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3
PROJECT LOCATION SHOWN BY
%
3
310
3120
1730
PROJECT DESIGN CRITERIA
DESIGN SPEED
DIRECTIONAL DISTRIBUTION
ACCESS CONTROL
FUNCTIONAL CLASSIFICATION
TERRAIN
A.A.D.T.
A.A.D.T.
D.H.V.
TRUCKS
RURAL/URBAN
(2029)
(2039)
(2039)
% A.A.D.T.
% D.H.V.
V.P.H.
V.P.D.
V.P.D.
C.R. 200 NORTH
DESIGN DATA
TRAFFIC DATA
40/60
NONE
EXISTING NON-FREEWAY (3R)
ROLLING
LOCAL
35 mph
RURAL
1"=10'
1"=20'
1"=20'
1"=20'
ROAD PLANS
MAX. GRADE: 4.69%
{ {
PROFILE
PLAN
VERT:-
HORIZ:-
TRANS:-
LONG:-
SCALES:
NET LENGTH: 0.19 mi.
GROSS LENGTH: 0.19 mi.
CR 200 N CURVE CORRECTION
The Project Includes the Realignment Of The Curve On C.R. 200 North. The Project is Located In Section
10,11,14,15, Township 23 North, Range 4 West, In Fairfield Township, Tippecanoe County, Indiana.
INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS DATED 2020 TO BE USED WITH THESE PLANS.
SCALE: NONE
END PROJECT
P.O.T. Sta. 22+00.00 "A"
BEGIN PROJECT
P.O.T. Sta. 12+00.00 "PR-A"
Approx. 40°26'49" N. Lat. & 86°50'56" W. Long.
VICINITY MAP
FAIRFIELD TOWNSHIP, TIPPECANOE COUNTY
CERTIFIED BY:
DATE
CONTRACT PROJECT
SHEET
DESIGNATION
OF
FILE
BFS N
O.
SURVEY BOOK
C I V I L E N G I N E E R S
Butler FairmanSeufert
01 31
6130.9802
1/31/2020
UTILITIES
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes,
inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE
IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL
CONSTRUCTION.
R
R
INDEX
SHEET NO. DESIGNATION
1 TITLE SHEET
02 PLAT NO. 1
03 DEMOLITION PLAN
04 TYPICAL CROSS SECTION
05 DETOUR
06-07 PLAN AND PROFILES
08 SUPERELEVATION DIAGRAM
09-12 EROSION CONTROL PLAN
13 PAVEMENT MARKINGS & SIGNAGE
14 MISCELLANEOUS TABLES
15 APPROACH & STRUCTURE DATA TABLES
16-31 CROSS SECTIONS
PRESIDENTTracy Brown
Thomas MurtaughVICE PRESIDENT
David Byers MEMBER
ATTEST: Bob Plantenga AUDITOR
TIPPECANOE COUNTY
BOARD OF COMMISSIONERS
Stewart Kline, P.E. County Highway Director/ERC
Electric:
DUKE ENERGY
100 South Mill Creek Road
Noblesville, IN 46062
Attn: Cindy Rowland
Email: [email protected]
(317) 776-5341
Communications:
FRONTIER COMMUMICATIONS
2401 Chicago Street
Valparaiso, Indiana 46383
Attn. Chuck McKean
P: (219) 531-6947
PROFESLANOIS ENG
INEE
R11100651No.
I NDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
P.O.T. Sta. 10+00.00 "A" =
P.O.T. Sta. 10+00.00 "PR-A"
P.O.T. Sta. 25+92.49 "A" =
P.C. Sta. 15+89.07 "A"
P.C. Sta. 18+12.41 "A"
P.T. Sta. 17+33.64 "A"
P.O.T. Sta. 19+24.84 "PR-A"(Back)=
P.T. Sta. 20+27.75 "A"(Ahead)
ROBERT W. JONES, ET AL
ROBERT W. JONES, ET AL
ROBERT W.JONES, ET AL
P.I. Sta. 16+82.32 "A"
Δ = 92°02'04" Lt.
P.I. Sta. 16+68.94 "PR-A"
Δ = 89°17'34" Lt.
CURVE DATA
P.I Sta. 16+82.32 "A"
Δ = 92°02'04" Lt.
R = 90.00'
T = 93.25'
L = 144.57'
E = 39.60'
CURVE DATA
P.I Sta. 16+68.94 "PR-A"
Δ = 89°17'34" Lt.
R = 315.00'
T = 311.13'
L = 490.91'
E = 127.75'
S.E. = 8%
P.I. Sta. 19+20.10 "A"
Δ = 2°44'31" Rt.
App. ⅊
App. Ex. R/W
R
/
W
A
p
p
.
E
x
.
R
/
W
A
p
p
.
E
x
.
R
/
W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
A
p
p
. E
x
. R
/W
App. Ex. R/W
App. Ex. R/W
A
p
p
.
E
x
.
R
/
W
A
p
p
.
⅊
&
L
A
R
/
W
A
p
p
.
L
A
R
/
W
A
p
p
.
E
x
.
R
/
W
R/W
R
/W
R
/
W
R
/
W
R/W
R/W
App. Section Line
App. Section Line & R/W
App. Section Line
App. Section Line &
R/W
R/W
App. Section Line
App. Section Line
LINE "PR-A"
LINE "A"
App. Section Line
LINE "A"
LINE
"A"
LINE
"A" &
"PR-
A"
Res. "A"
Res. "A"
Res. "A"
BEGIN PROJECT
P.O.T. Sta. 12+00.00 "PR-A"=
O.P.O.T. Sta. 12+00.00 Section Line,
6.81' Lt.
END PROJECT
P.O.T. Sta. 22+00.00 "A"
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
DRM
CWW
TIPPECANOE COUNTY INDIANA
PLAT NO. 1
1"=50'
NA
02 31
6130.9802
1/31/2020
19+
00
SEC. 11, T23N.,R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
SEC. 10, T23N.,R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
SEC. 15, T23N.,R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
SEC. 14, T23N.,R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
P.C. Sta. 13+57.81 "PR-A"
10+00
1
5
+
0
0
25+
00
P.T. Sta. 18+48.72 "PR-A"
E. 200 N
.
E. 200 N
.
E. 200 N.
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
OU
OU
OU
OU
OU
OU
OU
OU
OUOU
OU
O
U
OU
OU
OU
OU
OU
OU
T
T
T
T
T
T
T
T
T
T
TT
TT
TT
O
U
O
U
O
U
T
T
T
LIN
E "A"
C. R. 200 N.
C. R. 200 N
.
>
>
>
>
>
>
>
>
>
P.O.T. Sta. 1
0+00.00 "PR-A"
P.O.T. Sta. 25+92.49 "A"
P.C. Sta. 13+57.81 "PR-A"
P.T. Sta. 18+48.72 "PR-A"
2
5
+
9
2
1
0
+
0
0
1
5
+
0
0
2
5
+
0
0
L
I
N
E
"
P
R
-
A
"
BEGIN PROJECT
P.O.T. Sta. 12+00.00 "PR-A"
END PROJECT
P.O.T. Sta. 22+00.00 "A"
Remove Existing Road and Grade
To Drain
Remove Existing 30" Pipe
Tree Clearing Req'd. for Sight Distance
Grade From Proposed Edge of Shoulder
to Existing SW Ditch
Proposed Toe of Slope
P.O.T. Sta. 19+24.84 "PR-A"(Back) =
P.T. Sta. 20+27.75 "A"(Ahead)
LINE "A"
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
DEMOLITION AND GRADING PLAN
1"=50'
NA
03 31
6130.9802
1/31/2020
EXISTING ROAD REMOVAL
LEGEND
AREA OF GRADING
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
11'-0" 11'-0"
Construction Centerline
2%
2%
TYPICAL CROSS SECTION C.R. 200 N.
Profile Grade
K
K
Scale: 1/4" = 1'-0"
Limits of Subgrade Treatment
2'-0"
2'-0"
27
2'-0" 1'-0"
3
:
1
*
4
:
1
STA. 12+00.00 "PR-A" TO STA. 12+98.00 "PR-A"
27
2'-0"1'-0"
3
:
1
*
4
:
1
11'-0"
Construction Centerline
8%
TYPICAL CROSS SUPERELEVATION SECTION C.R. 200 N.
Profile Grade
K
K
Scale: 1/4" = 1'-0"
Limits of Subgrade Treatment
2'-0"
2'-0"
* 3:1 Typical , 2:1 Max.
Slopes Vary Where Conditions Warrant
See Cross Sections
27
2'-0"
STA. 12+98.00 "PR-A" TO STA. 19+09.00 "PR-A"
27
2'-0"
8%
STA. 19+09.00 "PR-A" TO STA. 22+00.00 "A"
2626
26
26
SODDED DITCH DETAIL
Not to Scale
Sodding As Noted
On The Plans
3
:
1
(
B
a
c
k
s
l
o
p
e
)
4
:
1
1'-0"
1'-0"
Varies 1'-0" to 6'-0"11'-0"
1'-0"
1'-0"
* 3:1 Typical , 2:1 Max.
Slopes Vary Where Conditions Warrant
See Cross Sections
3
:
1
*
4
:
1
*
*
3
:
1
*
4
:
1
4' 4'
1.5" in 90' Taper (Min.)
Milling, Transition
Length As Shown
On Plan & Profile
Exst. Pavement
1
1
2
" Saw CutTack Coat
PAVEMENT TERMINATION DETAIL
Not to Scale
Taper Lane 10' to 11' From Sta. 12+00 to 12+50 "PR-A"Rt.
