Drawings.pdf

PDF 7 MB Posted Jan 25, 2010

Attached to: RECOVERY: HISTORIC RED BRIDGE REHABILITATION CHEQUAMEGON- NICOLET NATIONAL FOREST
Solicitation number: AG-4419-S-10-0230
Issued by: Department of Agriculture Forest Service Washington Office Economic Recovery Operations Center East

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File	Type	Posted
Red Bridge Specs.pdf	PDF	Jan 25, 2010
DBA.pdf	PDF	Jan 25, 2010
SF 1442 Cover Pg.pdf	PDF	Jan 25, 2010
SF 1442 Cont 0230.docx	DOCX document	Jan 25, 2010

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G100

KJS

CHEQUAMEGON-NICOLET NATIONAL FOREST

FOREST COUNTY, WISCONSIN

US DEPARTMENT OF AGRICULTURE

FOREST SERVICE

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0 100 200 miles

PROJECT

LOCATION

NICOLET

WHITE MOUNTAIN

GREEN MOUNTAIN

WAYNE

MONONGAHELA

ALLEGHENY

MANISTEE

HURON

HIAWATHA

OTTAWA

CHEQUAMEGON

SUPERIORCHIPPEWA

HOOSIER

SHAWNEE

MARK TWAIN

FINGER LAKES

LONG ISLAND

LAKE ONTARIO

LAKE ERIE

L A

K E

H U

R O

L A K E S U P E R I OR

N A

G I

H C

I M

E K

A L

N A

G I

H C

N E

R S

E Y

N A

E C

VIRGINIA

HAMPSHIRE

NEW

MARYLAND

D E

A R

RICONNECTICUT

MASSACHUSETTS

VERMONT

MAINE

NEW YORK

PENNSYLVANIA

WEST

OHIOINDIANA

ILLINOIS

WISCONSIN

MINNESOTA

IOWA

MISSOURI

HISTORIC ARCHITECT

PROJECT LEAD / STRUCTURAL

LHB CORPORATION

DULUTH, MN

21 WEST SUPERIOR ST

SUITE 500

DULUTH, MN, 55802

PHONE: (218) 727-8446

FAX: (218) 727-8456

CHEQUAMEGON BAY ENGINEERING, INC.

ASHLAND, WI

211 6TH STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX: (715) 682-6025

MILWAUKEE, WI

1109 N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX: (414) 258-6154

2. FINAL BRIDGE

LOCATION:

APPROXIMATELY 1 MILE

SOUTH OF ARMSTRONG

CREEK, WI, ON FR2371.

SECTION 36, TOWNSHIP 37

NORTH, RANGE 16 EAST

1. CURRENT BRIDGE

LOCATION:

JAKE STAR RESIDENCE

STAR WELDING

554 US HIGHWAY 8

ARMSTRONG CREEK, WI.

NORTH SIDE OF USH 8 &

APPROXIMATELY 500'

WEST OF HIGHWAY 101

TOWNSHIP

SUPERVISOR DATE

DESIGNER

STRUCTURAL ENGINEER DATE

FOREST

DISTRICT RANGER DATE

FOREST ENGINEER DATE

FOREST SUPERVISOR DATE

G100 G101 G102

A101 A200

S100 S101 S200 S201 S202 S203

TITLE SHEET & PROJECT INFO

SITE PLAN & GENERAL REQUIREMENTS

PROJECT ABBREVIATIONS

BRIDGE PLAN & ELEVATION

ENLARGED GUARDRAIL DETAILS

ESTIMATED QUANTITIES & STEEL SCHEDULE

BRIDGE FRAMING PLAN & ELEVATION

ENLARGED STRUCTURAL DETAILS

BRIDGE LIFTING ELEVATIONS

CONSTRUCTION DRAWINGS

OCTOBER 21, 2009

CIM-0913/0915-9EW-742-0913-02 REDBRIDGE RESTORATION CONSTRUCTION

TELE BOX

HUB 2

76 75

A R M S T R O N G C R E E K

CENTERLINE OF ROADWAY

7776 78 79

P R

T E

D R

PARKING LOT FOR

HISTORICAL RED BRIDGE

INTERPRETIVE AREA

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SCALE: 1" = 60'-0"

PROJECT LOCATION:

APPROXIMATELY 1 MILE SOUTH

OF ARMSTRONG CREEK,

WISCONSIN, ON FR2371.

