL-13" =
P.I. 10+88.56 "OCL-13"
P.I. 11+89.92 "OCL-13"
P.I. 11+75.74 "MI-11"
P.I. 12+73.16 "OCL-13"
P.I. 13+67.49 "OCL-13"
9.75’ LT
O.P.O.T. 103+00.00 "C"
P.C. 10+00.00 "MI-11" =
P.I. 10+71.75 "MI-11"
P.I. 13+11.65 "MI-11"
P.I. 13+54.07 "OCL-14"
P.I. 13+28.95 "OCL-14"
P.I. 12+27.60 "MI-11"
P.I. 12+48.09 "MI-11"
P.I. 12+82.64 "OCL-14"
P.I. 12+02.03 "SI-13"
P.I. 11+87.54 "SI-13"
P.I. 12+14.54 "MI-11"
P.I. 11+14.92 "SI-13"
P.I. 13+52.82 "OCL-12"
P.I. 13+42.63 "SI-13"
P.I. 12+71.66 "OCL-12"
P.I. 12+53.36 "SI-13"
P.I. 11+87.66 "OCL-12"
P.I. 11+94.90 "SI-11"
P.I. 12+09.34 "SI-11"
P.I. 10+87.49 "OCL-12"
P.I. 11+21.93 "SI-11"
24.00’ LT
O.P.O.T. 325+53.94 "E"
P.C. 10+00.00 "OCL-12" =
P.O.T. 325+20.27 "E"
P.OT. 10+00.00 "SI-11" =
P.I. 10+54.64 "OCL-11"
P.I. 13+53.89 "SI-11"
P.I. 13+09.94 "OCL-11"
P.I. 11+43.51 "OCL-11"
P.I. 11+15.72 "SI-12"
P.I. 12+60.92 "SI-11"
P.I. 12+10.38 "OCL-11"
P.I. 11+88.92 "SI-12"
P.I. 12+27.26 "SI-11"
P.I. 12+03.33 "SI-12"
P.O.T. 446+80.74 "S-1-B"
P.I. 10+00.00 "SI-12" =
33.00’ RT
O.P.O.T. 446+80.74 "S-1-B"
P.C. 10+00.00 "OCL-14" =
P.I. 10+50.68 "OCL-14"
P.I. 13+44.32 "SI-12"
P.I. 11+35.10 "OCL-14"
P.I. 12+54.35 "SI-12"
P.I. 12+21.18 "SI-12"
P.I. 12+27.54 "OCL-14"
P.I. 12+20.01"SI-13"
P.O.T. 452+26.30 "S-1-B"
P.O.T. 10+00.00 "SI-13" =
36.00’ RT
O.P.O.T. 325+20.27 "E"
P.C. 10+00.00 "OCL-11" =
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:56 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.GE.02.dgn
36
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:56 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.GE.02.dgn
N/A
11-09
124
03/28/2012
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
"OCL-11"
"OCL-12"
"OCL-13"
"OCL-14"
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
RADIUSLINE
REF.
LENGTH
TANGENT
LENGTH
ARC
STATION NORTHING EASTING STATION
CURVE END
STATION
CURVE BEGIN
Line "S-1-
B"
Line "OCL-13"
Line "OCL-12"
Line "OCL-11"
Line "OCL-14"
Line "MI-11"
Line "SI-11"
Line "SI-13"
Line "SI-12"
"SI-11"
"SI-12"
"SI-13"
"MI-11"
11+21.93 65.73 130.29 400.00’104,842.2085 18 39’ 47" LT 10+56.20 11+86.49104,997.9947
11+94.90 104,912.1473 11+86.49 11+96.83105,022.5746
12+09.34 104,908.8275 11+96.83 12+21.70105,001.9250
12+27.26 104,910.9351 12+21.70 12+28.15104,983.9702
12+60.92 32.77 63.33104,876.6756 12+28.15 12+91.49105,001.1756
13+53.89 62.41 124.56 800.00’104,782.8384 8 55’ 15" RT 12+91.49 14+16.05104,985.2675
90.00’
3.00’
10.34
18.85 14+16.05 14+34.90---180 00’ 00" RT -6.00’
118 29’ 50" RT 8.40 5.00’
15 49’ 41" LT 12.51 24.86
123 21’ 40" RT 5.57 6.46
36 17’ 17" LT 100.00’
11+15.72 65.97 130.76 400.00’104,965.1859 18 43’ 50" LT 10+49.75 11+80.52104,846.1024
11+88.92 104,957.4401 11+80.52 11+90.86104,920.0727
12+03.33 104,976.7183 11+90.86 12+15.63104,912.0798
12+21.18 104,994.6098 12+15.63 12+22.09104,909.9629
12+54.35 32.27 62.42104,970.3179 12+22.09 12+84.51104,880.9792
13+44.32 59.82 119.41 800.00’104,953.5729 8 33’ 07" RT 12+84.51 14+03.92104,789.1441
90.00’
3.00’
10.34
17.28 14+03.92 14+21.20---180 00’ 00" RT -5.50’
118 29’ 50" RT 8.40 5.00’
15 46’ 17" LT 12.47 24.77
123 13’ 10" RT 5.55 6.45
35 45’ 59" LT 100.00’
11+14.92 65.36 129.58 400.00’105,000.0120 18 33’ 38" LT 10+49.56 11+79.14105,157.1201
11+87.54 105,023.4868 11+79.14 11+89.48105,087.1897
12+02.03 105,002.8431 11+89.48 12+14.43105,090.8078
12+20.01 104,984.8030 12+14.43 12+20.89105,088.9303
12+53.36 32.47 62.80105,002.4076 12+20.89 12+83.69105,122.6682
13+42.63 58.94 117.67 800.00’104,989.0163 8 25’ 40" RT 12+83.69 14+01.36105,213.0978
90.00’
3.00’
10.34
17.28 14+01.36 14+18.64---180 00’ 00" RT -5.50’
118 29’ 50" RT 8.40 5.00’
15 52’ 57" LT 12.55 24.95
123 29’ 51" RT 5.58 6.47
35 58’ 45" LT 100.00’
10+71.75 68.32 136.30 800.00’105,227.5998 9 45’ 42" LT 10+03.43 11+39.73105,015.4570
11+75.74 105,125.2721 11+39.73 12+08.85104,995.1655
12+14.54 105,088.5965 12+08.85 12+15.36105,014.9848
12+27.60 105,090.4564 12+15.36 12+39.69104,997.1612
12+48.09 10.34105,087.0395 12+39.69 12+50.03104,976.8051
13+11.65 61.62 122.27 400.00’105,153.2569 17 30’ 50" RT 12+50.03 13+72.30104,999.5649
3.00’
90.00’
69.1239 36’ 10" RT 36.01 100.00’
124 20’ 37" LT 5.68 6.51
15 29’ 09" RT 12.24 24.33
118 29’ 50" LT 8.40 5.00’
10+54.64 54.64 109.12 824.00’104,775.3644 7 35’ 14" LT 10+00.00 11+09.12104,961.1743
11+43.51 104,863.4638 11+09.12 11+75.36104,974.0079
12+10.38 104,923.7715 11+86.67 12+30.95104,939.6515
13+09.94 104,940.8821 12+30.95 13+86.93104,838.3820
50.00’
66.2537 57’ 28" RT 34.39 100.00’
22 20’ 34" RT 79.00 155.98
50 44’ 25" RT 23.71 44.28
400.00’
10+87.49 87.49 172.27 400.00’104,841.1508 24 40’ 32" LT 10+00.00 11+72.27105,021.9836
11+87.66 104,934.1021 11+72.27 12+02.12105,066.0734
12+71.66 104,977.0939 12+37.87 13+03.04105,139.3145
13+52.82 104,967.0170 13+03.04 14+02.47105,222.2681
29.8534 12’ 40" LT 15.39
6 55’ 50" RT 49.78 99.43
37 20’ 19" LT 33.79 65.17
822.00’
50.00’
100.00’
10+88.56 88.56 174.30 400.00’105,022.0123 24 58’ 01" LT 10+00.00 11+74.30105,159.9070
11+89.92 105,065.9767 11+74.30 12+04.58105,065.4641
12+73.16 105,138.6430 12+36.54 13+06.75105,022.9246
13+67.49 105,234.5631 13+06.75 14+28.01105,039.6415
30.2734 41’ 32" LT 15.62
8 25’ 54" RT 60.74 121.26
40 13’ 53" LT 36.63 70.22
824.00’
50.00’
100.00’
10+50.68 50.68 101.22 822.00’104,983.0125 7 03’ 20" LT 10+00.00 11+01.22104,775.3727
11+35.10 104,991.4058 11+01.22 11+66.54104,859.5037
12+27.54 105,056.2573 12+19.00 12+35.92104,928.7489
12+82.64 105,105.2841 12+35.92 13+28.95104,954.2565
65.3237 25’ 34" RT 33.87
13 19’ 30" RT 46.72 93.03
19 23’ 22" RT 16.92
400.00’
13+28.95 105,150.5875104,965.6882 13 52’ 58" RT
100.00’
8.54 50.00’
13+54.07 105,175.7160 13+28.95 13+79.14104,965.8107 6 56’ 57" RT 25.13 50.20 413.87’
-----
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
1 1 1 t h
S
t
r e
e
t
1
1
1 t
h
S
t
r
e
e
t
111th ROUNDABOUT
SPOT ELEVATION DETAILS
I
llino
is
S
t
ree
t
Illinois Street
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:57 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DS.01.dgn
37
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:57 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DS.01.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L
i
n
e
"
D
"
Line "PR
-A""
845.71
14+23.07 "MI-02"
845.23
14+08.74 "OCL-03"
845.18
14+00.00 "OCL-03"
845.59
14+00.00 "MI-02"
844.94
13+50.00 "OCL-03"
845.33
13+50.00 "MI-02"
844.62
13+00.00 "OCL-03"
844.96
13+00.00 "MI-02"
844.49
12+50.00 "MI-02"
845.46
10+50.00 "MI-02"
845.71
10+00.00 "MI-02"
840.34
10+00.00 "OCL-01"
840.82
10+00.00 "MI-01"
841.12
10+50.00 "MI-01"
840.64
10+50.00 "OCL-01"
841.54
11+00.00 "MI-01"
843.76
11+00.00 "OCL-01"
842.03
11+50.00 "MI-01"
841.55
11+50.00 "OCL-01"
842.53
12+00.00 "MI-01"
842.02
12+00.00 "OCL-01"
842.45
13+00.00 "MI-01"841.96
13+50.00 "MI-01"841.47
14+00.00 "MI-01"
841.07
14+50.00 "MI-01"
840.88
13+17.37 "OCL-02"
841.02
13+00.00 "OCL-02"
841.49
12+50.00 "OCL-02"
842.26
12+00.00 "OCL-02"
842.85
11+50.00 "OCL-02"
842.64
11+00.00 "SI-01"
842.11
11+00.00 "OCL-02"
841.75
10+50.00 "SI-01"
841.34
10+50.00 "OCL-02"
842.60
12+00.00 "SI-02"
842.80
13+00.00 "OCL-01"
843.00
11+50.00 "SI-02"
843.01
12+50.00 "OCL-01"
841.18
14+28.19 "OCL-01"
841.55
12+81.11 "SI-02"
841.54
14+00.00 "OCL-01"
841.97
12+50.00 "SI-02"
841.56
10+00.00 "SI-02"
841.22
10+00.00 "OCL-04"
842.21
10+50.00 "SI-02"
841.94
10+50.00 "OCL-04"
842.85
11+00.00 "SI-02"
843.05
11+00.00 "OCL-04"
844.71
11+50.00 "MI-02"
844.14
11+50.00 "OCL-04"
844.28
12+00.00 "OCL-04"
844.75
12+50.00 "OCL-04"
844.78
12+54.42 "OCL-04"
845.15
11+00.00 "MI-02"
844.23
12+00.00 "MI-02"
842.18
13+50.00 "OCL-01"
844.16
12+00.00 "OCL-03"
843.40
11+50.00 "OCL-03"
843.25
11+50.00 "SI-01"
842.84
12+50.00 "MI-01"
842.38
11+00.00 "OCL-03"
842.40
12+00.00 "SI-01"
841.33
10+50.00 "OCL-03"
841.60
12+50.00 "SI-01"
841.24
12+88.37 "SI-01"
840.96
10+00.00 "OCL-03"
841.04
10+00.00 "SI-01"
840.73
10+00.00 "OCL-02"
1%
1%
0 %
0 %843.13
11+31.92 "SI-02"
843.13
11+36.89 "SI-01"
843.96
37+16.19 "PRA"
844.23
12+50.00 "OCL-03"843.13
36+63.91 "D"
843.13
36+86.21 "D"
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
116th Street
116th Street
S p r i n g M i l l R o a d
S
p
r
i
n
g
M
i
l
l
R
o
a
d
116th ROUNDABOUT
SPOT ELEVATION DETAILS
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:58 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DS.02.dgn
38
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:58 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DS.02.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "S -1 -B "
Line "E"Line "C"
852.31
14+16.05 "SI-11"
852.60
14+00.00 "SI-11"
852.07
10+00.00 "OCL-11"
852.84
13+50.00 "SI-11"
852.27
10+50.00 "OCL-11"
853.09
13+00.00 "SI-11"
852.51
11+00.00 "OCL-11"
852.71
11+50.00 "OCL-11"
853.23
12+00.00 "OCL-11"
853.43
12+50.00 "SI-11"
852.39
10+50.00 "OCL-12"
853.01
11+00.00 "SI-11"
852.18
10+00.00 "OCL-12"
852.76
10+50.00 "SI-11"
852.55
10+00.00 "SI-11"
852.61
11+00.00 "OCL-12"
853.27
11+50.00 "SI-11"
853.10
11+50.00 "OCL-12"
852.92
12+50.00 "OCL-11"
853.25
11+50.00 "SI-12"
852.34
13+00.00 "OCL-11"
852.74
11+00.00 "SI-12"
852.03
13+50.00 "OCL-11"
852.46
10+50.00 "SI-12"
853.90
327+41.67 "E"
853.46
12+12.35 "SI-11"
853.42
12+00.00 "SI-11"
853.33
12+00.00 "OCL-12"
853.58
12+00.00 "SI-13"
852.90
12+50.00 "OCL-12"
853.33
12+50.00 "SI-13"
853.32
13+00.00 "SI-13"
853.26
13+50.00 "OCL-12"
853.85
13+50.00 "SI-13"
853.66
14+00.00 "OCL-12"
854.29
10+00.00 "SI-13"
853.70
10+00.00 "OCL-13"
853.65
10+50.00 "SI-13"
853.00
10+50.00 "OCL-13"
853.26
11+00.00 "SI-13"
852.72
11+00.00 "OCL-13"
853.45
11+50.00 "SI-13"
855.55
10+00.00 "MI-11"
855.29
10+50.00 "MI-11"
854.93
14+00.00 "OCL-13"854.50
13+50.00 "OCL-13"
854.75
11+00.00 "MI-11"
853.90
13+00.00 "OCL-13"
853.08
12+50.00 "OCL-13"
853.33
12+00.00 "OCL-13"
853.09
11+50.00 "OCL-13"
854.66
13+50.00 "MI-11"
853.71
13+50.00 "OCL-14"
854.06
13+00.00 "MI-11"
853.16
13+00.00 "OCL-14"
853.29
12+50.00 "OCL-14"
853.29
12+00.00 "OCL-14"
852.74
11+50.00 "OCL-14"
853.73
12+50.00 "MI-11"
854.15
11+50.00 "MI-11"
853.90
100+58.00 "C"
853.79
12+00.00 "MI-11"
853.90
448+96.17 "S-1-B"
853.58
12+00.00 "SI-12"
853.31
12+50.00 "SI-12"
852.28
11+00.00 "OCL-14"
852.77
13+00.00 "SI-12"
852.01
10+50.00 "OCL-14"
851.71
10+00.00 "OCL-14"
852.15
14+00.00 "SI-12"
852.47
13+50.00 "SI-12"
852.37
10+00.00 "SI-12"
853.90
450+12.25 "S-1-B"
852.83
13+00.00 "OCL-12"
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
SPOT ELEVATION DETAILS
1" = 20’
4
0
4
5
5
0
4
5
Illinois Street
Illinois Street
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:59 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DS.03.dgn
39
CITY OF CARMEL
sbalog 10:01:59 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.DS.03.dgn
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
Line "PR-A"
Line "PR-A"
849.07
33.00 LT
47+10.62 "PR-A"
849.12
38.84 LT
47+43.77 "PR-A"
848.59
49.58 LT
47+67.29 "PR-A"
848.05
70.40 LT
47+82.63 "PR-A"
847.94
70.40 LT
48+44.49 "PR-A"
848.96
43.56 LT
48+62.69 "PR-A"
849.98
33.00 LT
48+92.84 "PR-A"
846.66
33.00 LT
43+24.82 "PR-A"
845.69
73.04 LT
42+76.70 "PR-A"
845.09
74.29 LT
42+37.40 "PR-A"
845.99
33.00 LT
41+89.19 "PR-A"
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
1
5
2
0
2
5
3
0
Illinois Street
Illinois Street
LINE "PR-A"
EROSION CONTROL DETAILS
17+36.11 "PR-A"
BEGIN PROJECT
40
8
2
5
8
2
5
8
2
5
8
2
5
8
3
0
8
3
0
8
3
0
8
3
5
8
3
5
8
3
5
840
840 840
8
4
0
840
840
8
4
0
8
4
0
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 9:48:34 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.01.dgn
CITY OF CARMEL
sbalog 9:48:34 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.01.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
83
5
8
4
0 840
8
4
0
8
4
0
SD
SP
DIP
CDRR
ST
RRSP
T
C
D
R
R
C
D
R
R
C
D
R
R
C
D
R
R
C
D
R
R
(woods)(woods)
(woods)
(woods)
(woods)(woods)
(woods)
(field)(field)
(field)
(field)
(field)
(woods)
(gate)
(pool heater)
(4
" steel)
18"
(woods)
(woods)
(woods)
T
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(field)
(field)
(field)
(field)
(field)
(field)
(conc)
(6’ clf)
T
TT
T
Line "PR-A"
Line "PR-A"
Connect to Pipe by Others
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1
1
1
1 Revised 04/02/2012
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
3
5
4
0
4
5
5
0
Illinois Street
Illinois Street
111th Street
Illinois Street
LINE "PR-A"
EROSION CONTROL DETAILS 41
840
8
4
0
8
40
840
8
4
0
8 4 0
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 9:48:36 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.02.dgn
CITY OF CARMEL
sbalog 9:48:36 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.02.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
845
845
8
4
5
8
4
5
845
SD
SP
DIP
CDRR
ST
RRSP
T
b
ri
c
k
b
u
il
d
i
n
g
w
it
h
b
a
s
e
m
e
n
t
1
s
t
o
r
y
f
r
a
m
e
(
2
4
"
c
o
n
c
c
u
r
b
)
fi
n
is
h
e
d
fl
o
o
r
=
8
4
3
.
