road plans. 1700012 stage 2 plans...culvert asset id cv 058-003-120.30 0.047 road plans designation...
TRANSCRIPT
A S S O C I A T E S ®
629 WASHINGTON ST., COLUMBUS, IN 47201
PROJECT NO. P.E.
R/W
CONST.
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
V.P.D.
V.P.D.
V.P.H.
%
PROJECT DESIGNATION
CONTRACT
OF TRANSPORTATION
INDIANA DEPARTMENT
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
TRAFFIC DATA
DESIGN DATA
(812) 372-9911
SCALE: 1" = 2000'
TO BE USED WITH THESE PLANS
STANDARD SPECIFICATIONS DATED 2020
INDIANA DEPARTMENT OF TRANSPORTATION
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STRAND ASSOCIATES, INC.
TOTAL LENGTH:
BRIDGE LENGTH:
ROADWAY LENGTH:
MAX. GRADE: %
MI.
MI.
MI.
A.A.D.T.
D.H.V.
%
%
M.P.H.
INDIANA DEPARTMENT OF TRANSPORTATION
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
BRIDGE FILE NO.
BRIDGE FILE NO.
RURAL
LEVEL
NONE
Sta. 14+50.0 "A"
Begin Project 1700012
STRUCTURE TYPE SPAN AND SKEW OVER STATION
STRUCTURE INFORMATION
B-40407
1
1700012
3R (NON-FREEWAY)
16
PROJECT LOCATION SHOWN BY
NA
1700012
ROUTE: SR 58 AT: RP 120+30
1700012
(2022)
(2042)
(2042)
5,070
5,120
455
3.81
3.13
STATE COLLECTOR
45
LATITUDE: 39° 07' 59.92" N
Bartholomew County
HUC: 05120206050040
15+20 "A"
51.43
B-40407
CV 058-003-120.30
1700012
REINF. CONC. BOX CULVERT1 @ 9'-0"
Sta. 17+00.0 "A"
End Project 1700012
LONGITUDE: 85° 59' 42" W
NA
0.047
3.08
UNT East Fork White Creek
Sta. 15+20.0 "A"
Over Tributory (UNT) to East Fork White Creek
Structure CV 058-003-120.30
1700012
1700012
1700012
N/A
Located 1.95 Miles West of Interstate 65 in Section 17, T-8-N, R-5-E, Ohio Township, Bartholomew County.
Small Structure Replacement on SR 58 over UNT to East Fork White Creek
DES. NO.
1700012
CULVERT ASSETS
CULVERT ASSET ID
CV 058-003-120.30
0.047
ROAD PLANSDESIGNATION PROJECT DESCRIPTION
KIN PROJECT INFORMATION
1700171
1701428
1701431
1700012
1600503 (Lead Des.)
Bridge Replacement on SR 58 1.89 miles east of SR 258
Superstructure Replacement on SR 58 0.84 miles east of SR 258
Small Structure Replacement on SR 58 1.95 miles west of I-65
Bridge Replacement on SR 58, 3.35 miles west of I-65
Bridge Replacement on SR 58 2.28 miles east of SR 258
GENERAL NOTES AND INDEX
GENERAL NOTES
SHEET NO. DATE REVISED
REVISIONS
UTILITIES
Email: [email protected]
ATTN: Colton Carden
(812) 372-2546
Columbus, IN 47201
1697 W. Deaver Road
Bartholomew Country R.E.M.C.
EMAIL: [email protected]
ATTN: Troy Bishop
Columbus, IN 47201
420 7th St.
AT&T Distribution
200 EASTING:
NORTHING:
SET AT GRADE
MAG NAIL w/ "STRAND ASSOC." WASHER
P.O.C. 59+75 "A"
10,233.0333
49,534.5412
S.R. 1
16
200
A
B
C
EASTING:
NORTHING:
201
SET AT GRADE
MAG NAIL w/ "STRAND ASSOC." WASHER
P.I. 61+98.30 "A"
10,119.1004
49,726.5880
S.R. 1
16
201
A
B
C
D
EASTING:
NORTHING:
202
SET AT GRADE
MAG NAIL w/ "STRAND ASSOC." WASHER
P.T. 66+98.27 "A"
9,873.5746
50,162.1533
S.R. 1
16
202
A
D
B
C
EASTING:
NORTHING:
203
SET AT GRADE
MAG NAIL w/ "STRAND ASSOC." WASHER
P.O.T. 69+75 "A"
9,737.6846
50,403.2236
S.R. 1
16
203
A
B
C
D
ELECTRIC:
TELEPHONE:
WATER:
CABLE:
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
NA
B-40407 1700012
162
1700012
NA
DHS
JMHJMH
DHS
NA
GENERAL PLANS10
LAYOUT9
PLAN & PROFILE8
TYPICAL CROSS SECTIONS4
INDEX
3
DRAWINGS INDEXSHEET NO.
MAINTENANCE OF TRAFFIC
1
2 INDEX AND GENERAL NOTES
TITLE SHEET
MISCELLANEOUS TABLES11
PLAT NO. 17
CROSS SECTIONS12-16
EMAIL: [email protected]
ATTN: Doug Prather
(812) 342-4421
Columbus, IN 47201
4735 W Carlos Folger Drive
Southwestern Bartholomew Water Corp.
EMAIL: [email protected]
ATTN: Whitney Land
(317) 419-6145
Noblesville IN 46061
16000 Allisonville Rd
Vectren
LOCATION CONTROL ROUTE SURVEY5-6
Posted Detour Route
Traffic Flow Arrow
Legend
Construction Sign
Barricade III-A
Barricade III-B
OR OR
OR
BA
Ea.
Ea.
Detour Route Marker Assemblies
Type A Construction Signs
Road Closure Sign Assemblies
-
-
-
Ea.
XW20-3 (Road Closed ______)
XG20-5 (Closure Date)
Type C Construction Signs
XG20-2 (End Construction)
Ea.
-
(-)
(-)
Barricades
-
-
- Ea.XW20-1 (Road Construction Ahead)
XG20-7 Worksite Penalty Sign -
Type A Construction Signs
DRMA (Advance Turn) Ea.
DRMA (Directional) Ea.
DRMA (Confirming) Ea.
DRMA (End)
- Ea.XW20-2 (Detour Ahead)
Ea.
- Ea.
Ea.
Barricade, Type III-A (No. of 12' Units) Lft.
Barricade, Type III-B (No. of 12' Units) Lft.
RCSA (R11-2) - Ea.
O
N
L
K
J
I
G
F
E
D
C
B
Q
P
RCSA (R11-3)
RCSA (R11-3)
DC
A
-
-
-
-
S.R. 58S.R. 58
S.R. 58 S.R. 58
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
MAINTENANCE OF TRAFFIC
SR 58 OVER UNT E. FORK WHITE CREEK
NA
B-40407 1700012
163
1700012
NA
DHS
JMHJMH
DHS
NA
Location
Project 1700012
Location
Project 1600503
Location
Project 1700171
Location
Project 1701428
Location
Project 1701428
be updated after scheme is agreed upon at PFC.
Note to Reviewer: Quanities, Labels, and additional details to
258
I-65
2%
Profile Grade
2%
R
TYPICAL SECTION - INCIDENTAL CONSTRUCTION
26Existing Ground
Existing Ground
Legend
26
J1
K
63
R
Sta. 13+50.00 "A" to Sta. 14+50.00 "A"
Obstruction Free Zone
TYPICAL ROADWAY SECTION
K
SHOULDER TREATMENT WITH GUARDRAIL
63
Edge of
Tra
vel Lane
2:1
Profile Grade
2%2%
J1
C.L. Roadway, Line "A"
C.L. Roadway, Line "A" -4.00%
12'-0"
Obstruction Free Zone
2'-0"
2'-0"
Limits of Subgrade Treatment
J1
J
J1
Lane
10'-0"
-4%
Usable Shld.
