Project Information

Bid Title

GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY Addendum 1

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Apr 7, 2026

Closing Date

Apr 22, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

DB00627

POC

GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY

• DB00627 ADDENDUM.pdf
  Doc. Type:
  Addendum
  Description: GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY POC
• DB00627 GEOTECHNICAL REPORT.pdf
  Doc. Type:
  Contract Information
  Description: GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY POC
• DB00627 INVITATION.pdf
  Doc. Type:
  Invitation to Bid
  Description: GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY POC
• DB00627 PLANS.pdf
  Doc. Type:
  Plans
  Description: GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY POC
• DB00627 PROPOSAL.pdf
  Doc. Type:
  Proposals
  Description: GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY POC

Attachment Preview

JOSH STEIN

GOVERNOR

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

DANIEL H. JOHNSON

SECRETARY

April 7, 2026

CONTRACT:

WBS ELEMENT:

COUNTY:

ROUTE:

DESCRIPTION:

DB00627

BP2.R022.3

CRAVEN

SR 1465 (BEAVER DAM ROAD)

GRADING, DRAINAGE, PAVING, AND STRUCTURE OF

BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER

DAM ROAD) IN CRAVEN COUNTY

ADDENDUM 1

TO:

PROSPECTIVE BIDDERS

Please note the following revisions to the proposal.

• Revised of plan pages 1A, 4, and S-13 dated April 6, 2026.

Please replace the plan sheets that were included in the original plans with the attached

pages.

Please make sure to sign the addendum page in the proposal to acknowledge this

addendum.

Sincerely,

Mary Voelker Moore, PE

Division Contract Engineer

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

DIVISION 2

PROJECT DEVELOPMENT GROUP

GREENVILLE, NC 27834

Telephone: (252) 439-2828

Customer Service: 1-877-368-4968

Website: www.ncdot.gov

Location:

1037 W.H. SMITH BLVD.

GREENVILLE, NC 27834

cc: Ms. Catherine Hossack, PE

Ms. Heather C. Lane, PE

Mr. Casey Whitley, PE

Mr. Aaron Bullard, PE

Mr. Jordan Scott, PE

Mr. Stanley Harrell

Docusign Envelope ID: 73463215-CFBC-439B-9016-537757D85505

PROJECT REFERENCE NO.

BP2-R022

SHEET NO.

1A

ROADWAY DESIGN

ENGINEER

ORTHFECSASRIOONLIN

SEAL

044511

ENG INEER

4/6/2M02.6 KO RTO

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

8521 SIX FORKS ROAD, SUITE 400

RALEIGH, NC 27615

NC FIRM LICENSE No: F-0493

INDEX OF SHEETS

GENERAL NOTES

SHEET NUMBER

SHEET

1

TITLE SHEET

1A

INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS

1B

CONVENTIONAL SYMBOLS

2A-1

PAVEMENT SCHEDULE AND TYPICAL SECTIONS

2C-1 THRU 2C-2

METHOD OF PIPE INSTALLATION

2C-3 THRU 2C-4

GUARDRAIL PLACEMENT

2C-5

RAISED PAVEMENT MARKERS

2D-1

MODIFIED CONCRETE FLUME

3B-1

EARTHWORK SUMMARY, SUMMARY OF PAVEMENT REMOVAL,

SHOULDER BERM GUTTER SUMMARY,SUMMARY OF DRAINAGE QUANTITIES,

SUMMARY OF GUARDRAIL,

3G-1

GEOTECHNICAL SUMMARIES

4

PLAN SHEET

5

PROFILE SHEET

RW01 THRU RW04

SURVEY CONTROL, EXISITNG CENTERLINES, RIGHT OF WAY,

EASEMENT, AND PROPERTY TIES

TMP-1 THRU TMP-2

TRANSPORTATION MANAGEMENT PLANS

EC-1 THRU EC-5

EROSION CONTROL PLANS

RF-1

REFORESTATION PLANS

X-1

CROSS-SECTION INDEX

X-1A

CROSS-SECTION SUMMARY

X-2 THRU X-9

CROSS-SECTIONS

S-1 THRU S-25

STRUCTURE PLANS

SN

STRUCTURE STANDARD NOTES SHEET

GENERAL NOTES:

2024 SPECIFICATIONS

EFFECTIVE:

01-16-2024

REVISED:

GRADE LINE:

GRADING AND SURFACING:

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE

ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.

CLEARING:

CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY

METHOD II.

SUPERELEVATION:

ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH

STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.

SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL

SECTIONS.

SHOULDER CONSTRUCTION:

ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF

SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01

SUBSURFACE DRAINS:

SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT

LOCATIONS DIRECTED BY THE ENGINEER.

GUARDRAIL:

THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING

CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT

WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.

SUBSURFACE PLANS:

SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT.

END BENTS:

THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-

SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION

APPROACHING A BRIDGE.

RIGHT-OF-WAY MARKERS:

ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.

STANDARD DRAWINGS

2024 ROADWAY ENGLISH STANDARD DRAWINGS

EFF. 08-11-2025

REV. 11-26-2025

The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards

and Development Unit - N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024

are applicable to this project and by reference hereby are considered a part of these plans:

STD.NO.

TITLE

DIVISION 2 - EARTHWORK

200.02 Method of Clearing - Method II

225.02 Guide for Grading Subgrade - Secondary and Local

225.04 Method of Obtaining Superelevation - Two Lane Pavement

DIVISION 3 - PIPE CULVERTS

300.01 Method of Pipe Installation (Use Details in Lieu of Standards for Sheets 1 and 2 of 2)

DIVISION 4 - MAJOR STRUCTURES

423.01 Bridge Approach Fills - Type 1 Approach Fill for Bridge Abutment

DIVISION 5 - SUBGRADE, BASES AND SHOULDERS

560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I

DIVISION 8 - INCIDENTALS

815.02 Subsurface Drain

838.27 Reinforced Concrete Endwall - for Single 60" Pipe 90 Skew

838.45 Notes for Reinforced Concrete Endwall - Std. Dwg 838.21 thru 838.40

838.57 Reinforced Brick Endwall - for Single 60" Pipe 90 Skew

838.75 Notes for Reinforced Brick Endwall - Std. Dwg 838.51 thru 838.70

838.80 Precast Endwalls - 12" thru 72" Pipe 90 Skew

840.00 Concrete Base Pad for Drainage Structures

840.29 Frames and Narrow Slot Flat Grates

840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates

840.46 Traffic Bearing Precast Drainage Structure

846.04 Drop Inlet Installation in Shoulder Berm Gutter

862.01 Guardrail Placement (Use Details in Lieu of Standards for Sheets 4, 6)

862.02 Guardrail Installation

862.03 Structure Anchor Units

876.02 Guide for Rip Rap at Pipe Outlets

Docusign Envelope ID: 73463215-CFBC-439B-9016-537757D85505

-L- CURVE DATA

PI Sta 11+16.85

D

PI Sta 16+90.84

D

L = 233.68'

T = 116.85'

R = 6,872.18'

SE = EXIST

RO = N/A

L = 226.41'

T = 113.21'

R = 8,226.47'

SE = EXIST

RO = N/A

-DRW2- CURVE DATA

PI Sta 10+54.72

D

PI Sta 11+14.19

D

L = 57.82'

T = 34.55'

R = 42.00'

L = 60.57'

T = 36.19'

R = 44.00'

-DRW1- CURVE DATA

PI Sta 10+38.26

D

PI Sta 11+23.76

D

L = 26.71'

T = 13.82'

R = 42.00'

L = 28.91'

T = 15.06'

R = 42.00'

POT Sta. 11+41.51

END CONSTRUCTION

-DRW1- POT Sta. 11+38.00

PT Sta. 11+37.62

NAD 83 NA 2011

KENNETH M. SODERSTROM

AND WIFE,

AMY G. SODERSTROM

DB 2734 PG 220

3

2

-L- +48.00

129.00' LT

-L- +69.00

128.00' LT

SHADE A. BLAND

AND WIFE

EST 1 TON CL B RIP RAP

SHARON M. BLAND

EST 5 SY GEOTEXTILE

DB 3052 PG 590

MCF

-L- +10.00

-L- +45.00

41.00' LT

45.00' LT

EIP

30.00' LT

39.00' LT

PC Sta. 11+08.70

-L- +45.00

50.00' LT

30.00' LT

BEGIN PROJECT

-L- STA. 11+70.00

1

SANDRA R. JONES

DB 1447 PG 0866

-L- +81.00

49.00' LT

30.00' LT

EXI STI NG R/W

-L- +90.00

41.00' LT

30.00' LT

EST 1 TON CL B RIP RAP

EST 5 SY GEOTEXTILE

WOODS

MCF

F

F

REBAR

GREU TL-3

8: 1

30.00' LT

END APPROACH SLAB

-L- STA. 14+70.13

END BRIDGE

-L- STA. 14+59.25

-L- +50.00

49.00' LT

39.00' LT

0401

TYPE-III

F

WD

WW

SEATC =22.1 5'

