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SHEETS
1
VS ENGINEERING, INC. TEL: (765) 742-0295
E-MAIL: vsengineering.com
PHONE NUMBER
CERTIFIED BY:
PREPARED BY:
PLANS
BRIDGE
2021 TC CULVERT REPLMTS.
DATE
DES. NO. 2100514
RAN009: CO. RD. 800S OVER TRIBUTARY TO LITTLE WEA CREEK
SHF508: STOCKWELL RD. OVER TRIBUTARY TO LAURAMIE CREEK
WEA204: CO. RD. 450E OVER ILGENFRITZ BRANCH
TIPPECANOE COUNTYBOARD OF COMMISSIONERS
BOB PLANTENGA , COUNTY AUDITOR
STEWART W. KLINE, P.E., EXECUTIVE DIRECTORHIGHWAY DEPARTMENT
7/2/2021
R. 3 W.
SUBJECTSHEET NO.
1
27
PROJECT LOCATION
0 .5 1 Mi.5
THOMAS P. MURTAUGH, PRESIDENTDAVID S. BYERS, VICE PRESIDENTTRACY A. BROWN, MEMBER
T. 22 N
.
T. 21 N
.
R. 4 W.
NORTH
COORDINATES
EAST
CULVERT
NO.
1,841,028.25SHF508 3,041,065.08
1,840,495.90RAN009 2,995,647.06
1,856,269.14WEA204 3,026,479.38
2021 TIPPECANOE COUNTY
CULVERT REPLACEMENT CONTRACT
VERTICAL AND HORIZONTAL CONTROL SHALL BE AS SET OUT HEREIN.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY AND
COORDINATE ALL WORK WITH ALL INVOLVED UTILITIES.
INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED
2020 TO BE USED WITH THESE PLANS.
LOCATION MAP
TIPPECANOE COUNTY
GENERAL NOTES
TITLE, INDEX, AND LOCATION MAP
JOSEPH D. CLARK INDIANA REG. NO. 9700113
T. 23 N
.
T. 22 N
.
2
TYPICAL PUMP-AROUND DETAILS & GENERAL NOTES
3
RAN009 TYPICAL CROSS-SECTIONS
4
RAN009 MAINTENANCE OF TRAFFIC
5
RAN009 LAYOUT SHEET
6
RAN009 GENERAL PLAN
11
SHF508 TYPICAL CROSS-SECTIONS
12
SHF508 MAINTENANCE OF TRAFFIC
13
SHF508 LAYOUT SHEET
14
SHF508 GENERAL PLAN
19
WEA204 TYPICAL CROSS-SECTIONS
20
WEA204 MAINTENANCE OF TRAFFIC
21
WEA204 LAYOUT SHEET
22
WEA204 GENERAL PLAN
8-10
RAN009 CROSS-SECTIONS
16-18
SHF508 CROSS-SECTIONS
24-26
WEA204 CROSS-SECTIONS
23
WEA204 WINGWALL DETAILS
27
SUMMARY SHEET
300W
200W
200E
300E
400E
100W
MERID
IAN
RD
.
100E
500E
600E
700E
800E
900E
1000E
EAST CO
. LIN
E RD
.
1200S
1100S
1000S
900S
800S
700S
600S
500S
400S
300S
200S
100S
7
RAN009 WINGWALL DETAILS
15
SHF508 WINGWALL DETAILS
Latitude
LOCATION
Longitude
CULVERT
NO.
40°-18'-08.7"SHF508 86°-46'-00"
40°-18'-04.6"RAN009 86°-55'-46.1"
40°-20'-39.7"WEA204 86°-49'-07.7"
GENERAL NOTES
· All Existing Signage Shall be Re-set As Directed by the Engineer.
· No Materials beyond Plan Quantities Shall be Used Without Prior Written Authorization
From the County.
PLAN PUMP-AROUND DISCHARGE PAD DETAIL
Min. 8' x 10' Discharge Pad:
12" Revetment Riprap (5 Tons)
on Temporary Geotextiles (9 Sys)
Filter Bag or other
Approved Device
Temporary Filter Sock
(26 Lft.)
P
P
Discharge
Pad
Stream Diversion Pump
Dewatering Pump
Discharge Hoses
Intake Hose
Flow
Sump Hole or Pool (12"
to 18" Deep, 2' Dia.)
Clean Water Dike
Work Area
Intake Hose
Sediment Dike
Flow
Filter Bag or other
Approved Dewatering
Device (Note 1)
PLAN - PUMPAROUND
N.T.S.
Impervious Sheeting
Base Flow + 1 Foot
(2 Foot Minimum)
Sand Bags
WORK AREA
N.T.S.
DIKE CROSS SECTION
Flow
NOTES
See Special Provisions for additional dewatering and
pump-around requirements.
The individual components associated with the pump-around are
not separate pay items.
Note 1:
Locate such that flow enters waterway downstream of
sediment dike and such that flow first passes through
other control measures.
PUMP-AROUND DETAILS
N.T.S.
JDC RWM
MWP JDC
AS SHOWN
NONE
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
2
27
TYPICAL PUMP-AROUND DETAILS
& GENERAL NOTES
9700113
No.
STATE OF
.
7/2/21
FULL DEPTH SECTION (RAN009)
E
K
E
10'-6" 10'-6"6'-6" 6'-6"
21'-0"
℄ Roadway &
Line "A"
2% Slope2% Slope
Profile Grade
8%
Slo
pe
2
:
1
2
:
1
(
1
.
5
:
1
M
a
x
.
)
Scale:
1
4
" = 1'-0"
Sta. 12+43 To 12+93 Line "A"
8%
Slo
pe
2'-0"2'-0"4'-6"4'-6"
TYPICAL OVERLAY SECTION (RAN009)
E
R
E
10'-6" 10'-6"6'-6" 6'-6"
21'-0"
℄ Roadway &
Line "A"
2% Slope2% Slope
Profile Grade
8%
Slo
pe
2
:
1
2
:
1
(
1
.
5
:
1
M
a
x
.
)
Scale:
1
4
" = 1'-0"
Sta. 10+50 To 12+43 Line "A"
Sta. 12+93 To 15+00 Line "A"
8%
Slo
pe
2'-0"2'-0"4'-6"4'-6"
T
T
Alignment=Line A
Station=15+44.75
Offset=0.000
Northing=155016.0998
Easting=779444.7473
SL-1
SL-2
SL-3
SL-4
SL-5
SL-14
SL-6
SL-7
SL-8
SL-9
SL-10
SL-12
12
+0
0
13
+0
0
14
+0
0
15
+0
0
11
+0
0
T
R
I
B
.
T
O
L
I
T
T
L
E
W
E
A
C
R
E
E
K
℄ Line "A"
Proposed Structure (RAN009)
CR 800 S
Flow
12+68
Line "A"
GUARDRAIL LAYOUT
Scale: 1" = 20'-0"
26 Spa. @ 6'-3" = 162'-6" W-Beam Guardrail
50'-0" GRET OS 50'-0" GRET OS
11+
65.00
12+
15.00
13+
77.50
14+
27.50
50'-0" GRET OS
11+
08.50
11+
58.50
50'-0" GRET OS
13+
21.00
13+
71.00
26 Spa. @ 6'-3" = 162'-6" W-Beam Guardrail
Note: Use 6' Posts over Box Culvert
10'-0"
(Typ.)
1
0
:1
(T
yp
.)
T
4'-6
"1
0'-6
"1
0'-6
"4
'-6
"
KR R
10+
50
12+
43
12+
93
15+
00
K
LEGEND
NOTES
220#/SYD. HMA Surface Type B on
440#/SYD. HMA Intermediate Type B on
6" Compacted Aggregate Base, No. 53
JDC RWM
MWP JDC
AS SHOWN
NONE
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
3
27
Slopes Steeper Than 3:1 to Receive Soil Capping and
Erosion Control Blankets. See Special Provisions.
R165#/Syd. HMA Surface Type B on
1
1
2
" HMA Surface Milling
TYPICAL SECTIONS &
GUARDRAIL PLAN (RAN009)
9700113
No.
STATE OF
.
7/2/21
EEarth
UTILITY INFORMATION
Power - TIPMONT REMC
Joe Kline
765-426-6170
E-Mail: [email protected]
Phone - TDS TELECOM
US 231
100 EAST
1000 SOUTH
RO
AD
400 W
EST
800 SOUTH
RO
AD
125 W
EST
100 W
EST
ST RD 28
800 SOUTH
US 231
200 W
EST
925 SOUTH
A
R11-2
A
C
RMA-5
F
RMA-1
F
RMA-4
F
XW20-3
D
RMA-3
F
XW20-3
D
FRMA-7
F
RMA-2
(1 MILE)
C
R11-3
DETOUR
XM4-10R
C
B
(3/4 MILE)
R11-3
B
DETOUR
XM4-10L
150 W
EST
950 SOUTH
CULVERT RAN009
B
B
F
RMA-5
RMA-4
F
RMA-6
F
E
E
ST RD 28
RO
AD
400 W
EST
RMA-5
F
RMA-5
F
RMA-6
F
(2 3/4 MILE)
C
R11-3
B
B
RMA-8
F
FRMA-6
B
B
C
(1 1/2 MILE)
R11-3
RMA-6
F
RMA-5
F
RMA-6
F
RMA-5
F
RMA-6
F
RMA-1
F
CONSTRUCTION SIGN TYPE A
ROAD CLOSURE SIGN ASSEMBLY
STANDARD BARRICADE TYPE III-B
STANDARD BARRICADE TYPE III-A
D
C
A
B
LEGEND
XW20-3
R11-3
R11-2
SIGN SCHEDULE
ROAD CLOSED AHEAD
SIGN DESCRIPTION
ROAD CLOSED LOCAL TRAFFIC ONLY
ROAD CLOSED
TYPE "A"
TYPE "B"
TYPE "B"
SIZE
(60"x60")
12' PANEL
12' PANEL
(60"x30")
(48"x30")
SIGN
CODE
WARNING
LIGHTS
STANDARD BARRICADE TYPE III-B
STANDARD BARRICADE TYPE III-A
TYPE "B"
(60"x30")
ROAD CLOSED ON OR AFTERDETAIL "A"
SPECIAL SIGN ASSEMBLY (DETAIL "A")
E
E
DETAIL "A"
PRE-CLOSURE WARNING SIGN
ROAD CLOSED
ON OR AFTER
X/XX/21
* *
NOT TO SCALE
NOTES
PRE-CLOSURE WARNING SIGNS SHALL HAVE BLACK ALPHA
NUMERICAL CHARACTERS (6-SERIES C) ON AN ORANGE
BACKGROUND.