Taper Shoulder 1' to 2' From Sta. 12+00 to 12+50 "PR-A" Lt. & Rt.
Taper Lane 11' to 10' From Sta. 21+50 to 22+00 "PR-A" Rt.
Taper Shoulder 2' to 1' From Sta. 21+50 to 22+00 "PR-A" Lt. & Rt.
2'-0"
27
** 4:1 Typical
Slopes Vary Where Conditions Warrant
See Cross Sections
K
L
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
BKM
CWW
TIPPECANOE COUNTY INDIANA
TYPICAL CROSS SECTIONS
1/4"=1'-0"
NA
04 31
6130.9802
1/31/2020
LEGEND
K
26
27
HMA PAVEMENT CONSISTING OF:
165#/Sys. QC/QA HMA 2, 64, Surface, 9.5mm, - SMA on
495#/Sys. QC/QA HMA 2, 64, BASE, 25.0mm
12" Compacted Aggregate No. 53, Base on
Sodding
Seed Mixture, R
Subgrade Treatment Type IB
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
L
HMA PAVEMENT CONSISTING OF:
165#/Sys. QC/QA HMA 2, 64, Surface, 9.5mm, - SMA
A
R
E
T
Z
A
IR
P
O
R
T
C.R. 200 N.
I-65
SCHUYLER AVE.
C.R.
400 E
.
U.S.
52
EISENHOWER RD.
S.R. 25 (HOOSIER HEARTLAND HWY.)
OLD S.
R. 25
GREENBUSH ST.
CREA
SY LN
.
C.R. 300 N.
C.R.
500 E
.
B
A12
11
500' 500' 500'
5
7
5
7
C
B
B
C
C
D
B
B
D
C
C
5
0
0
'
5
0
0
'
5
0
0
'
B
A
12
11
6
6
&
C
C
&
C
C
C
C
C
C
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
JMT
CWW
TIPPECANOE COUNTY INDIANA
DETOUR ROUTE
N/A
NA
05 31
6130.9802
1/31/2020
TRAFFIC FLOW
SYMBOL
MESSAGE
CODE TYPE QUANTITY
-
LEGEND
DETOUR ROUTE
DETOUR ROUTE MARKER ASSEMBLY
BARRICADE TYPE III-B
AREA OF CLOSURE
TRAFFIC SIGNS
ADVANCED DETOUR RMAA
2
DIRECTIONAL DETOUR RMAB
6
CONFIRMING DETOUR RMAC
13
END DETOUR RMAD
2
A
A 2
12
11
2
A
ROAD CLOSED TO THRU TRAFFIC R11-45
2
DETOUR AHEAD XW20-2
ROAD CLOSED AHEAD W20-3
A
ROAD CLOSED R11-26
2
B
DETOUR M4-107
2
D
panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18
END DETOUR
ROUTE MARKER ASSEMBLY
SCALE: NONE
XM4-8
XM4-6S
A
panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18
ROUTE MARKER ASSEMBLY
SCALE: NONE
XM4-8
panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18
M5-1 (R or L)
panelStyle:regulatory.ssipanelName:M6-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18
panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18
DIRECTIONAL DETOUR
ROUTE MARKER ASSEMBLY
SCALE: NONE
B
XM4-8
M6-1 (R or L)
panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18
CONFIRMING DETOUR
ROUTE MARKER ASSEMBLY
SCALE: NONE
C
XM4-8
M6-3
panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18
panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18
panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18
panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18
panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18
A
CR 200 N CLOSED ON OR AFTER______ XG20-54
2
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
P.C. Sta. 15+89.07 "A"
P.T. Sta. 17+33.64 "A"
P.C. Sta. 13+57.81 "PR-A"
11+
00
12+
00
13+
00
14+
00
15+
00
16+
00
17+
00
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
OU
OU
T
T
T
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
(
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
)
(
B
it
.
M
a
t
.
)
E
.
2
0
0
N
.
(
B
it
.
M
a
t
.
)
E
.
2
0
0
N
.
(
B
it
.
M
a
t
.
)
E
.
2
0
0
N
.
(
E
d
g
e
o
f
W
o
o
d
s
)
(E
d
g
e
o
f W
o
o
d
s
)
(
E
d
g
e
o
f
W
o
o
d
s
)
(
E
d
g
e
o
f
W
o
o
d
s
)
(
E
d
g
e
o
f W
o
o
d
s
)
(
E
d
g
e
o
f
W
o
o
d
s
)
(
G
r
a
s
s
)
(
G
r
a
s
s
)
(
E
d
g
e
o
f
W
o
o
d
s
)
G
u
a
r
d
R
a
il (
A
lu
m
.)
G
u
a
r
d
R
a
i
l
(
A
l
u
m
.
)
30" C
MP
L
I
N
E
"
A
"
L
I
N
E
"
A
"
&
"
P
R
-
A
"
N
8
6
°
4
0
'3
7
"
E
P.I. Sta. 16+82.32 "A"
Δ = 92°02'04" Lt.
P.I. Sta. 16+68.94 "PR-A"
Δ = 89°17'34" Lt.
L
I
N
E
"
P
R
-
A
"
CURVE DATA
P.I Sta. 16+82.32 "A"
Δ = 92°02'04" Lt.
R = 90.00'
T = 93.25'
L = 144.57'
E = 39.60'
CURVE DATA
P.I Sta. 16+68.94 "PR-A"
Δ = 89°17'34" Lt.
R = 315.00'
T = 311.13'
L = 490.91'
E = 127.75'
S.E. = 8%
A
p
p
. E
x
. R
/
W
A
p
p
. E
x
. R
/
W
A
p
p
. E
x
. R
/
W
A
p
p
.
S
e
c
t
io
n
L
in
e
A
p
p
.
S
e
c
t
io
n
L
in
e
A
p
p
.
S
e
c
t
io
n
L
in
e
ROBERT W. JONES, ET AL
30" C
MP30
" CMP
C
o
n
s
t
r
.
L
im
it
s
C
o
n
s
t
r
.
L
i
m
i
t
s
BEGIN PROJECT
P.O.T. Sta. 12+00.00 "PR-A"=
R/W
R
/
W
R
/W
R
/
W
R
/
W
K
1
1
'
1
1
'
2
'
2
'
2
'
1
1
'
1
1
'
2
'
K
C
o
n
s
t
r
.
L
i
m
i
t
s
2
7
27
27
27
27
S
0
1
°
1
7
'1
9
"
E
S
0
1
°
1
7
'1
9
"
E
+90
25.00'
+90
35.00'
+50
50.00'
+20
50.00'
+60
55.00'
+95
120.00'
+90
Ex. R/W(11.00')
+90
Ex. R/W(11.00')
R
/
W
+74.63
57.36'
+57.07
26.57'
R
/
W
R
/
W
A
p
p
. E
x. R
/W
STRUCTURE No. 10
132' of 30" RCP Pipe w/1 P.E.S.
& 1 G.B.E.S. Type 1 Req'd.
+
8
9
9 Tons Revetment Riprap on
18 Sys. Geotextile Type 1A
9 Tons Revetment Riprap on
18 Sys. Geotextile Type 1A
Sawcut
R
e
m
o
v
e
G
u
a
r
d
r
a
i
l
Monument Type C, Req'd.
Remove Exist. Pipe
5
0
'
T
a
p
e
r
1
0
'
1
1
'
1
'
1
'
9
0
'-
0
"
2
0
6
S
y
s
.
M
illin
g
,
T
r
a
n
s
it
io
n
L
M
a
t
c
h
L
i
n
e
-
S
t
a
.
1
7
+
0
0
"
P
R
-
A
"
520
530
540
550
560
570
580
520
530
540
550
560
570
580
11+00 12+00 13+00 14+00 15+00 16+00 17+00
559.6
559.3
558.8
558.2
557.6
557.0
556.5
556.1
555.7
555.4
555.1
554.8
554.5
554.4
554.2
554.1
553.8
553.5
553.2
553.6
553.9
554.2
554.8
555.8
556.3
556.8
557.3
557.9
558.7
559.5
559.9
557.00
556.43
555.85
555.29
554.80
554.41
554.10
553.88
553.76
553.72
553.77
553.91
554.14
554.45
554.77
555.09
555.41
555.73
556.05
556.37
556.69
557.01
557.33
557.66
558.04
558.48
PVI Sta. 13+50
PVI El. 552.69
200' V.C.
-2.8
7%
1.60%
BEG
IN
PRO
JECT
Sta. 12+
00.00 "PR-A"
Elev. 557.00
Profile Grade
Existing Grade Along Line "PR-A"
Grade Spec. V Ditch Req'd. Lt.
(Plotted 10' Below Datum)
3.1
9%
-0.40%
-4.90%
-1.98%
+50, El. 558.40
+89, El. 550.57
+50, El. 553.50
+50, El. 551.52
178 Sys. Ditch Sodding Req'd. Lt.
165 Sys. Ditch Sodding Req'd. Lt.
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
PLAN AND PROFILE
1"=20'
1"=10'
06 31
6130.9802
1/31/2020
T.B.M. 1 -Mag Spike Set, E. Side of Power Pole #685691
Sta. 16+22.10 Line "A", 22.60' Lt., Elev. 554.48
SEC. 11, T23N.,R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
SEC. 10, T23N.,R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
All R/W on this Sheet to be as shown. All R/W
Described from Line "A" unless otherwise noted.
EARTHWORK SUMMARY
UNDERCUTTING* 496 Cys.
COMMON EXCAVATION 3990 Cys.
EXISTING ROAD REMOVAL 243 Cys.
FILL +25% 1,439 Cys.