9
2
(
s
p
lit
r
ail)
(split rail)(planter)
(brick)
(
g
r
a
s
s
)
(
s
t
o
n
e
)
(field)
(
w
e
e
d
s
)
(
g
r
a
s
s
)
(woods)
(
g
r
a
s
s
)
4’ electric fence
4
’
e
l
e
ct
ric f
e
n
c
e
1
0
"
1
2
"
6
"
2
7
"
8
"
1
5
"
8
"
2
4
"
2
4
"
3
0
"
1
2
"
(field)
(woods)(weeds)
(grass)
(woods)
(woods)
(field)
(6’ clf)
(
g
a
t
e
)
(
6
’
w
o
o
d
f
e
n
c
e
)
(
a
s
p
h
a
lt
)
1
8
"
1
8
"
1
2
"
1
5
"
1
5
"
12"
15"
18"
18"
18"
18"
18"
18"
21"
1
5
"
2
4
"
r
o
l
l
24" roll
(weeds)
T
H
#
E
L
E
V
P
O
I
N
T
#
T
H
#
E
L
E
V
P
O
I
N
T
#
A
C
T
T
G
G
1
8
"
P
V
C
3
6
" s
t
u
m
p
(
p
la
n
t
e
r
)
(field)
(field)
Line "PR-A"
Line "PR-A"
L
i
n
e
"
D
"
Line "PR-A"
with Adjacent Development
Coordinate Location of Erosion Control Measures
Note:
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1 Revised 04/02/2012
1
1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
5
0
2
0
0
6
0
6
5
Illinois Street
111th Street 111th Street
I l l i n o i s S t .
I l l i n o
i s S t .
58+25.00 "D"
BEGIN CONSTRUCTION
201+20.14 "PR-A"
END PROJECT
LINES "PR-A" & "D"
EROSION CONTROL DETAILS
63+75.00 "D"
END CONSTRUCTION
42
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 9:48:37 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.03.dgn
CITY OF CARMEL
sbalog 9:48:37 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.03.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
SD
SP
DIP
CDRR
ST
RRSP
T
8
5
0
850
8
5
0
8
5
0
850
8
5
0
8
5
0
8 5
5
8
5
5
8
5
5
8
5
5
8
5
5
8
5
5
8 5 5
855
8558
5
5
840
8
4
0
840
840840840
8
4
0
840
8
4
0
840
8
4 0
840
840
840
840
8
4
0
8
4
0
8 4 0
840
8 4 0
8
4
0
840
840
840
840
8
4
0
840
(
2
4
"
c
o
n
c
c
u
r
b
)
6’ wooden fence
6’ wooden fence
fiber optic
block wall
(conc)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(grass)
(grass)
(tree nursery)
(tree nursery)
(field)
(grass)
(24" conc curb)
sign
propane tankoil tanks on stands
(grass)
(asphalt)
(grass)
12"
12"
6"
6"
4"6"6"
6"6"
4"
4"4"
4"4"
4"
4"
4"
4"
28"15"
(tree nursery)
(field)
(field)
wooden
shed
(24" conc curb)
(24" conc curb)
(asphalt)
D
D
E
H
D
1.5 story brick building
brick building
1 storystone building
with basement
1 story frame
(24" conc curb)
3 6 " r o l l
finished floor = 843.92
tbm 37 (split rail)
(split rail)
(s p l i t r a i l )
(split rail)
(planter)
wall
wall
(asphalt)
(brick)
(conc)
(grass)(grass)
(grass)
(grass)
(planter)(planter)
(stone)
(weeds)
(field)
(grass)
(grass)
(conc)
(weeds)(weeds)(weeds)(weeds)
(grass)
(grass)
(woods)
(grass)
3 6 " r o l l
4’ electric fence
10"
12"6"
27"
8"
15"
8"
42"
4"
12"
6"
27"
3"
36"
20"
36"
6"
6"
12"
10"
12"
10"12"18"12"
18"
18"
3"
15"
15"15"
20"
20"
12"
36"
10"
24"
24"
30"
12"
(6’ wood fe
n
ce)
(shed)
(asphalt)
(asphalt)
21"
24" roll 2 4 " r o l l
S S S
WV
W
G
W
W
W
WV
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
TH#
ELEV
POINT#
GV
W
W
AC
T
G
G AC
18" PVC 18" PVC 18" PVC
36" stone post
36" stone post
36" stump
(planter)basketball goal
(asphalt)
Line "PR-A"
Line "A"
Line "D"
L i n e "P R -A "
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
E
E
3
2
5
1
0
5
1
1
0
116th Street
116th Street
I l l i n o
i s
S t
r e e
t
210+00
R
o
a
d
S
p
ri
n
g
M
ill
R o
a
d
S
p
r
i
n
g
M i l l
116th Street
327+09.67 "E"
END CONSTRUCTION
321+90.00 "E"
BEGIN CONSTRUCTION
100+90.00 "C"
BEGIN CONSTRUCTION
104+01.54 "C"
END CONSTRUCTION
LINES "E" & "C"
EROSION CONTROL DETAILS 43
TR
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 9:48:39 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.04.dgn
CITY OF CARMEL
sbalog 9:48:39 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.04.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
855
8
5
5
855
8
5
5
8
5
5
8
5
5
8
5
5
8
5
5 855
855
85
5
8
5
5
855
8
5
5
855855
855
8
5
5
8
5
5
855
8 5 5
8
5
5
855
855
855
8
5
5
8
5
5
8
5
5
8 5 5
8
5
5
860
8
5
0
8
5
0
850850
8 5 0
8
5 0 850
850
8
50
8
5
0
850
855
8
5
5
8 5 5
855
SD
SP
DIP
CDRR
ST
RRSP
T
C D R R
C D R R
C D R R
Line "C"
Line "E"
Line "C"
L i n e "S -1 -B "
L i n e
"P R -
A "
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:1
1
1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
4
4
5
Spring Mill Road
Spring Mill Road
1 1 6
t
h
S t
r e
e
t
4
5
0
4
5
5
Spring Mill Road
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
455+35.00 "S-1-B"
END CONSTRUCTION
LINE "S-1-B"
EROSION CONTROL DETAILS 44
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 9:48:41 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.05.dgn
CITY OF CARMEL
sbalog 9:48:41 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.05.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
T
R
8 5 0
8
5
5
8
5
5
8
5
5
8
5
5
8 5 5
8
5
5
8
5
5
850
850
SD
SP
DIP
CDRR
ST
RRSP
T
C D R R
C
D
R
R
C
D
R
R
DIP
DIP
C
D
R
R
C
D
R
R
C
D
R
R
C
D
R
R
Line "S-1-B"
L i n e
"E "
L i n
e
"C
"
Line "S-1-B"
Line "S-1-B"
the Special Provisions
2. All curb inlets shall receive curb inlet protection in accordance
disturbing activity.
& draiange ditches, shall be in place prior to any other land
1. All site perimeter protection measures, including silt fence
Notes:
1
1
1
1 Revised 04/02/2012
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .JInterceptor Ditch - Earth
Ditch Inlet Protection
Splash PadCheck Dam Riprap Temporary Silt Fence
Riprap Splash Pad
Check Dam Straw Bales
Temporary Seeding
Proposed Ditch
Erosion Control Blanket
Temporary Slope Drain
Temporary Sediment Trap
Temporary Culvert Pipe Protection
45
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
EROSION CONTROL TABLE
sbalog 9:48:42 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.06.dgn
LOCATION
STATION TO STATION
S
I L T F E N C
E
T E
M P
O R
A R Y
(ft)EACH
R E V E T M E
N T R
I P
R A P
C H
E C K
D A
M
T E
M P
O R
A R Y
(TON)(TON)EACH
R I P
R
A P
S
P
L A S
H
P
A D
(TON)
S E E D
M I X T U R E ,
T
(lb)
M A T E
R I A
L
M U
L C H
I N
G
(TON)
F
E R
T I L I Z E R
(TON)
I N
L E T
P
R
O T E
C
T
I O N
T E M P
O R A
R Y
D I T C H
EACH
(
N O
T
A
P
A Y I T E M )
I N T E
R
C E P
T O
R
D
I T C
H
(ft)
EROSION CONTROL TABLE
LOCATION
STATION TO STATION
LOCATION
STATION TO STATION
EROSION CONTROL TABLE EROSION CONTROL TABLE
CITY OF CARMEL
sbalog 9:48:42 AM4/2/2012 P:\2009\01768\D. Drawings\2009.01768.RD.EC.06.dgn
11-09
124
P
R O T E C
T I O N
P
I P
E
C
U L V E R
T
N
O .
2
S T O
N E
P
R O T E C
T I O N
C
U R
B I N L E T
S
I L T F E N C
E
T E
M P
O R
A R Y
(ft)EACH
R E V E T M E
N T R
I P
R A P
C H
E C K
D A
M
T E
M P
O R
A R Y
(TON)(TON)EACH
R I P
R
A P
S
P
L A S
H
P
A D
(TON)
S E E D
M I X T U R E ,
T
(lb)
M A T E
R I A
L
M U
L C H
I N
G
(TON)
F
E R
T I L I Z E R
(TON)
I N
L E T
P
R
O T E
C
T
I O N
T E M P
O R A
R Y
D I T C H
EACH
P
R O T E C
T I O N
P
I P
E
C
U L V E R
T
N
O .
2
S T O
N E
P
R O T E C
T I O N
C
U R
B I N L E T
S
I L T F E N C
E
T E
M P
O R
A R Y
(ft)EACH
R E V E T M E
N T R
I P
R A P
C H
E C K
D A
M
T E
M P
O R
A R Y
(TON)(TON)EACH
R I P
R
A P
S
P
L A S
H
P
A D
(TON)
S E E D
M I X T U R E ,
T
(lb)
M A T E
R I A
L
M U
L C H
I N
G
(TON)
F
E R
T I L I Z E R
(TON)
I N
L E T
P
R
O T E
C
T
I O N
T E M P
O R A
R Y
D I T C H
EACH
(
N O
T
A
P
A Y I T E M )
I N T E
R
C E P
T O
R
D
I T C
H
(ft)
P
R O T E C
T I O N
P
I P
E
C
U L V E R
T
N
O .
2
S T O
N E
P
R O T E C
T I O N
C
U R
B I N L E T
N/A
N/A
SB SB
KGJ KGJ
03/28/2012
B
L A
N K E T
E
R
O S I O N
C O
N T R O
L
(SYS)
Undistributed
"PR-A"Line
15+43.0 17+17.0 403
15+50.0 12
17+27.0 21+00.0 498
23+61.0 35+83.0 2765
24+00.0 12
28+00.0 12
29+00.0 36+12.0 712
32+00.0 12
37+14.0 54+24.0 1710
37+63.0 54+24.0 1661
199+52.8 200+70.0 118
199+52.8 200+70.0 118
"D"Line
58+30.0 59+65.0 135
58+30.0 60+35.0 205
60+46.0 60+82.0 36
62+00.0 62+58.0 58
62+75.0 63+75.0 100
63+00.0 34+00.0 100
"C"Line
100+96.0 103+00.0 204
"E"Line
322+00.0 12
323+31.0 326+48.0 713
325+01.0 "S-1-B"443+70 1569
325+60.0 12
325+79.0 1
325+95.0 12
"S-1-B"Line
443+70.0 448+55.0 1083
445+00.0 12
445+00.0 12
448+00.0 12
448+00.0 12
448+50.0 1
450+27.0 455+35.0 508
451+20.0 1
454+00.0 1
454+01.0 455+36.0 302
454+30.0 12
200 70 673 12
6163 2 144 200 70 673 12 2 6835
1
1 Revised 04/02/2012
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
1
5
2
0
2
5
3
0
Illinois Street
Illinois Street
LINE "PR-A"
SIGNING & PAVEMENT MARKINGS
17+36.11 "PR-A"
BEGIN PROJECT
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:07 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.01.dgn
46
CITY OF CARMEL
sbalog 10:02:07 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.01.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
Line "PR-A"
Line "PR-A"
47
47
47
47
48
48
48
48
111th STREET
15
M.P.H.
W13-1-A (18" x 18")
W16-8 (29" x 8")
W2-6 (30" x 30")
32+00
1 2
’
1 2
’
1 2 ’
1 2
’
1 2 ’
1 2
’
1 2
’
1 2 ’
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
37
Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38
46
Line, Thermoplastic, Solid, Yellow, 4 in.47
Line, Thermoplastic, Broken, White, 4 in.48
49
55
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Broken, Yellow, 4 in.
5244
41
39
35
34
Pavement Message Markings, Thermoplastic, "Fishhook Arrow"
Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Thermoplastic, Solid, White, 6 in.Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) 51
54 Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 12 in. Transverse Markings, Thermoplastic, Crosswalk Line, White, 6 in.
Pavement Message Markings, Thermoplastic, Lane Indication Arrow
Transverse Marking, Thermoplastic,"Sharks Teeth"
Lighting Handhole
Decorative Street Light
Lighting Service Point Irrigation Conduit
Plastic Duct in Trench
Conduit, Steel
3
5
4
0
4
5
5
0
Illinois Street
Illinois Street
111th Street
111th Street
Illinois Street
LINE "PR-A"
SIGNING & PAVEMENT MARKINGS
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:09 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.02.dgn
47
CITY OF CARMEL
sbalog 10:02:09 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.02.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
Line "PR-A"
Line "PR-A"
L
i
n
e
"
D
"
Line "PR-A"
STOP STOP
111th STREET
15
M.P.H.
Pavement Marking Details.
See Roundabout Sign and
Note:
47
47
47
47
47
47
47
47 47
47
47
47
47
47
47
47
47
47
47
48
48 48
48
48
48
48
48
46
46
46
46
46
46
46
37
37
46
38
38
46
47
35
35 35
35 35
35
35
35
34
34
34
34
34
(36" x 36")
R3-8 (Mod.)
33+77
W16-9P (24" x 12")
W11-2 (30" x 30")
35+51
W16-9P (24" x 12")
W11-2 (30" x 30")
35+70
W16-9P (24" x 12")
W11-2 (30" x 30")
37+73
W16-9P (24" x 12")
W11-2 (30" x 30")
38+01
(36" x 36")
R3-8 (Mod.)
39+43
W13-1-A (18" x 18")
W16-8 (29" x 8")
W2-6 (30" x 30")
41+50
R1-1 (30" x 30")
42+27
R1-1 (30" x 30")
47+67
1
2
’
1
2
’
1
2
’
1
2
’
+
7
3
+
3 7
+
6
2 +
4 1
+
2
0
1 2
’
1 2 ’
1 2 ’
1 2 ’
+
2
0
+2 0
+0 0
+
2 0
+
2 0
5 7 ’-0 "
1 2 ’1 2 ’
1 2 ’1 2 ’
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
47
1 2 ’
+
2
4
+
0
4
+
2
4
34
+
6
5
+
4
5
+
4
4
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
37
Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38
46
Line, Thermoplastic, Solid, Yellow, 4 in.47
Line, Thermoplastic, Broken, White, 4 in.48
49
55
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Broken, Yellow, 4 in.
5244
41
39
35
34
Pavement Message Markings, Thermoplastic, "Fishhook Arrow"
Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Thermoplastic, Solid, White, 6 in.Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) 51
54 Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 12 in. Transverse Markings, Thermoplastic, Crosswalk Line, White, 6 in.
Pavement Message Markings, Thermoplastic, Lane Indication Arrow
Transverse Marking, Thermoplastic,"Sharks Teeth"
Lighting Handhole
Decorative Street Light
Lighting Service Point Irrigation Conduit
Plastic Duct in Trench
Conduit, Steel
5
0
2
0
0
6
0
6
5
Illinois Street
111th Street
111th Street
I l l i n o i s S t .
I l l i n o i s S t .
LINES "PR-A" & "D"
SIGNING & PAVEMENT MARKINGS
58+25.00 "D"
BEGIN CONSTRUCTION
201+20.14 "PR-A"
END PROJECT
63+75.00 "D"
END CONSTRUCTION
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:10 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.03.dgn
48
CITY OF CARMEL
sbalog 10:02:10 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.03.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
Line "PR-A"
Line "A"
Line "D"
L i n e "P R -A "
ILLINOIS STREET
15
M.P.H.
ILLINOIS STREET
15
M.P.H.
Pavement Marking Details.
See Roundabout Sign and
Note:
with Electric Company
Location of Service Point to be Coordinated
Note:
47
47
47
47
46
48
48
48
48
47
47
55
55 47
47
47
47
47
47
46
46
47
47
47
47
34 34
W13-1-A (18" x 18")
W16-8 (35" x 8")
W2-6 (30" x 30")
58+55
W16-9P (24" x 12")
W11-2 (30" x 30")
60+06
W16-9P (24" x 12")
W11-2 (30" x 30")
60+25
W16-9P (24" x 12")
W11-2 (30" x 30")
62+50
W16-9P (24" x 12")
W11-2 (30" x 30")
62+31
W13-1-A (18" x 18")
W16-8 (35" x 8")
W2-6 (30" x 30")
64+05
1
2
’
1
2
’
1
2
’
1
2
’
+
0 9
+
8 9
+
1 1
1 2
’
1 1 ’
1 0
’
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
37
Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38
46
Line, Thermoplastic, Solid, Yellow, 4 in.47
Line, Thermoplastic, Broken, White, 4 in.48
49
55
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Broken, Yellow, 4 in.
5244
41
39
35
34
Pavement Message Markings, Thermoplastic, "Fishhook Arrow"
Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Thermoplastic, Solid, White, 6 in.Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) 51
54 Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 12 in. Transverse Markings, Thermoplastic, Crosswalk Line, White, 6 in.