JDC RWM
MWP JDC
AS SHOWN
NONE
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
2021 TC CULVERT REPLMTS.
4
27
MAINTENANCE OF TRAFFIC
(RAN009)
7/2/21
SCALE IN MILES
.25 .50 1.750
MAINTENANCE OF TRAFFIC
RMA-2 RMA-4
DETOUR DETOUR
(1 Total)
(2 Total)
800S
CR
800S
CR
EASTWEST
RMA-1
DETOUR
(2 Total)
800S
CR
WEST
RMA-3
DETOUR
(1 Total)
800S
CR
EAST
RMA-5
DETOUR
(6 Total)
800S
CR
EAST
RMA-6
DETOUR
(6 Total)
800S
CR
WEST
RMA-7
DETOUR
(1 Total)
EAST
END
RMA-8
DETOUR
(1 Total)
WEST
END
K
T
T
(66" CM
P)
XX
X XX
XX
XX
XX
XX
XX
XX
X X XX X
X X X X X X
X
X
T T T T T T T TT T T T T T T T T T T
T T TT
TT
TT T
T
T
T
T
T
TTTTTTT
TT
TT
TTT
TTT
T
T
T
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
N 89°50'51" E
12
+0
0
13
+0
0
14
+0
0
15
+0
0
11
+0
0
T
R
I
B
.
T
O
L
I
T
T
L
E
W
E
A
C
R
E
E
K
PLAN
Scale: 1" = 20'-0"
℄ Line "A"
Proposed Structure (RAN009)
52 Lft. 10' x 7' Precast Reinforced
Concrete Box Culvert w/Precast
Headwalls & Wingwalls Req'd.
CR 800 S
Apparent 30' R/W
Apparent 30' R/W
Apparent 30' R/W
Apparent 30' R/W
Existing CMP Pipe
(To Be Removed)
Flow
ERDIE, BEVERLY R.
TAYLOR, KENT A. & KANDACE M.EVANS, DAVID O.& MICHELLE A.
SECTION 1, T-21-N, R-5-W,
RANDOLPH TWP, TIPPECANOE CO.
SECTION 36, T-22-N, R-5-W,
UNION TWP, TIPPECANOE CO.
Apparent P
/L
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
196' Exist. Guardrail
176' Exist. Guardrail
TBM
2
on Exist. Pwp
Exist. Utility Pole
w/Telephone Ped.
Exist. Utility Pole
w/Telephone Ped.
TBM
1
on Exist. Pwp
Exist. Gas Meter
Large Rock
12+68,
Line "A"
No Skew
R R
62 Tons 2'-0" Deep Class I Riprap on
118 Sys. Geotextiles Type 2B
12 Tons 1'-0" Deep Revetment Riprap on
42 Sys. Geotextiles Type 2B
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Begin Project
Sta. 10+50
End Project
Sta. 15+00
Full Depth Sawcut
Full Depth Sawcut
705.46
704.59
704.27
704.27
703.89
704.15
704.15
705.43
707.45
Existing Road Profile
Proposed Road Profile
PROJECT LIMITS
12+
43
703.68
703.68
703.62
-0.7%
0.94%
Full Depth HMA Limits
15+
00
10+
50
Mill & Overlay Limits
Exist. 108" Span x 67" Pipe Arch
Inlet El. 691.34
Outlet EL. 690.98
703.89
703.62
705.43
707.10
Prop. 10' Span x 7' R.C. Box Culvert
Inlet El. 691.06
Outlet EL. 690.75
12+
93
704.59
705.46
707.10
707.45
-0.6%
Begin Project
End Project
Mill & Overlay Limits
Existing Culvert (RAN009)
6.8' Cover
Not to Scale
Profile Grade
Exist. Structure
108" Span x 67" Rise
PROFILE
SCALE: 1"=20' HORIZ.
1"=10' VERT.
STREAM PROFILE
FLO
W
EXist. Profile
DOWNSTREAM
UPSTREAM
Line "A"
50+00
695
690
PRECAST CONCRETE BOX CULVERT
10'-0" SPAN, 7'-0" RISE; 0° SKEW
ON CR 800S OVER TRIBUTARY TO LITTLE WEA CREEK
TIPPECANOE COUNTY
BENCH MARK DATA
12+00 13+00
720
14+00
685
695
690
685
51+00 52+00
691.0
688.6
688.3
690.4
T.B.M. 1 - EL. 701.98
Railroad Spike Set 1 Foot above Grade on the North Side of Pwp (#TL3-79-4)
776' East of the Intersection of 800 South and 150 West. Sta. 11+51.9, 31.6' Rt. "A"
NOTE: Horizontal Control was Based on NAD 83 (1986) & Vertical Control was
Based on (NAVD88).
710
700 700
710
720
JDC RWM
MWP JDC
1" = 20'-0"
1" = 10'-0"
LAYOUT SHEET (RAN009)
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
5
27
LINEAR GRADING
STA. 10+50 TO 15+00 = 450 LFT.
7/2/21
11+00
Existing
Profile Elev.
Proposed
Profile Elev.
Existing
Profile Elev.
Proposed
Profile Elev.
690 690
9700113
No.
STATE OF
.
15+00
Control Point 106
Sta. 12+41.47; 13.15' Lt. "A"
Rebar Set
N 155028.4421
E 779141.4340
Elev. 703.68
Control Point 105
Sta. 11+98.49; 21.03' Rt. "A"
Rebar Set
N 154994.1458
E 779098.5454
Elev. 701.87
T.B.M. 2 - EL. 700.76
Railroad Spike Set 1 Foot above Grade on the North Side of Pwp (#TL3-79-5)
990' East of the Intersection of 800 South and 150 West. Sta. 13+66.3, 29.6' Rt. "A"
Control Point 107
Sta. 13+76.71; 13.38' Lt. "A"
Rebar Set
N 155029.0322
E 779276.6821
Elev. 703.33
700
700
705705
691.3
Inlet El. 691.34
Outet El. 690.98
F/L El. 692.4
F/L El. 688.3
Exist. Culvert
Drainage Area = 0.47 Sq. Mi.
Q
100
Discharge = 483 Cfs
Q
100
Elevation = 695.15 Ft.
Ordinary High Water Elevation = 694.00 Ft.
Proposed Culvert
Opening Below Q
100
El. = 39.1 Sft.
Q
100
Backwater = 2.55 Ft.
Q
25
Velocity = 8.57 fps
Existing Culvert
Opening Below Q
100
El. = 31.0 Sft.
Q
100
Backwater = 6.88 Ft.
Q
25
Velocity = 11.46 fps
HYDRAULIC DATA
P.O.T.
Sta. 10+00; "A"
Paper Point
N 155014.6486
E 778900.0035
P.O.T.
Sta. 15+00; "A"
Paper Point
N 155015.9806
E 779400.0017
2'-0" Deep Class 1
Riprap on Geotextiles
Type 2B
1'-0" Deep Revetment
Riprap on Geotextiles
Type 2B
PROPOSED SECTION (RAN009)
E
K
E
10'-6"10'-6"4'-6"
4'-6"
21'-0"
℄ Roadway &
Line "A"
2% Slope2% Slope
Profile Grade
El. 703.76
8%
Slo
pe
2
:
1
Scale:
1
4
" = 1'-0"
8%
Slo
pe
K
LEGEND
220#/SYD. HMA Surface Type B on
440#/SYD. HMA Intermediate Type B on
6" Compacted Aggregate Base, No. 53
E
Earth
Reconstruct Existing Flowline w/Natural
Materials Throughout Structure
(El. 690.98)
(El. 691.34)
Inv. El. 690.81
Inv. El. 690.50
-0.60%
El. 699.64
El. 699.33
2
:
1
9'-0"2'-0"
2'-0"
6" SU
MP
R
165#/SYD. HMA Surface Type B on
1
1
2
" Surface Milling
6' Post over Culvert
2'-0"
(Typ.)
1'-0"
(Typ.)
1'-6"
10"
4
1
4
1
Structure Backfill
Type 2
Profile Grade
CULVERT ELEVATION
Scale:
3
8
" = 1'-0"
OHW EL.694.00
K
Q
100
EL. 695.15
Remove Soils & Replace
w/1'-0" #8 CAB
U/S El. 691.31
D/S El. 691.00
10"
7'-0"
10'-0"
Varies 5'-0" to 5'-3"
U/S Inv. El. 690.81
D/S Inv. El. 690.50
6" Sum
p
3'-0"
5
:
1
(
T
y
p
.
)
Reconstruct Existing Flowline
w/Natural Materials Throughout
Structure ( Estimated 17 cys.)
