B08_-_Attachment_3_-_Design.pdf

PDF 34 MB Posted Jun 26, 2025

Attached to: Bridge Construction - Nulhegan Basin NWR, Vermont Federal contract opportunity
Solicitation number: 140FC325R0015
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Jun 26, 2025

This file is a detailed design document for the North Branch Bridge Replacement project located at the Nulhegan Basin National Wildlife Refuge in Vermont. The comprehensive design set includes 23 technical drawing sheets covering site location, survey information, existing conditions, proposed plans, grading, erosion control, bridge plans, abutment details, structural framing, deck specifications, and timber railing layouts. The drawings were prepared by MJ Engineering and Land Surveying, P.C. for Contract No. 140F0822D0268, with professional engineering certification by Michael D. Panichelli.

The design documents provide extensive technical specifications for a bridge construction project, including detailed civil engineering plans, structural calculations, load tables, moment and shear diagrams, camber tables, and construction sequencing notes. The drawings include precise measurements for roadway sections, abutment reinforcements, girder elevations, deck laminations, and bridge railing details. The technical drawings demonstrate a comprehensive approach to bridge design, addressing structural integrity, load capacities, environmental considerations, and compliance with engineering standards.

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Other files attached to Bridge Construction - Nulhegan Basin NWR, Vermont, newest first.
File	Type	Posted
Sol_140FC325R0015_Amd_0002.pdf	PDF	Aug 1, 2025
Attachment_1-(Change)_SOW_NWR_North_Branch_Bridge_Replacement_0002.pdf	PDF	Aug 1, 2025
Sol_140FC325R0015_Amd_0001.pdf	PDF	Jun 30, 2025
Sol_140FC325R0015.pdf	PDF	Jun 26, 2025
B08_-_Attachment_2_-_Specification.pdf	PDF	Jun 26, 2025
B08_-_Attachment_1_-_SOW_-_NWR_-_North_Branch_Bridge_Replacementv2.pdf	PDF	Jun 26, 2025

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SITE LOCATION MAP

NOT TO SCALE

DRAWING INDEX

DRAWING SHEET TITLE

G-001 01 COVER PAGE AND DRAWING INDEX

C-001 02 GENERAL NOTES AND LEGENDS

C-002 03 SURVEY CONTROL INFORMATION

C-010 04 STAGING AND WORK ZONE PLAN

C-100 05 EXISTING CONDITIONS PLAN

C-110 06 REMOVALS PLAN

C-120 07 PROPOSED PLAN

C-130 08 GRADING AND EROSION CONTROL PLAN

C-200 09 PROFILE AND ROADWAY TYPICAL SECTIONS

C-500 10 DETAILS

ST-01 11 BRIDGE PLAN AND ELEVATION

ST-02 12 TYPICAL SECTION

ST-03 13 BORING LOCATION PLAN AND SUBSURFACE BORING LOGS

ST-04 14 EXCAVATION AND EMBANKMENT PLAN AND SECTIONS

ST-05 15 BEGIN ABUTMENT PLAN AND ELEVATION

ST-06 16 BEGIN ABUTMENT REINFORCEMENT

ST-07 17 END ABUTMENT PLAN AND ELEVATION

ST-08 18 END ABUTMENT REINFORCEMENT

ST-09 19 INTEGRAL ABUTMENTS TYPICAL SECTIONS AND DETAILS

ST-10 20 FRAMING PLAN AND GIRDER DETAILS

ST-11 21 DESIGN TABLES AND DECK DETAILS

ST-12 22 TIMBER RAILING LAYOUT AND DETAILS (1 OF 2)

ST-13 23 TIMBER RAILING DETAILS (2 OF 2)

PREPARED FOR:

REGIONAL MAP

NOT TO SCALE

NULHEGAN BASIN NWR, VERMONT

CONTRACT NO.

140F0822D0268

PREPARED BY:

PROJECT SITE

PROJECT LOCATION

NORTH BRANCH

BRIDGE REPLACEMENT

CONSTRUCTION DOCUMENTS (BID DOCUMENTS)

COST CONSULTANTS

CIVIL ENGINEER

TROPHY POINT, LLC

347 WEST 36TH STREET, SUITE 1101

NEW YORK, NY 10018

Engineering and

Land Surveying, P.C.