Pavement Message Markings, Thermoplastic, Lane Indication Arrow
Transverse Marking, Thermoplastic,"Sharks Teeth"
Lighting Handhole
Decorative Street Light
Lighting Service Point Irrigation Conduit
Plastic Duct in Trench
Conduit, Steel
6
0
I l l i n o i s S t r e e t
I l l i n o i s S t r e e t
111th Street
111th Street
1" = 20’
"Shark’s Teeth" Detail
ROUNDABOUT
SIGNING & PAVEMENT MARKINGS
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:11 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.04.dgn
49
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:02:11 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.04.dgn
N/A
11-09
124
03/28/2012
Line "D"
L i n e "P R -A ""
ONEWAYONEWAY
ONEWAY
ONEWAY
YIELD
YIELD
YIELD
YIELD
1 ’-6
"
1’-0"1’-0"
(Illinois Street)
D3-1 (36" x 12")
36+01 "PR-A"
R1-2 (36" x 36" x 36")
36+00 "PR-A"
R6-1 (36" x 12")
36+48 "PR-A"
(Illinois Street)
D3-1 (36" x 12")
37+47 "PR-A"
YIELD
R1-2 (36" x 36" x 36")
35+99 "PR-A"
YIELD
R1-2 (36" x 36" x 36")
37+58 "PR-A"
R1-2 (36" x 36" x 36")
37+51 "PR-A"
R6-1 (36" x 12")
37+07 "PR-A"
(111th Street)
D3-1 (36" x 12")
60+50
5
9
’-0
"
R
500’-0"R
4 4 ’-0 "
R
5
9’-
0
"
R
500’-0"R
51.82
+57.54
61.03
+38.96
66.11
+50.30
47.82
+05.07
13.23
+28.76
26.38
+56.81
40.87
+50.02
39.15
+08.2926.52
+94.95
43.76
+92.66
31.48
+39.95
31.61
+24.52
48.56
+98.58
61.95
+07.33
4 4 ’-0 "
R
R4-7 (24" x 30")
59+28 "D"
R1-2 (36" x 36" x 36")
60+37 "D"
R6-1 (36" x 12")
60+96 "D"
(111th Street)
D3-1 (36" x 12")
62+05 "D"
R4-7 (24" x 30")
63+22 "D"
R1-2 (36" x 36" x 36")
62+18 "D"
R6-1 (36" x 12")
61+54 "D"
44
44
44
44
51
51
47
47
47
47
55
55
52
52
52
52
41
41
41
41
41
41
39
39
39
39
39
39
39
39
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
47
500’-0"
R
100’-0"R
812’-0"R
28.32
+58.82
36.63
+46.09
21.00
+41.79
13.02
+27.49
46.00
+10.00 "D"
23.00
+10.00 "D"
138.00
+80.00
140.00
+70.00
35.00
+97.00
55.00
+97.00
18.00
+46.00 "D"
46.00
+48.00 "D"
25.00
+56.00
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
37
Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38
46
Line, Thermoplastic, Solid, Yellow, 4 in.47
Line, Thermoplastic, Broken, White, 4 in.48
49
55
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Broken, Yellow, 4 in.
5244
41
39
35
34
Pavement Message Markings, Thermoplastic, "Fishhook Arrow"
Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Thermoplastic, Solid, White, 6 in.Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) 51
54 Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 12 in. Transverse Markings, Thermoplastic, Crosswalk Line, White, 6 in.
Pavement Message Markings, Thermoplastic, Lane Indication Arrow
Transverse Marking, Thermoplastic,"Sharks Teeth"
Lighting Handhole
Decorative Street Light
Lighting Service Point Irrigation Conduit
Plastic Duct in Trench
Conduit, Steel
3
2
5
1
0
5
1
1
0
116th Street
116th Street
I l l i n o
i s
S t
r e e
t
210+00
R
o
a
d
S
p
ri
n
g
M
ill
R o
a
d
S p
r
i n
g
M i l l
LINES "E" & "C"
SIGNING & PAVEMENT MARKINGS
116th Street
327+09.67 "E"
END CONSTRUCTION
321+90.00 "E"
BEGIN CONSTRUCTION
100+90.00 "C"
BEGIN CONSTRUCTION
104+01.54 "C"
END CONSTRUCTION
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:13 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.05.dgn
50
CITY OF CARMEL
sbalog 10:02:13 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.05.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
Line "C"
Line "E"Line "C"
L i n e "S -1 -B "
L i n e
"P R -
A "
STOP
Pavement Marking Details.
See Roundabout Sign and
Note:
New Supports)
(Existing Sign on
325+91
New Supports)
(Existing Sign on
323+10
New Supports)
(Existing Sign on
325+49
R4-7 (24" x 30")
325+19
(36" x 36")
R3-8 (Mod.)
325+20
W16-9P (24" x 12")
W11-2 (30" x 30")
326+56
W16-9P (24" x 12")
W11-2 (30" x 30")
326+77
New Supports)
(Existing Sign on
101+21 "C"
New Supports)
(Existing Sign on
101+44 "C"
New Supports)
(Existing Sign on
103+00 "C"
New Supports)
(Existing Sign on
103+00 "C"
R1-1 (30" x 30")
103+30
New Supports)
(Existing Sign on
103+85 "C"
47
47
47
47 47
4755
46
46
46
46
46
+
2 0
+
4 0
+
5 0
46
46
48
+
2 7
+
0 0
34
+9
5
46
47
47
37 37
38
47
47
46
48
+
7 0
+
7 0
+
9 9
1 2 ’
1 3 ’
1 2 ’
1 2 ’1 2
’-8 "
3434
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
37
Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38
46
Line, Thermoplastic, Solid, Yellow, 4 in.47
Line, Thermoplastic, Broken, White, 4 in.48
49
55
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Broken, Yellow, 4 in.
5244
41
39
35
34
Pavement Message Markings, Thermoplastic, "Fishhook Arrow"
Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Thermoplastic, Solid, White, 6 in.Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) 51
54 Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 12 in. Transverse Markings, Thermoplastic, Crosswalk Line, White, 6 in.
Pavement Message Markings, Thermoplastic, Lane Indication Arrow
Transverse Marking, Thermoplastic,"Sharks Teeth"
Lighting Handhole
Decorative Street Light
Lighting Service Point Irrigation Conduit
Plastic Duct in Trench
Conduit, Steel
4
4
5
Spring Mill Road
Spring Mill Road
1 1 6
t
h
S t
r e
e
t
4
5
0
4
5
5
Spring Mill Road
LINE "S-1-B"
SIGNING & PAVEMENT MARKINGS
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
455+35.00 "S-1-B"
END CONSTRUCTION
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:14 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.06.dgn
51
CITY OF CARMEL
sbalog 10:02:14 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.06.dgn
1" = 30’
N/A
JSB AJE
KGJ JSB 11-09
124
03/28/2012
Line "S-1-B"
L i n e
"E "
L i n
e
"C
"
Existing Sign To
Be Relocated
(City of Carmel)
Pavement Marking Details.
See Roundabout Sign and
Note:
Line "S-1-B"
Line "S-1-B"
New Supports)
(Existing Sign on
447+48
New Supports)
(Existing Sign on
451+65
New Supports)
(Existing Sign on
444+43
New Supports)
(Existing Sign on
444+73 New Supports)
(Existing Sign on
445+05
New Supports)
(Existing Sign on
445+37
(36" x 36")
R3-8 (Mod.)
446+80
Supports)
(Existing Sign on New
444+64
W16-9P (24" x 12")
W11-2 (30" x 30")
448+32
W16-9P (24" x 12")
W11-2 (30" x 30")
448+09
W16-9P (24" x 12")
W11-2 (30" x 30")
450+97
(36" x 36")
R3-8 (Mod.)
452+30
Supports)
(Existing Sign on New
454+44
New Supports)
(Existing Sign on
451+65
W16-9P (24" x 12")
W11-2 (30" x 30")
450+77
R4-7 (24" x 30")
452+20
R4-7 (24" x 30")
452+20
47
47 47
47
47
4747
47
46
46
46
46
46
4646
46
55
55
46
46
+
7 5
+
8 1
+
9 0
+
1 5
+
3 0
46
46
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
37
Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38
46
Line, Thermoplastic, Solid, Yellow, 4 in.47
Line, Thermoplastic, Broken, White, 4 in.48
49
55
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Broken, Yellow, 4 in.
5244
41
39
35
34
Pavement Message Markings, Thermoplastic, "Fishhook Arrow"
Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Thermoplastic, Solid, White, 6 in.Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) 51
54 Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 12 in. Transverse Markings, Thermoplastic, Crosswalk Line, White, 6 in.
Pavement Message Markings, Thermoplastic, Lane Indication Arrow
Transverse Marking, Thermoplastic,"Sharks Teeth"
Lighting Handhole
Decorative Street Light
Lighting Service Point Irrigation Conduit
Plastic Duct in Trench
Conduit, Steel
116th Street
116th Street
S p r i n g M i l l R o a d
S
p
r
i
n
g
M
i
l
l
R
o
a
d
"Shark’s Teeth" Detail
ROUNDABOUT
SIGNING & PAVEMENT MARKINGS
3
2
5
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:15 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.07.dgn
52
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:02:15 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PM.07.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "S -1 -B "
Line "E"Line "C"
1 ’-6
"
1’-0"1’-0"
YIELD
YIELD
YIELD
R1-2 (36" x 36" x 36")
327+05 "E"
New Supports)
(Existing Sign on
449+98 "S-1-B"
Supports)
(Existing Sign on New
450+48 "S-1-B"
New Supports)
(Existing Sign on
(Spring Mill Road)
448+61 "S-1-B"
Supports)
(Existing Sign on New
327+04 "E"
New Supports)
(Existing Sign on
327+57 "E"
New Supports)
(Existing Sign on
(116th Street)
327+06 "E"
R1-2 (36" x 36" x 36")
450+48 "S-1-B"
New Supports)
(Existing Sign on
(Spring Mill Road)
450+48 "S-1-B"
Supports)
(Existing Sign on New
100+44 "C"
Supports)
(Existing Sign on New
100+94 "C"
Supports)
(Existing Sign on New
448+60 "S-1-B"
R1-2 (36" x 36" x 36")
448+60 "S-1-B"
New Supports)
(Existing Sign on
449+10 "S-1-B"
New Supports)
(Existing Sign on
(116th Street)
100+93 "C"
8
1
2
’
-
0
"
R
1 0 0 ’-0 "
R
4
0
0
’
-
0
"
R
4
0
0’-
0"
R
7
4
’-
0
"
R
7 4 ’-0 "
R
74’-0"
R
7 4 ’-0 "
R
74’-0"R
400’-0"
R
1
0
0’-
0"
R
4
0
0
’-
0
"
R
8
1
2
’
-
0
"
R
1 0 0 ’-0 "
R
400’-0"R
100’-0"
R
64.00
+36.00 "C"
34.00
+14.00
36.00
+61.00 "E"
15.60
+36.79 "E"
61.00
+60.00 "E"
36.00
+93.00
58.00
+92.00
35.97
+82.53 "C"
32.00
+39.00 "C"21.75
+96.57 "C"
16.25
+26.61 "C"
86.28
+29.71
71.95
+38.34
68.63
+81.09
63.89
+91.02
31.55
+21.03
42.95
+33.1627.09
+23.24
38.22
+35.88
37.73
+18.10
64.60
+17.49
37.06
+16.67 "E"
12.00
+65.17 "E"
24.00
+20.27 "E"
37.60
+72.55
27.29
+54.95
14.49
+90.82
67.55
+85.18
25.30
+99.75 "C"
11.55
+68.25 "C"
79.66
+96.75
46
46
46
46
46
46
46
46
46
46
46
46
47
47
47
47
47
47
47
47
47
47
47
47
4747
47
47
44
44
44
44
44
44
25.99
+85.01
49.91
+99.8532.01
+87.30
44
51
51
51
51
52
52
52
52
41 41
41
41
41
41
41
41
39
39
39
39
39
39
3939
48
34
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
37
Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38
46
Line, Thermoplastic, Solid, Yellow, 4 in.47
Line, Thermoplastic, Broken, White, 4 in.48
49
55
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Broken, Yellow, 4 in.
5244
41
39
35
34
Pavement Message Markings, Thermoplastic, "Fishhook Arrow"
Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Thermoplastic, Solid, White, 6 in.Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) 51
54 Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 12 in. Transverse Markings, Thermoplastic, Crosswalk Line, White, 6 in.
Pavement Message Markings, Thermoplastic, Lane Indication Arrow
Transverse Marking, Thermoplastic,"Sharks Teeth"
Lighting Handhole
Decorative Street Light
Lighting Service Point Irrigation Conduit
Plastic Duct in Trench
Conduit, Steel
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
SHEET SIGN &
POST SUMMARY
sbalog 10:02:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SN.01.dgn
53
POSTSIGN
SHEET SIGN & POST SUMMARY
/ LINE
SHEET NO.
PLAN
LOCATION
SIGN
CODE
SIGN
0.125"0.080"0.100"
TOTALS
1 TOTAL
POST LENGTH (FT.)
(IN x IN)
SIZE
SIGN SIGN AREA (SFT)
GROUND - MOUNTED
AREA (SFT)
PANEL SIGN,
MOUNTED ON
0.080"
REINFORCED ANCHOR
" - 12 GA. (TYPE 1)41" x 2412
CITY OF CARMEL
sbalog 10:02:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SN.01.dgn
11-09
124
COMMENTS
POSTSIGN
SHEET SIGN & POST SUMMARY
/ LINE
SHEET NO.
PLAN
LOCATION
SIGN
CODE
SIGN
0.125"0.080"0.100"
TOTALS
1 TOTAL
POST LENGTH (FT.)
(IN x IN)
SIZE
SIGN SIGN AREA (SFT)
GROUND - MOUNTED
AREA (SFT)
PANEL SIGN,
MOUNTED ON
0.080"
REINFORCED ANCHOR
" - 12 GA. (TYPE 1)41" x 2412
COMMENTS
N/A
N/A
SB
KGJ
SB
KGJ
03/28/2012
"D"LINE 60+96 R6-1 36 x 12 3 8.3 8.3
61+54 R6-1 36 x 12 3 8.3 8.3
62+05 D3-1 48 x 10 ** Assembly Sign StreetDecorative
62+18 R1-2 36x36x 36 3.9 10.3 10.3
62+31 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
62+50 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
62+50 R4-7 24 x 30 5 9.8 9.8
64+05 W2-6 30 x 30 6.25 11.9 11.9
W16-8 35 x 8 1.9444
W13-1-A 18 x 18 2.25
"E"LINE 323+10 EXIST.30 x 30 11.9 11.9 Supports New on SignsExisting
35 x 8
18 x 18
325+19 R4-7 24 x 30 5 9.8 9.8
325+20 (MOD.)R3-8 36 x 36 9 10.3 10.3
325+49 EXIST.30 x 36 10.3 10.3 Supports New on SignExisting
325+91 EXIST.30 x 30 9.8 9.8 Supports New on SignExisting
326+65 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
326+77 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
327+04 EXIST.36x36x 36 10.3 10.3 Supports New on SignExisting
327+05 R1-2 36x36x 36 3.9 10.3 10.3
327+06 EXIST.** Assembly Sign StreetDecorative
327+57 EXIST.36 x 12 8.3 8.3 Supports New on SignExisting
"C"LINE 100+44 EXIST.36 x 12 8.3 8.3 Supports New on SignExisting
100+93 EXIST.** Assembly Sign StreetDecorative
100+94 EXIST.36x36x 36 10.3 10.3 Supports New on SignExisting
100+94 EXIST.36x36x 36 10.3 10.3 Supports New on SignExisting
101+21 EXIST.30 x 30 10 10 Supports New on SignsExisting
24 x 12
101+44 EXIST.30 x 30 10 10 Supports New on SignsExisting
24 x 12
103+00 EXIST.36 x 36 10.3 10.3 Supports New on SignsExisting
Subtotals 51.5 24.744 228.8
60+37
"PR-A"LINE 32+00 W2-6 30 x 30 6.25 11.4 11.4
W16-8 29 x 8 1.6111
W13-1-A 18 x 18 2.25
33+77 (MOD.)R3-8 36 x 36 9 10.3 10.3
35+51 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
35+70 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
35+99 R1-2 36x36x 36 3.9 10.3 10.3
36+00 R1-2 36x36x 36 3.9 10.3 10.3
36+01 D3-1 48 x 10 ** Assembly Sign StreetDecorative
36+48 R6-1 36 x 12 3 8.3 8.3
37+07 R6-1 36 x 12 3 8.3 8.3
37+47 D3-1 48 x 10 ** Assembly Sign StreetDecorative
37+51 R1-2 36x36x 36 3.9 10.3 10.3
37+58 R1-2 36x36x 36 3.9 10.3 10.3
37+73 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
38+01 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
39+43 (MOD.)R3-8 36 x 36 9 10.3 10.3
41+50 W2-6 30 x 30 6.25 11.4 11.4
W16-8 29 x 8 1.6111
W13-1-A 18 x 18 2.25
42+27 R1-1 30 x 30 6.25 9.8 9.8
47+67 R1-1 30 x 30 6.25 9.8 9.8
"D"LINE 58+55 W2-6 30 x 30 6.25 11.9 11.9
W16-8 35 x 8 1.9444
W13-1-A 18 x 18 2.25
59+28 R4-7 24 x 30 5 9.8 9.8
60+06 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
60+25 W11-2 30 x 30 6.25 10 10
W16-9P 24 x 12 2
R1-2 36x36x 36 3.9 10.3 10.3
60+50 D3-1 48 x 10 ** Assembly Sign StreetDecorative
Subtotals 95.722 45.444 212.8
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
SHEET SIGN &
POST SUMMARY
sbalog 10:02:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SN.02.dgn
54
POSTSIGN
SHEET SIGN & POST SUMMARY
/ LINE
SHEET NO.
PLAN
LOCATION
SIGN
CODE
SIGN
0.125"0.080"0.100"
TOTALS
1 TOTAL
POST LENGTH (FT.)