WASTE 2,794 Cys.
WASTE FROM UNDERCUTTING* 496 Cys.
The Above Quantities Includes 5 Cys. of Cut and 0
Cys. of Fill + 25% for Drives
11+4
2.25,
19.06
' Pwp
ou5
13+8
0.03,
23.86
' Pwp
6856
9013
+80.0
3, 23
.86' O
vr. Hd
. Elec
-Tele.
16+2
1.99,
25.49
' Ovr.
Hd. E
lec-Te
le.16
+22.0
8, 25
.44' P
wp 68
5691
16+2
2.49,
26.68
' B.M
. #1
16+4
8.67,
15.31
' Guy
Wr. A
nc.
16+8
4.68,
19.99
' Tele
. Spl.
Bx.
17+5
7.40,
71.41
' Bou
lder
17+7
4.99,
14.64
' Rd.
Sn., C
rv_Rt
18+5
2.89,
63.46
' Con
c. ROW
Mrkr
.
13+4
8.23,
15.05
' Rd.
Sn., _
Crv_L
t
13+9
7.54,
15.41
' Rd.
Sn., L
eft
15+7
2.58,
17.19
' Rd.
Sn., _
Crv_L
t
16+1
4.46,
22.09
' Rd.
Sn., R
ight
16+2
9.58,
21.87
' Alum
. Grd.
Rail
16+4
2.56,
21.83
' Rd.
Sn., L
eft16
+44.2
3, 21
.88' R
d. Sn
., Righ
t
16+5
5.14,
25.32
' Rd.
Sn., L
eft16
+57.0
7, 26
.57' M
onum
ent /4
02 (")
16+6
0.98,
26.06
' Rd.
Sn., R
ight
16+7
1.12,
15.70
' Alum
. Grd.
Rail
16+7
3.11,
20.13
' Rd.
Sn., L
eft16
+74.3
5, 20
.11' R
d. Sn
., Righ
t
16+7
8.24,
33.43
' Guy
Wr. A
nc.16
+79.1
7, 32
.34' G
uy Wr
. Anc.
16+8
7.68,
25.91
' Pwp
6856
9216
+87.6
8, 25
.91' O
vr. Hd
. Elec
-Tele.
16+9
2.64,
15.61
' Alum
. Grd.
Rail
16+9
6.57,
19.49
' Rd.
Sn., L
eft16
+98.5
3, 19
.95' R
d. Sn
., Righ
t17
+07.7
3, 15
.60' A
lum. G
rd. Ra
il17
+34.3
2, 15
.16' A
lum. G
rd. Ra
il17
+34.3
6, 17
.81' R
d. Sn
., Left
17+8
3.33,
18.34
' Rd.
Sn., L
eft17
+86.6
7, 14
.57' A
lum. G
rd. Ra
il
Topo station offset notes taken from Line "A".
LEGEND
HMA Pavement: See Typical Sections
Seeding Mixture, R
K
27
Sta. 16+68.01, 19.55' Lt. "A"
Rebar W/ "Traverse" Cap, Set Flush
Sta. 13+51.83, 29.11' Lt. "A"
Rebar W/ "Traverse" Cap, Set 1/2" B.G.
Line "A"
C.R. 200 N.
N. Most Cor. Of
N. Most Post Of
Guardrail
Guardrail
PK Nail W/
Washer In
N. Side Of Pwp.
E. Face
Of Pwp.
3
4
.2
0
'
3
5
0
°
A
z
.
56.64'
270° Az.
34.20'
350° Az.
Line "A"
C.R. 200 N
.
E. Face
Of Pwp.
E. Edge Of
Lt. Curve Sgn.
W/ Light
E. Edge Of
Lt. Arrow Sgn.
44.45'
270° Az.
2
8
.0
0
'
1
9
0
°
A
z
.
64.62'
220° Az.
* As Directed by Engineer
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
HMA Pavement: See Typical SectionsL
P.C. Sta. 18+12.41 "A"
P.T. Sta. 19+24.84 "PR-A"(Back)=
P.T. Sta. 20+27.75 "A"(Ahead)
P.T. Sta. 18+48.72 "PR-A"
16+
00
17+
00
18+
00
19+
00
21+
00
22+
00
23+
00
24+
00
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
>
>
>
>
Fie
ld Entrance
(Bit. M
at.)
(G
ravel)
(G
rass)
(G
rass)
(G
rass)
(Bit. M
at.)
E. 200 N
.
(Edge of W
oods)
(E
d
g
e o
f W
o
o
d
s)
(Edge o
f W
oods)
G
uard Rail (Alu
m
.)
G
uard Rail (Alu
m
.)
12" RCP
L
IN
E
"A
"
LIN
E "A"
N
89°25'0
8"E
N
8
6
°
4
0
'3
7
"E
P.I. Sta. 19+20.10 "A"
Δ = 2°44'31" Rt.
E = 127.75'
S.E. = 8%
ROBERT W. JONES, ET AL
ROBERT W. JONES, ET AL
App. Ex. R/W
App. Ex. R/W
A
p
p
. E
x. R
/W
App. Ex. R/W
App. Sectio
n L
ine
END PROJECT
P.O.T. Sta. 22+00.00 "A"
Constr. Lim
its
C
o
n
str. Lim
its
R
/
W
K
11'
11'
2'
2'
27
27
+95
120.00'
+90
Ex. R/W(62.14')
+48.98
Ex. R/W(36.48')
R
/W
13' Mod. Cl. V Drive Req'd.
+
7
4
O
L
I
N
E
"
P
R
-
A
"
Do N
ot D
isturb Exis
tin
g G
uardrail
Do N
ot D
isturb Exis
tin
g G
uardrail
Cle
an Sedim
ent in
Pip
e
Do N
ot D
isturb Pip
e
10'
11'
1'
1'
90'-0"
207 Sys. M
illing, Transitio
n
L
Saw
cut
M
a
t
c
h
L
in
e
-
S
t
a
.
1
7
+
0
0
"
P
R
-
A
"
520
530
540
550
560
570
580
520
530
540
550
560
570
580
17+00 18+00 19+00 21+00 22+00 23+00 24+0024+03
559.9
557.1
556.3
558.8
560.2
561.2
562.2
563.1
564.0
565.0
565.9
566.8
567.7
568.6
569.6
570.6
571.6
572.5
573.5
574.5
575.4
576.3
577.2
578.1
579.0
579.9
580.8
581.7
582.6
583.6
584.5
584.7
558.48
558.99
559.56
560.19
560.88
561.63
562.44
563.32
564.25
565.19
566.12
567.06
567.86
568.80
569.74
570.68
571.61
572.55
573.49
574.43
575.36
4.69%
PVI Sta. 17+50
PVI El. 559.09
200' V.C.
END PROJECT
Sta. 22+00.00 "A"
Elev. 575.36
Profile Grade
Existing Grade Along Line "PR-A"
Grade Spec. V Ditch Req'd. Lt.
(Plotted 10' Below Datum)
+75, El. 556.50
3.1
9%
See Previous Sheet for Ditch Sodding
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
PLAN AND PROFILE
1"=20'
1"=10'
07 31
6130.9802
1/31/2020
SEC. 11, T23N., R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
SEC. 14, T23N., R4W
FAIRFIELD TWP.
TIPPECANOE COUNTY
All R/W on this Sheet to be as shown. All R/W
Described from Line "A" unless otherwise noted.
17+7
4.99,
14.64
' Rd.
Sn., C
rv_Rt
18+5
2.89,
63.46
' Con
c. ROW
Mrkr
.
19+8
1.74,
16.74
' Rd.
Sn., C
rv_Rt
20+7
9.81,
18.04
' Alum
. Grd.
Rail
23+5
3.43,
13.99
' Rd.
Sn., 3
5_MP
H
17+8
3.33,
18.34
' Rd.
Sn., L
eft17
+86.6
7, 14
.57' A
lum. G
rd. Ra
il
19+1
1.20,
20.29
' Pwp
6856
9319
+11.2
0, 20
.41' O
vr. Hd
. Elec
-Tele.
21+4
8.14,
21.52
' Pwp
6856
9421
+48.2
2, 21
.69' O
vr. Hd
. Elec
-Tele.
21+5
0.39,
39.69
' Con
c. ROW
Mrkr
.
21+8
2.33,
17.34
' Alum
. Grd.
Rail
23+4
2.20,
14.50
' Rd.
Sn., 4
5_MP
H
Topo station offset notes taken from Line "A".
LEGEND
HMA Pavement: See Typical Sections
Seeding Mixture, R
L
27
6" Compacted Aggregate No. 53O
Sta. 20+78.29, 14.36' Rt. "A"
Mag. Nail, Set Flush
C.R. 200 N. Line "A"
S. Edge Of
Rt. Curve Sgn.
N. Face
Of Pwp.
S.W. Cor.
Of Stl. Post
30.22'
350° Az.
70.45'
90° Az.
24.80'
170° Az.
Pvt. Dr.
C.R. 200 N. Line "A"
Guardrail
Mag. Nail In
N. Face Of Pwp.
S. Edge Of
Speed Lmt. Sgn.
N. Edge Of
Speed Lmt. Sgn.
33.17'
270° Az.
34.61'
330° Az.
20.76'
110° Az.
Sta. 23+75.37, 12.52' Rt. "A"
Rebar W/ "Traverse" Cap, Set Flush
5
0
' T
a
p
e
r
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
HMA Pavement: See Typical SectionsK
e = 8%
R = 315'
P.I. STA. 16+68.94 "PR-A"
P.T. STA. 18+
48.72 "PR-A"
P.C. STA. 13+
57.81 "PR-A"
DESIGN SPEED 35 MPH
12+00
0.26'
15+00
Right Edge of Pavement
Left Edge of Pavement
210' Transition Length Full Superelevation
Grade as Shown on Profile
1.04'
1.04'
60' VC (Typ.)