2'-0"
Lane
10'-0"
-4%
2'-0" Min.
J
J1
-4%
J1
-4%
26
Sta. 17+00.00 "A" to Sta. 18+00.00 "A"
Sta. 14+50 "A" to Sta. 17+00 "A"
Sta. 13+56.33 "A" to Sta. 15+87.58 "A"
12'-0"
Usable Shld.
4'-0" *
4'-0"
6 : 1 6 : 1
Lane
10'-0"
Width Varies
Usable Shldr.
Lane
10'-0"
Width Varies
Usable Shldr.
Existing Ground
3 : 16 : 1
3 : 1
2 : 1 Max. 2 : 1 Max.
2 : 1 Max.
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
TYPICAL CROSS SECTION
SR 58 OVER UNT E. FORK WHITE CREEK
NA
B-40407 1700012
164
1700012
NA
DHS
JMHJMH
DHS
1/4" = 1'-0"
Note to Reviewer: Legend to be updated after the completion of the pavement design
"21Milling, Surface, 1
165 lbs/syd QC/QA-HMA, 2, 64, Surface, 9.5 mm on
Subgrade Treatment, Type IC
660 lbs/syd QC/QA-HMA, 2, 64, Base, 19.0 mm on
275 lbs/syd QC/QA-HMA, 2, 64, Intermediate, 19.0 mm on
165 lbs/syd QC/QA-HMA, 2, 64, Surface, 9.5 mm on
Full Depth HMA Pavement
Compacted Aggregate No. 53
Subgrade Treatment, Type IC
660 lbs/syd QC/QA-HMA, 2, 64, Base, 19.0 mm on
275 lbs/syd QC/QA-HMA, 2, 64, Intermediate, 19.0 mm on
165 lbs/syd QC/QA-HMA, 2, 64, Surface, 9.5 mm on
Full Depth, HMA Shoulder
Guardrail, MGS W-Beam, 6'-3" Spacing
Seed Mixture, R
PROJECT LOCATION
SECTION DETAILNOT TO SCALE
NOT TO SCALE
VICINITY MAP
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DATE
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
FIELD SURVEYOR STATEMENT
THIS SURVEY.
DESCRIPTION OF THE EXISTING PARCELS IS NOT A PART OF
THAT ANY DATA SHOWN REGARDING THE LOCATION OF
1-12-20 THROUGH 1-12-25 REGARDING ROUTE SURVEYS, EXCEPT
IS EXECUTED ACCORDING TO THE PROVISIONS OF 865 I.A.C.
THIS SURVEY, TO THE BEST OF MY KNOWLEDGE AND BELIEF,
THIS DOCUMENT, UNLESS REQUIRED BY LAW.
REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER IN
I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN
CHECKED:
DRAWN:PREPARED BY:
REGISTERED LAND SURVEYOR
SURVEY STARTED
SURVEY COMPLETED
ROUTE SURVEY SHEETS
of1 2 A S S O C I A T E S ®
N/A
JEF
DEPARTMENT OF TRANSPORTATION
INDIANA
LOCATION CONTROL ROUTE SURVEY
1700012
1700012
MCP
Not to Scale
N
N/A
LINE "A"
17
20
17
19
18
17
17
18
18
8
18
7 17
78
17
20
1717
20
17
105
101
AUGUST 14, 2018
OCTOBER 23, 2018
SR 58 OVER UNT TO EF OF WHITE CREEK
October 18, 2018
Registered Land Surveyor #LS21200011
Jacob E. Fitzsimmons
_________________________________________________
location control route survey are as noted on the included reference boxes.
relative to the above said section corner monuments as located in this survey. The control points for this
ASSOC. FIRM NO. 0110”. These monuments have an estimated uncertainty of 0.10 feet, more or less,
The centerline points for Line “A”are set survey nails with a stainless steel washer stamped “STRAND
CENTERLINE AND CONTROL POINT MONUMENTATION
to be reacquired to the extents of the owner’s parcel.
improvements as being 20-feet. It is this surveyor’s opinion that any acquisition of right-of-way would need
Bartholomew County, Indiana. The apparent existing right-of-way was determined by toe-of-slope and other
grants, or deeds exist. There was also no evidence of grants or deeds found in the Office of the Recorder of
A request to the INDOT Records and Documents Library was made and no roadway plans, right-of-way
used to perpetuate the corners are not in the exact location of the true corners.
uncertainty arises from the absence of the original survey monuments and the certainty that the monuments
The uncertainties in the location of these monuments is estimated to be 0.50 foot, more or less. This
south quarter corner of said Section 17.
Bartholomew County Surveyor’s Office, was used to verify section lines as field located and to establish the
The coordinate datasheet sheet for Section 17, Township 8 North, Range 5 East, as obtained from said
using the reference ties obtained from said Bartholomew County Surveyor’s Office.
A survey nail was found at the east quarter corner of Section 17, Point #107. Said nail was found undisturbed
reference ties obtained from said Bartholomew County Surveyor’s Office.
A survey nail was found at the center of Section 17, Point #106. Said nail was found undisturbed using the
undisturbed using the reference ties obtained from said Bartholomew County Surveyor’s Office.
A survey nail was found at the west quarter corner of Section 17, Point #105. Said nail was found
Surveyor’s Office.
Said monument was found undisturbed using the reference ties obtained from said Bartholomew County
A Bartholomew County Surveyor’s Monument was found at the southwest corner of Section 17, Point #104.
Surveyor’s Office.
Said monument was found undisturbed using the reference ties obtained from said Bartholomew County
A Bartholomew County Surveyor’s Monument was found at the northwest corner of Section 17, Point #103.
was found undisturbed using the reference ties obtained from said Bartholomew County Surveyor’s Office.
A sand stone with chiseled “X”was found at the north quarter corner of Section 17, Point #102. Said stone
Surveyor’s Office.
Said monument was found undisturbed using the reference ties obtained from said Bartholomew County
A Bartholomew County Surveyor’s Monument was found at the northeast corner of Section 17, Point #101.
FINDINGS OF FACTS (cont)
16
98
17
16
1617
17
21
1617
20
103
104
106
102
107
100
Surveyor’s Office.
Said monument was found undisturbed using the reference ties obtained from said Bartholomew County
A Bartholomew County Surveyor’s Monument was found at the southeast corner of Section 17, Point #100.
County Surveyor’s and Recorder’s Office:
All section corners on the Route Survey Plat were located by information obtained from the Bartholomew
descriptions and plats, and as introduced by random errors in measurement.
lines and corners established in this survey as a result of uncertainties in reference monuments, in record
following observations and opinions are submitted regarding the various uncertainties in the locations of the
In accordance with title 865, Article 1, Chapter 12 of the Indiana Administrative Code (“Rule 12”), the
FINDINGS OF FACTS (MONUMENTS)
Temporary benchmarks were set along the aforementioned route for easy retrieval during construction.
corner of S.R. 58 and C.R. 300 W; 53-feet south of S.R. 58, 72-feet west of C.R. 300 W.
1946 645”with a published elevation of 644.71' (NAVD 88). The benchmark is located at the southwest
Vertical datum for this Survey Book was obtained from an U.S.G.S. standard table, stamped “TT 49 RCD
VERTICAL DATUM
pavement as field located.