CULVERT PLAN
Scale: 1" = 20'-0"
℄ Line "A"
Proposed Structure (RAN009)
52 Lft. 10' x 7' Precast Reinforced
Concrete Box Culvert w/Precast
Headwall & Wingwalls Req'd.
CR 800 S
Apparent 30' R/W
Apparent 30' R/W
Apparent 30' R/W
Apparent 30' R/W
Existing CMP Pipe
(To Be Removed)
Flow
ERDIE, BEVERLY R.
TAYLOR, KENT A. & KANDACE M.EVANS, DAVID O.& MICHELLE A.
SECTION 1, T-21-N, R-5-W,
RANDOLPH TWP, TIPPECANOE CO.
SECTION 36, T-22-N, R-5-W,
UNION TWP, TIPPECANOE CO.
X
XX
XX
XX
X
X
X
X
X
X
X
XX
X
X
X
XX
X
X
X
XX
X
X
X
X
X
X
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
X
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUOHU
OHU
OHUOHU
OHU
OHUOHU
OHU
OHUOHU
OHUOHU
OHU
OHU
OHU
OHU
OHU
T
R
I
B
.
T
O
L
I
T
T
L
E
W
E
A
C
R
E
E
K
11+
00
12+
00
14+
00
13+
00
15+
00
12+68, Line "A"
No Skew
12+
43
K
RR
Wing "B"Wing "A"
Wing "D"Wing "C"
12+
93
LOCATION
CR 800 S over Tributary to
Little Wea Creek
JDC RWM
MWP JDC
AS SHOWN
NONE
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
6
27
GENERAL PLAN (RAN009)
9700113
No.
STATE OF
.
7/2/21
5'-0" (Typ.)
2
:
1
E
8%
Slo
pe
Structure Backfill
Type 2
TYPICAL SECTION THRU BACKFILL
Scale:
1
2
" = 1'-0"
16'-0"
8'-10"
2'-0"
4'-0"
2'-0"
8'-10"
1'-6"
1'-0"
1'-6"
1
1
220#/Sys HMA Surface Type B on
440#/Sys HMA Intermediate Type B on
6" Compacted Aggregate Base, #53
K
E6" Earth
Wingwall
WINGWALL ELEVATION
Scale:
3
8
" = 1'-0"
Remove Soils & Replace
w/4" #8 C.A.B.
WING "A","B","C", & "D"
2'-0"
Revetment Riprap
on Geotextiles Type
2B Req'd.
1'-6"
JDC RWM
MWP JDC
AS SHOWN
AS SHOWN
(RAN009)
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
7
27
7-2-21
21-4461
TC 2021 CULVERT REPLMTS.
E
6
"
K
1
2
"
Legend
WINGWALL DETAILS
U.S. El. 688.81
D.S. El. 688.50
U.S. El. 690.81
D.S. El. 690.50
U.S. El. 699.64
D.S. El. 699.33
0
80 70 60
80 70 60
50 40 30 20 10 10 20 30 40 50 60 70 80
70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 10+00 TO 11+50
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
8 27
TC 2021 CULVERT REPLMTS.
10
50
+
11
00
+
11
50
+
10
00
+
710
705
700
0
50 40 30 20 10 10 20 30 40 50
709.46
60
App. R/W
App. R/W
Line "A"
707.10
App. R/W
App. R/W
Line "A"
705.46
App. R/W
App. R/W
Line "A"
704.59
App. R/W
App. R/W
Line "A"
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 0.0 Sft.
Vf = 0 Cys.
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 9.8 Sft.
Vf = 9 Cys.
A
benching
= 16.9 Sft.
V
benching
= 16 Cys.
710
705
700
710
705
700
745
740
735
+48.3 Utiilty
Pole
Fenceline
Fenceline
Fenceline
Fenceline
2
:
1
2
:
1
Begin Project
Sta. 10+50
A
benching
= 0.0 Sft.
V
benching
= 0 Cys.
2
:
1
+51.9 PWP
TBM #1
TELEPH
ON
E
FIBER O
PTIC
- Indicates Existing Telephone
- Indicates Existing Fiber Optic
+xx PWP
- Indicates Existing Power Pole
UTILITY LEGEND
(Applies to all Sheets)
GAS
- Indicates Existing Gas line
NOTE: Actual Depths of Buried
Utilities are Unknown.
0
0
80 70 60
80 70 60
50 40 30 20 10
50 40 30 20 10
10 20 30 40 50
10 20 30 40 50
60 70 80
60 70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 12+00 TO 13+00
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
9 27
12
00
+
12
50
+
12
67.7
+
13
00
+
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 7.9 Sft.
Vf = 16 Cys.
A
benching
= 19.8 Sft.
V
benching
= 34 Cys.
704.27
Line "A"
703.89
Line "A"
Line "A"
Ac = 22.2 Sft.
Vc = 18 Cys.
Af = 4.4 Sft.
Vf = 4 Cys.
703.62
Line "A"
A
benching
= 18.5 Sft.
V
benching
= 15 Cys.
703.76
CULVERT SECTION
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
TC 2021 CULVERT REPLMTS.
705
700
705
700
700
695
700
695
695
695
App. R/W
App. R/W
705
705
Ac = 22.4 Sft.
Vc = 0 Cys.
Af = 3.8 Sft.
Vf = 11 Cys.
A
benching
= 18.2 Sft.
V
benching
= 35 Cys.
2% Slope
2% Slope
8%
Slo
pe
2
:
1
2
:
1
8%
Slo
pe
Existing
Culvert
Proposed
Culvert
Flow
Fenceline
Fenceline
Fenceline
Fenceline
Ac = 22.4 Sft.
Vc = 7 Cys.
Af = 3.8 Sft.
Vf = 1 Cys.
A
benching
= 18.2 Sft.
V
benching
= 5 Cys.
VERTICAL SECTION
Sta 12+57
Ac = 22.2 Sft.
Vc = 0 Cys.
Af = 4.4 Sft.
Vf = 0 Cys.
A
benching
= 18.5 Sft.
V
benching
= 0 Cys.
VERTICAL SECTION
Sta 12+79
2
:
1
2
:
1
2
:
1
2
:
1
690
2
:
1
Fenceline
Fenceline
Fenceline
0
0
80 70 60
80 70 60
50 40 30 20 10
50 40 30 20 10
10 20 30 40 50
10 20 30 40 50
60 70 80
60 70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 13+50 TO 15+00
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
10 27
13
50
+
14
00
+
Ac = 0.0 Sft.
Vc = 20 Cys.
Af = 7.1 Sft.
Vf = 11 Cys.
703.68
Line "A"
A
benching
= 0.0 Sft.
V
benching
= 17 Cys.
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 6.7 Sft.
Vf = 13 Cys.
704.15
Line "A"
A
benching
= 13.6 Sft.
V
benching
= 12 Cys.
TC 2021 CULVERT REPLMTS.
705
700
App. R/W
App. R/W
705
700
695
App. R/W
App. R/W
695
14
50
+
705
700
695
Ac = 0.0 Sft.
Vc = 0 Cys.
Af =0.0 Sft.
Vf = 6 Cys.
705.43
Line "A"
A
benching
= 0.0 Sft.
V
benching
= 12 Cys.
App. R/W
App. R/W
15
00
+
710
705
700
707.45
Line "A"
App. R/W
App. R/W
Fenceline
Fenceline
Fenceline
Fenceline
Fenceline
2
:
1
2
:
1
End Project
Sta. 15+00
+66.3 PWP
TBM #2
+70.5 Utiilty
Pole
FULL DEPTH SECTION (SHF508)
E
K
E
10'-6" 10'-6"5'-0" 5'-0"
21'-0"
℄ Roadway &
Line "A"
2% Slope 2% Slope
Profile Grade
8%
Slo
pe
2
:
1
Scale:
1
4
" = 1'-0"
Sta. 11+85 To 12+35 Line "A"
8%
Slo
pe
11'-0"
6
:
1
2
:
1
6
:
1
11'-0"
TYPICAL OVERLAY SECTION(SHF508)
E
R
E
10'-6" 10'-6"5'-0" 5'-0"
21'-0"
℄ Roadway &
Line "A"
2% Slope2% Slope
Profile Grade
8%
Slo
pe
2
:
1
2
:
1
(
1
.
5
:
1
M
a
x
.
)
Scale:
1
4
" = 1'-0"
Sta. 10+70 To 11+85 Line "A"
Sta. 12+35 To 13+50 Line "A"
8%
Slo
pe
Varies 0 to
11'-0"
Varies 0 to
11'-0"
6
:
1
6
:
1
GRADING PLAN
SCALE: 1" = 20'
Line "A"
STOCKWELL ROAD
12
+0
0
13
+0
0
14
+0
0
11
+0
0
10+
00
Proposed Structure (SHF508)
Flo
w
+10
℄, Line "A"
11
+9
0
12
+3
0
11
+8
5
12
+3
5
6:1
21
'-0
"
10
+8
0
10:1
(T
yp.)
11
'-0
"
5'-0
"
5'-0
"
13
+4
0
KR R
E
E
11
'-0
"
6:1
K
LEGEND
NOTES
220#/SYD. HMA Surface Type B on
440#/SYD. HMA Intermediate Type B on
6" Compacted Aggregate Base, No. 53
JDC RWM
MWP JDC
AS SHOWN
NONE
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
11
27
Slopes Steeper Than 3:1 to Receive Soil Capping and
Erosion Control Blankets. See Special Provisions.
R165#/Syd. HMA Surface Type B on
1
1
2
" HMA Surface Milling
TYPICAL SECTIONS
(SHF508)
9700113
No.
STATE OF
.