Left & Right Edge of Pavement
-
0
.
6
2
%
-
0
.
6
2
%
+98
+08
+99
210' Transition Length
0.26'
Left & Right Edge of Pavement
20+00
-
0
.
6
2
%
+09
-
0
.
6
2
%
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
JCS
BKM
JCS
TIPPECANOE COUNTY INDIANA
SUPERELEVATION DIAGRAM
1"=50'
1"=5'
08 31
6130.9802
1/31/2020
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
P.O.T. Sta. 10+00.00 "PR-A"
P.O.T. Sta. 25+92.49 "A"
P.C. Sta. 13+57.81 "PR-A"
P.T. Sta. 18+48.72 "PR-A"
25+
92
10+
00
11+
00
12+
00
13+
00
14+
00
15+
00
16+
00
17+
00
18+
00
19+
00
21+
00
22+
00
23+
00
24+
00
25+
00
>
>
>
>
>
>
>
>
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
O
U
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
O
U
O
U
O
U
T
T
T
L
I
N
E
"
P
R
-
A
"
C
R
2
0
0
N
C
R
2
0
0
N
HoA
BEGIN PROJECT
P.O.T. Sta. 12+00.00 "PR-A"
END PROJECT
P.O.T. Sta. 22+00.00 "A"
HoA
KpC3
KpC3
KpC3
KaA
KaB2
9 Tons Revetment R
iprap On
16 Sys. Geotextile
Type 1A Req'd.
5
6
2
5
6
1
5
6
0
5
5
9
5
5
8
557
5
5
6
5
5
5
5
5
5
5
5
6
5
5
7
5
5
8
5
6
5
5
6
5
5
7
0
5
7
5
5
7
4
5
6
0
5
6
5
5
7
0
5
6
9
565
5
5
5
5
7
5
5
7
6
5
6
0
5
6
0
5
6
1
5
6
2
554
555
5
5
6
5
5
7
5
5
8
5
5
9
5
6
0
5
6
1
5
6
2
5
6
3
5
6
4
5
5
4
5
5
3
5
5
3
5
5
4
5
5
8
5
5
6
5
5
5
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S
F
S
F
L
I
N
E
"
P
R
-
A
"
L
I
N
E
"
A
"
5
6
6
5
6
7
5
6
8
5
6
9
5
7
0
5
7
1
5
7
2
5
7
3
5
7
4
5
7
5
5
7
6
5
7
7
5
7
8
5
7
9
5
8
0
+
7
0
+
0
7
+
0
2
+
0
0
+
8
9
+
4
5
9 Tons Revetment Riprap On
16 Sys. Geotextile
Type 1A Req'd.
TS
TS
TS
TS
TS
TS
TS
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
MRO
JCS
JMT
JCS
TIPPECANOE COUNTY INDIANA
EROSION CONTROL
1"=50'
NA
09 31
6130.9802
1/31/2020
SF
CULVERT PIPE PROTECTION
ROCK CHECK DAM
PERIMETER PROTECTION (SILT FENCE)
PROPOSED DITCH
> >
LEGEND
SOIL TYPE IDENTIFICATION
CrA
TS
TEMPORARY SEEDING PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
MRO
JCS
JMT
JCS
TIPPECANOE COUNTY INDIANA
EROSION CONTROL NOTES
N/A
NA
10 31
6130.9802
1/31/2020
Rule 5 Checklist - Section A:
Construction Plan Elements
1. Index Showing Locations Of Required Plan Elements
Plan Index: See Erosion Control Plan Sheets.
Estimated Start: June 1, 2019
Estimated Completion Date: November 30, 2020
2. 11x17 Inch Plat With Building, Lots, Boundaries, Road Layout Names
See Plat No. 1.
3. Narrative Describing Nature And Purpose Of Project
The Purpose Of The Project Is Road Reconstruction-Realignment And Culvert
Replacement.
4. Vicinity Map Showing Project Location
See Title Sheet
5. Legal Description Of The Project Site
Latitude: 40°26'49"N, Longitude: 86°50'56"W; Sections 10 and 11; Township 23N;
Range 4W; From Approximately 2390' South Of SR 25 Along CR 200 N For 1000'. See
The Title Sheet For Vicinity Map.
6. Location Of All Site Improvements
Improvements Shall Be Contained Within The Construction Limits As Shown On The
Plan & Profile Sheets.
7. Hydrologic Unit Code
05120107050010
8. Note Any State Or Federal Water Quality Permits
N/A
9. Specific Points Where Stormwater Discharge Will Leave The Site
15+88 "PR-A" 30" Culvert Under Road
See The Plan & Profile Sheets
10. Location And Name Of All Wetlands, Lakes And Water Courses On And Adjacent To The
Site
There Is A Wetlands 200' South Of Construction Limits.
11. Identification Of All Receiving Waters
Stormwater Will Discharge To Wildcat Creek .
12. Identification Of Potential Discharges To Ground Water (Abandoned Well, Sinkholes,
Etc.)
Potential Locations For Groundwater Infiltration Include Roadside Ditches.
13. 100 Year Floodplains, Floodways, And Floodway Fringes
N/A
14. Pre-Construction And Post Construction Estimate Of Peak Discharge (10 Year Storm
Event)
Location Pre-Counstruction (10 yr.) Post-Construction (10 yr.)
15+89 "PRA" 20.46 cfs 19.82 cfs
15. Adjacent Land Use, Including Upstream Watershed
The Land Use Within, And Adjacent To, The Project Limits Mostly Consists Of Woods
And Farmland.
16. Construction Limits
See The Plan & Profile Sheets For Construction Limits.
17. Identification Of Existing Vegetative Cover
The Project Is Located Mostly On Grassy Areas And Woods.
18. Soils Map Including Soil Descriptions And Limitations
HoA Hononegah fine sandy loam: 0 To 2% Slopes, Water Capacity Is Low,
Permeability Is Rapid
KaB2 Kalamazoo Loam: 0 To 6% Slopes, Gently Sloping, Well Drained
KpC3 Kosciusko gravelly sandy clay loam: 6 To 12% Slopes, Moderately Sloping, Well
Drained
19. Locations, Size And Dimensions Of Proposed Stormwater Systems (e.g. Pipes, Swales,
And Channels)
See The Plan & Profile Sheets.
20. Plans For Any Off Site Construction Activities Associated With This Project (Sewer/Water
Tie-ins)
The Soil Stockpile Will Be Located On The North Side Of Existing CR 200 N At Aprox.
Sta. 14+30 "PR-A"
21. Locations Of Proposed Soil Stockpiles And/or Borrow Disposal Areas
Proposed Borrow Or Disposal Sites Shall Be Identified By The Contractor Before The
Material Is Excavated Or Disposed Of Within Or Outside The R/W in Accordance
w/Section 203.08, 203.09, & 212. The Contractor Shall Comply w/The Special
Provision Entitled "Temporary Erosion Control Measures" & Section 108.04 Of The
INDOT Standard Specifications.
22. Existing Site Topography At An Interval Appropriate To Indicate Drainage Patterns
See The Plan & Profile, Erosion Control, & Cross Section Sheets.
23. Proposed Final Topography At An Interval Appropriate To Indicate Drainage Patterns
Refer To The Cross Sections For Final Topography.
Rule 5 Checklist - Section B:
Stormwater Pollution Prevention Plan-Construction Component
1. Description Of Potential Pollutant Sources Associated With Construction Activities.
See The Potential Storm Water Pollutants And Spill Prevention Handling Table Located On
The Erosion Control Details.
2. Sequence Describing Stormwater Quality Measure Implementation Relative To Land
Disturbing Activities.
Preconstruction:
A. Notify Project Owner
B. Verify The Location Of Any And All Underground Utilities.
C. Install Temporary Construction Entrances.
D. Exhibit Rule 5 Information At The Job Site. Contractor Shall Designate A Person
Responsible For On-Site Inspections And For Providing This SWPPP On-Site.
E. Install Silt Fence.
Construction:
A. Install Erosion Control Measures As Each Phase of Construction Operation Begins, As
Required; Which May Include But Is Not Limited To Inlet Protection, Silt Fence, Rock
Check Dams, and Riprap.
B. Install Staging Areas, Material Storage Areas, & Fueling Stations.
C. Construct CR 200 N, beginning with Clearing of Right-Of-Way. Progress to earth
work, Drainage Construction, And Road Reconstruction.
D. Temporary Seed Disturbed Areas If To Be Disturbed More Than 7 Days.
E. Complete various above grade items (Signage, Pavement Markings, Etc.).
F. Install Permanent Sodding and Seeding.
3. Stable Construction Entrance Locations And Specifications (At All Points Of Ingress And
Egress)
The Contractor Shall Utilize Existing Streets And Drives As Much As Possible For Construction
Ingress And Egress. The Contractor Shall Keep Public Roads And Private Drives Clear And
Remove All Dust, Dirt, And Debris As A Result Of Construction Activities. Temporary
Construction Entrances Shall Meet The Requirements Of The Construction Gravel Entrance
As Shown On The Erosion Control Details.
4. Sediment Control Measures For Sheet Flow Areas
Sediment Control Will Be Handled Via Silt Fence , And By Temporary & Permanent Seeding.
See The Plan & Profile And Erosion Control Sheets.
5. Sediment Control Measures For Concentrated Flow Areas
Sediment Control Will Be Handled Via Rock Check Dams And Riprap. See The Erosion
Control Sheets.