(IN x IN)
SIZE
SIGN SIGN AREA (SFT)
GROUND - MOUNTED
AREA (SFT)
PANEL SIGN,
MOUNTED ON
0.080"
REINFORCED ANCHOR
" - 12 GA. (TYPE 1)41" x 2412
CITY OF CARMEL
sbalog 10:02:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SN.02.dgn
11-09
124
COMMENTS
POSTSIGN
SHEET SIGN & POST SUMMARY
/ LINE
SHEET NO.
PLAN
LOCATION
SIGN
CODE
SIGN
0.125"0.080"0.100"
TOTALS
1 TOTAL
POST LENGTH (FT.)
(IN x IN)
SIZE
SIGN SIGN AREA (SFT)
GROUND - MOUNTED
AREA (SFT)
PANEL SIGN,
MOUNTED ON
0.080"
REINFORCED ANCHOR
" - 12 GA. (TYPE 1)41" x 2412
COMMENTS
N/A
N/A
SB
KGJ
SB
KGJ
03/28/2012
Subtotals
"C"LINE 103+00 EXIST.30 x 30 11.9 11.9 Supports New on SignsExisting
35 x 8
18 x 18
103+30 R1-1 30 x 30 6.25 9.8 9.8
"S-1-B"LINE 444+43 EXIST.18 x 24 9.3 9.3 Supports New on SignExisting
444+64 EXIST.30 x 30 11.9 11.9 Supports New on SignsExisting
29 x 8
18 x 18
444+73 EXIST.18 x 24 9.3 9.3 Supports New on SignExisting
445+05 EXIST.18 x 24 9.3 9.3 Supports New on SignExisting
445+37 EXIST.18 x 24 9.3 9.3 Supports New on SignExisting
446+79 R4-7 24 x 30 5 9.8 9.8
446+80 (MOD.)R3-8 36 x 36 9 10.3 10.3
447+48 EXIST.30 x 30 9.8 9.8 Supports New on SignExisting
448+09 W11-2 30 x 30 6.25 9.8 9.8
W16-9P 24 x 12 2
448+32 W11-2 30 x 30 6.25 9.8 9.8
W16-9P 24 x 12 2
448+60 R1-2 36x36x 36 3.9 10.3 10.3
448+61 EXIST.** Assembly Sign StreetDecorative
449+10 EXIST.36 x 12 8.3 8.3 Supports New on SignExisting
449+98 EXIST.36 x 12 8.3 8.3 Supports New on SignExisting
450+48 R1-2 36x36x 36 3.9 10.3 10.3
450+48 EXIST.36x36x 36 10.3 10.3
450+48 EXIST.** Assembly Sign StreetDecorative
450+77 W11-2 30 x 30 6.25 9.8 9.8
W16-9P 24 x 12 2
450+97 W11-2 30 x 30 6.25 9.8 9.8
W16-9P 24 x 12 2
451+65 EXIST.30 x 30 9.8 9.8 Supports New on SignExisting
451+65 EXIST.30 x 36 10.3 10.3 Supports New on SignExisting
452+20 R4-7 24 x 30 5 9.8 9.8
452+30 (MOD.)R3-8 36 x 36 9 10.3 10.3
454+44 EXIST.30 x 30 11.9 11.9 Supports New on SignExisting
EXIST.29 x 8
EXIST.18 x 18
49.25 25.8 239.5
196.47 95.989 681.1
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
MISCELLANEOUS QUANTITIES
TABLE
"PR-A"
TOTAL
Station
From
Station
To L o c
a
t i o
n
L e
f t
M e
d
i a
n
R i g h
t D i t
c h
e
sfo
r
R
i p
r a
p
Tons
G
e
o
t e
x t
i l e s
Syd Syd
D i t
c
h
S
i d
e P
a
v e d
F o
r
D i t
c
h e
s
F o
r
Syd
M e
d
i a
n
F o
r
SoddingRiprap
SEEDING & SODDING SUMMARY TABLE
Syd Syd
S
t r i p
U t
i l i t
y
F o
r
S o
d
d i n
g
P
o
i n
t
B r e
a
k
Syd
MAILBOX APPROACHES
LT/RT
Location
Station
Box Description
(Ft)
Width Required
Assembly Mailbox
Single Double
STATION
CURB RAMP TABLE
TYPE RAMP AREA (SYS)/ RIGHT
LEFT
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.MT.01.dgn
55
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:02:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.MT.01.dgn
1" = 30’
N/A
11-09
124
03/28/2012
35+64
35+61
37+82
37+90
60+17
60+15
62+39
62+39
448+23
448+23
450+85
450+86
326+69
326+69
101+30
101+32
7.00
7.00
7.00
7.00
7.00
7.00
7.00
6.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
Rt
Lt
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
102+59
103+45
Rt
Rt
15.00
14.00
G
G
35+73
37+76
60+22
62+32
448+34
450+74
326+80
101+20
103+02
Med
Med
Med
Med
Med
Med
Med
Med
Rt
12.00
12.00
15.00
13.00
14.00
15.00
15.00
13.00
16.00
L
L
L
L
L
L
L
L
L
PRA
PRA
D
D
S-1-B
S-1-B
E
C
C
C
C
PRA
PRA
PRA
PRA
D
D
D
D
S-1-B
S-1-B
S-1-B
S-1-B
E
E
C
C
Rt
Lt
1
1
62+80 "D"
323+00 "E"
2733
51
466
52
381
448
700
49
63
60
105
59
57
231
92
59
59
85
17+36
35+78
35+68
36+02
37+48
37+81
42+92
49+44
59+26
60+27
62+04
325+16
326+85
100+92
101+25
446+77
448+39
450+46
450+79
37+71
41+20
46+24
200+09
60+17
60+50
62+27
326+75
327+08
101+15
104+00
448+29
448+62
450+69
452+22
17+36
35+69
35+69
101+33
102+80
103+39
448+27
448+28
449+98
450+40
35+59
36+24
36+69
102+65
103+22
104+02
449+39
448+91
450+82
450+79
1223
55
85
85
53
43
99
65
84
28
RAB CENTER ISLAND
5750 1820
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
SUMMARY OF QUANTITIES
AND APPROACH TABLE
SUMMARY OF QUANTITIES AND APPROACH TABLE
(STATION)
LOCATION
CLASS)
TYPE OR
(APPROACH
DESCRIPTION
WIDTH
"W"
ft.
LENGTH
"L"
ft.ft.
R
/
W L I N E
B E Y O
N D
D I S
T A
N C
E
RADII
"R"
ft.%
1
SHOWN)
10% NOT
(LESS THAN
GRADE
2
%
EXCAVATION
CYS.
CUT FILL TON
SURFACE INTERMD.
FOR
ASPHALT
TONS
C
O A
T
S E A
L
TONS
C
O A
T
T A C K
TONS
C
O A
T
P
R I M E
TONS TONS TONS
NO. 53
BASE
AGGREGATE FOR
COMPACTED
TYPE "O"
SYS SYS
in.
SYS TON
R/W LINE
SURFACE BEYOND
C O M P
. A
G G .
T Y P
E
"O
"
A S
P H A L T
C
O N C R E T E
REMARKS
BASE
sbalog 10:02:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.AT.01.dgn
56
CITY OF CARMEL
sbalog 10:02:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.AT.01.dgn
11-09
124
N/A
N/A
SB SB
KGJ KGJ
T Y P
E B
A P
P
R O
A C H
E
S
H M A
F O R HMA MATERIAL FOR ROADS
TON TON TON TON TON TON TON TON
BASEBASEINTERMD.INTERMD.SURFACE
TYPE "C"TYPE "A"TYPE "A"TYPE "C"TYPE "C"TYPE "C"TYPE "C"TYPE "C"
OG
165#/SYS 110#/SYS 330#/SYS 250#/SYS 275#/SYS 330#/SYS 385#/SYS 605#/SYS440#/SYS 12 in.5.5 in.5 in.
M I L L I N
G
A S
P H A L T
1.5 in.
A P
P
R O
A C H
E
S
P
C
C P F
O R
6 in.
T R
U C K A
P
R O
N
P
C C
P
NO. 53
AGGREGATE
COMPACTED
TYPE "O"
TONS
13 in.
03/28/2012
N O
. 8
A G G R E G A
T E ,
C
O A
R S
E
980.0
"PR-A"Line Mainline 1740 130 394 3362 2899 3925 4057 689
RAB111th 143 225 238 309 298 73.0
42+57.0 Lt. ApproachStreet 34 41.0 56
48+14.0 Lt. ApproachStreet 62 37.0 83
"D"Line Mainline 104 140 141 148 140 69 143.0 30.0 117.0
62+65.0 Rt.Drive 17 15.0 8
"E"Line Mainline 247 208 353 255 494 400 45.0 792.0
323+12.0 Lt.Drive 20 16.0 9
"C"Line Mainline 131 18 52 179 131 157 183 88.0 629.0 12.0
103+06.0 Rt. ApproachStreet 24 69.0 70
"S-1-B"Line Mainline 376 71 214 420 587 1013 375.0 169.0 1496.0
RAB116th 196 326 456 734 101.0 1357.0
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
L i n
e
"P
R
-
A "
N o
r t
h
b o
u
n d
L i n
e
"P
R
-
A "
N o
r t
h
b o
u
n d
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.01.dgn
57UNDERDRAIN TABLE
CITY OF CARMEL
sbalog 10:02:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.01.dgn
11-09
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
SB SB
KGJ KGJ
N/A
N/A
124
03/28/2012
Connect to Pipe by Others
Station Equation
Station Equation
39+75
100 109 9
842.79 N 233 841.50
40+75 843.09 N
40+75
100 109 9
843.09 N 236 842.00
41+75 843.31 N
41+75
155 168 14
843.31 N 239 842.12
43+30 844.57 N
43+30
120 130 11
844.57 N 242 842.83
44+50 845.17 N
44+50
115 125 11
845.17 N 245 843.43
45+65 845.74 N
45+65
65 71 6
845.74 N
46+30 845.83 N 247 845.31
46+30
55 60 5
845.83 N 247 845.31
46+85 846.42 N
46+30
55 60 5
845.83 N
46+85 846.42 N 250 845.00
46+85
150 163 14
846.42 N 250 845.00
48+35 846.61 N
48+35
140 152 13
846.61 N 252 846.00
49+75 847.31 N
49+75
110 120 10
847.31 N 257 846.40
50+85 847.86 N
50+85
115 125 11
847.86 N 260 846.95
52+00 848.56 N
52+00
125 136 12
848.56 N 263 847.65
53+25 849.79 N
53+25
98 107 9
849.79 N 266 848.90
54+23 850.77 N
199+53
47 51 5
850.77 N
200+00 851.24 N
200+00
120 130 11
851.24 N 269 850.35
201+20 852.09 N
Subtotal
3945 4287 368
26+60
17+36
14 16 2
831.31 N
17+50 831.66 N
17+50
236 256 22
831.66 N 102 831.05
19+86 836.11 N
19+86
264 286 24
836.11 N
22+50 833.81 N 106 833.20
22+50
100 109 9
833.81 N
23+50 832.89 N 109 832.30
23+50
70 76 7
832.89 N
24+20 832.63 N 112 832.10
24+25
105 114 10
832.63 N 114 832.25
25+30 833.04 N
25+30
130 141 12
833.04 N 116 832.45
26+60 833.69 N
130 141 12
833.69 N 118 833.10
27+90 834.34 N
27+90
130 141 12
834.34 N 120 833.75
29+20 834.99 N
29+20
130 141 12
834.99 N 122 834.40
30+50 835.64 N
30+50
120 130 11
835.64 N 124 835.05
31+70 836.24 N
31+70
130 141 12
836.24 N 126 835.65
33+00 836.89 N
33+00
125 136 12
836.89 N 128 836.30
34+25 837.56 N
34+25
160 174 15
837.56 N 130 836.95
35+85 838.93 N
35+85
135 147 13 0.20%
838.93 N 132 838.50
"D"62+50 839.20 N
"D"62+50
126 137 12 0.20%
841.48 N
38+05 841.23 N 227 840.45
38+05
95 103 9
841.23 N 227 840.45
39+00 841.94 N
39+00
75 82 7
841.94 N 230 841.05
39+75 842.79 N
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
L i n
e
"P
R -
A
" S
o
u t
h
b o
u
n d
L i n
e
"P
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-
A "
S
o u
t
h b
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u n
d
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.02.dgn
58UNDERDRAIN TABLE
CITY OF CARMEL
sbalog 10:02:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.02.dgn
11-09
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
SB SB
KGJ KGJ
N/A
N/A
124
03/28/2012
Station Equation
Station Equation
Connect to Pipe by Others 39+75
100 109 9
842.31 N 232 841.70
40+75 842.55 N
40+75
100 109 9
842.55 N 235 842.20
41+75 842.83 N
41+75
155 168 14
842.83 N 238 842.30
43+30 843.61 N
43+30
120 130 11
843.61 N 241 843.05
44+50 844.21 N
44+50
235 255 22
844.21 N 244 843.65
46+85 845.86 N
46+85
215 233 20
845.86 N 249 845.25
49+00 846.94 N
49+00
75 82 7
846.94 N 254 846.33
49+75 847.31 N
49+75
110 120 10
847.31 N 256 846.70
50+85 847.86 N
50+85
115 125 11
847.86 N 259 847.25
52+00 848.56 N
52+00
125 136 12
848.56 N 262 847.95
53+25 849.79 N
53+25
98 107 9
849.79 N 265 849.20
54+23 850.77 N
199+53
47 51 5
850.77 N
200+00 851.24 N
200+00
120 130 11
851.24 N 268 850.65
201+20 852.09 N
Subtotal
3803 4132 354
832.80
17+36
14 16 2
831.31 N
17+50 831.66 N
17+50
235 255 22
831.66 N 101 830.75
19+85 836.11 N
19+85
265 288 24
836.11 N
22+50 833.81 N 105 832.90
22+50
100 109 9
833.81 N
23+50 832.89 N 108 831.25
23+50
70 76 7
832.89 N
24+20 832.63 N 111 831.80
24+25
105 114 10
832.63 N 113 832.05
25+30 833.04 N
25+30
130 141 12
833.04 N 115 832.15
26+60 833.69 N
26+60
130 141 12
833.69 N 117
27+90 834.34 N
27+90
130 141 12
834.34 N 119 833.45
29+20 834.99 N
29+20
130 141 12
834.99 N 121 834.10
30+50 835.64 N
30+50
120 130 11
835.64 N 123 834.75
31+70 836.24 N
31+70
130 141 12
836.24 N 125 835.35
33+00 836.89 N
33+00
125 136 12
836.89 N 127 836.00
34+25 837.56 N
34+25
160 174 15
837.56 N 129 836.65
35+85 838.97 N
35+85
42 46 4
838.97 N 131 838.15
36+20 839.92 N
"D"60+50
132 143 12
840.32 N 301 835.00
38+05 841.20 N
38+05
95 103 9
841.20 N 226 840.75
39+00 841.94 N
39+00
75 82 7
841.94 N 229 841.35
39+75 842.31 N
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
W e s
t b
o
u n
d
L i n
e
"C
"
E a
s
t b
o
u n
d
L i n
e
"C "
E a
s
t
b o
u
n d
L i n
e
"E
"
W e
s t
b
o u
n
d
L i n e
"D "
E a s
t b
o
u n
d
L i n
e
"D
"
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.03.dgn
59UNDERDRAIN TABLE
CITY OF CARMEL
sbalog 10:02:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.03.dgn
11-09
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
SB SB
KGJ KGJ
N/A
N/A
124
03/28/2012
59+15
35 38 4 0.2
838.16 N
59+50 838.09 N 315 837.10
59+50
105 114 10
838.09 N 315 837.10
60+49 839.97 N
Subtotal
140 152 14
59+15
35 38 4 0.2
838.16 N
59+50 838.09 N 300 837.30
59+50
100 109 9
838.09 N 300 837.30
60+50 840.32 N
Subtotal
135 147 13
321+90
92 100 9
850.09 N
322+82 849.65 N 700 849.00
322+82
105 114 10
849.65 N
323+98 849.09 N 701 848.50
323+98
110 120 10
849.09 N
325+00 848.72 N 702 848.26
325+05
188 204 17
848.73 N 703 848.30
326+93 849.71 N
Subtotal
495 538 46
101+05
95 103 9 0.57
850.40 N 404 850.40
102+00 850.94 N
102+00
105 114 10
850.94 N 406 850.90
102+84 851.69 N
Subtotal
200 217 19
101+05
95 103 9 0.26
850.70 N 403 850.70
102+00 850.94 N
102+00
105 114 10 0.57
851.10 N 405 851.10
102+84 851.69 N
Subtotal
200 217 19
Total
8918 9690 833
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
STRUCTURE DATA TABLE
sbalog 10:02:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.01.dgn
STRUCTURE DATA
N U
M
B
E
R
S T R U
C T U R E
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
STRUCTURE
SPECIALTY
CATCH BASIN, OR
MANHOLE, INLET,
ft.
L E
N G T H
S
K E W
ft.
C
O V E R
ELEV.
STREAM
UP
ELEV.
STREAM
DOWN
FLOW LINE
YR.
L I F E
S
E R V I C
E
D E S
I G N
A T I O
N
S
I T E
p
H
M E T H O D
B
A C
K F
I L L
CYS.TON CYS.
S
T R
U C T U
R
E S
C
L A S
S
A
, F
O R
C O
N C R
E
T E ,
EACH
S
E C T I O
N
P
I P
E
E N D
TYPE EACH
SECTION
BOX END
GRATED
SLOPE SLOPE EACH
SECTION
END
METAL
SAFETY
S T R .
N O
.
C O N N E C
T
T O
REMARKS
SYS.
G E
O T E
X T I L E S
STATION
CYS.
O F F
S
E
T
FT
B A
C K F I L L
S
T R
U C T U
R E
T Y P
E
T Y P
E
T Y P
E
R
I P
R
A P
TYPE
B A
C K F I L L
F
L O
W A B L E
I N S
P E C
T I O N
V I D E O
DESCRIPTION
60
LFT.