The horizontal alignment for Line “A”was created by using a best fit line in correlation with centerline of
ALIGNMENTS
False Easting: 240,000.000 m (787,400.0000 U.S. Ft)
False Northing: 36,000.000 m (118,110.0000 U.S.Ft)
Central Meridian Scale Factor: 1.000026
Central Meridian: 85°51’ 00”West Longitude
Latitude of Grid Origin: 39°00’ 00”North Latitude
Projection Type: Transverse Mercator
Geometric Datum: NAD 83(2011) epoch 2010.00
InGCS “Bartholomew”Zone Parameters
has become destroyed.
etc.), to provide a means of reestablishment of the aforementioned alignment(s) or any monumentation that
seamless workflow between various geospatial industries (e.g. surveying, civil engineering, construction,
The InGCS “Bartholomew”zone coordinates and associated metadata are listed here on to facilitate a
distances and the corresponding grid coordinate distances within the county.
Survey Feet. This zone was created to minimize the differences between ground-measured horizontal
Coordinate System’s (InGCS) “Bartholomew”zone per NAD 83 (2011) epoch 2010.00 and reported in U.S.
The basis of bearing and horizontal control for this survey was established using the Indiana Geospatial
CONTROL AND BASIS OF BEARING
Property lines, corners, and right-of-way lines are shown as approximate location only.
property lines are depicted, this survey is not intended to be an original survey or retracement survey.
Public Land Survey Subdivision Corners along the above mentioned route. Although found monuments and
control for the design and construction of said project and reference said alignment to the United States
The purpose of this survey was to obtain data, establish a horizontal alignment (Line “A”), and vertical
PURPOSE OF SURVEY
length of 1,000 feet.
Bartholomew County, Indiana. This project is located on S.R. 58, 1.95 miles west of I-65 and has a total
Section 17, Township 8 North, Range 5 East of the Second Principal Meridian, Ohio Township,
this project is within the bounds of the INDOT Seymour District. This survey is located at the center of
This Location Control Route Survey was completed for a small structure replacement project. The entirety of
LOCATION OF SURVEY
- The field work for this survey was started on August 14, 2018 and completed in October 23, 2018.
precision of the original measurements.
- The number of significant digits shown are for calculation purposes only and do not intend to imply the
control and topography.
- The item numbers on this Route Survey Plat refer to actual field survey monument numbers used for
- All monument reference ties are shown on this Route Survey Plat.
- All units of measure are in English units.
GENERAL
SURVEYOR'S REPORT
B-40407
5 16
NA
INSTR #98-13869GAS LINE EASEMENT
PAGE 645BOOK 238,EASEMENT
ELECTRIC LINE
10+
00
15+
00
20+
00
200P.O.B. 10+00 "A"
201P.O.E. 20+00 "A"
13
15
14
17
INSTR #2017-11727JUDITH ANN STRAHL
INSTR #2017-11727JUDITH ANN STRAHL
INSTR #91-8211GARY D & CHERYL L MURPHY
BK 267, PG 765 & BK 293, PG 672ROBERT O & MARY E SIMPSON
INSTR #2003-16327ROBERT D & JULIE A SIMPSON
INSTR #2017-6640STEVEN R FOLEY
INSTR #2017-6639STEVEN R FOLEY
PLAT BOOK "R", PAGE 21 B
R SIMPSON ADMINIS
TRATIVE SUBDIVISION
LOT 1 LOT 2
"ST
RA
ND A
SS
OC. FIR
M N
O. 0110"
5/8
" R
EB
AR W/ I.
D.
CAP S
TA
MPE
D
RA
ND
OM C
ON
TR
OL P
OIN
T #
13
+54.1
2, 24.6
2' Lt.
APP. 1/2 SECTIO
N LINE
APP. 1/2 SECTIO
N LINE
LINE "A"
SR 58
LINE "A"
SR 58
"ST
RA
ND A
SS
OC. FIR
M N
O. 0110"
5/8
" R
EB
AR W/ I.
D.
CAP S
TA
MPE
D
RA
ND
OM C
ON
TR
OL P
OIN
T #
14
+89.5
5, 25.6
0' Lt.
"ST
RA
ND A
SS
OC. FIR
M N
O. 0110"
5/8
" R
EB
AR W/ I.
D.
CAP S
TA
MPE
D
RA
ND
OM C
ON
TR
OL P
OIN
T #
15
+67.9
3, 26.6
7' Lt.
BE
NC
HM
AR
K N
AIL, S F
AC
E, P
WP #
63-4
3-0
4
TE
MP
OR
AR
Y B
EN
CH
MA
RK #
1,
ELE
V = 6
41.2
0'
+97.3
2, 32.4
2' Lt.
BE
NC
HM
AR
K N
AIL, S F
AC
E, P
WP
TE
MP
OR
AR
Y B
EN
CH
MA
RK #
2,
ELE
V = 6
39.8
3'
+70.7
3, 32.2
3' Lt.
APP. 1/2 SECTION LINE
APP. R/W
APP. R/W
APP. R/W
APP. R/W
APP. R/W
APP. R/W
P LAPP.
P LAPP.
P LAPP.
P LAPP.
SECTION 17, T-8-N, R-5-E
OHIO TOWNSHIP
BARTHOLOMEW COUNTY
SECTION 17, T-8-N, R-5-E
OHIO TOWNSHIP
BARTHOLOMEW COUNTY
SECTION 17, T-8-N, R-5-E
OHIO TOWNSHIP
BARTHOLOMEW COUNTY
SECTION 17, T-8-N, R-5-E
OHIO TOWNSHIP
BARTHOLOMEW COUNTY
SCALE: 1" = 40'
0' 40'20'
106
166
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DATE
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
B-40407
FIELD SURVEYOR STATEMENT
THIS SURVEY.
DESCRIPTION OF THE EXISTING PARCELS IS NOT A PART OF
THAT ANY DATA SHOWN REGARDING THE LOCATION OF
1-12-20 THROUGH 1-12-25 REGARDING ROUTE SURVEYS, EXCEPT
IS EXECUTED ACCORDING TO THE PROVISIONS OF 865 I.A.C.
THIS SURVEY, TO THE BEST OF MY KNOWLEDGE AND BELIEF,
THIS DOCUMENT, UNLESS REQUIRED BY LAW.
REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER IN
I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN
CHECKED:
DRAWN:PREPARED BY:
REGISTERED LAND SURVEYOR
SURVEY STARTED
SURVEY COMPLETED
ROUTE SURVEY SHEETS
of2 2 A S S O C I A T E S ®
N/A
JEF
DEPARTMENT OF TRANSPORTATION
INDIANA
LOCATION CONTROL ROUTE SURVEY
OCTOBER 23, 2018
AUGUST 14, 20181" = 40'
SR 58 OVER UNT TO EF OF WHITE CREEK
NA
1700012
1700012
MCP
14" CMP
14" CMP
PPST
24" TULIP POPLAR
16" CMP
16" CMP
MB
RNSURVEY NAIL (-0.1')
MB MB
12" CMP
14" CMP
14" CMP
RB-0
PSSA
10" APPLE
BM
BM
14" CMP
14" CMP
RB-0
PSSA
MB MB
14" CMP
RB-0
PSSA
El 0.00Off 0.
00 L10+00.00
El 0.00Off 0.
