ROAD PLANS. 1700012 Stage 2 Plans...CULVERT ASSET ID CV 058-003-120.30 0.047 ROAD PLANS DESIGNATION PROJECT DESCRIPTION KIN PROJECT INFORMATION 1700171 1701428 1701431 1700012 1600503

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


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


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


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


ATTN: Doug Prather

(812) 342-4421

Columbus, IN 47201

4735 W Carlos Folger Drive

Southwestern Bartholomew Water Corp.


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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FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


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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FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


DESIGNATION NO.

BRIDGE FILE NO.

SURVEY BOOK NO.

TYPICAL CROSS SECTION


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


Full Depth HMA Pavement

Compacted Aggregate No. 53





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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HORIZONTAL SCALE

VERTICAL SCALE


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.



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



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



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


OHIO TOWNSHIP

BARTHOLOMEW COUNTY


OHIO TOWNSHIP

BARTHOLOMEW COUNTY


OHIO TOWNSHIP

BARTHOLOMEW COUNTY

SCALE: 1" = 40'

0' 40'20'

106

166

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VERTICAL SCALE


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


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)


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



300 EASTING:

NORTHING:

745,711.1468

166,576.7439

SET AT GRADE


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


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)


SE COR, SECTION 17, T-8-N, R-5-E

DRIVEWAY

CR 4

00 W

A

B

C

D

SET AT GRADE



GR

AV

EL

SR 58

101 EASTING:

NORTHING:

748,766.7120

169,614.2963

(-0.1' BELOW GRADE)


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


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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CHECKED:

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DESIGNATION NO.

BRIDGE FILE NO.

SURVEY BOOK NO.

PLAT NO. 1

NA

B-40407 1700012

167

1700012

NA

DHS

JMHJMH

DHS

1" = 40'


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


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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DESIGNATION NO.

BRIDGE FILE NO.

SURVEY BOOK NO.

PLAN AND PROFILE


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



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


Surface on Transition Milling





Full Depth HMA for Shoulders





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"


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'


+49.0

W = 10'


+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"


(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


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



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

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DESIGNATION NO.

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SURVEY BOOK NO.

LAYOUT


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"


Sta. 14+50.00 "A"

Begin Project

Sta. 18+00.00 "A"


Skew: 16° Rt.

Sta 15+19.64 "A"

Structure No. 1

W = 10'


W = 10'


Structure Limits

Sump El. = 630.40



Q100 El. = 632.64

Sump El. = 630.40



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


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

MDanielS

hS:\

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DESIGNATION NO.

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SURVEY BOOK NO.

GENERAL PLAN - STRUCTURE DETAILS


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"


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

8 P

MDanielS

h\\strand.c

om\projects\C

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060\3

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win

gs\C

AD\Micros\Pla

ns\S

ht_

Misc T

ables.d

gn


SHEETS

of

FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


DESIGNATION NO.

BRIDGE FILE NO.

SURVEY BOOK NO.

MISCELLANEOUS TABLES


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

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000--4099\4

060\3

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win

gs\C

AD\Micros\Pla

ns\Cross S

ections.d

gn


SHEETS

of

FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


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

7:2

0 P

MDanielS

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060\3

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ections.d

gn


SHEETS

of

FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


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"


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

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OL\4

000--4099\4

060\3

14\Dra

win

gs\C

AD\Micros\Pla

ns\Cross S

ections.d

gn


SHEETS

of

FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


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

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060\3

14\Dra

win

gs\C

AD\Micros\Pla

ns\Cross S

ections.d

gn


SHEETS

of

FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


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"


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

1 P

MDanielS

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000--4099\4

060\3

14\Dra

win

gs\C

AD\Micros\Pla

ns\Cross S

ections.d

gn


SHEETS

of

FOR APPROVAL

RECOMMENDED


CHECKED:

DRAWN:

CHECKED:

DESIGNED:

HORIZONTAL SCALE

VERTICAL SCALE


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"


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%