7/2/21
E
Earth
UTILITY INFORMATION
Power - TIPMONT REMC
Joe Kline
765-426-6170
E-Mail: [email protected]
Phone - Frontier Communications
Chuck McKean
219-531-6947
E-Mail: [email protected]
Gas - Centerpoint Energy
S
T
O
C
K
W
E
L
L
R
O
A
D
700 SOUTH
900 SOUTH
R11-2
A
C
A
800 SOUTH
STO
CKW
ELL RO
AD
U
S
5
2
C
B
(3/4 MILE)
R11-3
B
DETOUR
XM4-10L
(1/4 MILE)
C
R11-3
DETOUR
XM4-10R
RMA-1
F
RMA-4
F
F
RMA-7
XW20-3
D
RMA-5
F
F
RMA-8
D
F
RMA-6
CULVERT SHF508
I
-
6
5
N
E
W
C
A
S
T
L
E
R
O
A
D
E
E
XW20-3
D
XW20-3
RMA-5
F
RMA-6
F
G
ROAD CLOSURE SIGN ASSEMBLY
STANDARD BARRICADE TYPE III-B
STANDARD BARRICADE TYPE III-A
D
C
A
B
LEGEND
CONSTRUCTION SIGN TYPE A
XW20-3
R11-3
R11-2
SIGN SCHEDULE
ROAD CLOSED AHEAD
SIGN DESCRIPTION
ROAD CLOSED LOCAL TRAFFIC ONLY
ROAD CLOSED
TYPE "A"
TYPE "B"
TYPE "B"
SIZE
(60"x60")
12' PANEL
12' PANEL
(60"x30")
(48"x30")
SIGN
CODE
WARNING
LIGHTS
STANDARD BARRICADE TYPE III-B
STANDARD BARRICADE TYPE III-A
TYPE "B"
(60"x30")
ROAD CLOSED ON OR AFTERDETAIL "A"
SPECIAL SIGN ASSEMBLY (DETAIL "A")
E
E
DETAIL "A"
PRE-CLOSURE WARNING SIGN
ROAD CLOSED
ON OR AFTER
X/XX/21
* *
NOT TO SCALE
NOTES
Pre-Closure Warning Signs shall have Black Alpha Numerical
Characters (6-Series C) on an Orange Background.
JDC RWM
MWP JDC
AS SHOWN
NONE
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
2021 TC CULVERT REPLMTS.
12
27
MAINTENANCE OF TRAFFIC
(SHF508)
7/2/21
SCALE IN MILES
.25 .50 1.750
MAINTENANCE OF TRAFFIC
RMA-1
DETOUR
(1 Total)
ROAD
STOCKWELL
WEST
RMA-5
DETOUR
(2 Total)
EAST
RMA-6
DETOUR
(2 Total)
WEST
ROAD
STOCKWELL
ROAD
STOCKWELL
RMA-7
DETOUR
(1 Total)
EAST
RMA-8
DETOUR
(1 Total)
WEST
END END
ROAD
STOCKWELL
ROAD
STOCKWELL
G
DETAIL "B"
ROAD CLOSED SIGN
STOCKWELL ROAD
CLOSED
AHEAD
* *
NOT TO SCALE
RMA-4
DETOUR
(1 Total)
EAST
ROAD
STOCKWELL
T
G
(72" RCP)
(66" RCP)
(
6
"
C
M
P
)
T
T
T
OHU
OHU
OHU
OHU
OHUOHU OHU
OHU OHU
N 50°02'23" E
PLAN
SCALE: 1" = 20'
LINE "A"
STOCKWELL ROAD
Apparent R/WApparent R/W
12
+0
0
13
+0
0
14
+0
0
11
+0
0
10+
00
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
11+50
Proposed Structure (SHF508)
78 Lft. 8' x 7' Precast Reinforced
Concrete Box Culvert w/Precast
Wingwalls Req'd.
Apparent 25' R/W
Apparent 25' R/W
A
p
p
a
r
e
n
t R
/W
A
p
p
a
re
n
t R
/W
A
p
p
a
r
e
n
t R
/W
A
pparent R
/W
A
p
p
a
r
e
n
t R
/W
Existing CM Pipe Arch
(To Be Removed)
Flo
w
GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.
SECTION 33, T-22-N, R-3-W,
SHEFFIELD TWP, TIPPECANOE CO.
GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.
SECTION 33, T-22-N, R-3-W,
SHEFFIELD TWP, TIPPECANOE CO.
T
R
I
B
.
T
O
L
A
U
R
A
M
I
E
C
R
E
E
K
Gravel Drive
11
+8
5
12
+3
5
End Project
Sta. 13+50
Begin Project
Sta. 10+70
TBM #1 on
Exist. Pwp
TBM #2 on
Exist. Pwp
Gas Valve
Gas Marker
12+10.0
Line "A"
No Skew
80 Tons 1'-6" Deep Revetment Riprap Required on
146 Sys Geotextiles Type 2B.
13 Tons 12" Deep Revetment Riprap Required on
50 Sys Geotextiles Type 2B.
Note: Apparent R/W shown was taken from
old plans (No date on plans).
40'
12+10
50'
12+10
50'
14+00
F.L.
13+00
25'
11+00
25'
11+00
F.L.
R
K
R
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Reset Existing Sign
Full Depth Sawcut
Full Depth Sawcut
UGTUGT UGT UGT UGT UGT UGT
UGT
UGT
UGT
UG
T
UGT UGT UGT UGTUGT
Frontier Buried
Copper Line
Frontier Buried
Copper Line
741.18
741.23
741.22
664.XX
664.XX
741.10
741.10
741.09
Existing Road Profile
Proposed Road Profile
Proposed 8' Span x 7' Culvert
Inlet El. 723.23
Outlet El. 724.69
PROJECT LIMITS
13+
50
741.15
664.XX
664.XX
-0.xx%
-X.XX%
Full Depth HMA Limits
10+
70
Mill & Overlay LimitsMill & Overlay Limits
Exist. 96" x 68" Pipe Arch
Inlet El. 725.58
Outlet EL. 724.94
741.13
741.12
741.26
11+
85
12+
35
741.18
Begin Project
End Project
Existing Culvert (SHF508)
9' Cover
Not to Scale
Profile Grade
Exist. Structure
96" Span x 68" Rise
PROFILE
SCALE: 1" = 20' HORIZ.
1" = 10' VERT.
STREAM PROFILE
PRECAST CONCRETE BOX CULVERT
8'-0" SPAN, 7'-0" RISE NO SKEW
ON STOCKWELL RD. OVER TRIB. TO LAURAMIE CREEK
TIPPECANOE COUNTY
BENCH MARK DATA
12+00 13+00
750
14+00
T.B.M. 1 - EL. 740.73
R/R Spike Set 1 Foot Above Grade on the Southside of Pwp (PC2-86-4) 711'
Northeast of the Intersection of Stockwell Road and 800 South - Sta. 13+08.85,
25.75' Lt. "A"
NOTE: Horizontal Control was Based on NAD 83 (1986) & Vertical Control was
Based on (NAVD88).
740
730 730
740
750
JDC RWM
MWP JDC
1" = 20'-0"
1" = 10'-0"
LAYOUT SHEET (SHF508)
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
13
27
LINEAR GRADING
STA. 10+70 TO 13+50 = 280 Lft.
7/2/21
11+00
Existing
Profile Elev.
Proposed
Profile Elev.
Existing
Profile Elev.
Proposed
Profile Elev.
720 720
9700113
No.
STATE OF
.
Control Point 103
Sta. 12+68.23; 13.81' Rt. "A"
Rebar Set
N 155475.1563
E 824643.5575
Elev. 740.50
Control Point 104
Sta. 9+58.65; 24.13' Lt. "A"
Rebar Set
N 155305.4096
E 824381.9071
Elev. 739.96
10+00
T.B.M. 2 - EL. 738.31
R/R Spike Set 1 Foot Above Grade on the Southside of Pwp (PC2-86-3) 484'
Northeast of the Intersection of Stockwell Road and 800 South - Sta. 11+30.2,
25.3' Lt. "A"
P.O.T.
Sta. 10+00; ℄ "A"
Paper Point
N 155313.4712
E 824429.0949
Elev. 741.26
P.O.T.
Sta. 14+00; ℄ "A"
Paper Point
N 155570.3731
E 824735.6913
Elev. 741.09
50+00
727.3
720
725
730
735
Flow
Exist. Profile
DOWNSTREAMUPSTREAM
Line "A"
Exist. Structure
51+00 52+00 53+00
Inv. 724.94
Inv. 725.58
727.7
726.5
725.5
722.9
724.1
722.1
721.1
720
725
730
735
Drainage Area = 0.09 Sq. Mi.
Q
100
Discharge = 60 Cfs
Q
100
/OHW Elevation = 726.59 Ft.
Proposed Culvert
Opening Below Q
100
El. = 13.0 Sft.
Q
100
Backwater = 0.47 Ft.
Q
25
Velocity = 3.94 fps
Existing Culvert
Opening Below Q
100
El. = 9.6 Sft.
Q
100
Backwater = 1.00 Ft.
Q
25
Velocity = 5.22 fps
HYDRAULIC DATA
1'-6" Deep Revetment
Riprap on Geotextiles
Type 2B
1'-0" Deep Revetment
Riprap on Geotextiles
Type 2B
EXISTING TYPICAL SECTION (SHF508)
E
K
E
10'-6"
10'-6"5'-0"5'-0"
21'-0"
℄ Roadway &
Line "A"
2% Slope
2% Slope
Profile Grade
741.11 - Exist.