00 L20+00.00
107
103
105
104106
13
300
14
301
100
15
101
102
SR 58
CR 4
00 W
A B
103 EASTING:
NORTHING:
743,610.4353
168,983.4257
N
NO SCALE
NORTH
(-0.2' BELOW GRADE)
BCS MONUMENT FOUND
NW COR, SECTION 17, T-8-N, R-5-E
CR 400 S
CR 5
00 W
A
B
C
D
104 EASTING:
NORTHING:
743,631.7035
163,691.5607
N
NO SCALE
NORTH
(+0.1' ABOVE GRADE)
BCS MONUMENT IN CONCRETE FOUND
SW COR, SECTION 17, T-8-N, R-5-E
D = 3/8" REBAR, 27.58', Az.=
105 EASTING:
NORTHING:
743,626.0910
166,338.7500
N
NO SCALE
NORTH
(-0.1' BELOW GRADE)
SURVEY MARK NAIL FOUND
W 1/4 COR, SECTION 17, T-8-N, R-5-E
SR 58
CR 5
00 W
A
B
C
D
CR 4
00 W
A
D
B
C
106 EASTING:
NORTHING:
746,274.0867
166,642.5011
AT GRADE
SURVEY MARK NAIL FOUND
CEN, SECTION 17, T-8-N, R-5-E
N
NO SCALE
NORTH
DRIV
EW
AY
SR 58
A
C
B
107 EASTING:
NORTHING:
748,795.1337
166,932.6331
(-0.5' BELOW GRADE)
SURVEY MARK NAIL FOUND
E 1/4 COR, SECTION 17, T-8-N, R-5-E
N
NO SCALE
NORTH
L
D
C
13 EASTING:
NORTHING:
745,762.1489
166,607.4490
N
NO SCALE
NORTH
SET AT GRADE
#5 REBAR w/ "STRAND ASSOC." I.D. CAP
RANDOM CONTROL POINT
DRIV
EW
AY
SR 58
B
C A
14 EASTING:
NORTHING:
746,095.2213
166,646.6934
N
NO SCALE
NORTH
SR 58
C
SET AT GRADE
#5 REBAR w/ "STRAND ASSOC." I.D. CAP
RANDOM CONTROL POINT
300 EASTING:
NORTHING:
745,711.1468
166,576.7439
SET AT GRADE
MAG NAIL w/ "STRAND ASSOC." WASHER
P.O.T. 10+00 "A"
N
NO SCALE
NORTH
301 EASTING:
NORTHING:
746,704.5950
166,691.0277
N
NO SCALE
NORTH
SET AT GRADE
MAG NAIL w/ "STRAND ASSOC." WASHER
P.O.T. 20+00 "A"
DRIV
EW
AY
SR 58
B
C A
A B
GR
AV
EL
SR 58
C
A B
15 EASTING:
NORTHING:
746,570.3968
166,702.4889
N
NO SCALE
NORTHB
A
100 EASTING:
NORTHING:
748,820.2547
164,268.3278
N
NO SCALE
NORTH
(-0.2' BELOW GRADE)
BCS MONUMENT IN CONCRETE FOUND
SE COR, SECTION 17, T-8-N, R-5-E
DRIVEWAY
CR 4
00 W
A
B
C
D
SET AT GRADE
#5 REBAR w/ "STRAND ASSOC." I.D. CAP
RANDOM CONTROL POINT
GR
AV
EL
SR 58
101 EASTING:
NORTHING:
748,766.7120
169,614.2963
(-0.1' BELOW GRADE)
BCS MONUMENT IN CONCRETE FOUND
NE COR, SECTION 17, T-5-N, R-5-E
N
NO SCALE
NORTH
CR 4
00 W
A
D C
B
102 EASTING:
NORTHING:
746,190.4486
169,299.7031
N
NO SCALE
NORTH
(+0.2' ABOVE GRADE)
SANDSTONE MONUMENT W/ "+" FOUND
N 1/4 COR, SECTION 17, T-8-N, R-5-E
DRIVEWAY
A
B
C
14" CMP
14" CMP
PPST
24" TULIP POPLAR
16" CMP16" CMP
MB
RNSURVEY NAIL (-0.1')
MB MB
12" CMP
14" CMP 14" CMP
RB-0PSSA
10" APPLE
BM BM
14" CMP14" CMP
RB-0PSSA
MB MB
14" CMP
RB-0PSSA
El 0.00
Off 0.00 L
10+00.00
El 0.00
Off 0.00 L
20+00.00
12+
00
13+
00
14+
00
15+
00
16+
00
17+
00
18+
00
19+
00
SR 58
Sec. 17, T-8-N, R-5-E
Ohio Township
Bartholomew County
JUDITH ANN STRAHL
STEVEN R. FOLEY
ROBERT O. & MARY E. SIMPSON
CHERYL L. MURPHY
GARY D. &
LOT 1
R SIMPSON ADMINISTRATIVE SUBDIVISION
Electric Line Easement
Gas Line Easement
N 83°26'16" E
JULIE A. SIMPSON
ROBERT D. &
TBM #1
17
App. P L
App. P L
App. P L
Ex. R/W Ex. R/W
Ex. R/WEx. R/W
Sta. 17+00.00 "A"
End Project
TBM #2
Sta. 14+50.00 "A"
Begin Project
Sta. 18+00.00 "A"
End Incidental Construction
45' R/W
45' R/W
LOT 1
PLAT BOOK "R", PAGE 387C
JUDITH ANN STRAHL
FOLEY & RICHARDSON ADMINISTRATIVE SUBDIVISION
LOT 2
Sta. 13+50.00 "A"
Begin Incidental Construction
Section Line21App.
Section Line21App.
Section Line21App.
Section Line21App.
Line "A"
10+
00
11+
00
20+
00
LINE "A" to be constructed.
described from LINE "A"
All R/W and existing topography
P.I. = 2
0+00.0
0
P.I. = 1
0+00.0
0
\\strand.c
om\projects\C
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No. 1.d
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
PLAT NO. 1
NA
B-40407 1700012
167
1700012
NA
DHS
JMHJMH
DHS
1" = 40'
SR 58 OVER UNT E. FORK WHITE CREEK
5/8/2
020
2:3
7:1
5 P
MDanielS
h
+49.0
W = 24'
Class V Drive Req'd. Lt.
+88.2
W = 10'
Class II Drive Req'd. Lt.
Sec. 17, T-8-N, R-5-E
Ohio Township
Bartholomew County
Line "A"
3.08%
0.30%
640.6
639.5
638.5
637.6
636.9
636.5
636.4
636.4
636.3
636.7
637.7
639.3
640.8
642.8
644.8
646.3
647.5
636.4
9
636.6
4
636.8
6
637.3
9
638.2
4
639.4
0
640.8
6
14" CMP
14" CMP
PPST
24" TULIP POPLAR
16" CMP16" CMP
MB
RNSURVEY NAIL (-0.1')
MB MB
14" CMP
RB-0PSSA
10" APPLE
BM BM
14" CMP
RB-0PSSA
5/8/2
020
2:3
7:1
6 P
MDanielS
hS:\
CO
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060\3
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Pla
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
PLAN AND PROFILE
SR 58 OVER UNT E. FORK WHITE CREEK
1" = 10'
B-40407 1700012
168
1700012
NA
DHS
JMHJMH
DHS
1" = 30'
12+
00
13+
00
14+
00
15+
00
16+
00
17+
00
18+
00
19+
00
CL
SR 58
Sec. 17, T-8-N, R-5-E
Ohio Township
Bartholomew County
JUDITH ANN STRAHL
STEVEN R. FOLEY
ROBERT O. & MARY E. SIMPSONCHERYL L. MURPHY
GARY D. &
LOT 1 LOT 2
R SIMPSON ADMINISTRATIVE SUBDIVISION
Electric Line Easement
Gas Line Easement
N 83°26'16" E
JULIE A. SIMPSON
ROBERT D. &
+17.68, Lt. 42.53',
Tree
+14.91, Lt. 28.87',
Bush
+97.32, Lt. 32.42',
Benchmark
+97.37, Lt. 32.40', P
wp.