MJ ENGINEERING AND LAND SURVEYING, P.C.

21 CORPORATE DRIVE

CLIFTON PARK, NY 12065

VERMONT

CANADA

NEW HAMPSHIRE

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ATE OF VERMONT

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GENERAL NOTES:

REMOVAL NOTES:

DRAINAGE NOTES:

LANDSCAPE DEVELOPMENT NOTES:

CONSTRUCTION SEQUENCING NOTES:

STRUCTURAL GENERAL NOTES:

FOUNDATION NOTES:

FOUNDATION NOTES (CONTINUED):

STREAM PROTECTION NOTES:

COFFERDAM NOTES:

SUPERSTRUCTURE NOTES:

STEEL ERECTION NOTES:

EXISTING STRUCTURE REMOVAL NOTES:

PROPOSED LEGEND:

EXISTING LEGEND:

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050' 100'100'

NOTES:

LEGEND:

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R T

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U L H

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A N

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05' 10'10'

NOTES:

LEGEND:

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REMOVAL NOTES:

REMOVALS LEGEND:

REMOVAL KEYED NOTES:

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05' 10'10'

PROPOSED LEGEND:

NOTES:

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05' 10'10'

REMOVALS LEGEND:

EROSION AND SEDIMENT CONTROL NOTES:

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TYPICAL SECTION NOTES:

FOUR MILE ROAD RECONSTRUCTION

FOUR MILE ROAD - PROFILE

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GENERAL NOTES:

TRENCHING & ANCHORING PROCEDURE NOTES:

EROSION CONTROL BLANKET INSTALLATION

"BOTTOM OF SLOPE TERMINATION"

SIDE SEAM OVERLAP

TOP OF SLOPE TRENCH

END ROLL OVERLAP

GRAVEL ROADWAY SECTION

SINGLE POST SIGN MOUNTING

NOTES:

SILT FENCE INSTALLATION

SECTION

PERSPECTIVE VIEW

TOPSOIL, SEED AND MULCH

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PLAN

05' 10'10'

ELEVATION SECTION A-A

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TYPICAL SECTION

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LEGEND:

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05' 10'10'

SLOPE PROTECTION DETAIL (SECTION A-A)

NOTES:

SECTION B-B

PLAN

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BEGIN ABUTMENT PLAN

BEGIN ABUTMENT ELEVATION

NOTES:

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END REINFORCEMENT DETAIL

(TYPICAL BOTH ENDS)

Engineering and

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REINFORCEMENT PLAN - LOWER STEM

REINFORCEMENT PLAN - UPPER STEM

FRONT FACE REINFORCEMENT ELEVATION

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END ABUTMENT PLAN

END ABUTMENT ELEVATION

NOTES:

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END REINFORCEMENT DETAIL

(TYPICAL BOTH ENDS)

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REINFORCEMENT PLAN - LOWER STEM

REINFORCEMENT PLAN - UPPER STEM

FRONT FACE REINFORCEMENT ELEVATION

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NOTES:

NOTE:

WATERSTOP NOTES

CROSS-SECTION AT ROCKET SOCKET

(SECTION D-D)

DRILLED PILE CROSS-SECTION

(SECTION C-C)

Engineering and

Land Surveying, P.C.

ABUTMENT SECTION

KEYWAY DETAIL

TYPE D WATERSTOP

WINGWALL SECTION

CHAMFER DETAIL

PILE DETAIL

REINFORCEMENT AT PILES

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INTERIOR GIRDER

CONNECTION

SECTION A-A

NOTES:

Engineering and

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02.5' 5'5'

FRAMING PLAN

GIRDER ELEVATION

INTERMEDIATE DIAPHRAGM - TYPE D1

TYPICAL GIRDER ELEVATION

PLAN WOOD BLOCK

SECTION C-C

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SIDE VIEW OF DECK LAMINATIONS

LAYOUT OF DECK LAMINATIONS

DECK LAMINATION NOTES:

NAILING CLIP TYPE 1

MOMENT AND SHEAR TABLE NOTES:

CAMBER TABLE NOTES:

DESIGN LOAD TABLE

UNIT

EXT. GIRDER INT. GIRDER

(kip/ft) (kip/ft)

DECK 0.098 0.116

GIRDER 0.247 0.247

DIAPHRAGMS 0.008 0.016

RAILINGS 0.110 0.000

WEARING

SURFACE 0.024 0.029

UTILITIES 0.000 0.000

TOTAL 0.487 0.408

DESIGN LOAD TABLE NOTE:

CAMBER DIAGRAM - SINGLE SPAN

MOMENT AND SHEAR

TABLE

c OF

BRGS.

BEG.

ABUT.

0.1 L1 0.2 L1 0.3 L1 0.4 L1 0.5 L1 0.6 L1 0.7 L1 0.8 L1 0.9 L1 c OF

BRGS.

END

ABUT.

GIRDER

D.L.

MOMENT 0.00 79.46 141.41 185.83 212.32 221.08 212.32 185.83 141.41 79.46 0.00

SHEAR 16.04 12.86 9.67 6.48 3.19 0.00 -3.19 -6.48 -9.67 -12.86 -16.04

HL93 (+)

MOMENT 0.00 159.96 277.64 353.04 396.26 402.25 396.26 353.04 277.64 159.96 0.00

SHEAR 32.93 28.55 24.29 20.14 16.12 12.25 9.15 6.48 3.93 1.50 0.00

HL93 (-)

MOMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SHEAR 0.00 -1.50 -3.93 -6.48 -9.15 -12.25 -16.12 -20.14 -24.29 -28.55 -32.93

GIRDER

D.L.

MOMENT 0.00 53.88 96.07 126.55 144.51 150.36 144.51 126.55 96.07 53.88 0.00

SHEAR 10.86 8.73 6.61 4.48 2.13 0.00 -2.13 -4.48 -6.61 -8.73 -10.86

HL93 (+)

MOMENT 0.00 217.88 378.16 480.86 539.73 547.88 539.73 480.86 378.16 217.88 0.00

SHEAR 44.85 38.88 33.08 27.44 21.96 16.68 12.47 8.83 5.35 2.05 0.00

HL93 (-)

MOMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SHEAR 0.00 -2.05 -5.35 -8.83 -12.47 -16.68 -21.96 -27.44 -33.08 -38.88 -44.85

GIRDER

D.L.

MOMENT 0.00 53.88 96.07 126.55 144.51 150.36 144.51 126.55 96.07 53.88 0.00

SHEAR 10.86 8.73 6.61 4.48 2.13 0.00 -2.13 -4.48 -6.61 -8.73 -10.86

HL93 (+)

MOMENT 0.00 217.88 378.16 480.86 539.73 547.88 539.73 480.86 378.16 217.88 0.00

SHEAR 44.85 38.88 33.08 27.44 21.96 16.68 12.47 8.83 5.35 2.05 0.00

HL93 (-)

MOMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SHEAR 0.00 -2.05 -5.35 -8.83 -12.47 -16.68 -21.96 -27.44 -33.08 -38.88 -44.85

GIRDER

D.L.

MOMENT 0.00 53.88 96.07 126.55 144.51 150.36 144.51 126.55 96.07 53.88 0.00

SHEAR 10.86 8.73 6.61 4.48 2.13 0.00 -2.13 -4.48 -6.61 -8.73 -10.86

HL93 (+)

MOMENT 0.00 217.88 378.16 480.86 539.73 547.88 539.73 480.86 378.16 217.88 0.00

SHEAR 44.85 38.88 33.08 27.44 21.96 16.68 12.47 8.83 5.35 2.05 0.00

HL93 (-)

MOMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SHEAR 0.00 -2.05 -5.35 -8.83 -12.47 -16.68 -21.96 -27.44 -33.08 -38.88 -44.85

GIRDER

D.L.