EXI ST

07 07

F 0606

F

0505

04

04

0303

EIP +93.40

02

02

F

01

F

00

0404

GATE

I NV=9.62'36"CMP

01

02

I NV=1 0.51 '

02

REMOVE

TYPE-III WD

F

0102

F

SEAT=22.1 6C 'WW

BL-3AT-100 01

8: 1 005005

PT Sta. 10+51.15

PC Sta. 10+24.44

60" ALT w/ HW

WOODS

20'

F TYP.

-L- POT Sta. 15+13.70 =

-DRW1- POT Sta. 10+00.00

-DRW2- POT Sta. 10+00.00

EXI STI NG R/W

REBAR

PC Sta.

TO NC 1 1 8

SR 1 465 (BEAVER DAM RD)-

20'BST

8: 1

0405

GREU TL-3 TB2GI

10+00.00

EXI STI NG R/W

F

F

BP2R022-2

-L- +87.00

39.00' RT

30.00' RT

15" ALT

0406

-L- +95.00

45.00' RT

39.00' RT

WOODS

PT Sta. 12+33.68

30.00' RT

BEGIN APPROACH SLAB

SBG FROM 12+96 TO 13+06 -L- LT & RT

SBG FROM 14+70 TO 14+88 -L- LT & RT

-L- STA. 13+05.88

EST 1 TON CL B RIP RAP

EST 5 SY GEOTEXTILE

SHADE A. BLAND

AND WIFE

SHARON M. BLAND

DB 3379 PG 638

4

BEGIN BRIDGE

-L- STA. 13+16.75

-L- +20.00

45.00' RT

39.00' RT

30.00' RT

-L-

WD

WW

SEAT=C22.18'

F

TYPE-III

1 42. 5'

0402

0403

SEAC T=22.16'

WD

WW

8: 10000500005+16.27

F

0101

F

TYPE-III

0202

INV=14.93'

INV=14.88'

AT-142"CMPREMOVE

0407

C -DRW2- BMC1

+25.00G02A02TE

0101

F

C

MCF

EXI ST

EST 1 TON CL B RIP RAP

EST 5 SY GEOTEXTILE

PRC Sta. 10+78.00

-L- +34.00

107.00' RT

39.00' RT

-L- +00.00

110.00' RT

END CONSTRUCTION

-DRW2- PT Sta. 11+35.00

PT Sta. 11+38.57

400.00'

-L- +64.00

400'P DC RAH I N,ASGLE2E0A0S-ECMENT

48.00' RT

30.00' RT

KENNETH M. SODERSTROM

AND WIFE,

AMY G. SODERSTROM

DB 2734 PG 220

RIP RAP CLASS II

3

SR 1931 (BEAVER DAM RD) - 20' BST

EXI STI NG R/W

PC Sta. 15+77.63

TO CLAYROOT

BL-4

WOODS

PC Sta. 10+20.17

42" ALT

-L- +44.00

48.00' RT

30.00' RT

PAULINE M. AMABILE

AND HUSBAND

JOHN J. AMABILE

DB 250 PG 814

****************************************

BM1

ELEVATION = 24.952'

N 587562

E 2518614

BL STA 15+61.05 OFFSET 69.84' RT

RAILROAD SPIKE IN BASE OF 16.5" GUM

****************************************

STRUCTURES PAY ITEM

PT Sta. 18+04.04

END PROJECT

-L- STA. 16+10.00

PROJECT REFERENCE NO.

BP2-R022

R/W SHEET NO.

ROADWAY DESIGN

ENGINEER

SHEET NO.

4

HYDRAULICS

ENGINEER

ORTHFECSASRIOONLIN

SEAL

044511

ENG INEER

4/6/20M26. KO RTO

ORTHFECSASRIOONLIN

SEAL

049764

4/6A/N2E0DN2EG6RINRE.ERVIN

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

8521 SIX FORKS ROAD, SUITE 400

RALEIGH, NC 27615

NC FIRM LICENSE No: F-0493

KENNETH M. SODERSTROM

AND WIFE,

AMY G. SODERSTROM

FOR -L- PROFILE SEE SHEET 5

FOR -DRW1- PROFILE SEE SHEET 5

FOR -DRW2- PROFILE SEE SHEET 5

NOTE: EXISTING HORIZONTAL ALIGNMENT WAS USED

NOTE: 25' OF SHOP CURVED GUARDRAIL WAS USED

NOTE:-DRW2- SUPERS TO AVOI D POOLI NG ON THE ACCESS ROAD

NOTE: EXISTING GATES FOR DRIVEWAYS TO BE RESET.