CITY OF CARMEL
sbalog 10:02:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.01.dgn
11-09
124
N/A
N/A
SB SB
KGJ KGJ
03/28/2012
30+50.0
"PR-A"Line
100 17+50.0 x 60.0 36 RCP J-4Manhole 30 3.8 824.19 824.07 75 N 7.0 1 34 1 30 Others by Pipe toConnect
101 17+50.0 x 12 RCP K-10 BasinCatch 22 2.9 830.75 829.55 75 N 7.0 1 9 1 22 100
102 17+50.0 x 12 RCP J-10Inlet 65 2.6 831.05 830.85 75 N 7.0 1 24 1 65 101
103 19+75.0 x 60.0 36 RCP J-4Manhole 219 8.3 825.07 824.19 75 N 7.0 1 485 1 219 100
104 22+50.0 x 60.0 36 RCP J-4Manhole 269 6.7 829.73 828.65 75 N 7.0 1 490 1 269 103
105 22+50.0 x 12 RCP K-10 BasinCatch 22 2.9 832.90 832.75 75 N 7.0 1 9 1 22 104
106 22+50.0 x 12 RCP J-10Inlet 65 2.6 833.20 833.00 75 N 7.0 1 24 1 65 105
107 23+50.0 x 67.0 36 RCP J-4Manhole 95 6.0 830.21 829.83 75 N 7.0 1 156 1 95 104
108 23+50.0 x 12 RCP K-10 BasinCatch 29 3.7 831.25 831.00 75 N 7.0 1 15 1 29 107
109 23+50.0 x 12 RCP J-10Inlet 65 2.6 832.30 831.65 75 N 7.0 1 24 1 65 108
110 23+60.0 x 67.0 36 RCP Pipe 7 1.9 830.99 830.96 75 N 7.0 1 5 1 7 107
111 24+20.0 x 12 RCP K-10 BasinCatch 25 2.9 831.80 831.65 75 N 7.0 1 10 1 15.0 6.0 REV 25 1
112 24+20.0 x 12 RCP M-10Inlet 65 2.5 832.10 831.90 75 N 7.0 1 23 1 65 111
113 24+25.0 x 12 RCP M-10Inlet 1 2.6 832.05 832.00 75 N 7.0 1 1 1 1 111
114 24+25.0 x 12 RCP M-10Inlet 1 2.4 832.25 832.20 75 N 7.0 1 1 1 1 112
115 25+30.0 x 12 RCP K-10 BasinCatch 25 2.9 832.15 832.05 75 N 7.0 1 10 1 15.0 6.0 REV 25 1
116 25+30.0 x 12 RCP J-10Inlet 65 2.6 832.45 832.25 75 N 7.0 1 24 1 65 115
117 26+60.0 x 12 RCP K-10 BasinCatch 26 2.9 832.80 832.65 75 N 7.0 1 11 1 15.0 6.0 REV 26 1
118 26+60.0 x 12 RCP J-10Inlet 65 2.6 833.10 832.90 75 N 7.0 1 24 1 65 117
119 27+90.0 x 12 RCP K-10 BasinCatch 26 2.9 833.45 833.30 75 N 7.0 1 11 1 17.0 7.0 REV 26 1
120 27+90.0 x 12 RCP J-10Inlet 65 2.6 833.75 833.55 75 N 7.0 1 24 1 65 119
121 29+20.0 x 12 RCP K-10 BasinCatch 26 2.9 834.10 833.95 75 N 7.0 1 11 1 17.0 7.0 REV 26 1
122 29+20.0 x 12 RCP J-10Inlet 65 2.6 834.40 834.20 75 N 7.0 1 24 1 65 121
123 x 12 RCP K-10 BasinCatch 26 2.9 834.75 834.60 75 N 7.0 1 11 1 18.0 7.0 REV 26 1
124 30+50.0 x 12 RCP J-10Inlet 65 2.6 835.05 834.85 75 N 7.0 1 24 1 65 123
125 31+70.0 x 12 RCP K-10 BasinCatch 26 2.9 835.35 835.20 75 N 7.0 1 11 1 18.0 7.0 REV 26 1
126 31+70.0 x 12 RCP J-10Inlet 65 2.6 835.65 835.45 75 N 7.0 1 24 1 65 125
127 33+00.0 x 12 RCP K-10 BasinCatch 26 2.9 836.00 835.85 75 N 7.0 1 11 1 20.0 8.0 REV 26 1
128 33+00.0 x 12 RCP J-10Inlet 65 2.6 836.30 836.10 75 N 7.0 1 24 1 65 127
129 34+25.0 x 12 RCP K-10 BasinCatch 26 2.9 836.65 836.50 75 N 7.0 1 11 1 21.0 8.0 REV 26 1
130 34+25.0 x 12 RCP J-10Inlet 64 2.6 836.95 836.75 75 N 7.0 1 24 1 64 129
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
STRUCTURE DATA TABLE
sbalog 10:02:22 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.02.dgn
STRUCTURE DATA
N U
M
B
E
R
S T R U
C T U R E
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
STRUCTURE
SPECIALTY
CATCH BASIN, OR
MANHOLE, INLET,
ft.
L E
N G T H
S
K E W
ft.
C
O V E R
ELEV.
STREAM
UP
ELEV.
STREAM
DOWN
FLOW LINE
YR.
L I F E
S
E R V I C
E
D E S
I G N
A T I O
N
S
I T E
p
H
M E T H O D
B
A C
K F
I L L
CYS.TON CYS.
S
T R
U C T U
R
E S
C
L A S
S
A
, F
O R
C O
N C R
E
T E ,
EACH
S
E C T I O
N
P
I P
E
E N D
TYPE EACH
SECTION
BOX END
GRATED
SLOPE SLOPE EACH
SECTION
END
METAL
SAFETY
S T R .
N O
.
C O N N E C
T
T O
REMARKS
SYS.
G E
O T E
X T I L E S
STATION
CYS.
O F F
S
E
T
FT
B A
C K F I L L
S
T R
U C T U
R E
T Y P
E
T Y P
E
T Y P
E
R
I P
R
A P
TYPE
B A
C K F I L L
F
L O
W A B L E
I N S
P E C
T I O N
V I D E O
DESCRIPTION
61
LFT.
CITY OF CARMEL
sbalog 10:02:22 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.02.dgn
11-09
124
N/A
N/A
SB SB
KGJ KGJ
03/28/2012
44+50.0
"PR-A"Line
131 35+85.0 x 12 RCP K-10 BasinCatch 31 3.0 838.15 838.00 75 N 7.0 1 13 1 22.0 8.0 REV 31 1
132 35+85.0 x 12 RCP J-10Inlet 84 2.6 838.50 838.25 75 N 7.0 1 31 1 84 131
226 38+05.0 x 12 RCP J-10Inlet 62 2.5 840.75 840.55 75 N 7.0 1 22 1 62 227
227 38+05.0 x 12 RCP K-10 BasinCatch 7 2.8 840.45 840.41 75 N 7.0 1 3 1 7 228
228 38+05.0 x 48.0 36 RCP J-4Manhole 65 2.8 839.25 839.05 75 N 7.0 1 59 1 65 302
229 39+00.1 x 12 RCP J-10Inlet 64 2.6 841.35 841.15 75 N 7.0 1 23 1 64 230
230 39+00.0 x 12 RCP K-10 BasinCatch 2 2.9 841.05 841.00 75 N 7.0 1 1 1 2 231
231 39+00.0 x 40.0 36 RCP J-4Manhole 90 3.0 839.63 839.35 75 N 7.0 1 87 1 90 228
232 39+75.0 x 12 RCP J-10Inlet 39 2.6 841.70 841.60 75 N 7.0 1 15 1 39 233
233 39+75.0 x 15 RCP K-10 BasinCatch 26 2.2 841.50 841.35 75 N 7.0 1 10 1 26 234
234 39+75.0 x 38.0 36 RCP J-4Manhole 70 3.5 839.94 839.73 75 N 7.0 1 76 1 70 231
235 40+75.0 x 12 RCP J-10Inlet 33 2.2 842.20 842.11 75 N 7.0 1 11 1 33 236
236 40+75.0 x 15 RCP K-10 BasinCatch 33 2.2 842.00 841.85 75 N 7.0 1 12 1 33 237
237 40+75.0 x 38.0 30 RCP J-4Manhole 94 4.3 841.33 841.04 75 N 7.0 1 94 1 94 234
238 41+75.0 x 12 RCP J-10Inlet 27 2.6 842.30 842.22 75 N 7.0 1 10 1 27 239
239 41+75.0 x 15 RCP K-10 BasinCatch 45 2.5 842.12 841.97 75 N 7.0 1 18 1 45 240
240 41+75.0 x 45.0 30 RCP J-4Manhole 102 5.1 841.74 841.43 75 N 7.0 1 118 1 102 237
241 43+30.0 x 12 RCP J-10Inlet 39 2.6 843.05 842.93 75 N 7.0 1 15 1 39 242
242 43+30.0 x 12 RCP K-10 BasinCatch 33 2.9 842.83 842.72 75 N 7.0 1 13 1 33 243
243 43+30.0 x 45.0 30 RCP J-4Manhole 162 5.2 842.33 841.84 75 N 7.0 1 193 1 162 240
244 44+50.0 x 12 RCP J-10Inlet 39 2.6 843.65 843.53 75 N 7.0 1 15 1 39 245
245 x 12 RCP K-10 BasinCatch 33 2.9 843.43 843.32 75 N 7.0 1 13 1 33 246
246 44+50.0 x 45.0 30 RCP J-4Manhole 124 5.4 842.81 842.43 75 N 7.0 1 151 1 124 243
247 46+30.0 x 12 RCP K-10 BasinCatch 45 1.9 845.31 845.11 75 N 7.0 1 13 1 45 248
248 46+30.0 x 45.0 30 RCP J-4Manhole 186 3.9 843.84 842.91 75 N 7.0 1 174 1 186 246
249 46+85.0 x 12 RCP J-10Inlet 65 2.6 845.25 845.05 75 N 7.0 1 24 1 65 250
250 46+85.0 x 12 RCP K-10 BasinCatch 3 2.9 845.00 844.95 75 N 7.0 1 2 1 3 251
251 46+85.0 x 40.0 24 RCP C-4Manhole 50 3.5 844.59 844.34 75 N 7.0 1 36 1 50 248
252 48+35.0 x 12 RCP K-10 BasinCatch 3 2.6 846.00 845.95 75 N 7.0 1 2 1 3 253
253 48+35.0 x 40.0 24 RCP C-4Manhole 146 2.9 845.42 844.69 75 N 7.0 1 90 1 146 251
254 49+00.0 x 12 RCP K-10 BasinCatch 71 2.6 846.33 846.12 75 N 7.0 1 26 1 71 255
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
STRUCTURE DATA TABLE
sbalog 10:02:23 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.03.dgn
STRUCTURE DATA
N U
M
B
E
R
S T R U
C T U R E
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
STRUCTURE
SPECIALTY
CATCH BASIN, OR
MANHOLE, INLET,
ft.
L E
N G T H
S
K E W
ft.
C
O V E R
ELEV.
STREAM
UP
ELEV.
STREAM
DOWN
FLOW LINE
YR.
L I F E
S
E R V I C
E
D E S
I G N
A T I O
N
S
I T E
p
H
M E T H O D
B
A C
K F
I L L
CYS.TON CYS.
S
T R
U C T U
R
E S
C
L A S
S
A
, F
O R
C O
N C R
E
T E ,
EACH
S
E C T I O
N
P
I P
E
E N D
TYPE EACH
SECTION
BOX END
GRATED
SLOPE SLOPE EACH
SECTION
END
METAL
SAFETY
S T R .
N O
.
C O N N E C
T
T O
REMARKS
SYS.
G E
O T E
X T I L E S
STATION
CYS.
O F F
S
E
T
FT
B A
C K F I L L
S
T R
U C T U
R E
T Y P
E
T Y P
E
T Y P
E
R
I P
R
A P
TYPE
B A
C K F I L L
F
L O
W A B L E
I N S
P E C
T I O N
V I D E O
DESCRIPTION
62
LFT.
CITY OF CARMEL
sbalog 10:02:23 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.03.dgn
11-09
124
N/A
N/A
SB SB
KGJ KGJ
03/28/2012
59+50.0
"PR-A"Line
255 49+00.0 x 40.0 24 RCP C-4Manhole 60 2.8 845.82 845.52 75 N 7.0 1 36 1 60 253
256 49+75.0 x 12 RCP J-10Inlet 65 2.6 846.70 846.50 75 N 7.0 1 24 1 65 257
257 49+75.0 x 12 RCP K-10 BasinCatch 3 2.9 846.40 846.35 75 N 7.0 1 2 1 3 258
258 49+75.0 x 40.0 24 RCP C-4Manhole 67 2.8 846.25 845.92 75 N 7.0 1 40 1 67 255
259 50+85.0 x 12 RCP J-10Inlet 65 2.6 847.25 847.05 75 N 7.0 1 24 1 65 260
260 50+85.0 x 12 RCP K-10 BasinCatch 3 2.9 846.95 846.90 75 N 7.0 1 2 1 3 261
261 50+85.0 x 40.0 24 RCP C-4Manhole 100 2.7 846.85 846.35 75 N 7.0 1 59 1 100 258
262 52+00.0 x 12 RCP J-10Inlet 65 2.6 847.95 847.75 75 N 7.0 1 24 1 65 263
263 52+00.0 x 12 RCP K-10 BasinCatch 3 2.9 847.65 847.60 75 N 7.0 1 2 1 3 264
264 52+00.0 x 40.0 18 RCP C-4Manhole 105 3.3 847.50 846.95 75 N 7.0 1 59 1 105 261
265 53+25.0 x 12 RCP J-10Inlet 65 2.6 849.20 849.00 75 N 7.0 1 24 1 65 266
266 53+25.0 x 15 RCP K-10 BasinCatch 3 2.7 848.90 848.85 75 N 7.0 1 2 1 3 267
267 53+25.0 x 40.0 15 RCP C-4Manhole 114 4.1 848.17 847.60 75 N 7.0 1 69 1 114 264
268 200+00.0 x 12 RCP J-10Inlet 65 2.6 850.65 850.45 75 N 7.0 1 24 1 65 269
269 200+00.0 x 12 RCP K-10 BasinCatch 3 2.9 850.35 850.30 75 N 7.0 1 2 1 3 270
270 200+00.0 x 40.0 12 RCP C-4Manhole 136 3.7 850.30 848.94 75 N 7.0 1 67 1 136 267
302 37+36.0 x 61.0 36 RCP J-4Manhole 158 2.4 837.85 837.37 75 N 7.0 1 130 1 158 301
"D"Line
300 59+50.0 x 12 RCP J-10Inlet 31 2.8 837.30 837.20 75 N 7.0 1 12 1 31 315
301 60+50.0 x 36 RCP J-10Manhole 107 4.5 835.00 834.66 75 N 7.0 1 139 1 107 1
310 60+44.5 x 36 RCP Pipe 9 4.4 835.05 835.00 75 N 7.0 1 12 1 9 301
315 59+50.0 x 12 RCP K-10 BasinCatch 10 3.0 837.10 837.00 75 N 7.0 1 5 1 10 316
316 x 35.0 12 RCP C-4Manhole 73 1.4 836.90 836.60 75 N 7.0 1 17 1 73 1
"E"Line
700 322+82.0 x 12 RCP K-10 BasinCatch 1 2.7 849.00 848.95 75 N 7.0 1 1 1 1 Inlet Cap Temporarily use, future for Stub PipeProvide
701 323+98.0 x 12 RCP K-10 BasinCatch 1 2.6 848.50 848.45 75 N 7.0 1 1 1 1 Inlet Cap Temporarily use, future for Stub PipeProvide
702 325+00.0 x 12 RCP K-10 BasinCatch 1 2.7 848.26 848.20 75 N 7.0 1 1 1 1 Inlet Cap Temporarily use, future for Stub PipeProvide
703 325+05.0 x 12 RCP M-10Inlet 1 2.7 848.30 848.26 75 N 7.0 1 1 1 702 Inlet CapTemporarily
400 325+80.0 x 12 RCP Pipe 81 1.0 849.53 849.40 75 N 9.0 3 15 1 10.0 3.0 REV 81 2
600 326+68.0 x MH SanitaryExist. Grade to CastingAdjust
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
STRUCTURE DATA TABLE
sbalog 10:02:23 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.04.dgn
STRUCTURE DATA
N U
M
B
E
R
S T R U
C T U R E
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
STRUCTURE
SPECIALTY
CATCH BASIN, OR
MANHOLE, INLET,
ft.
L E
N G T H
S
K E W
ft.
C
O V E R
ELEV.
STREAM
UP
ELEV.
STREAM
DOWN
FLOW LINE
YR.
L I F E
S
E R V I C
E
D E S
I G N
A T I O
N
S
I T E
p
H
M E T H O D
B
A C
K F
I L L
CYS.TON CYS.
S
T R
U C T U
R
E S
C
L A S
S
A
, F
O R
C O
N C R
E
T E ,
EACH
S
E C T I O
N
P
I P
E
E N D
TYPE EACH
SECTION
BOX END
GRATED
SLOPE SLOPE EACH
SECTION
END
METAL
SAFETY
S T R .
N O
.
C O N N E C
T
T O
REMARKS
SYS.
G E
O T E
X T I L E S
STATION
CYS.
O F F
S
E
T
FT
B A
C K F I L L
S
T R
U C T U
R E
T Y P
E
T Y P
E
T Y P
E
R
I P
R
A P
TYPE
B A
C K F I L L
F
L O
W A B L E
I N S
P E C
T I O N
V I D E O
DESCRIPTION
63
LFT.