6. Storm Sewer Inlet Protection Measure Locations And Specifications
None.
7. Runoff Control Measures (e.g. Diversions, Rock Check Dams, Slope Drains, Etc.)
Runoff Will Be Controlled By Storm Culvert, Rock Check Dams,
Silt Fence, & Temporary Seeding. See The Erosion Control Sheets.
8. Stormwater Outlet Protection Specifications
Stormwater Outlet Protection Will Be Handled Via Riprap, Rock Filter Berms, Or Rock Check
Dams. See The Erosion Control Sheets & Erosion Control Details.
9. Grade Stabilization Structure Locations And Specifications.
None.
10. Location, Dimensions, Specifications, And Construction Details Of Each Stormwater
Quality Measure.
See The Erosion Control Sheets & Erosion Control Details.
11. Temporary Surface Stabilization Methods Appropriate For Each Season.
Seeding Of Disturbed Areas Shall Be Implemented For All Disturbed Land Left Inactive For A
Period Of 14 Days.
12. Permanent Surface Stabilization Specifications.
Permanent Seeding Shall Be Implemented For All Disturbed Land And Shall Occur Once Final
Grading Has Been Completed. See The Plan & Profile Sheets & Erosion Control Details.
13. Material Handling And Spill Prevention Plan
Vehicle And Equipment Maintenance: Onsite Vehicle And Equipment Maintenance Should
Only Be Used Where It Is Impractical To Send Vehicles And Equipment Offsite For
Maintenance And Repair. If Maintenance Must Occur Onsite, The Area Where Repairs Are
To Be Made Must Be Located Away From Drainage Courses. Drip Pans And/Or Absorbent
Pads Should Be Used During Vehicle And Equipment Maintenance Work That Involves Fluids,
Unless The Maintenance Work Is Performed Over An Impermeable Surface In A Dedicated
Maintenance Area. Inspect Onsite Vehicles And Equipment Daily At Startup For Leaks, And
Repair Immediately. Properly Dispose Of Used Oils, Fluids, Lubricants And Spill Cleanup
Materials. Do Not Place Used Oil In A Dumpster Or Pour Into A Storm Drain Or Watercourse.
Rule 5 Checklist - Section B: (Continued)
Vehicle Fueling: Onsite Vehicle And Equipment Fueling Should Only Be Used Where It Is
Impractical To Send Vehicles And Equipment Offsite For Fueling. Drip Pans And Absorbent
Pads Should Be Used During Vehicle And Equipment Fueling, Unless The Fueling Is
Performed Over An Impermeable Surface In A Dedicated Fueling Area. Nozzles Used In
Vehicle And Equipment Fueling Should Be Equipped With An Automatic Shutoff To Control
Drips. Fueling Operations Should Not Be Left Unattended. Federal, State, And Local
Requirements Should Be Observed For Any Stationary Above Ground Storage Tanks.
Debris Collection: To Prevent Clogging Of The Storm Drainage System, Litter And Debris
Removal From Drainage Grates, Trash, Rocks, And Ditch Lines Should Be A Priority.
Construction Debris And Waste Should Be Removed From The Site Biweekly Or More
Frequently As Needed. Construction Material Visible To The Public Should Be Stored In An
Orderly Manner. Stormwater Runoff Should Be Prevented From Contacting Stored Solid
Waste.
Alert Procedure For Spills: In The Event Of A Material Spill (Fuel, Oil, Fluids, Lubricants,
Etc.), Barricade The Area Allowing No Vehicles To Enter Or Leave The Spill Zone. Notify The
Indiana Department Of Environmental Management (IDEM), Office Of Emergency Response,
By Calling The Appropriate Phone Number: Office 317-233-7745 Or Toll Free:
800-233-7745. Also, The National Response Center At 800-424-8802 And Provide The
Following Information: Time Of Observation Of The Spill, Location Of The Spill, Identify
Material Spilled, Probable Time And Source Of Spill, Weather Conditions, Personnel At Scene
And Action Initiated By Personnel. Notify The Local Fire Department And Police Department.
Coordinate And Monitor Cleanup Until The Situation Has Been Stabilized And The Spill Has
Been Eliminated.
14. Monitoring And Maintenance Guidelines For Each Proposed Stormwater Quality Measure.
The Contractor Shall Maintain All Water Quality Measures During Construction To Prevent
Any Blockages From Accumulated Sediment. Monitoring Of The Protective Measures Shall
Be Done On A Weekly Basis And Again Within 24 Hours Of Every Half-Inch Rain Event.
Maintenance Shall Include A Written Record Of Each Inspection That Is Made Within 24
Hours Of A Rain Event And Weekly. The Written Record Shall Be Made Available Upon
Request.
Temporary Construction Entrance: Inspect Weekly, Within 24 Hours Of Every Half-Inch Rain
Event, And After Heavy Use.
A. Reshape Pad As Needed.
B. Top Dress Pad As Needed.
C. Remove Immediately Any Mud And Sediment Tracked Or Washed Onto The Street
Using Brushing Or Sweeping. Flush Area Only If Runoff Will Be Flowing Through A
Sediment Trap.
D. Repair Any Damaged Pavement Immediately.
Silt Fence:
A. Replace If Torn, Starts To Degrade, Or Becomes Ineffective In Anyway.
B. Remove Sediment When It Reaches Half Of The Fence Height Taking Care Not To
Undermine.
C. Remove Trash And Other Debris From Riser, Emergency Spillway, And Pool Area.
D. Clean Or Replace Aggregate Around The Riser If The Sediment Pool Does Not
Dewater Within 48 To 72 Hours Following A Stormwater Runoff Event.
Rock Check Dam:
A. Inspect Check Dams And The Channel After Each Storm Event, And Repair Any
Damage Immediately. If Significant Erosion Occurs Between Dams, Install A Riprap
Liner In That Portion Of The Channel.
B. Remove Sediment Accumulated Behind Each Dam As Needed To Maintain Channel
Capacity, To Allow Drainage Through The Dam, And To Prevent Large Flows From
Displacing Sediment.
C. Add Aggregate To The Dams As Needed To Maintain Design Height And Cross
Section.
D. When The Dams Are No Longer Needed, Remove The Aggregate And Stabilize
Channel Using An Erosion Resistant Lining, If Necessary.
Riprap:
A. Check For And Repair Any Adjacent Erosion.
B. Repair Washed Out Areas.
Temporary Seeding:
A. Monitor Until It Reaches 70% Coverage.
B. Reseed As Needed.
C. Install Additional Erosion Control To Help Establish Cover.
Check And Maintain Any Additional Erosion Control Measures As Needed.
15. Erosion & Sediment Control Specifications For Individual Building Lots.
N/A.
Rule 5 Checklist - Section C:
Stormwater Pollution Prevention Plan-Post Construction Component
1. Description Of Pollutants And Their Sources Associated With The Proposed Land Use.
See The Potential Storm Water Pollutants And Spill Prevention Handling Table Located On The
Erosion Control Details.
2. Sequence Describing Stormwater Quality Measure Implementation.
All Disturbed Ground Will Be Seeded Immediately After Grading Or When The Project Is
Substantially Complete. Riprap Splash Pads And Geotextiles Shall Be Constructed As Soon As
Outlet Structures Are Installed. See The Plan & Profile, Erosion Control & Erosion Control
Detail Sheets.
3. Description Of Proposed Post Construction Stormwater Quality Measures.
Seed Will Be Used In All Disturbed Areas For Permanent Stormwater Quality Measures.
Geotextiles Will Be Utilized Under Riprap At All Locations In Accordance w/INDOT Standard
Specifications 616.11. Riprap Splash Pads Shall Be Constructed At Pipe Outlets As Shown On
The Plan & Profile And Erosion Control Sheets In Accordance With 616.05.
4. Location, Dimensions, Specifications, And Construction Details Of Each Stormwater Quality
Measure.
See The Erosion Control Sheets & Erosion Control Details.
5. Description Of Maintenance Guidelines For Post Construction Stormwater Quality Measures.
The Contractor Shall Ensure That Revegetated Areas Become Fully Established And Shall
Water And Re-Seed As Necessary. The Owners Shall Clean Up Trash And Shall Perform
Maintenance On The Storm Sewer System At Regularly Scheduled Intervals.
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
MRO
JCS
JMT
JCS
TIPPECANOE COUNTY INDIANA
EROSION CONTROL NOTES
N/A
NA
11 31
6130.9802
1/31/2020
NOTES:
If Construction Activities Take Place During The Months Of November Through
February, Use Dormant Seeding Practices In Place Of Temporary And
Permanent Seeding Practices.
See Chapter 7 Of The Indiana Storm Water Quality Manual, For Additional
Seeding Recommendations.
Spread Fertilizer Uniformly Over Finish Graded Surfaces At A Rate Of 20 Pounds Per 1,000 Square Feet.
Thoroughly Disk, Harrow, Or Rake Fertilizer Into Soil To Depth Not Less Than 2 Inches.
Distribute Seed Mix Same Day As Fertilizer Is Applied. Spread Evenly At A Rate Of 3 Pounds Per 1,000
Square Feet. Rake Lightly And Compact Areas With 100 Pound Roller.
Cover Areas With Straw Evenly Spread At A Rate Of 2 Tons Per Acre Immediately After Seeding. Water
Areas With Fine Spray. Do Not Flood Or Create Washes. Protect Seeded Areas From Erosion.
Continue Watering Of These Areas On A Daily Basis For The Remainder Of The Construction Period.
Hold Sloped Areas Steeper Than 2 (Horizontal) To 1 (Vertical) With Wire Mesh Or Stakes And Wire.