+89.55, Lt. 25.60',
Contr.Pt.
+26.34, Lt. 31.10',
Bush
+76.78, Lt. 27.33',
Bush
+71.91, Lt. 32.84', P
wp.
+66.77, Lt. 0.99',
Road N
ail
+71.50, Lt. 66.05', Post
+70.84, Lt. 32.30',
Benchmark
+70.78, Lt. 32.28', P
wp.
+42.24, Lt. 31.56', P
wp.
+67.99, Lt. 26.72',
Contr.Pt.
+84.82, Rt. 32.73', P
wp.
+28.43, Rt. 29.60', P
wp.
+25.40, Rt. 63.19',
Guy Wire
+25.06, Rt. 68.49',
Guy Wire
+25.03, Rt. 74.43',
Guy Wire
+24.03, Rt. 79.26',
Guy Wire
+94.97, Rt. 28.79',
Guy Wire
+89.83, Rt. 29.44',
Guy Wire
+84.94, Rt. 29.14',
Guy Wire
+80.71, Rt. 28.54',
Guy Wire
+68.12, Rt. 16.91',
Mailb
ox
+17.66, Rt. 49.44',
Tree
+03.26, Rt. 17.52',
Mailb
ox
+01.70, Rt. 17.62',
Mailb
ox
+31.12, Lt. 34.79',
Bush
630
635
625
620
610
605
645
650
655
12+00 13+00 15+00 16+00 17+00 18+00
605
19+00
LINE "A" to be constructed.
described from LINE "A"
All R/W and existing topography
665
660
615
640
630
635
625
620
610
645
650
655
665
660
615
640
14+00
62
63
64
TBM #1
17
App. P L
App. P L
App. P L
Ex. R/W Ex. R/W
Ex. R/WEx. R/W
Section Line21App.
Section Line21App.
Section Line21App.
Section Line21App.
VC = 220'
El. = 637.01
PVI Sta. 16+25
+56.3
3
+06.3
3
+93.8
3
+37.5
8
+87.5
8
Guardrail Req'd, Rt.
LEGEND
TBM #2
OO
Str. 11
Str. 10
Construction Limits
Limits
Construction
Limits
Construction
Construction Limits
Milling, Surface
165 lbs/syd QC/QA-HMA, 2, 64, Surface, 9.5 mm on
Surface on Transition Milling
Subgrade Treatment, Type IC
660 lbs/syd QC/QA-HMA, 2, 64, Base, 19.0 mm on
275 lbs/syd QC/QA-HMA, 2, 64, Intermediate, 19.0 mm on
165 lbs/syd QC/QA-HMA, 2, 64, Surface, 9.5 mm on
Full Depth HMA for Shoulders
Subgrade Treatment, Type IC
660 lbs/syd QC/QA-HMA, 2, 64, Base, 19.0 mm on
275 lbs/syd QC/QA-HMA, 2, 64, Intermediate, 19.0 mm on
165 lbs/syd QC/QA-HMA, 2, 64, Surface, 9.5 mm on
Full Depth HMA Pavement
26
OK
J
R
* Note to Reviewer: Legend to be updated after the completion of the pavement design
Guardrail End Treatment, OS
Guardrail, MGS W-Beam, 6'-3" Spacing
Guardrail, MGS, Long Span, Type 1
LEGEND
Skew: 16° Rt.
Sta 15+19.64 "A"
Structure No. 1
45' R/W
45' R/W
Line "A"
Monument Type B, Req'd
Sta. 14+50.00 "A"
Begin Project
N 166,668.17, E 746,505.91
Sta. 18+00.00 "A"
End Incidental Construction
Monument Type B, Req'd
Sta. 17+00.00 "A"
End Project
Seed Mixture, R
Compacted Aggregate, No. 53
45'
+00
45'
+00
45'
+00
45'
+00
Type 3
45' of 12" Pipe,
Str. 11
Project limits
Full Depth PavementTransition Milling Transition Milling
BENCHMARK DATA
639.83'
Benchmark Nail in S Face of Pwp., Sta. 16+70.73, 32.23' Lt., Elev. TBM #2
Elev. 641.20'
Benchmark Nail in S Face of Pwp. #63-43-04, Sta. 13+97.32, 32.42' Lt., TBM #1
surface of said S.R. 58.
Wesr of I-65, 18-feet north the centerline of said S.R. 58, level with the
wingwall of the S.R. 58 bridge over UNT East Fork White River, 1.95 miles
State Highway Commission Benchmark is located on the northwest F-2
Existing Grade
Sump El. = 630.40
Flow Line El. = 631.40
Low Structure El. = 634.3
Q100 El. = 632.64 El. 632.77
+45
El. 641.17
+00
El. 632.15
+13
El. 638.70
+00
El. 637.20
+31
El. 632.82
+33
El. 634.68
+26
El. 634.77
+43El. 635.68
+39
El. 635.41
+30
-0.88%3.00%
-0.91%
3.50%
2.38%
5.75%
Grade of V-Ditch, Lt. Grade of V-Ditch, Lt.
(Plotted 15-ft Below Datum)
Grade of V-Ditch, Rt.
(Plotted 15-ft Below Datum)
Grade of V-Ditch, Rt.
150' of Incidental Construction 100' of Incidental Construction
El. 6
36.4
9
Sta. 14+
50 "
A"
Begin Project
El. 6
39.4
0
Sta. 17+
00 "
A"
End Project
Proposed Profile Line "A"
50'-0"43'-9"87'-6"50'-0"
62 646364
W = 24'
Class V Drive Req'd. Lt.
+49.0
W = 10'
Class II Drive Req'd. Lt.
+88.2
Sec. 17, T-8-N, R-5-E
Ohio Township
Bartholomew County
2626
Line "A"
RRKKK
OO
2626262626
RRR
2626
JJ
N 166,611.09, E 746,009.17
Sta. 13+00.00 "A"
Begin Incidental Construction
(Ex. 21.3')
+50
(Ex. 18.7')
+50
(Ex. 18.7')
+00
(Ex. 21.3')
+50
Type 3
25' of 15" Pipe,
Str. 10
14" CMP
14" CMP
PPST
24" TULIP POPLAR
16" CMP16" CMP
MB
RNSURVEY NAIL (-0.1')
MB MB
12" CMP
RB-0PSSA
10" APPLE
BM BM
14" CMP
RB-0PSSA
0'
620
625
630
635
640
25'50'75'100' 25' 50' 75' 100'
640
635
630
625
620
630
635
625
615
610
645
650
655
665
660
620
640
18+00
630
635
625
615
610
645
650
655
665
660
620
640
605 605
13+00 14+00 15+00 16+00 17+00
3.08%
0.30%
638.5
637.6
636.9
636.5
636.4
636.4
636.3
636.7
637.7
639.3
640.8
642.8
644.8
636.4
9
636.6
4
636.8
6
637.3
9
638.2
4
639.4
0
640.8
6
EXISTING STRUCTURE
HYDRAULIC DATA
13+
00
14+
00
15+
00
16+
00
17+
00
18+
00
19+
00
CL
SR 58
Sec. 17, T-8-N, R-5-E
Ohio Township
Bartholomew County
Sec. 17, T-8-N, R-5-E
Ohio Township
Bartholomew County
JUDITH ANN STRAHL
STEVEN R. FOLEYROBERT O. & MARY E. SIMPSON
LOT 1
LOT 2
R SIMPSON ADMINISTRATIVE SUBDIVISION
Electric Line Easement
Gas Line Easement
N 83°26'16" E
JULIE A. SIMPSON
ROBERT D. &
TBM #1
17
App. P L
App. P L
App. P L
Ex. R/W Ex. R/W
Ex. R/WEx. R/W
45' R/W
45' R/W
Section Line21App.
