ROAD PLANS . 1700012 Stage 2 Plans... CULVERT ASSET ID CV 058-003-120.30 0.047 ROAD PLANS DESIGNATION

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Text of ROAD PLANS . 1700012 Stage 2 Plans... CULVERT ASSET ID CV 058-003-120.30 0.047 ROAD PLANS...

  • 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

    S :\

    C O

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    5 /8 /2

    0 2 0

    2 :3

    6 :3

    4 P

    M D a n ie lS

    h

    I

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    O

    T

    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

    A T

    I

    N T

    F TR N

    S P

    O R

    T A

    T IO

    N

    NA

    D E

    P R

    M E

    ND I

    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 CULVERT 1 @ 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 PLANS DESIGNATION 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: ccarden@bcremc.com

    ATTN: Colton Carden

    (812) 372-2546

    Columbus, IN 47201

    1697 W. Deaver Road

    Bartholomew Country R.E.M.C.

    EMAIL: tb2932@att.com

    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

    1 6

    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

    1 6

    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

    1 6

    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

    1 6

    203

    A

    B

    C

    D

    ELECTRIC:

    TELEPHONE:

    WATER:

    CABLE:

    5 /8 /2

    0 2 0

    2 :3

    6 :4

    8 P

    M D a n ie lS

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    DEPARTMENT OF TRANSPORTATION INDIANA

    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: dprat@swbwc.com

    ATTN: Doug Prather

    (812) 342-4421

    Columbus, IN 47201

    4735 W Carlos Folger Drive

    Southwestern Bartholomew Water Corp.

    EMAIL: wland@enengineering.com

    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

    5 /8 /2

    0 2 0

    2 :3

    6 :4

    8 P

    M D a n ie lS

    h S :\

    C O

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    0 0 0 -- 4 0 9 9 \4

    0 6 0 \3

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    n s \S

    h t_

    M O

    T .d

    g n

    DEPARTMENT OF TRANSPORTATION INDIANA

    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

    26 Existing 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

    E d g e o f

    T ra

    v e l L a n e

    2:1

    Profile Grade

    2%2%

    J1

    C.L. Roadway, Line "A"

    C.L. Roadway, Line "A" -4.00%

    12'-0"

    Obstruction