EROSION CONTROL NOTES
GENERAL:
Take Measures To Control Erosion And Sedimentation To Assure That Sediment Is Not Transported From
The Site By Storm Events. Practices Such As Silt Traps Or Filters Shall Be Installed Prior To Land Disturbing
Activities. New Drainage Swales Shall Be Seeded And/Or Sodded, Or Other Protective Practices Applied,
Immediately Following Construction. All Practices Shall Be Maintained To Remove Sediment From Runoff
Leaving The Site As Long As Unstabilized Soil Conditions Exist.
After Land Disturbing Activities Cease And The Soil Is Stabilized, Temporary Erosion Control Measures May
Be Eliminated If Their Purpose Has Been Fulfilled. Any Disturbed Soil Resulting From Removal Of Such
Practices Shall Be Stabilized By Approved Methods.
Dispose Properly All Waste And Unused Building Materials Including, But Not Limited To, Garbage, Debris,
Cleaning Wastes, Water, Toxic Materials, And Hazardous Substances. Do Not Allow Substances To Be
Carried By Runoff Into A Receiving Channel Or Storm Sewer System.
Clean Public Or Private Roadways Daily And After Major Storms Using Acceptable Methods To Remove Any
Accumulated Sediment. The Developer's Contractors Are Responsible For Supervision Of The Construction
Activity Within The Development And Shall Take All Necessary Actions To Remove Sediment From The
Streets.
For Construction Sequence, Maintenance, And Other Soil Erosion Requirements, See Specifications For Site
Clearing, Slope Protection, Erosion Control, Landscaping, And Seeding.
Erosion And Sediment Control Practices Must Adhere To, Or Exceed Those Shown On The Erosion Control
Plan, (And Rule 5 327 IAC 15-5) And Shall Be In Accordance With The Indiana Storm Water Quality Manual,
Indiana Department Of Environmental Management.
SURFACE STABILIZATION:
Cut Slopes Which Are To Be Topsoiled Should Be Scarified To A Minimum Depth Of 4 Inches Prior To
Placement Of Topsoil. Install Erosion Control Blankets On All Slopes Of 3 (Horizontal) To 1 (Vertical).
Stabilize All Disturbed Ground Left Inactive For Fifteen Or More Days By Seeding, Sodding, Mulching, Or By
Other Equivalent Erosion Control Practices. See The Landscape Plan For Permanent Ground Cover
Requirements Adjacent To The Building And Parking Areas.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PAD:
Construct The Temporary Gravel Drive Using 2-3 Inches INDOT CA No. 53 Washed Stone Over A Stable
Foundation, 6 Inches Minimum Thickness. Geotextile Fabric May Be Used Under Wet Conditions Or For Soils
Within A High Seasonal Water Table To Provide Greater Bearing Strength. Grade For Positive Drainage.
Inspect The Entrance Pad Area Weekly And After Storm Events Or Heavy Use. Reshape The Pad As Needed
For Drainage And Runoff Control. Top Dress Pad With Clean Stone.
SODDING:
Do Not Install Sod On Hot, Dry Soil, Frozen Soil, Compacted Clay, Loose Sand Or Gravel, Or Pesticide
Treated Soil. Ideal Sodding Time Is May 1-June 1, Or September 1-October 20, Although It Can Be Installed
As Early As March 15, If Available And Temperatures Are Above 32°F, Or June 1-September 1 If Irrigated.
Install Sod After Other Erosion Control Practices Have Been Completed. Break Up Compacted Soils
Sufficiently To Create A Favorable Rooting Depth Of 6-8 Inches, Using A Chisel Plow, Disk, Harrow, Or Rake.
Apply Topsoil If The Site Is Otherwise Unsuitable For Establishing Vegetation. Shape, Smooth, And Firm
The Soil Surface.
Have The Soil In The Sod Bed Tested To Determine Its pH And Nutrient Level. If The pH Is Too Acidic For
The Grass Sod To Be Installed, Apply Lime According To Test Results Or At The Rate Recommended By The
Sod Supplier.
Fertilize As Recommended By The Soil Test. If Testing Was Not Done, Consider Applying 400-600 Lbs./Acre
Of 12-12-12 Analysis Fertilizer, Or Equivalent Fertilizer, As Recommended By The Soil Test. Work The
Fertilizer Into The Soil To 2-4 Inches Deep.
TREE CONSERVATION/PROTECTION:
Protect Trees From Construction Equipment By Fencing Off An Area Equivalent To The Tree's Crown With
Temporary Construction Safety Fence. If A Fence Cannot Be Erected, Cushion The Rooting Area With 6
Inches Of Wood Chips, Or Wood Or Brick Paths.
Create Traffic Patterns Such As To Keep Soil Compaction To A Minimum. Store Supplies And Equipment
Away From Protected Tree Areas. Aerate Soil Where Compaction Has Been Excessive.
When Clearing Areas Adjacent To Protected Trees, Use Equipment Such As A Brush Cutter Or Rotary Ax, Or
Cut By Hand. Where Root Areas Must Be Graded, Cut Large Roots Instead Of Tearing Them With
Equipment.
Irrigated
Oats
FERTILIZER:
20 Percent Annual Rye Grass
40 Percent Creeping Red Fescue
STRAW:
40 Percent Kentucky Bluegrass
SEEDS:
Clean And Free Of Weed Seeds
Commercial Fertilizer (12-12-12)
Irrigation Required
Increase Seeding Rate By 50%
If Mulch Applied And Planted Late Summer
Seeding Dates May Be Extended 5 Days
DEC
Permanent Seeding Dates
Non-Irrigated*
Dormant Seeding**
Annual Rye Grass
Temporary Seeding Dates
Wheat Or Rye
FEBJAN MAR APR MAYSEPJULJUN
AUG OCTNOV
SEEDING:
The Following Table Is For General Seeding Information Only. Consult The Indiana Storm Water Quality
Manual For Recommendations Relating To Steep Banks And Cuts, High Maintenance Areas, And Channels
And Areas Of Concentrated Flow.
EROSION CONTROL NOTES (Con't)
Minimize Changes In The Drainage Pattern. Avoid Putting Fill Over The Root System.
Prune Low Hanging Limbs That Could Otherwise Be Broken Off By Equipment.
Repair Wounds Simply By Removing Damaged Bark And Wood Tissue (Do Not Use Tree Paint).
EROSION CONTROL BLANKETS:
Use Machine Produced Mat Of Straw Fiber Matrix Or Curled Wood Excelsior Of 80 Percent, 6 Inch Or
Longer Fiber Length.
Evenly Distribute Fibers Over Entire Area Of Blanket To Provide Consistent Thickness.
Provide Blanket With Top Side Covered With Biodegradable Extruded Plastic Mesh.
Treat Blankets To Impart Smolder Resistance Without Use Of Chemical Additives.
Provide "Curlex Blankets" By American Excelsior Company, Or "S150" By North American Green, Or
Accepted Substitute.
EROSION CONTROL BLANKET STAPLES:
Use Minimum 0.091 Inch Diameter Steel Wire "U" Shape With Legs 6 Inches In Length With 1 Inch
Crown.
Potential Storm Water Pollutants Material Handling and Spill Prevention
Trade Name
/Material
Source
Chemical/Physical Description
Storm Water Pollutants Remedial Action
Fertilizer Landscaping Activities Liquid or Solid Grains Nitrogen, Phosphorus (1), (2), (3)
Cleaning Solvents Normal Business Operation Colorless, Blue Or Yellow-Green
Liquid
Percholoroethylene, Methylene
Chloride, Trichloroethylene,
Petroleum Distillates
Seal Drains & Inlets w/Plastic And Or
Tape And Collect Excess, (1), (2),
(3), (4)
Asphalt Site Construction Black Solid Oil, Petroleum Distillates (1), (2) Due To Contamination Of
Runoff Before Curing Is Complete
Concrete Bridge Construction White Solid Limestone, Sand Concrete Washout Areas Shall Be
Utilized & Concrete Disposed Of
Properly Once Hardened (2).
Paints Roadway Striping Various Colored Liquids Metal Oxides, Stoddard Solvent,
Talc, Calcium Carbonate,
Arsenic
Care Should Be Taken To Minimize
Overspray (1), (2), (3), (4)
Curing Compounds Site Construction Creamy White Liquid Naphtha (1), (2), (3), (4)
Wastewater From
Constr. Equipment
Washing
Construction Equipment WaterSoil, Oil, Grease, Solids Equipment Washing Shall Be Executed
In A Location Which Does Not Cause
Wastewater To Drain Directly To Storm
Sewers Or Ditches (i.e. Flat Vegetated
Area) (2)
Hydraulic
Oil/Fluids
Construction Equipment, Cars Brown Oily Petroleum
Hydrocarbon
Mineral Oil Storm Structures Incorporate A Hooded
Outlet Preventing Floatables From
Exiting Site, (3), (4)
Gasoline On Site Storage Tanks, Cars,
Construction Equipment, Fueling
Operations
Colorless, Pale Brown Or Pink
Petroleum Hydrocarbon
Benzene, Ethyl Benzene,
Toluene, Xylene, MTBE
Storage Tanks Shall Have Emergency
Storage Capacity Below Tank In Case
Of Rupture, 3'x3'x6" Spill Pans Shall Be
Used During Fueling. (3), (4)
Diesel Fuel On Site Storage Tanks, Cars,
Construction Equipment, Fueling
Operations
Clear, Blue-Green To Yellow
Liquid
Bpetroleum Distillate, Oil And
Grease, Naphthalene, Xylenes
Storage tanks shall have emergency
storage capacity below tank in case of
rupture, 3'x3'x6" spill pans shall be
used during fueling. (3), (4)
KeroseneCleaning Operations, Heaters Pale Yellow Liquid Petroleum
Hydrocarbon
Coal Oil, Petroleum Distillates,
Arsenic, Copper
3'x3'x6" Spill Pans Shall Be Used During
Fueling Operations And Cleaning Of
Equip. To Catch Excess, (1), (2), (3), (4)
Antifreeze CoolantConstruction Equipment, Cars Clear Green/Yellow Liquid Ethylene Glycol, Propylene
Glycol, Heavy Metals (Copper,
Lead, Zinc)
(1), (2), (3), (4)
Soil Erosion Exposed Soil Solid Particles Soil Sediment Erosion Control Measures (This Sht.)