PLACE GATES APPROXI MATELY30'OFF THE PROPOSED

EOT.

FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-25

Docusign Envelope ID: 73463215-CFBC-439B-9016-537757D85505

BILL OF MATERIAL FOR ONE

35' CORED SLAB UNIT

BAR

B21

NUMBER SIZE

6

#4

TYPE

STR

EXTERIOR UNIT

LENGTH

WEIGHT

12'-9"

51

INTERIOR UNIT

LENGTH

WEIGHT

12'-9"

51

S10

8

#5

S11

74

#4

* S12

44

#5

S14

4

#4

S15

4

#5

3

4'-9"

40

3

5'-10"

288

1

5'-7"

256

3

5'-7"

15

3

7'-1"

30

4'-9"

5'-10"

5'-7"

7'-1"

40

288

15

30

REINFORCING STEEL

LBS.

* EPOXY COATED

REINFORCING STEEL

LBS.

5000 P.S.I. CONCRETE CU. YDS.

0.6" • L.R. STRANDS

No.

424

256

6.1

11

424

6.1

11

BAR

B22

BILL OF MATERIAL FOR ONE

40' CORED SLAB UNIT

NUMBER SIZE

6

#4

TYPE

STR

EXTERIOR UNIT

LENGTH WEIGHT

14'-6"

58

INTERIOR UNIT

LENGTH WEIGHT

14'-6"

58

S10

8

#5

S11

84

#4

* S12

49

#5

S14

4

#4

S15

4

#5

3

4'-9"

3

5'-10"

1

5'-7"

3

5'-7"

3

7'-1"

40

327

285

15

30

4'-9"

5'-10"

5'-7"

7'-1"

40

327

15

30

REINFORCING STEEL

LBS.

* EPOXY COATED

REINFORCING STEEL

LBS.

5000 P.S.I. CONCRETE CU. YDS.

0.6" • L.R. STRANDS

No.

470

285

6.9

11

470

6.9

11

BAR

B23

BILL OF MATERIAL FOR ONE

65' CORED SLAB UNIT

NUMBER SIZE

6

#4

TYPE

STR

EXTERIOR UNIT

LENGTH WEIGHT

22'-10"

92

INTERIOR UNIT

LENGTH WEIGHT

22'-10"

92

S10

8

#5

S11

134

#4

* S12

74

#5

S14

4

#4

S15

4

#5

3

4'-9"

3

5'-10"

1

5'-7"

3

5'-7"

3

7'-1"

40

522

431

15

30

4'-9"

5'-10"

5'-7"

7'-1"

40

522

15

30

REINFORCING STEEL

LBS.

* EPOXY COATED

REINFORCING STEEL

LBS.

6000 P.S.I. CONCRETE CU. YDS.

0.6" • L.R. STRANDS

No.

699

431

11.0

24

699

11.0

24

BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL

BAR

BARS PER PAIR OF EXTERIOR UNITS

35' UNIT

TOTAL NO. SIZE TYPE LENGTH WEIGHT

* B24

60

60

#5

STR

11'-4"

709

* S13

88

88

#5

2

7'-2"

658

* EPOXY COATED REINFORCING STEEL

CLASS AA CONCRETE

TOTAL VERTICAL CONCRETE BARRIER RAIL

LBS.

CU.YDS.

LN. FT.

1367

9.1

70.13

BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL

BAR

BARS PER PAIR OF EXTERIOR UNITS

40' UNIT

TOTAL NO. SIZE TYPE LENGTH WEIGHT

* B25

60

60

#5

STR

13'-0"

814

* S13

98

98

#5

2

7'-2"

733

* EPOXY COATED REINFORCING STEEL

CLASS AA CONCRETE

TOTAL VERTICAL CONCRETE BARRIER RAIL

LBS.

CU.YDS.

LN. FT.

1547

10.4

80.25

BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL

BAR

BARS PER PAIR OF EXTERIOR UNITS

65' UNIT

TOTAL NO. SIZE TYPE LENGTH WEIGHT

* B26

60

60

#5

STR

21'-3"

1330

* S13

148

148

#5

2

7'-2"

1106

* EPOXY COATED REINFORCING STEEL

CLASS AA CONCRETE

TOTAL VERTICAL CONCRETE BARRIER RAIL

LBS.