Section Line21App.
Section Line21App.
Section Line21App.
Line "A"
Line "A"
Proposed Profile Grade Line "A"Existing Grade
STREAM PROFILE
EARTHWORK BALANCE
Line "A"
100'-0" of Incidental Construction150'-0" of Incidental Construction
El. 6
36.4
9
14+
50.0
0 "
A"
Begin Project
El. 6
39.4
0
17+
00.0
0 "
A"
End Project
+14
+25
Downstream Upstream
45' R/W
45' R/W
from Line "A". Line "A" to be constructed.
All R/W and existing topography described
VC = 220'-0"
El. = 637.01
PVI Sta. 16+25.00 "A"
BARTHOLOMEW COUNTY
SR 58 OVER UNT TO EAST FORK WHITE RIVER
SUMP: 1'-0", CLEAR HEIGHT: 3'-0", LENGTH: 50'-6"
SKEW: 16° 41' 49.86" RT., RISE: 4'-0",
SPAN: 9'-0"
REINFORCED CONCRETE BOX CULVERT
104 CYS
541 CYS
437 CYS
=
=
=
Waste
Common Excavation
Fill + 25%
ft. in length. Existing structure is to be removed.
culvert with a 3.0 ft. opening that is approximately 22.0
unknown construction date. The structure has an 8.0 ft.
reinforced concrete culvert that was installed at an
The existing structure (CV 058-003-120.30) is a
Construction Limits
Construction Limits
Limits
Construction
Limits
Construction
over 57.0 Sys Geotextile, Type 1A
38.0 Tons Revetment Riprap
Ex. R/W
+00
Ex. R/W
+00
45'
+50
Ex. R/W
+50
Ex. R/W
+50
45'
+50
45'
+00
45'
+00
2.03
2.03
5.62
6.26
1.08
1.22
633.72
12
3.6
634.80
632.64
74.64
70.40
ft./sec.
ft./sec.
ft./sec.
ft./sec.
ft.
ft.
ft.
in.
in.
ft.
ft.
cfs.
Acres.
Proposed
Existing
Natural Channel Velocity @ Q50
Proposed
Existing
Outlet Velocity @ Q50
Proposed
Existing
Backwater
Q100 Headwater Elevation
Proposed
Existing
Sump Depth
Elevation
Design Roadway Serviceability
Q100 Water Surface Elevation
Q100 Discharge
Drainage Area
Wetland
Wetland
S:\
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Layout.dgn
DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
LAYOUT
SR 58 OVER UNT E. FORK WHITE CREEK
1" = 10'
B-40407 1700012
169
1700012
NA
DHS
JMHJMH
DHS
1" = 30'
5/8/2
020
2:3
7:1
7 P
MDanielS
h
TBM #2
Sta. 17+00.00 "A"
End Project
Sta. 13+00.00 "A"
Begin Incidental Construction
Sta. 14+50.00 "A"
Begin Project
Sta. 18+00.00 "A"
End Incidental Construction
Skew: 16° Rt.
Sta 15+19.64 "A"
Structure No. 1
W = 10'
Class II Drive Req'd. Lt.
W = 10'
Class V Drive Req'd. Lt.
Structure Limits
Sump El. = 630.40
Flow Line El. = 631.40
Low Structure El. = 634.3
Q100 El. = 632.64
Sump El. = 630.40
Flow Line El. = 631.40
Low Structure El. = 634.3
Q100 El. = 632.64
+88.2
+49.0
GENERAL NOTES
fy = 60,000 psiReinforcing Steel (Grade 60)
f'c = 4,000 psiClass C Concrete
f'c = 3,000 psiClass B Concrete
f'c = 3,500 psiClass A Concrete
DESIGN STRENGTH DESIGN DATA
subsequent interim specifications.
AASHTO LRFD Bridge Design Specifications, Sixth Edition, and all
Live Load: Designed for HL-93 loading, in accordance with the
structure.
Standard Specification 714 for box culverts or 723 for three-sided
Wingwalls and headwalls shall be designed in accordance with
Line "A"
UNT to East Fork White Creek
Line"A"1
4
155°0'0"
74°1
8'10.14"
Shldr.
2'-0"
Lane
10'-0"
Lane
10'-0"
Shldr.
4'-0"
9'-0"
50'-6"
Out-to-O
ut
Copin
g
Sta. 15+19.64
50.5 Lft Box Culvert
Bottom of Pavement
Exisiting Profile Grade
(Typ.)
1'-6"
Slump El. = 630.40
Flowline El. = 631.40
Q100 El. = 632.64
Su
mp
1'-0"
9'-0"
50'-6" Out-to-Out Coping
Section "A-A" (Transverse)
"A"
PLAN
Proposed Profile Grade
50.5'
10:1 Max10:1 Max2:1
2:1
6:1
6:1
20.6
4'
29.8
2'
Structure Backfill, Type 5
12" Class B Concrete
6" Compacted Aggregate No.8
to bottom of pavement
Structure Backfill, Type 5
Flowline El. = 631.40
Slump El. = 630.40
Q100 El. = 632.64
Compacted Aggregate #53Compacted Aggregate #53
Elevation
Profile Grade
Seeding
4'-0"
" = 1'-0"83Scale:
" = 1'-0"41Scale:
over Geotextile, Type 1A
Revetment Riprap
"874'-1
"8510'-4
"8510'-4
"16152'-0
BARTHOLOMEW COUNTY
SR 58 OVER UNT TO EAST FORK WHITE RIVER
SUMP: 1'-0", CLEAR HEIGHT: 3'-0", LENGTH: 50'-6"
SKEW: 16° 41' 49.86" RT., RISE: 4'-0",
SPAN: 9'-0"
REINFORCED CONCRETE BOX CULVERT
12" Headwall
Low Str. El. = 634.40
5/8/2
020
2:3
7:1
8 P
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14\Dra
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AD\Micros\Pla
ns\S
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General Pla
n.d
gn
DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
GENERAL PLAN - STRUCTURE DETAILS
SR 58 OVER UNT E. FORK WHITE CREEK
NA
B-40407 1700012
1610
1700012
NA
DHS
JMHJMH
DHS
3/16" = 1'-0"
155°0'0"
135°0'0"
135°0'0
"
FOUNDATION DESIGN
Friction factor between footer, foundation soil (f)
Cohesion of foundation soil (C)
Adhesion of foundation soil (Ca)
Factored Bearing Resistance
Nominal Bearing Resistance
Resistance factor ( )
Friction angle between wingwall and soil backfill ( )
Angle of internal friction of foundation soil ( ) 120
2,400
2,400
0.34
20°
16,555 psf
0.45
7,450 psf
presence of highly fractured limestone.
the Project Engineer for the structure foundation due to
Up to 12" of Class B concrete may be used at the discretion of
accordance with the special provisions.
Waterproofing membrane shall be installed on the structure in
opening size) shall override shown dimension.
Manufacturer's dimensions for pre-cast structures (except
appropriate sump depth.