8%
Slo
pe
2
:
1
2
:
1
Scale:
1
4
" = 1'-0"
8%
Slo
pe
LEGEND
K220#/SYD. HMA Surface Type B on
440#/SYD. HMA Intermediate Type B on
6" Compacted Aggregate Base, No. 53
E
Earth
Existing 96" x 68" Culvert
(El. 724.94)
(El. 725.58)
Proposed 8' x 7' Culvert
6
:1
6
:1
11'-0"
11'-6"
1'-0"
11'-0"11'-6"
1'-0"
78'-0" Out to Out Structure
0.7%
3" Sump
Revetment
Riprap Req'd.
Inv. El. 724.74
Inv. El. 725.29
El. 733.41
El. 733.96
1'-0"
(Typ.)
1'-6"
8"
4
1
4
1
Structure
Backfill
Type 2
Profile Grade
CULVERT ELEVATION
Scale:
3
8
" = 1'-0"
Q
100
/OHW
EL. 726.59
K
Remove Soils &
Replace w/1'-0"
#8 CAB
U/S El. 725.54
D/S El. 724.99
8"
7'-0"
8'-0"
Varies 8'-2" to 8'-5"
8"
U/S Inv. El. 725.29
D/S Inv. El. 724.74
3" Sum
p
T
G
(72" RCP)
(66" RCP)
(
6
"
C
M
P
)
T
T
TT
T
T
OH
U
OH
U
OHU
OH
U
OH
U
OHU
OHU OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
Line "A"
STOCKWELL ROAD
Apparent R/W
Apparent R/W
12+
00
13+
00
14+
00
11+
00
10+
00
X X X X XX X X X X X X X
X X X X X X X X XX X X X X X X X X
X X X X X X X X XX X X X X X X X X
X X X X X X X X XX
11+50
Proposed Structure (SHF508)
78 Lft. 8' x 7' Precast Reinforced
Concrete Box Culvert w/Precast
Wingwalls Req'd.
Apparent 25' R/W
Apparent 25' R/W
A
p
p
a
r
e
n
t
R
/
W
A
p
p
a
re
n
t R
/
W
A
p
p
a
r
e
n
t
R
/
W
A
p
p
a
re
n
t R
/
W
A
p
p
a
r
e
n
t
R
/
W
Existing CM Pipe Arch
(96" Span, 68" Rise)
(To Be Removed)
Flow
GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.
SECTION 33, T-22-N, R-3-W, SHEFFIELD
TWP, TIPPECANOE CO.
GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.
SECTION 33, T-22-N, R-3-W, SHEFFIELD
TWP, TIPPECANOE CO.
T
R
I
B
.
T
O
L
A
U
R
A
M
I
E
C
R
E
E
K
(Gravel Drive)
+10
℄, Line "A"
R
R
K
Wing "A"
Wing "B"
Wing "C"
Wing "D"
Flexible Delineator
Post Req'd (Typ.)
11+
85
12+
35
LOCATION
Stockwell Road over
Tributary to Lauramie Creek
CULVERT PLAN
Scale: 1" = 20'-0"
JDC RWM
MWP JDC
AS SHOWN
NONE
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
14
27
GENERAL PLAN (SHF508)
9700113
No.
STATE OF
.
7/2/21
21-4461
2
:
1
E
8%
Slo
pe
Structure Backfill
Type 2
TYPICAL SECTION THRU BACKFILL
Scale:
1
2
" = 1'-0"
4'-0"
2'-0"
8'-8"
1'-6"
1'-0"
1'-6"
1
1
220#/Sys HMA Surface Type B on
440#/Sys HMA Intermediate Type B on
6" Compacted Aggregate Base, #53
K
E6" Earth
Wingwall
Remove Soils & Replace
w/4" #8 C.A.B.
2'-0"
Revetment Riprap
on Geotextiles Type
2B Req'd.
1'-6"
JDC RWM
MWP JDC
AS SHOWN
AS SHOWN
(SHF508)
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
15
27
7-2-21
21-4461
TC 2021 CULVERT REPLMTS.
E
6
"
K
1
2
"
Legend
16'-0"
8'-8"
2'-0"
WINGWALL ELEVATION (SHF508)
Scale:
3
8
" = 1'-0"
WING "A","B","C", & "D"
WINGWALL DETAILS
U.S. El. 723.29
D.S. El. 722.74
U.S. El. 725.29
D.S. El. 724.74
U.S. El. 733.96
D.S. El. 733.41
0
80 70 60
80 70 60
50 40 30 20 10 10 20 30 40 50 60 70 80
70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 10+00 TO 11+50
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
16 27
TC 2021 CULVERT REPLMTS.
10
50
+
11
00
+
11
50
+
10
00
+
745
740
735
0
50 40 30 20 10 10 20 30 40 50
741.25
60
App. R/W
App. R/W
Line "A"
741.18
App. R/W
App. R/W
Line "A"
741.23
App. R/W
App. R/W
Line "A"
741.22
App. R/W
App. R/W
Line "A"
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 0 Sft.
Vf = 0 Cys.
A
benching
= 0.0 Sft.
V
benching
= 0 Cys.
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 3.6 Sft.
Vf = 2 Cys.
A
benching
= 0.0 Sft.
V
benching
= 0 Cys.
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 36.4 Sft.
Vf = 37 Cys.
A
benching
= 33.9 Sft.
V
benching
= 31 Cys.
Begin Project
Sta. 10+70
745
740
735
745
740
735
745
740
735
+30.2 PWP
2
:
1
6
:1
6
:1
2
:
1
2
:
1
2
:
1
6
:1
6
:1
TELEPH
ON
E
FIBER O
PTIC
- Indicates Existing Telephone
- Indicates Existing Fiber Optic
+xx PWP
- Indicates Existing Power Pole
UTILITY LEGEND
(Applies to all Sheets)
GAS
- Indicates Existing Gas line
NOTE: Actual Depths of Buried
Utilities are Unknown.
0
0
80 70 60
80 70 60
50 40 30 20 10
50 40 30 20 10
10 20 30 40 50
10 20 30 40 50
60 70 80
60 70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 12+00 TO 13+00
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
17 27
12
00
+
12
10
+
12
50
+
13
00
+
Ac = 22.1 Sft.
Vc = 20 Cys.
Af = 123.7 Sft.
Vf = 148 Cys.
A
benching
= 126.2 Sft.
V
benching
= 148 Cys.
741.13
Line "A"
741.11
Line "A"
Line "A"
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 12.7 Sft.
Vf = 67 Cys.
741.14
Line "A"
A
benching
= 19.9 Sft.
V
benching
= 88 Cys.
741.12
VERTICAL SECTION
CULVERT SECTION
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
TC 2021 CULVERT REPLMTS.
740
735
740
735
740
735
740
735
730
+08.8 PWP
2% Slope
2% Slope
8%
Slo
pe
2
:
1
2
:
1
8%
Slo
pe
6
:1 6
:1
Ac = 0.0 Sft.
Vc = 12 Cys.
Af = 59.8 Sft.
Vf = 66 Cys.
A
benching
=74.8 Sft.
V
benching
= 83 Cys.
Ac = 21.4 Sft.
Vc = 16 Cys.
Af = 59.8 Sft.
Vf = 0 Cys.
A
benching
=74.8 Sft.
V
benching
= 0 Cys.
STA. 12+20
2
:
1
6
:1
2
:
1
6
:1
2
:
1
6
:1
6
:1
6
:1
2
:
1
2
:
1
2
:
1
6
:1
App. R/W
App. R/W
App. R/W
2
:
1
2
:
1
VERTICAL SECTION
STA. 12+00
0
0
80 70 60
80 70 60
50 40 30 20 10
50 40 30 20 10
10 20 30 40 50
10 20 30 40 50
60 70 80
60 70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 13+50 TO 14+00
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
18 27
13
50
+
14
00
+
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 1.4 Sft.
Vf = 13 Cys.
741.10
Line "A"
A
benching
= 0.0 Sft.
V
benching
= 18 Cys.
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 0.0 Sft.
Vf = X Cys.
741.00
Line "A"
A
benching
= X.X Sft.
V
benching
= X Cys.
End Project
Sta. 13+50
TC 2021 CULVERT REPLMTS.
670
665
660
App. R/W
App. R/W
670
665
660
App. R/W
App. R/W
FULL DEPTH SECTION (WEA204)
E
K
E
10'-6" 10'-6"
21'-0"
℄ Roadway &
Line "A"
2% Slope
2% Slope
Profile Grade
8%
Slo
pe
2
:
1
2
:
1
Scale:
1
4
" = 1'-0"
Sta. 12+40 To 13+00 Line "A"
8%
Slo
pe
TYPICAL OVERLAY SECTION (WEA204)
E
R
E
10'-6" 10'-6"2'-0" 2'-0"
21'-0"
℄ Roadway &
Line "A"
2% Slope
2% Slope
Profile Grade8%
Slo
pe
6
:
1
Scale:
1
4
" = 1'-0"
Sta. 11+00 To 12+40 Line "A"
Sta. 13+00 To 14+00 Line "A"
8%
Slo
pe
Varies 0'-0" to
14'-6"
6
:1
Varies 0'-0" to
14'-6"
16'-6" 16'-6"
(
4
:
1
M
a
x
.)
GRADING PLAN
Scale: 1" = 20'
℄ Line "A"
CR 450 E
Flow
CR
5
00
S
12
+0
0
13
+0
0
14
+0
0
15
+0
0
11
+0
0
KR R
10'-6"
10'-6"
2'-0"
(T
yp.)
14'-6"
(T
yp.)
10:1 (T
yp.)