CU.YDS.

LN. FT.

2436

16.8

130.13

DEAD LOAD DEFLECTION AND CAMBER

3'-0" x 2'-0"

35' CORED SLAB UNIT

0.6" • L.R.

STRAND

CAMBER ( SLAB ALONE IN PLACE )

…"

DEFLECTION DUE TO

**

SUPERIMPOSED DEAD LOAD

ˆ"

FINAL CAMBER

** INCLUDES FUTURE WEARING SURFACE

Š"

DEAD LOAD DEFLECTION AND CAMBER

40' CORED SLAB UNIT

3'-0" x 2'-0"

0.6" • L.R.

STRAND

CAMBER ( SLAB ALONE IN PLACE )

‹"

DEFLECTION DUE TO

**

SUPERIMPOSED DEAD LOAD

„"

FINAL CAMBER

** INCLUDES FUTURE WEARING SURFACE

Š"

DEAD LOAD DEFLECTION AND CAMBER

65' CORED SLAB UNIT

3'-0" x 2'-0"

0.6" • L.R.

STRAND

CAMBER ( SLAB ALONE IN PLACE )

1‡"

DEFLECTION DUE TO

**

SUPERIMPOSED DEAD LOAD

•"

FINAL CAMBER

1…"

** INCLUDES FUTURE WEARING SURFACE

DRAWN BY :

M. R. ACOSTA

CHECKED BY :

T. R. LAWS

DESIGN ENGINEER OF RECORD:

M. R. ACOSTA

DATE : 08/2023

DATE : 08/2023

DATE : 03/2026

4/6/2026

X:\P\1034045005_Div 2 LIBR Bridge 240043\Design\Structures\CAD\401_025_BP2.R022_SMU_CS_S-13_240043.dgn

AcostaM

CONCRETE RELEASE STRENGTH

UNIT

35' & 40' UNITS

65' UNITS

PSI

4000

4800

BAR TYPES

7"

6"

CORED SLABS REQUIRED

NUMBER LENGTH TOTAL LENGTH

35' UNIT

EXTERIOR C.S. 2

35'-0"

70'-0"

INTERIOR C.S. 8

35'-0"

280'-0"

TOTAL

10

35'-0"

350'-0"

40' UNIT

EXTERIOR C.S. 2

40'-0"

80'-0"

INTERIOR C.S. 8

40'-0"

320'-0"

TOTAL

10

40'-0"

400'-0"

65' UNIT

EXTERIOR C.S. 2

65'-0"

130'-0"

INTERIOR C.S. 8

65'-0"

520'-0"

TOTAL

10

65'-0"

650'-0"

GRADE 270 STRANDS

AREA

( SQUARE INCHES )

ULTIMATE STRENGTH

( LBS. PER STRAND )

APPLIED PRESTRESS

( LBS. PER STRAND )

0.6" • L.R.

0.217

58,600

43,950

"

8‚

1

6"

2

7ƒ"

S15 1'-8•"

S14 2'-7"

S11 2'-8"

S10 1'-9"

3

ALL BAR DIMENSIONS ARE OUT TO OUT

GUTTERLINE ASPHALT THICKNESS & RAIL HEIGHT

ASPHALT OVERLAY THICKNESS

@ MID-SPAN

RAIL HEIGHT

@ MID-SPAN

35' UNITS

40' UNITS

65' UNITS

2Ž"

2Ž"

1ƒ"

3'-8Ž"

3'-8Ž"

3'-7ƒ"

ORTHFECSASRIOONLIN

SEAL

052672

TTHEENWG

INEER

R. ACO

4/6/2026

PROJECT NO. BP2-R022

CRAVEN/PITT COUNTY

STATION: 13+88.00 -L-

SHEET 6 OF 6

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

3'-0" X 2'-0"

PRESTRESSED CONCRETE

CORED SLAB UNIT

RS&H Architects-Engineers-Planners, Inc.

DOCUMENT NOT CONSIDERED

FINAL UNLESS ALL

SIGNATURES COMPLETED

8521 Six Forks Road, Suite 400

Raleigh, NC 27615

919-926-4100 FAX 919-846-9080

www.rsandh.com

North Carolina License Nos. 50073 * F-0493 * C-28

NO.

1

2

BY:

REVISIONS

DATE:

NO.

3

4

BY:

DATE:

SHEET NO.

S-13

TOTAL

SHEETS

25

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction

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