Solid Waste Trash Normal Business Operation Trash, Debris, Refuse Trash, Debris, Refuse Trash Cans Shall Be Utilized On Site
During And After Construction
This Table Was Provided For General Information Only To Supplement Information Used In The Rule 5 Permitting Process. The Contractor Is Responsible For
Material Handling And Spill Mitigation Procedures.
Notes:
1. All Excess Materials Shall Be Collected And Disposed Of In Accordance With All Federal, State And Local Regulations.
2. Material Shall Not Be Applied Immediately Preceding, During Or Following Rainfall (When Applicable).
3. Spillage Should Be Cleaned Immediately By A Trained Individual And Disposed Of Per Note (2).
4. Store In Sealed Containers Appropriate For Specific Use.
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
MRO
JCS
JMT
JCS
TIPPECANOE COUNTY INDIANA
EROSION CONTROL DETAILS
AS NOTED
NA
12 31
6130.9802
1/31/2020
NOTES:
Installation:
Excavate A Cutoff Trench Into The Swale Banks And Extend It A Minimum Of 18 Inches Beyond
The Top Of Bank. Place The Rock In The Cutoff Trench And Channel to The Limits And
Dimensions Shown.
Extend The Rock At Least 18 Inches Beyond The Top Of Bank To Keep Overflow Water From
Undercutting The Dam As It Re-Enters The Channel.
Space Dams So That The Upstream Dam Toe Elevation And The Overflow Weir Of The
Downstream Dam Top Elevation Are The Same.
(A 1% Swale Slope Would Equal 200' Spacing)
Stabilize The Channel Above The Uppermost Dam.
Erosion Resistant Lining Shall Extend At Least 6" Below Lowest Dam.
Maintenance:
Inspect Check Dams And The Channel After Each Storm Event, And Repair Any Damage
Immediately. If Significant Erosion Occurs Between Dams, Install A Riprap Liner In That Portion
Of The Channel.
Remove Sediment Accumulated Behind Each Dam As Needed To Maintain Channel Capacity, To
Allow Drainage Through The Dam, And To Prevent Large Flows From Displacing Sediment.
Add Aggregate To The Dams As Needed To Maintain Design Height And Cross Section.
When The Dams Are No Longer Needed, Remove The Aggregate And Stabilize Channel Using
An Erosion Resistant Lining, If Necessary.
Swale Flowline
Top Of Bank
18"
Flo
w
24"
(M
ax.)
Revetment Riprap
(M
in.)
18"
18" (M
in.)
30" (M
ax.)
5.0' (Max.)
NOTES:
Installation:
Silt Fence Is Not Recommended For Use As A Diversion And Should Not Be Used Across A Stream,
Channel, Ditch, Swale, Or Anywhere That Concentrated Flow Is Anticipated.
Lay Out The Location Of The Fence So That It Is Parallel To The Contour Of The Slope And At Least
10 Feet Beyond The Toe Of The Slope To Provide A Sediment Storage Area. Turn The Ends Of The
Fence Up Slope Such That The Point Of Contact Between The Ground And The Bottom Of The Fence
End Terminates At A Higher Elevation Than The Top Of The Fence At Its Lowest Point
Along The Entire Fence Line, Dig An 8 Inch Deep Flat Bottomed Or V-Shaped Trench. Place Fence
According To Manufacturer's Recommendations.
Maintenance:
Inspect The Silt Fence Weekly And After Each Storm Event.
If Fence Fabric Tears, Starts To Decompose, Or In Any Way Becomes Ineffective, Replace The
Affected Portion Immediately.
Remove Deposited Sediment When It Reaches Half The Height Of The Fence At Its Lowest Point Or
Is Causing The Fabric To Bulge.
Take Care To Avoid Undermining The Fence During Clean Out.
After The Contributing Drainage Area Has Been Stabilized, Remove The Fence And Sediment
Deposits, Bring The Disturbed Area To Grade, And Stabilize.
8" Embedment
(M
in.)
8"
FLOW
4"
Ground Line
Metal, Synthetic,
Or Wood Post
18" (M
in.)
Metal, Synthetic, or Wood Post
Geotextile
INDOT CA No. 5
Aggregate
2:1 Or Flatter
Silt Fence
Metal, Synthetic,
Or Wood Post
ROCK CHECK DAM DETAIL
NOT TO SCALE
SECTION
9"
(M
in.)
SILT FENCE (SEDIMENT FENCE) DETAIL
NOT TO SCALE
UNSUPPORTED SILT FENCE
TRENCH DETAIL
JOINT DETAIL
ELEVATION
2
:
1
End Stone 1' (Min.)
Above Stone Berm
Design Elevation
2'
1'
2'
Flow
Flow
(M
ax.)
3'
Rip Rap
Coarse Aggregate
Rip Rap
Coarse Aggregate
Filter Fabric
NOTES:
Installation:
Excavate Only Deep Enough For Both Filter And Riprap. Compact Any Fill Material To The Density
Of The Surrounding Undisturbed Soil.
Place Geotextile Fabric On The Smoothed Foundation, Overlapping The Edges 12 Inches
Minimum. Secure With Anchor Pins Spaced Every 3 Feet Along The Overlap.
Immediately After Installing The Filter, Place Stone To Dimensions And Grade Shown On The
Erosion Control Plan,
Tie The Stone Berm Into The Culvert Embankment A Minimum Of 1 Foot Above The Design
Elevation of The Stone Berm
Maintenance:
Inspect Culvert Pipe Protection After Each Storm Event, And Repair Any Damage Immediately.
Remove Sediment Accumulated Behind Each Culvert Pipe Protector As Needed To Maintain
Capacity, To Allow Drainage Through The Culvert Pipe Protection, And To Prevent Large Flows
From Displacing Sediment.
Add Rock To The Culvert Pipe Protection As Needed To Maintain Design Height And Cross Section.
When The Culvert Pipe Protection Is No Longer Needed, Remove The Rock And Stabilize Channel
Using An Erosion Resistant Lining, If Necessary.
CULVERT PIPE PROTECTION DETAIL
NOT TO SCALE
PLAN SECTION
1
:
1
2
:
1
Swale Flowline
Geotextile
Compacted
Soil
Geotextile
Fabric
Revetment Riprap
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
P.O.T. Sta. 10+00.00 "PR-A"
P.O.T. Sta. 25+92.49 "A"
P.C. Sta. 13+57.81 "PR-A"
P.T. Sta. 18+48.72 "PR-A"
25+
92
10+
00
11+
00
12+
00
13+
00
14+
00
15+
00
16+
00
17+
00
18+
00
19+
00
21+
00
22+
00
23+
00
24+
00
25+
00
>
>
>
>
>
>
>
>
48
48
48
47
47
47
47
47
47
1
1
'
1
1
'
1
1
'
1
1
'
1
1
'
1
1
'
BEGIN PROJECT
P.O.T. Sta. 12+00.00 "PR-A"
END PROJECT
P.O.T. Sta. 22+00.00 "A"
panelStyle:warning.ssipanelName:W1-2RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:BIKE.:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48 constructPanelMode:0constructPanels:36|24|18
panelStyle:warning.ssipanelName:W1-2RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:BIKE.:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48constructPanelMode:0constructPanels:36|24|18
panelStyle:warning.ssipanelName:W13-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:18x18,SPCL.:24x24 constructPanelMode:0constructPanels:36|24|18
panelStyle:warning.ssipanelName:W13-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:18x18,SPCL.:24x24constructPanelMode:0constructPanels:36|24|18
W1-2R
W13-1P
+
5
0
W1-2L
W13-1P
+
5
0
LIN
E "PR-A"
P.O.T. Sta. 19+24.84 "PR-A" (Back)=
P.T. Sta. 20+27.75 "A"(Ahead)
L
I
N
E
"
A
"
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
PAVEMENT MARKINGS & SIGNAGE
1"=50'
NA
13 31
6130.9802
1/31/2020Line, Paint, Solid, White, 4"47
Line, Paint, Solid, Yellow, 4"48
LEGEND
Ground Mounted, Sheet Sign
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
JMT
JCS
TIPPECANOE COUNTY INDIANA
MISCELLANEOUS TABLES
N/A
NA
14 31
6130.9802
1/31/2020
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
JCS
CWW
JMT
JCS
TIPPECANOE COUNTY INDIANA
APPROACH TABLE
N/A
NA
15 31
6130.9802
1/31/2020
PROFESLANOIS ENG
INEE
R11100651No.
INDIANA
STATE OF
REG SI TERED TEE
HSYLR
J
CA
SOANNA
12+00
550
555
560
565
570
550
555
560
565
570
R/W R/W
P.G
. 557.00
P.G
. 557.00
11+50
550
555
560
565
570
550
555
560
565
570
Cut Area (Sq.
Ft.)
0
Cut Vol
(Cys.)