Contractor shall verify the existing flowline elevation to set the
substitued.
with a 12-ft skewed span and a 4-ft high opening may be
structure shown. An alternate three-sided arch-topped structure
span and a 4-ft high opening may be substituted for the
An alternate three-sided flat-top structure with an 12-ft skewed
(Typ.)
Geotextiles for Riprap, Type 1A
Revetment Riprap on
OHWM = 631.57
WING LENGTH "L" AREA
"A"
"B"
"C"
"D"
636.40
633.24
633.19
633.40
WINGWALL TABLE
6'-0"
7'-0"
8'-0"
31.0 Sft.
30.8 Sft.
36.0 Sft.
27.0 Sft.
TOP ELEV 2TOP ELEV 1
1
1
1'-6"
Structure Backfill, Type 5
Not to Scale
Earth Cover (Typ.)
1'-0" Min.
4:1 Max. Rd
wy.
req'd to resist wall movement
Provide 2" x 6" keyway when
Front Face of Wingwall
WINGWALL BACKFILL
OHWM El. 631.57
Varies
3'-0"
Low Str. El. = 634.40
Headwall El. = 636.40
ELEVATION
636.40
636.40
636.40
Wingwall "D"
Wingwall "C"
Wingwall "A"
Wingwall "B"
7'-0"
633.39 OHWM El. = 631.57
(Typ.)Top El. 2
(Typ.)Top El. 1
"A"
East Fork W
hite Cre
ek
Flo
w Direction U
NT to
East Fork W
hite Cre
ek
Flo
w Direction U
NT to
1'-6"
OHWM El. 631.57
8'-0
"
7'-0"
6'-0
"
7'-
0"
LOCATION
WID
TH
LE
NG
TH
RA
DII GRADE EXCAVATION
LBS PER SYD
REMARKS
1 2
% %
CUT FILL
CYS CYSSYS SYS SYSFT FT FT FT FT TONS TONS EACH CYS TONS
OR CLASS)
(APPROACH TYPE
DESCRIPTION
R/W/LIN
E
BE
YO
ND
DIS
TA
NC
E
BASE
AG
GR
EG
ATE
CO
MP
AC
TE
D
BEYOND R/W LINE
SURFACE
AT D
RIV
E
CLE
AR Z
ON
E
HM
A
PC
CP
DEPTH
TONS TONS
NO. 53
AGGREGATE
COMPACTED
NO. 73
AGGREGATE
COMPACTED
LFT
PAVEMENT QUANTITIES AND APPROACH TABLE
SYS SYS
TOTAL
275 660
TYPE I
C
TR
EA
TM
EN
T
SU
BG
RA
DE
QC/QA-HMA
LFT SYS
CO
AT
TA
CK
SYS
IN
21
ASP
HA
LT, 1
MIL
LIN
G,
CO
RR
UG
ATIO
NS
MIL
LE
D H
MA
TE
RMIN
AL J
OIN
T
GUARDRAIL SUMMARY TABLE
________FT. SP
A.
SH
OP C
UR
VE
D A
T
LOCATION
FROM STATION TO STATION
RIG
HT
EACH
LEFT
ME
DIA
N L
EFT
ME
DIA
N RIG
HT
EACH EACH TYPE EACH TYPE EACH
CURVED W-BEAM GUARDRAIL SYSTEM
REMARKS
GU
AR
DR
AIL
NESTIN
G
FLA
RE R
ATE
GU
AR
DR
AIL
SYSTEM
TERMINAL
SYSTEM
CONNECTOR
RE
MO
VE
GU
AR
DR
AIL
RESET
GU
AR
DR
AIL
AT 6 F
T 3 I
N. SP
A.
ST
AN
DA
RD P
OST
AT 3 F
T 1.5 I
N. SP
A.
ST
AN
DA
RD P
OST
AT 6 F
T 3 I
N. SP
A.
DO
UBLE F
AC
ED
AT 3 F
T 1.5 I
N. SP
A.
DO
UBLE F
AC
ED
LFT LFT LFT LFT LFT LFT EACH
TYPE T
PF-1
TR
AN
SITIO
N
GU
AR
DR
AIL
TYPE O
S
EN
D T
RE
AT
ME
NT
GU
AR
DR
AIL
LFT LFT EACH EACH
TYPE _
___
ATTE
NU
AT
OR
IMP
AC
T
TYPE _
___
ATTE
NU
AT
OR
IMP
AC
T
TOTALS
TIE B
ARS
RET
RO
FIT
TE
D
LFT
SA
WC
UT
RE
MO
VA
L
PA
VE
ME
NT
19.0 m
m
INTE
RM
D,
2, 64,
19.0
mm
BASE,
2, 64,
TONS
165
9.5 m
m
SU
RF
AC
E,
2, 64,
CYS
PC
CP
SU
BB
ASE F
OR
W/O C
UR
B
TR
AN
SITIO
N
LOCATION
STATION
LEFT
RIG
HT
CR
OSS SIZE
LE
NG
TH
SKE
W
FT
CO
VE
R
FLOW LINE
ELEV. ELEV. EA. TYPE SLOPE
REMARKS
INCHES LFT TONS
PIP
E T
YPE
SE
RVIC
E LIF
E
YR.
pH
TYPE EA. TYPE SLOPE EA.
NU
MBE
R
ST
RU
CT
UR
ESTREAM
UP
STREAM
DOWN
RIP
RAP
RE
VET
ME
NT
SE
CTIO
N
PIP
E E
ND
SECTION
BOX END
GRATED
TO S
TR.
CO
NN
EC
T
THICKNESS AS SHOWN BELOW ARE TO BE USED.
* IF CONTRACTOR ELECTS TO USE METAL PIPE,
STRUCTURE
SPECIALITY
CATCH BASIN, OR
MANHOLE, INLET,
DESIG
NA
TIO
N
SIT
E
MET
HO
D
BA
CKFIL
L
SECTION
END
METAL
SAFETY
SYS
DEPTH
MGS GUARDRAIL LENGTH
STRUCTURE DATA
EACH
TR
AN
SITIO
N
GU
AR
DR
AIL H
EIG
HT
* Do not install RPM's on bridge deck and approach slabs
LOCATION
LINE, PAINT
4 IN.
YELLOW
SOLID
FT FT FT EACH
4 IN.
YELLOW
BROKEN
4 IN.
WHITE
SOLID
MARKER*
PAVEMENT
RAISED
SNOWPLOWABLE
PAVEMENT MARKINGS TABLE
SPACING
REMOVE
80'
EACH
SPACING
80'
INSTALL
TOTAL
1
10
LINE "A"
5/8/2
020
2:3
7:1
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Misc T
ables.d
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
MISCELLANEOUS TABLES
SR 58 OVER UNT E. FORK WHITE CREEK
NA
B-40407 1700012
1611
1700012
NA
DHS
JMHJMH
DHS
NA
11
Sta. 15+19.64 "A"
Sta. 14+88.20 "A"
Sta. 17+49.00 "A"
X
X
X
9' x 4'
15"
12"
CONCRETE BOX 50.5 74.3 1.25 631.40 631.40 50
3
3
25.0'
45.0'
75
75
2
2
BA
CKFIL
L
ST
RU
CT
UR
E
CYS
2
2
5
Line "A"
Sta. 14+88.20 "A"
Sta. 17+49.00 "A" V
II 10'
24'
35'
23'
25/15
25/15
X X
Sta. 13+56.33 "A" Sta. 15+87.58 "A" X 43.75
LO
NG S
PA
N,
TYPE 1
87.5 2 120
67 52
TYPE 1
A
FO
R RIP
RAP,
GE
OTE
XTIL
ES
73
4.00%
4.00%
0.40%
-6.62%
X X X
XX X
XX X
X X X X X
XX
XX
MONUMENT TABLE
STATION OFFSET MONUMENT
14+50 "A" 0.0' Type B
17+00 "A"
0.0'
Type B
900 900
900 900
2
2
STATION
R/W MARKER TABLE
OFFSET
12+50.00 "A" Ex. R/W Lt.