CITY OF CARMEL
sbalog 10:02:23 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.SD.04.dgn
11-09
124
N/A
N/A
SB SB
KGJ KGJ
03/28/2012
453+99.9
"C"Line
401 100+99.0 x 12 RCP M-10Inlet 97 1.5 850.63 850.34 75 N 7.0 1 23 1 97 402
402 101+00.0 x 12 RCP K-10 BasinCatch 26 1.8 850.34 850.26 75 N 7.0 1 7 1 16.0 6.0 REV 26 1
403 101+05.0 x 12 RCP M-10Inlet 4 1.5 850.70 850.65 75 N 7.0 1 1 1 4 401
404 101+05.0 x 12 RCP M-10Inlet 2 1.8 850.40 850.34 75 N 7.0 1 1 1 2 402
405 102+00.0 x 12 RCP M-10Inlet 70 2.1 851.10 850.90 75 N 7.0 1 21 1 70 406
406 102+00.0 x 12 RCP K-10 BasinCatch 25 2.3 850.90 850.81 75 N 7.0 1 9 1 11.0 4.0 REV 25 1
601 100+38.0 x MH SanitaryExist. Grade to CastingAdjust
602 100+42.0 x MH SanitaryExist. Grade to CastingAdjust
"S-1-B"Line
500 448+50.0 x 12 RCP Pipe 149 1.0 850.07 849.76 75 N 7.0 1 27 1 10.0 3.0 REV 149 2
603 446+85.0 x MH SanitaryExist. Grade to CastingAdjust
501 450+50.0 x 57.0 15 RCP C-4Manhole 102 0.7 850.21 849.90 75 N 7.0 1 18 1 1
502 451+20.0 x 34.0 12 RCP C-2Manhole 70 1.2 850.41 850.21 75 N 7.0 1 14 1 501
503 x 32.0 12 RCP F-7Inlet 276 2.8 851.35 850.51 75 N 7.0 1 104 1 502
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
LINE "PR-A"
820
830
820
830
Ac = 40 Af = 0
Vc = 0 Vf = 0
820
830
Ac = 51.1 Af = 0
Vc = 84 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:25 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 64
CITY OF CARMEL
sbalog 10:02:25 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
15
50
15+50.00 "PR-A"
BEGIN INCIDENTAL CONSTRUCTION
16
00
16
50
823.00
3:1
3:1
3:1
3:1
823.46
LINE "PR-A"
820
830
840
Ac = 101.3 Af = 0
Vc = 141 Vf = 0
830
840
Ac = 0 Af = 337.3
Vc = 68 Vf = 226
830
840
Ac = 0 Af = 322.5
Vc = 0 Vf = 170
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:26 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 65
CITY OF CARMEL
sbalog 10:02:26 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
17
00
R/W
17
36.11
17+36.11 "PR-A"
BEGIN PROJECT
8
3 0 .9
8
3 1 .1
R/W
R/W
17
50
STR No.101 STR No.102
8 3
1 .5
8 3
1 .4
STR No.100
3:1
3:1
823.92
50:1
3:1
P
.G .
8
3
4
.8
8
2%2%P
.G .
8
3
4
.8
8
50:1
3:1
P .G .
8
3
5 .2
2
2%2%P .G .
8
3
5 .2
2
Inv. = 830.75
Inv. = 829.55
Inv. = 831.05Inv. = 830.85
LINE "PR-A"
830
840
Ac = 0 Af = 299
Vc = 0 Vf = 575
830
840
Ac = 2.7 Af = 238.9
Vc = 3 Vf = 498
830
840
850
Ac = 0.5 Af = 238.2
Vc = 3 Vf = 442
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:27 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 66
CITY OF CARMEL
sbalog 10:02:27 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
18
00
8 3 2 .5
8 3 3 .0
R/W
R/W
18
50
8 3
4 .7
8 3
5 .9
R/W
R/W
19
00
8 3
5 .9
8 3
6 .8
50:1
3:1
P
.G .
8 3
6
.4
7
2%2%P
.G .
8 3
6
.4
7
50:1
3:1
P .G .
8
3
7 .7 2
2%2%P .G .
8
3
7 .7 2
50:1
3:1
P .G .
8
3 8 .8 8
2%2%P .G .
8
3 8 .8 8
LINE "PR-A"
830
840
850
Ac = 3.3 Af = 178.7
Vc = 4 Vf = 386
830
840
850
Ac = 8.7 Af = 131.3
Vc = 6 Vf = 144
830
840
850
Ac = 19.2 Af = 91.3
Vc = 13 Vf = 103
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:28 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 67
CITY OF CARMEL
sbalog 10:02:28 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
19
50
8 3 7 .0
8 3 7 .7
R/W
R/W
19
75
8 3
7 .7
8 3
8 .2
STR No.103
R/W
R/W
20
00
8 3 8 .1
8 3 8 .7
50:1
3:1
P
.G .
8 3
9
.5
3
2%2%P
.G .
8 3
9
.5
3
50:1
3:1
P .G .
8
3
9 .6
6
2%2%P .G .
8
3
9 .6
6
Inv. = 825.07
50:13:1
P .G .
8
3
9 .6
5
2%2%P .G .
8
3
9 .6
5
LINE "PR-A"
830
840
850
Ac = 70.2 Af = 28
Vc = 83 Vf = 110
830
840
850
Ac = 175.8 Af = 0
Vc = 228 Vf = 26
830
840
850
Ac = 270.3 Af = 0
Vc = 413 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:29 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 68
CITY OF CARMEL
sbalog 10:02:29 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
20
50
8
3 8 .9
8
3 9 .4
R/W
R/W
21
00840.0
8 4 0 .1
R/W
R/W
21
5084
0 .5
8 4
0 .6
50:13:1 P
.G .
8 3
9
.2
7
2%2%P
.G .
8 3
9
.2
7
50:13:1
P .G .
8
3
8 .8
0
2%2%P .G .
8
3
8 .8
0
50:1
3:1
P .G .
8
3 8 .3 2
2%2%P .G .
8
3 8 .3 2
LINE "PR-A"
830
840
850
Ac = 309.7 Af = 0
Vc = 537 Vf = 0
830
840
850
Ac = 323 Af = 0
Vc = 586 Vf = 0
830
840
850
Ac = 365.2 Af = 0
Vc = 637 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:30 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 69
CITY OF CARMEL
sbalog 10:02:30 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
22
00
8 4 0 .3
8 4 0 .5
R/WR/W
22
50STR No.106STR No.105
8
3 9 .9
8
4 0 .2
STR No.104
833.20
R/W
R/W
23
00
8 3
9 .9
8 4
0 .2
50:1
3:1 P
.G .
8 3
7
.8
5
2%2%P
.G .
8 3
7
.8
5
50:1
3:1
P
.G .
8
3
7
.3
7
2%2%P
.G .
8
3
7
.3
7
Inv. = 833.20Inv. = 833.00Inv. = 832.90
Inv. = 832.75
Inv. = 829.73
50:1
3:1 P .G .
8
3
6 .9
0
2%2%P .G .
8
3
6 .9
0
LINE "PR-A"
830
840
850
Ac = 412.4 Af = 0
Vc = 720 Vf = 0
830
840
850
Ac = 633.7 Af = 0
Vc = 969 Vf = 0
830
840
850
Ac = 626.6 Af = 0
Vc = 467 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:31 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 70
CITY OF CARMEL
sbalog 10:02:31 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
23
50STR No.109
STR No.108
8 3 9
.8
8 4 0
.2
STR No.107
R/W
R/W
24
00
8
3 9 .8
8
4 0 .1
R/W
R/W
24
20
STR No.112STR No.111
8 3 9
.8
8 4 0
.1
50:1
3:1 P
.G .
8 3 6
.4
6
2%2%P
.G .
8 3 6
.4
6
Inv. = 832.30Inv. = 831.65Inv. = 831.25
Inv. = 831.00
Inv. = 830.21
12:1
3:13:1
831.11
P
.G .
8 3
6
.2
2
2%2%P
.G .
8 3
6
.2
2
12:1
3:13:1
831.17
P
.G .
8 3 6
.2 0
2%2%P
.G .
8 3 6
.2 0
Inv. = 831.90 Inv. = 832.10Inv. = 831.80
Inv. = 831.65
LINE "PR-A"
830
840
850
Ac = 621 Af = 0
Vc = 116 Vf = 0
830
840
850
Ac = 590.7 Af = 0
Vc = 561 Vf = 0
830
840
850
Ac = 537.6 Af = 0
Vc = 1045 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:33 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 71
CITY OF CARMEL
sbalog 10:02:33 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
24
25
STR No.STR No.114113
8 3 9 .7
8 4 0 .0
R/W
R/W
24
50
8
3 9 .6
8
3 9 .8
R/WR/W
25
00
8 3 9
.3
8 3 9
.5
12:1
3:13:
1
831.18
P
.G .
8 3
6
.2
0
2%2%P
.G .
8 3
6
.2
0
Inv. = 832.05 Inv. = 832.25
12:1
3:13:1
831.26
P
.G .
8 3
6
.2
3
2%2%P
.G .
8 3
6
.2
3
12:1
3:13:1
831.41
P
.G .
8 3 6
.4 5
2%2%P
.G .
8 3 6
.4 5
LINE "PR-A"
830
840
850
Ac = 507.7 Af = 0
Vc = 581 Vf = 0
830
840
850
Ac = 491.7 Af = 0
Vc = 370 Vf = 0
830
840
850
Ac = 429.9 Af = 0
Vc = 853 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:34 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 72
CITY OF CARMEL
sbalog 10:02:34 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
25
30
STR No.116STR No.115
8 3
9 .1
8 3
9 .3
R/WR/W
25
50
8 3 9
.1
8 3 9
.2
R/WR/W
26
00
8 3
8 .9
8 3
8 .9
12:1
3:13:1
831.50
P .G .
8
3
6 .6 0
2%2%P .G .
8
3
6 .6 0
Inv. = 832.25 Inv. = 832.45Inv. = 832.15
Inv. = 832.05
12:1
3:13:1
831.56
P
.G .
8 3 6
.7 0
2%2%P
.G .
8 3 6
.7 0
Ex. R/W
12:1
3:13:1
831.71
P .G .
8
3 6 .9 5
2%2%P .G .
8
3 6 .9 5
LINE "PR-A"
830
840
850
Ac = 381.5 Af = 0
Vc = 751 Vf = 0
830
840
850
Ac = 371.7 Af = 0
Vc = 139 Vf = 0
830
840
850
Ac = 349.1 Af = 0
Vc = 534 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:35 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 73
CITY OF CARMEL
sbalog 10:02:35 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
26
50
8 3 8 .6
8 3 8 .6
R/W
R/W
26
60
STR No.118STR No.117
8 3 8
.6
8 3 8
.5
R/W
R/W
27
00
8 3
8 .4
8 3
8 .4
Ex. R/W
12:1
3:13:
1
831.86
P .G .
8
3 7 .2 0
2%2%P .G .
8
3 7 .2 0
Ex. R/W
12:1
3:13:1
831.89
P
.G .
8 3 7
.2 5
2%2%P
.G .
8 3 7
.2 5
Inv. = 832.90 Inv. = 833.10Inv. = 832.80
Inv. = 832.65
Ex. R/W
12:1
3:13:1
832.01
P .G .
8
3
7 .4
5
2%2%P .G .
8
3
7 .4
5
LINE "PR-A"
830
840
850
Ac = 300.4 Af = 0
Vc = 601 Vf = 0
830
840
850
Ac = 273.6 Af = 0
Vc = 425 Vf = 0
830
840
850
Ac = 262.1 Af = 0.8
Vc = 99 Vf = 0
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:36 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 74
CITY OF CARMEL
sbalog 10:02:36 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
27
50
8 3
8 .5
8 3
8 .5
R/W
R/W
27
90
STR No.120STR No.119
8
3 8 .5
8
3 8 .6
R/WR/W
28
00
8
3 8 .4
8
3 8 .5
Ex. R/W
12:1
3:13:1
832.15
P .G .
8
3
7 .7
0
2%2%P .G .
8
3
7 .7
0
Ex. R/W
12:1
3:13:1
832.27
P
.G .
8 3
7
.9
0
2%2%P
.G .
8 3
7
.9
0
Inv. = 833.55
Inv. = 833.75Inv. = 833.45
Inv. = 833.30
Ex. R/W
12:1
3:13:1
832.30
P
.G .
8
3
7
.9
5
2%2%P
.G .
8
3
7
.9
5
LINE "PR-A"
830
840
850
Ac = 239.9 Af = 2.8
Vc = 465 Vf = 3
830
840
850
Ac = 168.3 Af = 14.7
Vc = 378 Vf = 16
830
840
850
Ac = 146 Af = 19.5
Vc = 116 Vf = 13
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:37 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 75
CITY OF CARMEL
sbalog 10:02:37 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
28
50
8
3 8 .5
8
3 8 .6
R/WR/W
29
00
8
3 8 .0
8
3 8 .3
R/WR/W
29
20
STR No.122STR No.121
8 3
7 .9
8 3
8 .1
Ex. R/W
12:1
3:13:1
832.45
P .G .
8
3
8
.2
0
2%2%P .G .
8
3
8
.2
0
Ex. R/W
12:1
3:13:1
832.60
P
.G .
8 3
8
.4
5
2%2%P
.G .
8 3
8
.4
5
Ex. R/W
12:1
3:13:1
832.66
P .G .
8
3
8 .5
5
2%2%P .G .
8
3
8 .5
5
Inv. = 833.95
Inv. = 834.10 Inv. = 834.20 Inv. = 834.40
LINE "PR-A"
830
840
850
Ac = 124.8 Af = 25.4
Vc = 150 Vf = 25
830
840
850
Ac = 121.7 Af = 26.4
Vc = 228 Vf = 48
830
840
850
Ac = 103.1 Af = 30.8
Vc = 208 Vf = 53
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:38 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 76
CITY OF CARMEL
sbalog 10:02:38 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
29
50
8 3 7 .8
8 3 7 .9
R/W
R/W
30
00
8 3 8
.0
8 3 8
.1
R/WR/W
30
50
STR No.124STR No.123
8 3 8
.1
8 3 8
.3
Ex. R/W
12:1
3:13:1
832.75
P
.G .
8 3
8
.7
0
2%2%P
.G .
8 3
8
.7
0
Ex. R/W
12:1
3:13:1
832.90
P
.G .
8 3 8
.9 5
2%2%P
.G .
8 3 8
.9 5
Ex. R/W
12:1
3:13:1
833.05
P .G .
8 3 9 .2 0
2%2%P .G .
8 3 9 .2 0
Inv. = 835.05Inv. = 834.85Inv. = 834.75
Inv. = 834.60
LINE "PR-A"
830
840
850
Ac = 74.9 Af = 61.9
Vc = 165 Vf = 86
830
840
850
Ac = 56 Af = 108
Vc = 121 Vf = 157
830
840
850
Ac = 50.8 Af = 123.8
Vc = 40 Vf = 86
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:46 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 77
CITY OF CARMEL
sbalog 10:02:46 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
31
00
8 3 7
.9
8 3 8
.1
R/W
R/W
31
50
8 3
7 .6
8 3
7 .8
R/W
R/W
31
70
STR No.126STR No.125
8 3 7
.5
8 3 7
.6
Ex. R/W
12:1
3:1
3:1
833.20
P
.G .
8 3 9 .4 5
2%2%P
.G .
8 3 9 .4 5
Ex. R/W
12:1
3:1
3:
1
833.35
P .G .
8
3 9 .7 0
2%2%P .G .
8
3 9 .7 0
Ex. R/W
12:1
3:1
3:1
833.41
P
.G .
8 3 9
.8 0
2%2%P
.G .
8 3 9
.8 0
Inv. = 835.65Inv. = 835.45Inv. = 835.35
Inv. = 835.20
LINE "PR-A"
830
840
850
Ac = 40.3 Af = 170.4
Vc = 51 Vf = 163
830
840
850
Ac = 30.2 Af = 231.4
Vc = 65 Vf = 372
830
840
850
Ac = 29.9 Af = 239.3
Vc = 56 Vf = 436
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:47 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 78
CITY OF CARMEL
sbalog 10:02:47 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
32
00
8 3
7 .3
8 3
7 .4
R/W
R/W
32
50
8 3
6 .9
8 3
7 .1
R/W
R/W
33
00
STR No.127 STR No.128
8
3 7 .0
8
3 7 .4
Ex. R/W
12:1
3:1
3:1
833.50
P .G .
8
3 9 .9 5
2%2%P .G .
8
3 9 .9 5
Ex. R/W
12:1
3:1
3:1
833.65
P .G .
8
4
0 .2
0
2%2%P .G .
8
4
0 .2
0
Ex. R/W
12:1
3:1
3:1
833.80
P
.G .
8
4
0
.4
5
2%2%P
.G .
8
4
0
.4
5
Inv. = 836.30Inv. = 836.10Inv. = 836.00
Inv. = 835.85
LINE "PR-A"
830
840
850
Ac = 45.6 Af = 230.7
Vc = 70 Vf = 435
830
840
850
Ac = 62.5 Af = 209.4
Vc = 100 Vf = 408
830
840
850
Ac = 69.1 Af = 157.5
Vc = 61 Vf = 170
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 79
CITY OF CARMEL
sbalog 10:02:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
33
50
8
3 7 .3
8
3 7 .7
R/WR/W
34
00
8
3 7 .7
8
3 8 .0
R/WR/W
34
25
STR No.130STR No.129
8 3 8 .5
8 3 8 .6
Ex. R/W
12:1
3:1
3:1
833.95
P .G .
8
4
0
.7
0
2%2%P .G .
8
4
0
.7
0
Ex. R/W
P
.G .
8 4
0
.9
6
2%12:1
3:1
3:1
834.10
P
.G .
8 4
0
.9
6
2%
Ex. R/W
P .G .
8
4 1 .1 3
2%12:1
3:1
3:1
834.18
P .G .
8
4 1 .1 3
2%
Inv. = 836.95Inv. = 836.75Inv. = 836.65
Inv. = 836.50
LINE "PR-A"
830
840
850
Ac = 71.7 Af = 157.2
Vc = 65 Vf = 146
830
840
850
Ac = 123.3 Af = 87.8
Vc = 181 Vf = 227
830
840
850
860
Ac = 260.5 Af = 34
Vc = 355 Vf = 113
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 80
CITY OF CARMEL
sbalog 10:02:49 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
34
50
8 3
8 .6
8 3
8 .7
R/WR/W
35
00
8
3 9 .8
8
3 9 .5
R/W
Ex. Bldg
R/W
35
50
8 4 2
.0
8 4 2
.0
Ex. R/W
P .G .
2%
8
4
1 .3 2
12:1
3:1
3:1
834.25
P .G .
8
4
1 .3 2
2%
Ex. R/W
2%P
.G .
8 4
1 .8 0
12:1
3:1
3:1
834.40
P
.G .
8 4
1 .8 0
2%
Ex. R/W
P
.G .
P
.G .