12+
50
12+
95
Varies
8%
to 6:1
12+
40
13+
00
11+
39.56
14+
00
12+
45
12+
90
11+
36.06
14+
00
E
E
Varies
8%
to 6:1
2'-0"
2'-0"
K
LEGEND
NOTES
220#/SYD. HMA Type B Surface on
440#/SYD. HMA Type B Intermediate on
6" Compacted Aggregate Base, No. 53
JDC RWM
MWP JDC
AS SHOWN
NONE
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
19
27
Slopes Steeper Than 3:1 to Receive Soil Capping and
Erosion Control Blankets. See Special Provisions.
TYPICAL SECTIONS
(WEA204)
9700113
No.
STATE OF
.
7/2/21
E
Earth
R
165#/SYD. HMA Type B Surface on
1
1
2
" HMA Surface Milling
UTILITY INFORMATION
Phone
Frontier Communications
Chuck McKean
Phone: 219-531-6947
E-mail: [email protected]
500 EAST
600 SOUTH
500 SOUTH
450 EAST
450 SOUTH
550 SOUTH
CULVERT WEA204
XW20-3
D
RMA-3
F
A
C
R11-3
DETOUR
XM4-10R
B
RMA-1
F
RMA-4
F
C
A
B
RMA-7
F
R11-2
C
R11-3
DETOUR
XM4-10L
RMA-4
F
RMA-4
F
U
S
5
2
575 EAST
XW20-3
RMA-2
F
D
RMA-1
F
B
C
R11-3
DETOUR
XM4-10L
B
RMA-1
F
XW20-3
D
RMA-3
F
RMA-8F
E
E
RMA-5
F
RMA-6
F
RMA-6
F
RMA-5
F
ROAD CLOSURE SIGN ASSEMBLY
STANDARD BARRICADE TYPE III-B
STANDARD BARRICADE TYPE III-A
D
C
A
B
LEGEND
CONSTRUCTION SIGN TYPE A
XW20-3
R11-3
R11-2
SIGN SCHEDULE
ROAD CLOSED AHEAD
SIGN DESCRIPTION
ROAD CLOSED LOCAL TRAFFIC ONLY
ROAD CLOSED
TYPE "A"
TYPE "B"
TYPE "B"
SIZE
(60"x60")
12' PANEL
12' PANEL
(60"x30")
(48"x30")
SIGN
CODE
WARNING
LIGHTS
STANDARD BARRICADE TYPE III-B
STANDARD BARRICADE TYPE III-A
TYPE "B"
(60"x30")
ROAD CLOSED ON OR AFTER DETAIL "A"
SPECIAL SIGN ASSEMBLY (DETAIL "A")
E
E
DETAIL "A"
PRE-CLOSURE WARNING SIGN
ROAD CLOSED
ON OR AFTER
X/XX/21
* *
NOT TO SCALE
NOTES
PRE-CLOSURE WARNING SIGNS SHALL HAVE BLACK ALPHA
NUMERICAL CHARACTERS (6-SERIES C) ON AN ORANGE
BACKGROUND.
JDC RWM
MWP JDC
AS SHOWN
NONE
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
2021 TC CULVERT REPLMTS.
20
27
MAINTENANCE OF TRAFFIC
(WEA204)
7/2/21
MAINTENANCE OF TRAFFIC
SCALE IN MILES
.25 .50 1.750
RMA-2 RMA-4
DETOUR DETOUR
(1 Total)
(3 Total)
450E
CR
450E
CR
NORTHSOUTH
RMA-1
DETOUR
(3 Total)
450E
CR
SOUTH
RMA-3
DETOUR
(2 Total)
450E
CR
NORTH
RMA-5
DETOUR
(2 Total)
450E
CR
SOUTH
RMA-6
DETOUR
(2 Total)
450E
CR
NORTH
RMA-7
DETOUR
(1 Total)
NORTH
RMA-8
DETOUR
(1 Total)
SOUTH
END END
PLAN
Scale: 1" = 20'
T
(6
0
" C
M
P
)
(6
0
" C
M
P
)
℄ Line "A"
Proposed Structure (WEA204)
56 Lft. 18' x 6' Precast Reinforced
Concrete Box Culvert w/Precast
Headwalls & Wingwalls Req'd.
CR 450 E
Apparent 20' R/W
Apparent 20' R/W
Apparent 20' R/WApparent 20' R/W
Existing Twin 66" Dia. CMP
Pipes (To Be Removed)
Flow
KRAUSE, PHILIP C.& ELIZABETH B.
SECTION 24, T-22-N, R-4-W,
WEA TWP, TIPPECANOE CO.
LAHRMAN, JAMES R.& LISA D.
SECTION 24, T-22-N, R-4-W,
WEA TWP, TIPPECANOE CO.
CR
500 S
12
+0
0
13
+0
0
14
+0
0
15
+0
0
11
+0
0
ILG
EN
FRITZ BRAN
CH
Control Pt. 101
Pedestal
TBM 1 on
Headwall
5
°
R
t. S
k
e
w
Exist. Stop
Sign w/Co.
Rd. Signs
(Cultivated)(Cultivated)
(Cultivated)
(Cultivated)
(Asphalt)(Asphalt)
(A
sp
ha
lt)
(Cultivated)
Section Corner
(DD-31) (Fnd.
Rebar Flush)
12+70 Line "A"
5° Rt. Skew
130 Tons Class 1 Riprap 24" Deep on
180 Sys Geotextiles Req'd.
KR R
Full Depth
Sawcut
Full Depth
Sawcut
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Apparent 75' D
rainage E
asem
ent
Apparent 75' D
rainage E
asem
ent
Begin Project
Sta. 11+00
End Project
Sta. 14+00
UGT
UGT
UGTUGT UGT
UGT
UGTUGT
UGT
FO
FO
FOFO
FO
FO
FO FO FO FO
Frontier Buried
Copper Line
Frontier Buried
Fiber Optic Line
Frontier Buried
Copper Line
Frontier Buried
Fiber Optic Line
664.91
664.83
664.85
664.85
664.71
664.65
664.91
665.17
Existing Road Profile
Proposed Road Profile
Proposed Structure
18' x 6' Culvert
Inlet El. 655.92
Outlet El. 655.25
Exist. 66" Dia. Pipe
Inlet El. 657.00
Outlet EL. 656.18
Project Limits
13+
00
664.55
664.55
664.60
Full Depth HMA Limits
14+
00
Mill & Overlay Limits
Exist. 66" Dia. Pipe
Inlet El. 657.22
Outlet EL. 656.34
664.71
664.60
12+
40
-0.22%
Mill & Overlay Limits
11+
00
664.91
664.83
664.65
664.73
Begin Project
End Project
2.2' Cover
Existing Culvert (WEA204)
Not to Scale
Profile Grade
Exist. Structures
66" Dia.
Flow
0 100' 300'200'
655
660
Line "A"
DOWNSTREAMUPSTREAM
STREAM PROFILE
Exist. Profile
665
659.3
656.5
663.8
656.8
655.7
655.9
656.4
+68
Exist. 66" Dia. Culverts
Outlet Elevs.
North Pipe 656.34
South Pipe 656.18
Inlet Elevs.
North Pipe 657.22
South Pipe 657.00
PROFILE
Scale: 1" = 20' Horiz.
1" = 10' Vert.
PRECAST CONCRETE BOX CULVERT
18'-0" SPAN, 6'-0" RISE
5° RT. SKEW
ON CR 450E OVER ILGENFRITZ BRANCH
TIPPECANOE COUNTY
BENCH MARK DATA
12+00 13+00
680
14+00
T.B.M. 1 - EL. 657.63
Chiseled Triangle Set on the Eastern Culvert Headwall 180' South of the
Intersection of 500 South and 450 East. Sta. 12+67.6, 35.7' Rt. "A"
NOTE: Horizontal Control was Based on NAD 83 (1986) & Vertical Control was
Based on (NAVD88).
670
660 660
670
680
JDC RWM
MWP JDC
1" = 20'-0"
1" = 10'-0"
LAYOUT SHEET (WEA204)
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
21
27
LINEAR GRADING
Sta. 11+00 TO 14+00 = 300 Lft.
7/2/21
11+00
Existing
Profile Elev.
Proposed
Profile Elev.
Existing
Profile Elev.
Proposed
Profile Elev.
P.O.T.
Sta. 12+00 ℄ "A"
Paper Point
N 170662.1743
E 810033.9047
P.O.T.
Sta. 14+00 ℄ "A"
Paper Point
N 170862.1697
E 810032.5478
650 650
9700113
No.
STATE OF
.
15+00
Control Point 102
Sta. 10+08.31; 13.54' Lt. "A"
Rebar Set
N 170470.4010
E 810021.6676
Elev. 664.68
Control Point 101
Sta. 12+45.80; 14.97' Lt. "A"
Rebar Set
N 170708.0786
E 810048.5645
Elev. 664.12
Section Corner (DD-31)
Sta. 15+63.32; 0.86' Lt. "A"
Rebar Fnd. (Flush)
N 171025.4825
E 810030.5779
Elev. 665.23
Drainage Area = 2.34 Sq. Mi.
Q
100
Discharge = 828 cfs
Q
100
Elevation = 663.12 Ft.
Ordinary High Water Elevation = 657.68 Ft.
Proposed Culvert
Opening Below Q
100
El. = 89.0 Sft.
Q
100
Backwater = 0.93 Ft
Q
25
Velocity = 7.00 fps
Existing Culvert
Opening Below Q
100
El. = 47.6 Sft.
Q
100
Backwater = 1.00 Ft.