13+50.00 "A" 45.00' Lt.
17+00.00 "A"
18+00.00 "A"
12+50.00 "A" Ex. R/W Rt.
45.00' Rt.13+50.00 "A"
17+00.00 "A"
18+00.00 "A"
45.00' Lt.
Ex. R/W Lt.
45.00' Rt.
Ex. R/W Rt.
5/8/2
020
2:3
7:1
9 P
MDanielS
h\\strand.c
om\projects\C
OL\4
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060\3
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AD\Micros\Pla
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ections.d
gn
DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
1" = 5'
B-40407 1700012
1612
1700012
NA
DHS
JMHJMH
DHS
1" = 5'
CROSS SECTIONS
630
635
640
645
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 12+50
630
635
640
6450 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
630
635
640
645
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 13+00
630
635
640
6450 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
625
630
635
640
645
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 13+50
625
630
635
640
6450 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 12+50 "A" TO STA. 13+50 "A"
STA. 13+00, LINE "A"
BEGIN INCIDENTAL CONSTRUCTION631.0
R/WPr. R/WPr.
R/WPr.
R/WPr.
R/WPr.
R/WPr.
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W Ex.
R/W
638.5
637.6
636.9
636.8
8
Ac = 0.0 SFT
Ac = 0.0 SFT
Ac = 43.6 SFT
Vc = 0 CYS
Vc = 0 CYS
Vc = 40 CYS
Af = 0.0 SFT
Af = 0.0 SFT
Af = 6.0 SFT
Vf = 0 CYS
Vf = 0 CYS
Vf = 6 CYS
4:1
3:14:1
6:1 6:16:1
and will be submitted with Stage 3.
OFZ. A Level 2 Design Exception is required
Non-Traversable Ditch (3:1 Slope) is within
5/8/2
020
2:3
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AD\Micros\Pla
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
1" = 5'
B-40407 1700012
1613
1700012
NA
DHS
JMHJMH
DHS
1" = 5'
CROSS SECTIONS
625
630
635
640
645
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 14+00
625
630
635
640
6450 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
625
630
635
640
645
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 14+50
625
630
635
640
6450 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
625
630
635
640
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 14+88
625
630
635
6400 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 14+00 "A" TO STA. 14+88 "A"
STA. 14+50, LINE "A"
BEGIN PROJECT
CLASS II DRIVE, LEFTSta. 14+88.24 "A"
Class II Drive Req'd.
10'-0" V.C.
R/WPr.
R/WPr.
R/WPr.
R/WPr.
R/WPr.
R/WPr.
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
636.5
636.4
636.4
636.6
0636.4
9636.6
0
Ac = 94.1 SFT
Ac = 49.9 SFT
Ac = 15.5 SFT
Vc = 127 CYS
Vc = 133 CYS
Vc = 46 CYS
Af = 3.7 SFT
Af = 20.7 SFT
Af = 23.7 SFT
Vf = 9 CYS
Vf = 23 CYS
Vf = 31 CYS
3:1
3:1 4:16:1 6:1
3:1 4:1 2:1
3:1
4:1
2:1
4%4%0.40%
5/8/2
020
2:3
7:2
0 P
MDanielS
h\\strand.c
om\projects\C
OL\4
000--4099\4
060\3
14\Dra
win
gs\C
AD\Micros\Pla
ns\Cross S
ections.d
gn
DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
1" = 5'
B-40407 1700012
1614
1700012
NA
DHS
JMHJMH
DHS
1" = 5'
CROSS SECTIONS
625
630
635
640
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 15+00
625
630
635
6400 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
625
630
635
640
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 15+20
625
630
635
6400 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
625
630
635
640
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 15+50
625
630
635
6400 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
630
635
640
645
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 16+00
630
635
640
6450 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 15+00 "A" TO STA. 16+00 "A"
623.0
R/WPr.
R/WPr.
R/WPr.
R/WPr.
R/WPr. R/WPr.
R/WPr.
R/WPr.
Ex.
R/W
Ex.
R/W
Ex.
R/W Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
636.4
636.4
636.3
636.7
636.6
4636.7
0636.8
6637.3
9
Ac = 19.5 SFT
Ac = 11.1 SFT
Ac = 8.2 SFT
Ac = 9.6 SFT
Vc = 8 CYS
Vc = 11 CYS
Vc = 11 CYS
Vc = 16 CYS
Af = 27.9 SFT
Af = 41.7 SFT
Af = 51.5 SFT
Af = 42.1 SFT
Vf = 11 CYS
Vf = 26 CYS
Vf = 52 CYS
Vf = 87 CYS
3:1
4:1 2:1
6:1
5:1
2:1
6:12:1
6:1
6:16:1
3:1
5/8/2
020
2:3
7:2
0 P
MDanielS
h\\strand.c
om\projects\C
OL\4
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060\3
14\Dra
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gs\C
AD\Micros\Pla
ns\Cross S
ections.d
gn
DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
1" = 5'
B-40407 1700012
1615
1700012
NA
DHS
JMHJMH
DHS
1" = 5'
CROSS SECTIONS
630
635
640
645
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 16+50
630
635
640
6450 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
630
635
640
645
650
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 17+00
630
635
640
645
6500 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 16+50 "A" TO STA. 17+49 "A"
STA. 17+00, LINE "A"
END PROJECT
R/WPr.
R/WPr.
R/WPr.
R/WPr.
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
637.7
639.3
638.2
4639.3
5
Ac = 43.1 SFT
Ac = 28.3 SFT
Vc = 49 CYS
Vc = 66 CYS
Af = 20.3 SFT
Af = 13.8 SFT
Vf = 58 CYS
Vf = 32 CYS
3:16:1
3:16:1
6:13:1
3:1
5/8/2
020
2:3
7:2
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DEPARTMENT OF TRANSPORTATIONINDIANA
SHEETS
of
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT NO. PROJECT NO.
DESIGNATION NO.
BRIDGE FILE NO.
SURVEY BOOK NO.
1" = 5'
B-40407 1700012
1616
1700012
NA
DHS
JMHJMH
DHS
1" = 5'
CROSS SECTIONS
635
640
645
650
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 17+50
635
640
645
6500 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
635
640
645
650
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 18+00
635
640
645
6500 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
635
640
645
650
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 18+50
635
640
645
6500 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
STA. 17+50 "A" TO STA. 18+50 "A"
STA. 18+00, LINE "A"
END INCIDENTAL CONSTRUCTION
R/WPr. R/WPr.
R/WPr.
R/WPr.
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W
Ex.
R/W Ex.
R/W
640.8
642.8
640.8
4642.8
2
Sta. 17+48.96 "A"
Class V Drive Req'd.
10'-0" V.C.
CLASS V DRIVE, LEFT
Ac = 1.4 SFT
Ac = 2.2 SFT
Ac = 0.0 SFT
Vc = 27 CYS
Vc = 3 CYS
Vc = 2 CYS
Af = 1.8 SFT
Af = 0.0 SFT
Af = 0.0 SFT
Vf = 14 CYS
Vf = 2 CYS
Vf = 0 CYS
3:1
3:13:1
4%-6.62%