MOMENT 0.00 79.46 141.41 185.83 212.32 221.08 212.32 185.83 141.41 79.46 0.00

SHEAR 16.04 12.86 9.67 6.48 3.19 0.00 -3.19 -6.48 -9.67 -12.86 -16.04

HL93 (+)

MOMENT 0.00 159.96 277.64 353.04 396.26 402.25 396.26 353.04 277.64 159.96 0.00

SHEAR 32.93 28.55 24.29 20.14 16.12 12.25 9.15 6.48 3.93 1.50 0.00

HL93 (-)

MOMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SHEAR 0.00 -1.50 -3.93 -6.48 -9.15 -12.25 -16.12 -20.14 -24.29 -28.55 -32.93

CAMBER TABLE

c OF

BRGS.

BEGIN

ABUT.

0.1 L1 0.2 L1 0.3 L1 0.4 L1 0.5 L1 0.6 L1 0.7 L1 0.8 L1 0.9 L1 c OF

BREGS.

END

ABUT.

GIRDER

I. STEEL D.L. (ft) 0.00 0.01 0.01 0.01 0.02 0.02 0.02 0.01 0.01 0.01 0.00 II. DECK D.L. (ft) 0.00 0.01 0.02 0.02 0.03 0.03 0.03 0.02 0.02 0.01 0.00

III. SUPERIMPOSED D.L. (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

IV. VERTICAL CURVE (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL = I+II+III+IV (ft) 0.00 0.01 0.03 0.04 0.04 0.05 0.04 0.04 0.03 0.01 0.00

GIRDER

I. STEEL D.L. (ft) 0.00 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.00 II. DECK D.L. (ft) 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00

III. SUPERIMPOSED D.L. (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

IV. VERTICAL CURVE (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL = I+II+III+IV (ft) 0.00 0.01 0.02 0.03 0.03 0.03 0.03 0.03 0.02 0.01 0.00

GIRDER

I. STEEL D.L. (ft) 0.00 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.00 II. DECK D.L. (ft) 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00

III. SUPERIMPOSED D.L. (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

IV. VERTICAL CURVE (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL = I+II+III+IV (ft) 0.00 0.01 0.02 0.03 0.03 0.03 0.03 0.03 0.02 0.01 0.00

GIRDER

I. STEEL D.L. (ft) 0.00 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.00 II. DECK D.L. (ft) 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00

III. SUPERIMPOSED D.L. (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

IV. VERTICAL CURVE (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL = I+II+III+IV (ft) 0.00 0.01 0.02 0.03 0.03 0.03 0.03 0.03 0.02 0.01 0.00

GIRDER

I. STEEL D.L. (ft) 0.00 0.01 0.01 0.01 0.02 0.02 0.02 0.01 0.01 0.01 0.00 II. DECK D.L. (ft) 0.00 0.01 0.02 0.02 0.03 0.03 0.03 0.02 0.02 0.01 0.00

III. SUPERIMPOSED D.L. (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

IV. VERTICAL CURVE (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL = I+II+III+IV (ft) 0.00 0.01 0.03 0.04 0.04 0.05 0.04 0.04 0.03 0.01 0.00

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BRIDGE RAILING LAYOUT

BRIDGE RAILING END VIEW (SECTION A-A)

BRIDGE RAILING FRONT VIEW

BRIDGE RAILING BACK VIEW

BRIDGE RAILING END VIEW (SECTION B-B)

BRIDGE RAILING (SECTION C-C)

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FRONT VIEW PLAN VIEW STEEL SPLICE PLATE

PLAN VIEW FRONT VIEW STEEL CURB SPLICE CONNECTOR

CURB RAIL PREP.

Engineering and

Land Surveying, P.C.

TIMBER RAIL SPLICE DETAILS

CURB SPLICE DETAILS

CURB RAIL PREP.

SCUPPER BLOCK

DECK PREP.

ANGLE

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COVER

C-001

C-002

C-010

C-100

C-110

C-120

C-130

C-200

C-500

ST-01

ST-02

ST-03

ST-04

ST-05

ST-06

ST-07

ST-08

ST-09

ST-10

ST-11

ST-12

ST-13

File details come from the government source that posted it. Updated Jun 26, 2025.