Q
25
Velocity = 7.81 fps
HYDRAULIC DATA
2'-0" Deep Class 1
Riprap on Geotextiles
Type 2B
EXISTING TYPICAL SECTION (WEA204)
E
K
E
10'-6"
21'-0"
℄ Roadway &
Line "A"
2% Slope
2% Slope
Profile Grade
(664.63)
8%
Slo
pe
Scale:
1
4
" = 1'-0"
8%
Slo
pe
K
LEGEND
220#/SYD. HMA Surface Type B on
440#/SYD. HMA Intermediate Type B on
6" Compacted Aggregate Base, No. 53
EEarth
Existing Twin Cmp Pipes
(Exist Outlet
El. 656.18)
(Exist. Inlet
El. 657.00)
16'-6"
1'-0"
16'-6"
1'-0"
1.2%
12'-0"
12'-0"
1'-0" Depth of
#8 CAB
2'-0" Depth of
Revetment Riprap on
Geotextiles
R
165 Syd. HMA Surface Type B on
1
1
2
" Surface Milling
Inlet El. 655.92
Inlet El. 655.25
1'-0" Sump
56'-0"
10'-6"
El. 663.25
El. 663.92
1'-0"
(Typ.)
Reconstruct Existing Flowline
w/Natural Materials
Throughout Structure
6'-0"
18'-0"
1'-6"
4
1
4
1
12"
Structure Backfill
Type 2
CULVERT ELEVATION
Scale:
3
8
" = 1'-0"
OHW EL. 657.68
Q
100
EL. 663.12
Remove Soils & Replace
w/1'-0" #8 CAB
U/S El. 656.92
D/S El. 656.25
Profile Grade
K
12"
Varies 1'-8"
to 1'-11"
U/S El. 655.92
D/S El. 655.25
1'-0" Sum
p
Reconstruct Existing Flowline
w/Natural Materials Thoughout
Structure (Estimated 70 cys.)
7'-0"
5
:
1
(
T
y
p
.)
PLAN
Scale: 1" = 20'
T
℄ Line "A"
Proposed Structure (WEA204)
56 Lft. 18' x 6' Precast Reinforced
Concrete Box Culvert w/Precast
Headwalls & Wingwalls Req'd.
CR 450 E
Apparent 20' R/W
Apparent 20' R/W
Apparent 20' R/WApparent 20' R/W
Existing Twin CMP Pipes
(To Be Removed)
Flow
KRAUSE, PHILIP C.& ELIZABETH B.
SECTION 24, T-22-N, R-4-W,
WEA TWP, TIPPECANOE CO.
LAHRMAN, JAMES R.& LISA D.
SECTION 24, T-22-N, R-4-W,
WEA TWP, TIPPECANOE CO.
CR 500 S
12+
00
13+
00
14+
00
11+
00
ILG
EN
FRITZ BRAN
CH
Control Pt. 101
Pedestal
Exist. Stop Sign
w/Co. Rd. Signs
5
°
R
t. S
k
e
w
TBM 1 on
Anchorwall
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(Asphalt)
(Asphalt)
(Asphalt)
12+70, Line "A"
5° Rt. Skew
K
R
R
16.5'
10'-6"
10'-6"
16.5'
Wing "D"
Wing "C"
Wing "B"
Wing "A"
A
p
p
a
re
n
t 7
5
' D
ra
in
a
g
e
E
a
se
m
e
n
t
A
p
p
a
re
n
t 7
5
' D
ra
in
a
g
e
E
a
se
m
e
n
t
Flexible Delineator
Post Req'd (Typ.)
LOCATION
CR 450 E over Ilgenfritz Branch
JDC RWM
MWP JDC
AS SHOWN
NONE
SURVEY BOOK
DESIGNATION
PROJECT
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
TC 2021 CULVERT REPLMTS.
22
27
GENERAL PLAN (WEA204)
9700113
No.
STATE OF
.
7/2/21
PRECAST CONCRETE BOX CULVERT
18'-0" SPAN, 6'-0" RISE
5° RT. SKEW
ON CR 450E OVER ILGENFRITZ BRANCH
TIPPECANOE COUNTY
8%
Slo
pe
Structure Backfill
Type 2
TYPICAL SECTION THRU BACKFILL
Scale:
1
2
" = 1'-0"
4'-0"
2'-0"
8'-0"
1'-6"
1'-0"
1'-6"
1
1
220#/Sys HMA Surface Type B on
440#/Sys HMA Intermediate Type B on
6" Compacted Aggregate Base, #53
K
E6" Earth
Wingwall
Remove Soils & Replace
w/4" #8 C.A.B.
1'-6"
JDC RWM
MWP JDC
AS SHOWN
AS SHOWN
(WEA204)
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
23
27
7-2-21
21-4461
TC 2021 CULVERT REPLMTS.
E
6"
K
Legend
15'-0"
8'-0"
2'-0"
WINGWALL ELEVATION (WEA204)
Scale:
3
8
" = 1'-0"
WING "A","B","C", & "D"
WINGWALL DETAILS
U.S. El. 653.92
D.S. El. 653.25
U.S. El. 655.92
D.S. El. 655.25
U.S. El. 663.92
D.S. El. 663.25
0
80 70 60
80 70 60
50 40 30 20 10 10 20 30 40 50 60 70 80
70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 10+00 TO 11+50
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
24 27
TC 2021 CULVERT REPLMTS.
10
50
+
11
00
+
11
50
+
10
00
+
670
665
660
0
50 40 30 20 10 10 20 30 40 50
665.37
60
App. R/W
App. R/W
Line "A"
635.11
App. R/W
App. R/W
Line "A"
664.91
App. R/W
App. R/W
Line "A"
664.83
App. R/W
App. R/W
Line "A"
670
665
660
670
665
660
670
665
660
Begin Project
Sta. 11+00
2% Slope
2% Slope
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 5.0 Sft.
Vf = 6 Cys.
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 1.5 Sft.
Vf = 0 Cys.
6
:
1 6
:
1
TELEPH
ON
E
FIBER O
PTIC
- Indicates Existing Telephone
- Indicates Existing Fiber Optic
+xx PWP
- Indicates Existing Power Pole
UTILITY LEGEND
(Applies to all Sheets)
GAS
- Indicates Existing Gas line
NOTE: Actual Depths of Buried
Utilities are Unknown.
0
0
80 70 60
80 70 60
50 40 30 20 10
50 40 30 20 10
10 20 30 40 50
10 20 30 40 50
60 70 80
60 70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 12+00 TO 13+00
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
25 27
12
00
+
12
50
+
12
70
+
13
00
+
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 9.2 Sft.
Vf = 13 Cys.
664.85
Line "A"
Ac = 20.9 Sft.
Vc = 19 Cys.
Af = 1.2 Sft.
Vf =10 Cys.
664.71
Line "A"
A
benching
= XX.X Sft.
V
benching
= X Cys.
Line "A"
Ac = 21.1 Sft.
Vc = 0 Cys.
Af = 0.2 Sft.
Vf = 0 Cys.
664.60
Line "A"
A
benching
= x.x Sft.
V
benching
= x Cys.
664.65
VERTICAL SECTION
VERTICAL SECTION
CULVERT SECTION (RANGE)
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
App. R/W
670
665
660
670
665
660
670
665
660
670
665
660
TC 2021 CULVERT REPLMTS.
Existing Culvert
2% Slope
2% Slope
8%
Slo
pe
8%
Slo
pe
2% Slope
2% Slope
Proposed 18' x 6' Culvert
2% Slope
2% Slope
6
:1
8%
8%
6:1
8%
6
:1
0
0
80 70 60
80 70 60
50 40 30 20 10
50 40 30 20 10
10 20 30 40 50
10 20 30 40 50
60 70 80
60 70 80
1" = 5'-0"
1" = 5'-0"
CROSS SECTIONS
LINE "A"; STA. 13+50 TO 15+00
SURVEY BOOK
DESIGNATION
PROJECT
ROAD FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEETS
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
RWM
JDC
JDC
MWP
26 27
13
50
+
14
00
+
Ac = 0.0 Sft.
Vc = 20 Cys.
Af = 12.4 Sft.
Vf = 12 Cys.664.55
Line "A"
664.65
Line "A"
14
50
+
664.91
Line "A"
15
00
+
665.17 Line "A"
End Project
Sta. 14+00
TC 2021 CULVERT REPLMTS.
670
665
660
App. R/W
App. R/W
670
665
660
670
665
660
670
665
660
CR 500 S
Sta. 14+42.7 Lt.
2% Slope
2% Slope
Ac = 0.0 Sft.
Vc = 0 Cys.
Af = 0.8 Sft.
Vf = 12 Cys.
4
:
1
6
:1
QUANTITIES
CU. YDS.
WING & HEADWALLS
CLASS "C"
Totals
ITEM
ABOVE FTG.
CLASS "B"
CU. YDS.
CONCRETE
IN FTG.
CU. YDS.
CLASS "C"
RAILING
CONCRETE
CU. YDS. LIN. FT.
TOTAL
STEEL
REINF.
LBS.
TOTAL
REINF. STEEL
EPOXY CT'D.
LBS. LFT
SEAL
SURFACE
SQ. FT.
GU
ARD
RAIL
NESTED
SH
OP CU
RVED
AT 6'-3" SPA.
STAN
DARD
PO
ST
Totals
FROM
STATION STATION
LEFT
TO
FT.
RIG
HT
FT. FT.
LOCATION W-BEAM GUARDRAIL LENGTH
CONNECTOR
GU
ARD
RAIL
TRAN
SITIO
N
TREATM
EN
T
GU
ARD
RAIL EN
D
GU
ARD
RAIL
FLARE RATE
GU
ARD
RAIL
REM
OVE
TERMINAL
TYPETYPEFT. TYPEEACH EACH
SYSTEM
EACH TYPE
SYSTEM
EACH
CURVED W-BEAM GUARDRAIL SYSTEM
CLASS "B"
(EST'D.)