8 4 2
.3 0
8 4 2
.3 0
2%12:1
3:13:1
834.55
2%
LINE "PR-A"
830
840
850
860
Ac = 274.4 Af = 135
Vc = 347 Vf = 110
840
850
860
Ac = 58 Af = 150.6
Vc = 92 Vf = 79
840
850
Ac = 0 Af = 249.4
Vc = 161 Vf = 1111
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 81
CITY OF CARMEL
sbalog 10:02:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
Ex. BldgR/W
Ex. BldgEx. Bldg
35
85
STR No.132STR No.131
8
4 0 .3
8
4 1 .6
Ex. BldgR/W
36
00
8 4 0
.3
8 4 1 .4
R/WR/W
37
50
8
4 1 .5
8
4 1 .5
Ex. R/W
50:1
3:1
P .G .
2%
8
4
2
.6
5
2%P .G .
8
4
2
.6
5
12:1
3:13:1
834.66 Inv. = 838.50Inv. = 838.25Inv. = 838.15
Inv. = 838.00
Ex. R/W
50:1
3:1
P .G .
2%
8 4 2 .8 0
12:13:1
P .G .
2%
8 4 2 .8 0
2%2%P
.G .
8 4
4
.3
0
P
.G .
8 4
4
.3
0
LINE "PR-A"
840
850
Ac = 0 Af = 197.7
Vc = 0 Vf = 414
830
840
850
Ac = 0 Af = 197.4
Vc = 0 Vf = 37
840
850
Ac = 0 Af = 213.4
Vc = 0 Vf = 342
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:51 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 82
CITY OF CARMEL
sbalog 10:02:51 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
38
00
8 4 1 .8
8 4 1 .6
R/WR/W
38
05
STR No.226 STR No.227
STR No.228
8
4 1 .8
8
4 1 .6
R/W
R/W
38
50
8 4
2 .1
8 4
1 .8
P
.G .
8 4
4
.8
0
P
.G .
8 4
4
.8
0
2%2%
P
.G .
8 4
4
.8
4
P
.G .
8 4
4
.8
4
2%2%
Inv. = 840.75 Inv. = 840.55
Inv. = 840.45
Inv. = 840.41
Inv. = 839.25
P .G .
8
4
5 .2
1
P .G .
8
4
5 .2
1
2%2%
LINE "PR-A"
830
840
850
Ac = 0 Af = 232.4
Vc = 0 Vf = 413
840
850
Ac = 0 Af = 234.5
Vc = 0 Vf = 432
840
850
Ac = 0 Af = 232.1
Vc = 0 Vf = 216
840
850
Ac = 0 Af = 231.8
Vc = 0 Vf = 215
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 83
CITY OF CARMEL
sbalog 10:02:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
39
00
STR No.229 STR No.230
STR No.231
8 4
2 .1
8 4
2 .1
8 4
2 .1
R/WR/W
39
50
8 4
2 .5
8 4
2 .5
8 4
2 .5
8 4
2 .5
R/WR/W
39
75
STR No.234
STR No.233STR No.232
8 4 2
.7
8 4 2
.7
R/WR/W
40
00
8
4 2 .9
8
4 2 .9
P .G .
8
4 5 .5 0
P .G .
8
4 5 .5 0
2%2%P .G .
8
4 5 .5 0
Inv. = 839.63
Inv. = 841.00
Inv. = 841.05
Inv. = 841.15Inv. = 841.35
P .G .
8
4
5 .7
5
P .G .
8
4
5 .7
5
P .G .
8
4
5 .7
5
2%2%P .G .
8
4
5 .7
5
P
.G .
8 4 5
.8 7
2%2%P
.G .
8 4 5
.8 7
Inv. = 841.70 Inv. = 841.60
Inv. = 841.50
Inv. = 841.35
Inv. = 839.94
P
.G .
8 4
6
.0
0
2%2%P
.G .
8 4
6
.0
0
LINE "PR-A"
840
850
Ac = 0 Af = 222.4
Vc = 0 Vf = 421
840
850
860
Ac = 0 Af = 225
Vc = 0 Vf = 207
840
850
Ac = 0 Af = 229.2
Vc = 0 Vf = 210
840
850
Ac = 0 Af = 236.3
Vc = 0 Vf = 431
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 84
CITY OF CARMEL
sbalog 10:02:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
40
50
8
4 3 .4
R/WR/W
40
75
STR No.237
STR No.236STR No.235 8 4
3 .7
R/WR/W
41
00
8 4 4 .0
R/WR/W
41
50
8 4 4
.1
P
.G .
8
4
6
.2
5
2%2%
P .G .
8
4 6 .3 7
2%
Inv. = 842.20
Inv. = 842.11
Inv. = 841.33Inv. = 842.00
Inv. = 841.85
P
.G .
8 4
6
.5
0
7%
P
.G .
8 4 6
.7 5
12%
LINE "PR-A"
840
850
860
Ac = 0 Af = 242
Vc = 0 Vf = 221
840
850
Ac = 0 Af = 228
Vc = 0 Vf = 218
840
850
Ac = 0 Af = 182.9
Vc = 0 Vf = 380
840
850
Ac = 6.8 Af = 162.8
Vc = 6 Vf = 320
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:54 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 85
CITY OF CARMEL
sbalog 10:02:54 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
41
75
STR No.240
STR No.239STR No.238 8 4
4 .1
R/WR/W
42
00
8 4 4
.4
R/WR/W
42
50
8 4 5
.0
R/WR/W
43
00
8 4
5 .7
P .G .
8
4
6 .8 7
12%
Inv. = 841.74
Inv. = 841.97Inv. = 842.12Inv. = 842.22Inv. = 842.30
P
.G .
8 4 7
.0 0
12%
P
.G .
8 4 7 .2 5
P .G .
8
4 7 .5 0
5%
LINE "PR-A"
840
850
860
Ac = 11.4 Af = 115.1
Vc = 10 Vf = 154
840
850
Ac = 21 Af = 87.2
Vc = 12 Vf = 75
840
850
860
Ac = 36.1 Af = 55.7
Vc = 53 Vf = 132
840
850
860
Ac = 31.8 Af = 61.1
Vc = 63 Vf = 108
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:55 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 86
CITY OF CARMEL
sbalog 10:02:55 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
43
30
STR No.243
STR No.242
STR No.241
8
4 6 .6
R/WR/W
43
50
8 4
7 .0
R/WR/W
44
00
8 4
7 .7
R/WR/W
44
50
STR No.244
STR No.245
STR No.246
8
4 7 .8
P .G .
8
4
7
.6
5
5%
Inv. = 843.05
Inv. = 842.93 Inv. = 842.83 Inv. = 842.72
Inv. = 842.33
P .G .
8
4 7 .7 5
5%
P .G .
8
4
8 .0
0
5%
P .G .
8
4
8 .2
5
5%
Inv. = 842.81Inv. = 843.32Inv. = 843.43Inv. = 843.53Inv. = 843.65
LINE "PR-A"
840
850
Ac = 12.5 Af = 102.4
Vc = 41 Vf = 151
840
850
Ac = 0 Af = 159.2
Vc = 12 Vf = 242
840
850
Ac = 0 Af = 174.1
Vc = 0 Vf = 309
840
850
860
Ac = 0 Af = 177.6
Vc = 0 Vf = 195
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:56 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 87
CITY OF CARMEL
sbalog 10:02:56 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
45
00
8 4 7 .4
R/WR/W
45
50
8
4 6 .7
R/WR/W
46
00
8 4 6 .4
R/W
R/W
46
30
STR No.247
STR No.248
8 4
6 .2
8 4
6 .6
P .G .
8
4
8 .5
0
5%
P
.G .
8 4
8
.7
5
5%
P
.G .
8 4
9
.0
0
2%2%
P .G .
8
4 9 .1 5
8:1
P .G .
8
4 9 .1 5
Inv. = 845.31 Inv. = 845.11
Inv. = 843.84
LINE "PR-A"
840
850
Ac = 0 Af = 187
Vc = 0 Vf = 135
840
850
860
Ac = 0 Af = 206
Vc = 0 Vf = 255
840
850
Ac = 0 Af = 206.5
Vc = 0 Vf = 115
840
850
Ac = 0 Af = 263.7
Vc = 0 Vf = 435
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:57 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 88
CITY OF CARMEL
sbalog 10:02:57 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/W
R/W
46
50
8 4 6 .2
8 4 6 .6
R/W
R/W
46
85
STR No.251
STR No.250STR No.249
8 4
6 .0
8 4
6 .5
R/W
R/W
47
00
8 4 5
.9
8 4 6
.4
R/W
R/W
47
50
8 4 5 .7
8 4 6 .0
P
.G .
8 4
9
.2
5
12:1 P
.G .
8 4
9
.2
5
P .G .
8
4 9 .4 2
2%2%P .G .
8
4 9 .4 2
Inv. = 845.25
Inv. = 845.05
Inv. = 845.00
Inv. = 844.95
Inv. = 844.59
P
.G .
8 4 9
.5 0
2%2%P
.G .
8 4 9
.5 0
P .G .
8
4 9 .7 5
P .G .
8
4 9 .7 5
LINE "PR-A"
840
850
860
Ac = 0 Af = 286.8
Vc = 0 Vf = 510
840
850
860
Ac = 0 Af = 313.6
Vc = 0 Vf = 389
840
850
860
Ac = 0 Af = 376.8
Vc = 0 Vf = 192
840
850
860
Ac = 0 Af = 280.5
Vc = 0 Vf = 609
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:58 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 89
CITY OF CARMEL
sbalog 10:02:58 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
48
00
8 4 5
.6
8 4 5
.7
R/WR/W
48
35
STR No.253
STR No.252
8
4 5 .5
8
4 5 .7
R/WR/W
48
50
8 4
5 .6
8 4
5 .7
R/WR/W
49
00
STR No.254
STR No.
8 4
6 .6
8 4
6 .4
255
P .G .
8
5 0 .0 0
P .G .
8
5 0 .0 0
P .G .
8
5
0 .1 7
P .G .
8
5
0 .1 7
Inv. = 846.00
Inv. = 845.95
Inv. = 845.42
P .G .
8
5 0 .2 5
8:1 P .G .
8
5 0 .2 5
P .G .
8
5
0 .5
0
8:1 P .G .
8
5
0 .5
0
Inv. = 846.12Inv. = 846.33
Inv. = 845.82
LINE "PR-A"
840
850
860
Ac = 0 Af = 244.7
Vc = 0 Vf = 486
840
850
860
Ac = 0 Af = 250.6
Vc = 0 Vf = 229
840
850
860
Ac = 0 Af = 256.4
Vc = 0 Vf = 235
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:02:59 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 90
CITY OF CARMEL
sbalog 10:02:59 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
49
50
8 4
7 .2
8 4
7 .1
R/WR/W
49
75
STR No.256
STR No.
STR No.257
258
8 4 7
.3
8 4 7
.2
R/WR/W
50
00
8
4 7 .4
8
4 7 .3
P .G .
8
5
0 .7
5
12:1 P .G .
8
5
0 .7
5
P
.G .
8 5 0
.8 7
35:1 P
.G .
8 5 0
.8 7
Inv. = 846.70 Inv. = 846.50
Inv. = 846.40 Inv. = 846.35
Inv. = 846.25
P
.G .
8
5
1 .0 0
2%2%P
.G .
8
5
1 .0 0
LINE "PR-A"
840
850
860
Ac = 0 Af = 235.2
Vc = 0 Vf = 455
840
850
860
Ac = 0 Af = 163.4
Vc = 0 Vf = 258
840
850
860
Ac = 0 Af = 134.4
Vc = 0 Vf = 83
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:00 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 91
CITY OF CARMEL
sbalog 10:03:00 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
50
50
8
4 7 .9
8
4 7 .9
R/WR/W
50
85
STR No.259 STR No.260
STR No.261
8 4 8
.9
8 4 8
.9
260
R/WR/W
51
00
8 4 9 .2
8 4 9 .3
P
.G .
8
5
1 .2 5
2%2%P
.G .
8
5
1 .2 5
P
.G .
8 5 1 .4
2
2%2%P
.G .
8 5 1 .4
2
Inv. = 847.25 Inv. = 847.05
Inv. = 846.95
Inv. = 846.90
Inv. = 846.85
P
.G .
8 5
1 .5
0
2%2%P
.G .
8 5
1 .5
0
LINE "PR-A"
840
850
860
Ac = 0 Af = 105.2
Vc = 0 Vf = 222
840
850
860
Ac = 0 Af = 184.5
Vc = 0 Vf = 268
840
850
860
Ac = 0 Af = 286.8
Vc = 0 Vf = 436
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:02 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 92
CITY OF CARMEL
sbalog 10:03:02 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
51
50
8
4 9 .8
8
4 9 .8
R/W
R/W
52
00
STR No.262 STR No.263
STR No.264
8 4 9 .1
8 4 9 .4
R/W
R/W
52
50
8 4 8 .6
8 4 8 .8
P
.G .
8 5
1 .7
6
2%2%P
.G .
8 5
1 .7
6
P .G .
8
5
2 .1 2
2%2%P .G .
8
5
2 .1 2
Inv. = 847.95 Inv. = 847.75
Inv. = 847.65 Inv. = 847.60
Inv. = 847.50
P
.G .
8 5
2
.6
0
2%2%P
.G .
8 5
2
.6
0
LINE "PR-A"
840
850
860
Ac = 0 Af = 335.6
Vc = 0 Vf = 576
840
850
860
Ac = 0 Af = 339.7
Vc = 0 Vf = 313
840
850
860
Ac = 0 Af = 344
Vc = 0 Vf = 317
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:03 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 93
CITY OF CARMEL
sbalog 10:03:03 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
11-09KJG
JSB JSB
KJG
124
R/WR/W
53
00
8 4 8
.6
8 4 8
.8
R/WR/W
53
25
STR No.265 STR No.266
STR No.267
8 4 8
.9
8 4 8
.9
R/WR/W
53
50
8 4
9 .1
8 4
9 .1
P
.G .
8 5 3
.1 0
2%2%P
.G .
8 5 3
.1 0
P .G .
8
5 3 .3 5
2%2%P .G .
8
5 3 .3 5
Inv. = 849.20
Inv. = 849.00
Inv. = 848.90
Inv. = 848.85
Inv. = 848.17
P .G .
8
5 3 .6 0
2%2%P .G .
8
5 3 .6 0
LINE "PR-A"
850
860
Ac = 0 Af = 281.3
Vc = 0 Vf = 579
850
860
Ac = 0 Af = 275.6
Vc = 0 Vf = 243
840
850
860
Ac = 0 Af = 332.6
Vc = 0 Vf = 532
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
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CROSS SECTIONS 94
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
R/W
R/W
54
00
8 5
0 .7
8 5
0 .0
R/W
Ex. BldgEx. Bldg R/W
199
52.80
199+52.80 "PR-A" AH
54+23.54 "PR-A" BK =
EQUATION
8
5 1 .2
8
4 9 .9
R/W
R/W
200
00
STR No.268 STR No.269
STR No.270
8 5 0
.5
8 5 0
.2
P .G .
8
5
4 .1 0
2%2%P .G .
8
5
4 .1 0
P .G .
8
5
4
.3
4
2%2%P .G .
8
5
4
.3
4
P
.G .
8 5 4
.8 1
7%P
.G .
8 5 4
.8 1
Inv. = 850.65 Inv. = 850.45
Inv. = 850.35
Inv. = 850.30
Inv. = 850.30
LINE "PR-A"
850
860
Ac = 0 Af = 355.9
Vc = 0 Vf = 638
850
860
870
Ac = 88.2 Af = 3.6
Vc = 82 Vf = 333
850
860
870
Ac = 81.2 Af = 0
Vc = 63 Vf = 1
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:05 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.PRA.dgn
CROSS SECTIONS 95
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
R/W
Ex. Bldg
R/W
200
50
8 5
0 .6
8 5
0 .5
Ex. Bldg
201
00
8 5 5 .6
8 5 5 .7
201
20.14
8 5 5 .8
8 5 5 .7
201+20.14 "PR-A"
END PROJECT
P .G .
8
5 5 .2 4
12%P .G .
8
5 5 .2 4
Ex. R/W
P .G .
8
5 5 .5 6
12%P .G .
8
5 5 .5 6
Ex. R/W
P
.G .
8 5
5
.6
6
P
.G .
8 5
5
.6
6
LINE "D"
840
850
860
Ac = 4.8 Af = 5.4
Vc = 0 Vf = 0
840
850
860
Ac = 3.8 Af = 2.5
Vc = 4 Vf = 4
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:06 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.D.dgn
CROSS SECTIONS 96
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
58
25
8 4 1 .2
52+85.00 "D"
BEGIN CONSTRUCTION
58
50
8 4 1 .2
Ex. R/W
Ex. R/W
R/W
P
.G .
8 4
1 .2
0
Ex. R/W
Ex. R/W
R/W
P .G .
8 4 1 .1 3
LINE "D"
840
850
860
Ac = 32.8 Af = 0.7
Vc = 7 Vf = 1
840
850
860
Ac = 29.6 Af = 1.4
Vc = 46 Vf = 2
830
840
850
860
Ac = 23.1 Af = 23.8
Vc = 49 Vf = 23
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:06 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.D.dgn
CROSS SECTIONS 97
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
58
60
8 4 1 .1
52+85.00 "D"
BEGIN FULL DEPTH CONSTRUCTION
59
00
8 4
1 .1
59
50
8 4 1 .4
8 4 1 .1 STR No.300STR No.
STR No.316
315
Ex. R/W
Ex. R/W
R/W
8
4 1 .1 0
P .G .
Ex. R/W
Ex. R/W
R/W
Ex. R/W
Ex. R/W
R/W
P .G .
8
4 1 .0
9
Ex. R/W
Ex. R/W
R/W
P .G .
8
4 1 .4
1
P .G .
8
4 1 .4
1
Inv. = 836.98
Inv. = 836.90
Inv. = 837.10
Inv. = 837.20Inv. = 837.30
LINE "D"
840
850
860
Ac = 18.9 Af = 13.8
Vc = 39 Vf = 35
840
850
860
Ac = 3.4 Af = 113.2
Vc = 21 Vf = 118
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:06 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.D.dgn
CROSS SECTIONS 98
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
60
00
8
4 1 .8
8
4 1 .7
60
50
8 4 0
.9
8 4 1 .5
STR No.301
Ex. R/WEx. R/W
R/W
P .G .