0
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
Cut Area (Sq.
Ft.)
53
Cut Vol
(Cys.)
49
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
3
:
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
16 31
6130.9802
BEGIN PROJECT
STA. 12+00 "PR-A"
12+50
545
550
555
560
565
570
545
550
555
560
565
570
13+00
545
550
555
560
565
570
545
550
555
560
565
570
R/W
R/W
P.G
. 555.56
P.G
. 555.56
R/W
R/W
P.G
. 554.41
P.G
. 554.41
Cut Area (Sq.
Ft.)
150
Cut Vol
(Cys.)
188
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
Cut Area (Sq.
Ft.)
197
Cut Vol
(Cys.)
321
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
3
.
0
0
:
1
3
:
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
17 31
6130.9802
13+50
545
550
555
560
565
570
545
550
555
560
565
570
13+75
545
550
555
560
565
570
545
550
555
560
565
570
R/W
R/W
P.G
. 553.81
P.G
. 553.81
R/W
R/W
P.G
. 553.72
P.G
. 553.72
Cut Area (Sq.
Ft.)
194
Cut Vol
(Cys.)
362
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
Cut Area (Sq.
Ft.)
157
Cut Vol
(Cys.)
163
Fill Area (Sq.
Ft.)
1
Fill Vol (Cys.)
0
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
18 31
6130.9802
14+00
545
550
555
560
565
570
545
550
555
560
565
570
14+25
545
550
555
560
565
570
545
550
555
560
565
570
R/W
R/W
P.G
. 553.77
P.G
. 553.77
R/W
R/W
P.G
. 553.96
P.G
. 553.96
Cut Area (Sq.
Ft.)
130
Cut Vol
(Cys.)
133
Fill Area (Sq.
Ft.)
2
Fill Vol (Cys.)
1
Cut Area (Sq.
Ft.)
107
Cut Vol
(Cys.)
110
Fill Area (Sq.
Ft.)
3
Fill Vol (Cys.)
3
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
19 31
6130.9802
14+50
545
550
555
560
565
570
545
550
555
560
565
570
14+75
545
550
555
560
565
570
545
550
555
560
565
570
R/W
R/W
P.G
. 554.29
P.G
. 554.29
R/W
R/W
P.G
. 554.69
P.G
. 554.69
Cut Area (Sq.
Ft.)
69
Cut Vol
(Cys.)
81
Fill Area (Sq.
Ft.)
16
Fill Vol (Cys.)
9
Cut Area (Sq.
Ft.)
56
Cut Vol
(Cys.)
58
Fill Area (Sq.
Ft.)
38
Fill Vol (Cys.)
25
2
.
7
5
:
1
2
.
7
5
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
20 31
6130.9802
15+00
545
550
555
560
565
545
550
555
560
565
15+25
545
550
555
560
565
545
550
555
560
565
R/W
R/W
P.G
. 555.09
P.G
. 555.09
R/W
R/W
P.G
. 555.49
P.G
. 555.49
Cut Area (Sq.
Ft.)
69
Cut Vol
(Cys.)
58
Fill Area (Sq.
Ft.)
62
Fill Vol (Cys.)
46
Cut Area (Sq.
Ft.)
85
Cut Vol
(Cys.)
71
Fill Area (Sq.
Ft.)
94
Fill Vol (Cys.)
72
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
21 31
6130.9802
15+50
545
550
555
560
565
545
550
555
560
565
15+75
545
550
555
560
565
545
550
555
560
565
R/W
P.G
. 555.89
P.G
. 555.89
R/W
P.G
. 556.29
P.G
. 556.29
Cut Area (Sq.
Ft.)
138
Cut Vol
(Cys.)
104
Fill Area (Sq.
Ft.)
107
Fill Vol (Cys.)
93
Cut Area (Sq.
Ft.)
194
Cut Vol
(Cys.)
154
Fill Area (Sq.
Ft.)
99
Fill Vol (Cys.)
95
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
22 31
6130.9802
15+89
545
550
555
560
565
545
550
555
560
565
16+25
545
550
555
560
565
570
545
550
555
560
565
570
R/W
P.G
. 557.09
P.G
. 557.09
Cut Area (Sq.
Ft.)
221
Cut Vol
(Cys.)
108
Fill Area (Sq.
Ft.)
85
Fill Vol (Cys.)
48
Cut Area (Sq.
Ft.)
249
Cut Vol
(Cys.)
313
Fill Area (Sq.
Ft.)
73
Fill Vol (Cys.)
105
Structure No. 10
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
23 31
6130.9802
16+50
545
550
555
560
565
570
545
550
555
560
565
570
16+75
545
550
555
560
565
570
545
550
555
560
565
570
R/W
P.G
. 557.49
P.G
. 557.49
R/W
P.G
. 557.94
P.G
. 557.94
Cut Area (Sq.
Ft.)
273
Cut Vol
(Cys.)
242
Fill Area (Sq.
Ft.)
95
Fill Vol (Cys.)
78
Cut Area (Sq.
Ft.)
289
Cut Vol
(Cys.)
260
Fill Area (Sq.
Ft.)
96
Fill Vol (Cys.)
89
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
24 31
6130.9802
17+00
545
550
555
560
565
570
545
550
555
560
565
570
17+25
545
550
555
560
565
570
545
550
555
560
565
570
R/W
P.G
. 558.48
P.G
. 558.48
R/W
R/W
P.G
. 559.12
P.G
. 559.12
Cut Area (Sq.
Ft.)
267
Cut Vol
(Cys.)
258
Fill Area (Sq.
Ft.)
85
Fill Vol (Cys.)
84
Cut Area (Sq.
Ft.)
208
Cut Vol
(Cys.)
220
Fill Area (Sq.
Ft.)
65
Fill Vol (Cys.)
69
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
25 31
6130.9802
17+50
550
555
560
565
570
550
555
560
565
570
17+75
550
555
560
565
570
550
555
560
565
570
R/W
R/W
P.G
. 559.86
P.G
. 559.86
R/W
R/W
P.G
. 560.70
P.G
. 560.70
Cut Area (Sq.
Ft.)
133
Cut Vol
(Cys.)
158
Fill Area (Sq.
Ft.)
39
Fill Vol (Cys.)
48
Cut Area (Sq.
Ft.)
88
Cut Vol
(Cys.)
102
Fill Area (Sq.
Ft.)
18
Fill Vol (Cys.)
26
3
.
0
0
:
1
3
.
0
0
:
1
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
26 31
6130.9802
18+00
550
555
560
565
570
575
550
555
560
565
570
575
18+25
550
555
560
565
570
575
550
555
560
565
570
575
R/W
R/W
P.G
. 561.63
P.G
. 561.63
R/W
R/W
P.G
. 562.66
P.G
. 562.66
Cut Area (Sq.
Ft.)
25
Cut Vol
(Cys.)
52
Fill Area (Sq.
Ft.)
7
Fill Vol (Cys.)
11
Cut Area (Sq.
Ft.)
30
Cut Vol
(Cys.)
25
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
3
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
27 31
6130.9802
18+50
550
555
560
565
570
575
550
555
560
565
570
575
19+00
550
555
560
565
570
575
550
555
560
565
570
575
R/W
R/W
P.G
. 563.78
P.G
. 563.78
R/W
R/W
P.G
. 566.12
P.G
. 566.12
Cut Area (Sq.
Ft.)
28
Cut Vol
(Cys.)
27
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
Cut Area (Sq.
Ft.)
30
Cut Vol
(Cys.)
54
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
28 31
6130.9802
20+50
555
560
565
570
575
555
560
565
570
575
R/W
R/W
P.G
. 568.33
P.G
. 568.33
20+75
555
560
565
570
575
555
560
565
570
575
R/W
R/W
P.G
. 569.50
P.G
. 569.50
Cut Area (Sq.
Ft.)
36
Cut Vol
(Cys.)
58
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
Cut Area (Sq.
Ft.)
36
Cut Vol
(Cys.)
34
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
-5.2
0%
13' Cl. V Drive Req'd. @ Sta. 20+74 "A"
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
29 31
6130.9802
21+00
555
560
565
570
575
580
555
560
565
570
575
580
21+50
555
560
565
570
575
580
555
560
565
570
575
580
R/W
R/W
P.G
. 570.68
P.G
. 570.68
R/W
R/W
P.G
. 573.02
P.G
. 573.02
Cut Area (Sq.
Ft.)
39
Cut Vol
(Cys.)
35
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
Cut Area (Sq.
Ft.)
41
Cut Vol
(Cys.)
74
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
30 31
6130.9802
22+00
555
560
565
570
575
580
585
555
560
565
570
575
580
585
R/W R/W
P.G
. 575.36
P.G
. 575.36
22+50
560
565
570
575
580
585
560
565
570
575
580
585
Cut Area (Sq.
Ft.)
40
Cut Vol
(Cys.)
75
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
Cut Area (Sq.
Ft.)
0
Cut Vol
(Cys.)
37
Fill Area (Sq.
Ft.)
0
Fill Vol (Cys.)
0
CHECKED:CHECKED:
DESIGNED: DRAWN:
0
SCALE: 1" = 5'
CROSS SECTIONS
CUT FILL
℄
0
6070
5040302010 60 7050 40 30 20 106070
50403020100 60 7050 40 30 20 10
CROSS SECTIONS
C I V I L E N G I N E E R S
Butler FairmanSeufertCONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
1" = 5'
1" = 5'
LINE "PR-A"
JCS
CWW
BKM
JCS
TIPPECANOE COUNTY INDIANA
C.R. 200 N
31 31
6130.9802
END PROJECT
STA. 22+00 "A"