HOLES IN
FIELD DRILLED
CONCRETE
EACHTONS CU. YDS.
GROUT
NON-SHRINK
AT 6'-3" SPA.
REINF. CONCRETE
BRIDGE APPROACH
12"
SQ. YDS.
GU
ARD
RAIL W
/N
EW
RESET EXISTIN
G
"LO
NG
" (7') PO
STS
FT.
COMPACTED
AGGREGATE
BASE, #8
1,147.3
358.9
INSTALL PRECAST
BOX CULVERT
10' X 7'
52
52
STRUCTURE
BACKFILL,
TYPE 2
CYS
555.1
45
7
202
UNITSDESCRIPTIONITEM
SPEC
CODE SHF508RAN009 WEA204 TOTALS
CONSTRUCTION ENGINEERING1 105 EACH 1
MOBILIZATION AND DEMOBILIZATION2 110
CLEARING RIGHT-OF-WAY3 201
REMOVE EXISTING STRUCTURE4 202
LINEAR GRADING5 203
DEWATERING6 205
TEMPORARY SILT FENCE7 205
STRUCTURE BACKFILL, TYPE 28 211
COMPACTED AGGREGATE BASE, NO. 539 303
COMPACTED AGGREGATE BASE, NO. 810 303
SURFACE MILLING, ASPHALT11 306
HMA, SURFACE, TYPE B
12
402
HMA, INTERMEDIATE, TYPE B
13
402
ASPHALT FOR TACK COAT
14
406
GEOTEXTILES FOR RIPRAP, TYPE 2B
15
616
CLASS 1 RIPRAP
16
616
REVETMENT RIPRAP
17
616
18
19
MULCHED SEEDING, R
20
621 EROSION CONTROL BLANKET21
62122
23
PRECAST REINFORCED CONCRETE BOX CULVERT, 10 FT. X 7 FT.24 714
PRECAST REINFORCED CONCRETE BOX CULVERT, 18 FT. X 6 FT.25 714
MAINTENANCE OF TRAFFIC
26
801
FLEXIBLE DELINEATOR POST
27
804
LINE, PAINT, SOLID, WHITE, 4 IN.
28
808 LINE, PAINT, SOLID, YELLOW, 4 IN.
808
LOCATION
(APPROACH TYPE
OR CLASS)
WID
TH
LEN
GTH
DISTAN
CE
BEYO
ND
R/W
LIN
E
RAD
II
Ft.
GRADE
1
% %
2
ASPH
ALT M
ATERIAL
FO
R TACK CO
AT
TON TON
CO
MPACTED
AG
GREG
ATE
BASE
ASPH
ALT
CO
NCRETE
SURFACE
BEYOND R/W LINE
REMARKS
DEPTH
DEPTH
CLEAR ZO
NE
AT D
RIVE
DESCRIPTION
6 IN
REINFORCED
CEMENT
CONCRETE
PAVEMENT
DEPTH
HMA
MAINLINE FULL DEPTH
TYPE B
IN
TERM
ED
IATE
LBS/SQ. SYD.
440
BASE
TYPE B
330
TYPE A
APPROACHES
SU
RFACE
TYPE B
IN
TERM
ED
IATE
TYPE B
8 IN
SHOULDERS
Ft. Ft. Ft. SFT LFT Ft. TON TON
TON
LBS/SQ. SYD.
TONSFTSFT SYS TON
165 385
SYS
TYPE A
SU
RFACE
TON
6 IN
K
K
J
J
TONTON
275165
LBS/SQ. SYD.
K
TYPE B
SU
RFACE
TON
220
IN
TERM
ED
IATE
HM
A M
ILLIN
G
12+43 to 12+93
INCIDENTAL OVERLAY
TYPE B
SU
RFACE
TYPE B
IN
TERM
ED
IATE
LBS/SQ. SYD.
TONTON
VARIABLE165
1 1/2" D
EPTH
8 IN
LINE "A"
15 29 119
2,436
TON
12 IN
9347
41
131
SLOPE
WEST EAST
EMBANKMENT
RATE RATE
COMPACTED AGGREGATE
BASE NO. 53
FOR SHOULDERS
LINEAR GRADING
R
VARIABLE
TON
COMPACTED AGGREGATE
BASE NO. 53
10+50 to 12+43
12+93 to 15+00
21 50
193
207
21
21
456
489
2,056
41
44
456
489
186
LFT
INSTALL PRECAST
BOX CULVERT
8' X 7'
78
78
233.3
SHF508 11+85 to 12+35
11941
10+70 to 11+85
12+35 to 13+50
21 50
115
115
21
21
272
272
25
25
272
272
RAN009
12+40 to 13+00
14249
11+00 to 12+40
13+00 to 14+00
21 60
140
100
21
21
331
236
30
21
331
236
WEA204
15 29
17 35
SODDING
FROM
STATION
TO
STATION
LEFT
MED
IAN
RIG
HT
LOCATION RIPRAP
TON SYS
GEO
TEXTILES
REVETM
EN
T
RIPRAP
CLASS 1
RIPRAP
FO
R PAVED
SID
E D
ITCH
ES
FO
R
DITCH
ES
FO
R
MED
IAN
FO
R
SH
OU
LD
ER
BREAK
NU
RSERY
SO
DD
IN
G
FO
R LAW
NS
SO
DD
IN
G AT
BRID
GE CO
NE
TO
TAL SO
DD
IN
G
Totals
TON SYS SYS SYS SYS SYS SYS SYS SYS
MU
LCH
ED
SEED
IN
G
"R"
EROSION CONTROL
BLANKET
SYSKGAL
WATER
SYS
FERTILIZER
SYS
MU
LCH
IN
G
MATERIAL
TYPE 2B
SEEDING
WEA204
SH
F508
RAN
009
CU
LVERT N
UM
BER
LFT
INSTALL PRECAST
BOX CULVERT
18' X 6'
56
56
PRECAST REINFORCED CONCRETE BOX CULVERT, 8 FT. X 7 FT.714
Mainline Full Depth
Incidental Constr.
Incidental Constr.
Mainline Full Depth
Incidental Constr.
Incidental Constr.
Mainline Full Depth
Incidental Constr.
Incidental Constr.
Culvert RAN009
Wingwalls
Culvert SHF508
Wingwalls
Culvert WEA204
Wingwalls
Totals
54
7
83
6
29
LINE, PAINT, BROKEN, YELLOW, 4 IN.
808
W-BEAM GUARDRAIL, 6'-3" SPA.601
GUARDRAIL END TREATMENT, TYPE OS601
EACH 1
EACH 1
EACH 1
LFT 450
EACH 1
LFT 835
CYS 358.9
TON 41
TON 52
SYS 945
TON 100
TON 29
SYS 1,064
LFT 325
EACH 4
SYS 160
TON 62
TON 12
SYS 399
SYS 859
LFT -
LFT 52
LFT -
EACH 1
EACH -
LFT 900
LFT -
LFT 900
1
1
1
1
280
1
460
555.1
41
61
544
65
29
663
-
-
196
-
93
506
1,194
78
-
-
1
4
560
-
560
1
1
1
1
300
1
520
233.3
49
89
567
68
35
709
-
-
180
130
-
-
545
-
-
56
1
4
-
80
600
3
3
3
3
1,030
3
1,815
1,147.3
131
202
2,056
233
93
2,436
325
4
536
192
105
905
2,598
78
52
56
3
8
1,460
80
2,060
859
1,194
545
62
130
12
93
399
506
160
196
180
2,598192 536105 905
12+68
12+10
12+68
10+50
10+70
11+00
15+00
13+50
14+00
TEM
PO
RARY SILT
FEN
CE
LFT
10+50 12+50
12+80 15+00
x x
x x
400
435
RAN
009
CU
LVERT N
UM
BER
12+15 13+77.50
x
11+58.50 13+21.00
x
162.5
162.5
OS 1
OS 1
325
4
OS 1
OS 1
12+1511+65
x
13+77.50 14+27.50
x
x
11+58.5011+08.50
13+21.00 13+71.00
10+70 11+85
12+35 13+50
x x
x x
230
230
11+00 12+55
12+95 14+00
x
x
155
105
11+00 12+45
12+85 14+00
x
x
145
115
1,815
50
193
207
50
115
115
60
140
100
1,030
x x
LIQUID ASPHALT SEALANT
30
306 LFT 42 42 42 126
31
714 RECONSTRUCT EXISTING FLOWLINE LFT 60 80- 140
LINE, PAINT, SOLID, YELLOW, 4 IN
WEA204
SH
F508
RAN
009
CU
LVERT N
O.
LINE, PAINT,BROKEN,YELLOW, 4 IN LINE, PAINT, SOLID, WHITE, 4 IN STATION TO STATION
10+50 TO 15+00 LT.
10+50 TO 15+00 ℄
10+50 TO 15+00 RT.
450 LFT.
450 LFT.
10+70 TO 13+50 LT.
10+70 TO 13+50 ℄
10+70 TO 13+50 RT.
280 LFT.
280 LFT.
900 LFT.
560 LFT.
11+00 TO 14+00 LT.
11+00 TO 14+00 ℄
11+00 TO 14+00 RT.
300 LFT.
300 LFT.
80 LFT.
TOTALS 80 LFT. 2,060 LFT. 1,460 LFT.
JDC RWM
MWP JDC
N/A
N/A
CULVERT SUMMARY
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
27
27
7-2-21
21-4461
TC 2021 CULVERT REPLMTS.