8
4
2 .1 1
P .G .
8
4
2 .1 1
Ex. R/WEx. R/W
R/W
P
.G .
8 4 3
.0 9
P
.G .
8 4 3
.0 9
50:1 3:1
Inv. = 835.00
LINE "D"
840
850
860
Ac = 3.3 Af = 90.5
Vc = 20 Vf = 604
840
850
860
Ac = 4.5 Af = 34.8
Vc = 6 Vf = 93
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:07 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.D.dgn
CROSS SECTIONS 99
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
62
10
8 4
1 .6
8 4
1 .7
62
50
8 4 1 .5
8 4 1 .0
Ex. R/W
R/W
Ex. R/W
8
4 3 .0 3
P .G .
P .G .
8
4 3 .0 3
50:1 3:1
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
4 2 .5 1
P .G .
8
4 2 .5 1
50:1 3:1
LINE "D"
840
850
860
840
850
860
Ac = 1.5 Af = 3.2
Vc = 3 Vf = 21
840
850
860
Ac = 5.2 Af = 2.7
Vc = 2 Vf = 2
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:07 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.D.dgn
CROSS SECTIONS 100
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
62
54.73
8 4
1 .0
62
80
8
4 1 .3
8
4 1 .2
63
00
8
4 1 .3
8
4 1 .3
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
4 2 .4 5
15’-0"
Drive Req’d.
Ex. R/W
R/W
Ex. R/W
R/W
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
4
2
.1 2
P .G .
8
4
2
.1 2
Ex. R/WEx. R/W
R/W
8
4
1 .8 6
P .G .
8
4
1 .8 6
P .G .
LINE "D"
840
850
860
Ac = 2.3 Af = 0.2
Vc = 7 Vf = 3
840
850
860
Ac = 0.4 Af = 0
Vc = 1 Vf = 0
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:08 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.D.dgn
CROSS SECTIONS 101
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
63
50
8 4 1 .2
63
75
8 4
1 .1
63+75.00 "D"
END CONSTRUCTION
Ex. R/WEx. R/W
R/W
8
4
1 .2 8
P .G .
Ex. R/WEx. R/W
R/W
P .G .
8
4 1 .0
9
Ex. R/WEx. R/W
R/W
LINE "C"LINE "C"
850
860
870
Ac = 136.4 Af = 10.0
Vc = 0 Vf = 0
850
860
870
Ac = 133.8 Af = 9.3
Vc = 25 Vf = 2
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:08 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.C.dgn
CROSS SECTIONS 102
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
101
00
8
5 4 .3
8
5 3 .6
100+90.00 "C"
BEGIN CONSTRUCTION
STR No.401
STR No.402
101
05
8 5 4 .3
8 5 3 .7 404STR No.
STR No.403
Ex. R/WEx. R/W
R/W
Inv. = 850.63
8 5
3
.7
1
P
.G .
Inv. = 850.34 Inv. = 850.34
50:1
Inv. = 850.31
850.31
3:1
8 5
3
.7
1
P
.G .
Ex. R/WEx. R/W
Inv. = 850.50
8 5
3
.7
1
P
.G .
Inv. = 850.30
50:1
850.34
3:1
8 5
3
.7
1
P
.G .
LINE "C"LINE "C"
850
860
870
Ac = 110.9 Af = 21.9
Vc = 204 Vf = 26
850
860
870
Ac = 116.6 Af = 12.7
Vc = 211 Vf = 32
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:09 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.C.dgn
CROSS SECTIONS 103
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
101
50
8 5
5 .0
8 5
4 .2
102
00
8 5 5
.5
8 5 5
.5
STR No.405
STR No.406
Ex. R/WEx. R/W
8
5 4 .1 4
P .G .
P .G .
8
5 4 .1 4
50:1
3:1
850.56
Ex. R/WEx. R/W
850.813:1
50:1
P
.G .
8 5 4 .7 5
8 5 4 .7 5
P
.G .
Inv. = 850.81
Inv. = 850.90
Inv. = 850.90Inv. = 851.10
LINE "C"LINE "C"
850
860
870
Ac = 115.6 Af = 12.9
Vc = 65 Vf = 7
850
860
870
Ac = 40.7 Af = 9.9
Vc = 101 Vf = 15
850
860
870
Ac = 16.2 Af = 0.1
Vc = 53 Vf = 9
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:09 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.C.dgn
CROSS SECTIONS 104
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
102
15
8 5
5 .5
8 5
5 .6
102
50
8 5 6 .2
8 5 6 .2
103
00
8 5
6 .1
8 5
5 .5
Ex. R/WEx. R/W
P .G .
8
5
4 .9 3
P .G .
8
5
4 .9 3
50:1
3:1
850.89
Ex. R/WEx. R/W
851.063:1
50:1
P .G .
8
5 5 .2 9
P .G .
8
5 5 .2 9
Ex. R/WEx. R/W
P .G .
8
5 5 .5 5
P .G .
8
5 5 .5 5
LINE "C"LINE "C"
850
860
870
Ac = 19.4 Af = 0.3
Vc = 33 Vf = 0
850
860
870
Ac = 21.3 Af = 0.3
Vc = 38 Vf = 1
850
860
870
Ac = 21.3 Af = 0.4
Vc = 1 Vf = 0
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:10 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.C.dgn
CROSS SECTIONS 105
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
103
50
8 5
5 .7
104
00
8 5 5
.3
104
01.54
8 5
5 .3
104+01.54 "C"
END CONSTRUCTION
Ex. R/W
Ex. R/W
P .G .
8
5 5 .5 3
50:1 3:1
Ex. R/WEx. R/W
50:1 3:1P.G .
8
5 5 .3 0
Ex. R/WEx. R/W
8
5 5 .2 8
P .G .
50:1 3:1
LINE "E"
850
860
Ac = 10.8 Af = 8.6
Vc = 0 Vf = 0
850
860
Ac = 10 Af = 10.1
Vc = 4 Vf = 3
850
860
Ac = 7.6 Af = 11.7
Vc = 16 Vf = 20
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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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:10 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
CROSS SECTIONS 106
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
8 5 3
.9
321
90
321+90.00 "E"
BEGIN CONSTRUCTION
8 5
3 .9
322
00
8 5
3 .7
322
50
R/WR/W
8 5 3 .8 9
P .G .
852.03
3:1
R/WR/W
3:1852.06
P .G .
8
5
3 .8 4
R/WR/W
852.21
3:1
P .G .
8
5 3 .6 0
LINE "E"
850
860
870
Ac = 7.2 Af = 9.4
Vc = 9 Vf = 13
850
860
Ac = 7.2 Af = 12.7
Vc = 5 Vf = 7
850
860
870
Ac = 6.2 Af = 13.6
Vc = 3 Vf = 6
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:11 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
CROSS SECTIONS 107
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
8
5 3 .7
STR No.700
322
82
8 5 3
.4
323
00
323
12
8 5
3 .4
Ex. R/WEx. R/W
R/W
P
.G .
8 5
3
.4
5
852.30
R/W
R/W
P
.G .
8 5 3
.3 6
Ex. R/WEx. R/W
R/W
R/W
8
5
3 .3 1
P .G .
LINE "E"
850
860
Ac = 18.3 Af = 11
Vc = 17 Vf = 17
850
860
870
Ac = 18.1 Af = 10.4
Vc = 32 Vf = 19
850
860
Ac = 17.7 Af = 10.9
Vc = 1 Vf = 1
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:11 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
CROSS SECTIONS 108
CITY OF CARMEL
sbalog 10:03:11 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
11-09KJG
JSB JSB
KJG
124
8 5 3 .2
323
50
8
5 2 .9
STR No.701
323
98
8 5 2 .9
324
00
R/W
R/W
851.00
3:1
P
.G .
8 5 3
.1 2
Ex. R/WEx. R/W
3:1
850.70
P
.G .
8 5
2
.9
0
R/W
R/W
P
.G .
8 5
2
.8
8
850.68
3:1
LINE "E"
850
860
Ac = 14.2 Af = 21.4
Vc = 30 Vf = 30
850
860
Ac = 22.5 Af = 28.4
Vc = 34 Vf = 46
850
860
870
Ac = 20.9 Af = 28.8
Vc = 4 Vf = 5
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:12 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
CROSS SECTIONS 109
CITY OF CARMEL
sbalog 10:03:12 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
11-09KJG
JSB JSB
KJG
124
8
5 2 .5
324
50
8 5 2
.5
325
00
STR No.702
8 5 2
.5
STR No.703
325
05
R/W
R/W
850.36
3:1
P .G .
8
5
2
.6
4
R/W
R/W
P
.G .
8 5 2
.5 3
850.04
3:1
Ex. R/WEx. R/W
P .G .
8
5 2 .5 3
3:1
850.04
LINE "E"
850
860
870
Ac = 31.2 Af = 35.9
Vc = 43 Vf = 54
850
860
870
Ac = 32.5 Af = 47.7
Vc = 35 Vf = 46
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:12 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
CROSS SECTIONS 110
CITY OF CARMEL
sbalog 10:03:12 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
11-09KJG
JSB JSB
KJG
124
8
5 2 .3
325
50
8 5 2
.3
325
80
Str. No. 400
Ex. R/W
R/W
Ex. R/W
R/W
849.72
3:1
8
5
2
.6
5
P .G .
Ex. R/W
R/W
Ex. R/W
R/W
849.53
3:1
P
.G .
8 5 2 .8 0
849.393:1
Inv. = 849.53 Inv. = 849.39
LINE "E"
850
860
870
Ac = 34.3 Af = 44
Vc = 25 Vf = 34
850
860
870
Ac = 40.2 Af = 51.1
Vc = 69 Vf = 88
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:13 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
CROSS SECTIONS 111
CITY OF CARMEL
sbalog 10:03:13 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
11-09KJG
JSB JSB
KJG
124
8
5 2 .3
326
00
8 5 2 .7
326
50
Ex. R/W
R/W
Ex. R/W
R/W
849.59
3:1
P
.G .
8 5
2
.9
0
849.453:1
Ex. R/W
R/W
Ex. R/W
R/W
849.603:1
P
.G .
8 5
3
.1 5
849.75
3:1
LINE "E"
850
860
870
Ac = 77.6 Af = 127.2
Vc = 109 Vf = 165
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:13 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.E.dgn
CROSS SECTIONS 112
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
8 5 3
.5
327
00
327+09.67 "E"
END CONSTRUCTION
Ex. R/W
R/W
Ex. R/W
R/W
50:1
849.91
3:1
P .G .
8
5 3 .6 1
50:1
3:1
849.75
LINE "S-1-B"
850
860
870
Ac = 6.2 Af = 1.4
Vc = 0 Vf = 0
850
860
870
Ac = 9.2 Af = 2.8
Vc = 9 Vf = 2
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:14 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 113
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
443
70
8 5
4 .6
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
444
00
8 5 4
.4
Ex. R/W
R/W
Ex. R/W
R/W
852.483:1
P .G .
8
5
4 .6
5
3:
1852.44
Ex. R/W
R/W
Ex. R/W
R/W
852.27
3:1
P
.G .
8 5 4 .4 7
852.333:1
LINE "S-1-B"
850
860
870
Ac = 14.1 Af = 2.5
Vc = 22 Vf = 5
850
860
870
Ac = 22.5 Af = 0.8
Vc = 34 Vf = 3
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:15 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 114
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
444
50
8 5
4 .0
445
00
8 5
3 .5
Ex. R/W
R/W
Ex. R/W
R/W
852.083:1
P .G .
8
5
4 .1 0
3:1851.99
Ex. R/W
R/W
Ex. R/W
R/W
851.71
3:1
P .G .
8
5 3 .5 8
3:1
851.83
LINE "S-1-B"
850
860
870
Ac = 24.2 Af = 0.4
Vc = 43 Vf = 1
850
860
870
Ac = 23.7 Af = 0.8
Vc = 44 Vf = 1
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:15 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 115
CITY OF CARMEL
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11-09KJG
JSB JSB
KJG
124
445
50
8 5
3 .1
446
00
8
5 2 .7
Ex. R/W
R/W
Ex. R/W
R/W
851.583:1
851.43
3:1
P .G .
8
5 3 .0 2
Ex. R/W
R/W
Ex. R/W
R/W
851.15
3:1
P
.G .
8 5
2
.6
2
851.333:1
LINE "S-1-B"
850
860
870
Ac = 24.6 Af = 1.7
Vc = 45 Vf = 2
850
860
870
Ac = 27.1 Af = 2.4
Vc = 24 Vf = 2
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:16 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 116
CITY OF CARMEL
sbalog 10:03:16 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
446
50
8 5
2 .4
446
75
8
5 2 .4
Ex. R/W
R/W
Ex. R/W
R/W
3:1
851.08
P .G .
8
5
2 .4
1
3:1850.87
Ex. R/W
R/W
Ex. R/W
R/W
850.73
3:1
P
.G .
8 5
2
.3
7
3:1
850.96
LINE "S-1-B"
850
860
870
Ac = 43.3 Af = 12.5
Vc = 33 Vf = 7
850
860
870
Ac = 78.7 Af = 6
Vc = 113 Vf = 17
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:16 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 117
CITY OF CARMEL
sbalog 10:03:16 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
447
00
8
5 2 .4
8
5 2 .1
447
50
8 5 2
.6
8 5 2
.4
Ex. R/W
R/W
Ex. R/W
R/W
850.833:1
P .G .
8
5
2
.3
8
P .G .
8
5
2 .3
8
850.59
3:1
Ex. R/W
R/W
Ex. R/W
R/W
P
.G .
8 5 2
.5 4
P
.G .
8 5 2
.5 4
850.31
3:1 850.58
3:1
LINE "S-1-B"
850
860
870
Ac = 107.9 Af = 5.4
Vc = 173 Vf = 11
850
860
870
Ac = 152 Af = 43.7
Vc = 241 Vf = 45
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 118
CITY OF CARMEL
sbalog 10:03:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
448
00
8
5 2 .9
8
5 2 .9
448
50
8 5
3 .2
8 5
3 .4
STR. NO. 500
Ex. R/W
R/W
Ex. R/W
R/W
850.03
3:1
P
.G .
8
5
2
.9
1
P
.G .
8
5
2
.9
1
850.33
3:1
Ex. R/WEx. R/W
R/W
50:1
8
5
3 .5
4
P .G .
P .G .
8
5
3 .5
4
Inv. = 850.07
850.08
3:1
Inv. = 849.76
50:1
3:1
849.75
LINE "S-1-B"
850
860
870
Ac = 103.5 Af = 39.6
Vc = 946 Vf = 309
850
860
870
Ac = 75.8 Af = 15.5
Vc = 166 Vf = 51
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 119
CITY OF CARMEL
sbalog 10:03:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
450
50
8 5 3
.4
8 5 3
.4
STR No.501
451
00
8 5
3 .4
8 5
3 .4
Ex. R/W
R/W
Ex. R/W
R/W
P
.G .
8 5 3
.6 7
P
.G .
8 5 3
.6 7
50:1
3:1
850.00
3:150:1
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
5
3 .2
7
P .G .
8
5
3 .2
7
LINE "S-1-B"
850
860
870
Ac = 71.6 Af = 14.9
Vc = 55 Vf = 11
850
860
870
Ac = 69.9 Af = 7.7
Vc = 79 Vf = 13
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 120
CITY OF CARMEL
sbalog 10:03:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
451
20
8 5
3 .5
8 5
3 .5502STR No.
850.41Inv.=
451
50
8
5 3 .4
8
5 3 .6
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
5
3 .2 7
P .G .
8
5
3 .2 7
Ex. R/W
R/W
Ex. R/W
R/W
P
.G .
8 5
3
.4
5
P
.G .
8 5
3
.4
5
LINE "S-1-B"
850
860
870
Ac = 49.3 Af = 10.9
Vc = 110 Vf = 17
850
860
870
Ac = 62.5 Af = 2
Vc = 62 Vf = 7
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 121
CITY OF CARMEL
sbalog 10:03:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
452
00
8 5 3 .8
8 5 4 .1
452
30
8 5 4 .4
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
5
4 .0
6
P .G .
8
5
4 .0
6
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
5 4 .4 5
LINE "S-1-B"
850
860
870
Ac = 37.6 Af = 2.8
Vc = 37 Vf = 2
850
860
870
Ac = 34.6 Af = 3.2
Vc = 67 Vf = 6
850
860
870
Ac = 26.3 Af = 6.8
Vc = 56 Vf = 9
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 122
CITY OF CARMEL
sbalog 10:03:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
452
50
8 5 4 .7
453
00
8 5 5
.3
453
50
8 5 6
.1
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
5 4 .7 1
Ex. R/W
R/W
Ex. R/W
R/W
P
.G .
8 5 5
.3
6
Ex. R/W
R/W
Ex. R/W
R/W
P .G .
8
5 6 .1 4
LINE "S-1-B"
850
860
870
Ac = 27.2 Af = 3.4
Vc = 50 Vf = 9
850
860
870
Ac = 24.3 Af = 0.5
Vc = 48 Vf = 4
850
860
870
Ac = 19.3 Af = 0.2
Vc = 40 Vf = 1
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 123
CITY OF CARMEL
sbalog 10:03:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
454
00
8 5 7
.0
503STR No.
851.35Inv.=
454
50
8 5
7 .7
455
00
8 5 8
.4
Ex. R/W
R/W
Ex. R/W
R/W
P
.G .
8 5 6
.9 7
855.10
3:1
Ex. R/W
R/W
Ex. R/W
R/W
3:
1
P .G .
8
5 7 .7 7
856.00
Ex. R/W
R/W
Ex. R/W
R/W
856.90
3:1
P
.G .
8 5 8
.4 0
LINE "S-1-B"
850
860
870
Ac = 14.2 Af = 1.7
Vc = 22 Vf = 1
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.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
1" = 10’
1" = 10’
sbalog 10:03:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
CROSS SECTIONS 124
CITY OF CARMEL
sbalog 10:03:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CS.S1B.dgn
11-09KJG
JSB JSB
KJG
124
455
35
8
5 8 .7
455+35.00 "S-1-B"
END CONSTRUCTION
Ex. R/W
R/W
Ex. R/W
R/W
P
.G .
8 5
8
.7
2
857.53 3:1