SECTION 36, TOWNSHIP 37 NORTH,

RANGE 16 EAST

G102

PERPENDICULAR

OWNER INSTALLED

OWNER FURNISHED -

CONTRACTOR INSTALLED

ON CENTER

NOT IN CONTRACT

NOT APPLICABLE

NOT TO SCALE

MULTIPLE

MOUNTED

MOUNTING

MISCELLANEOUS

CONCRETECONC

ADDL ADDITIONAL

ALTERNATE

AMERICAN WOOD

APPROXIMATE

ABOVE FINISH GRADE

AWPA

APPROX

ALT

AFG

ABBREVIATIONS

PROPERTY LINE

CENTERLINE

NUMBER

CAST-IN-PLACE

CONTROL JOINT

CLEARCLR

CIP

BOTTOM OF FOOTING

BOTTOM OF

CENTER TO CENTER

BEARING

BOTTOM

C/C

BOF

BRG

BOT

ANGLE

AND

SYMBOLS

BOARDBD

ELEV ELEVATION

EST

FDN

FIN

FBO

FAB

EXIST

ETR

DIAGONALDIAG

EXPANSION JOINT

DRAWING(S)DWG(S)

EACH

EAST

DTL

DIM

DETAIL(ED)

DIMENSION

DOWN

DEMOLISH, DEMOLITION

DEPARTMENT

CUBIC FOOT (FEET)

CUBIC YARD

DEMO

DEPT

DIA

DBL

DIAMETER

DOUBLE

CUYD

CUFT

FURNISHED BY OTHERS

FINISH(ED)

FOUNDATION

EXISTING TO REMAIN

EXISTING

FABRICATE(D)

ESTIMATE(D)

EACH WAY

GEN

GALV

FTG

INSIDE DIAMETER/DIMENSION

MANUFACTURE(R)

INCH(ES)

MFR

MEDIUM

MAXIMUM

MATERIAL

LINEAR, LINEAL

LINEAL FOOT

LIGHT

LEVEL

POUND(S)

HEIGHT

MAX

MATL

MED

LVL

GENERAL CONTRACTOR

GAUGE

GALVANIZE(D)

GALVANIZED IRON

GENERAL

FOOT, FEET

FOOTING

LB(S)

LIN

OFCI

PERP

PLATE

OFOI

NTS

NIC

N/A

MULT

MTL

MTG

NORTH

METAL

CONTINUOUS

CONTRACT(OR)

CONSTRUCT(ION)

CONTR

CONST

CONT

EQUAL(LY)

ENGINEER(ED)

MISC

MTD

MIN MINIMUM

PREFABRICATE(D)

REVISE(D), REVISION

REINFORCE(D)(ING)

POUNDS PER SQUARE FOOT

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

REQUIREDREQD

REV

REINF

RADIUSRAD

PAVING

PAVEMENT

QUANTITYQTY

PVG

PVMT

PVC

PROJECT(ION)

PREFINISH(ED)

PREPARE

PSF

PSI

PREFIN

PROJ

PREP

POUNDS PER LINEAL FOOT

PAIR

PREFAB

PLF

KJS

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LUMP SUMLS

THOUSAND BOARD FEETMFBM

AASHTO AMERICAN ASSOCIATION OF

STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

PRESERVER'S ASSOCIATION

LOAD & RESISTANCE FACTOR DESIGNLRFD

ALLOWABLE STRESS DESIGNASD

AMERICAN FOREST & PAPERAFPA

ASSOCIATION

AMERICAN SOCIETY FORASTM

TESTING AND MATERIALS

FP-03 STANDARD SPEC. FOR CONST.

OF ROADS & BRIDGES ON FEDERAL

HIGHWAY PROJECTS

FHA FEDERAL HIGHWAY ADMINISTRATION

FBM BOARD FEET

STEEL ANGLE SECTIONL

STRUCTURE, STRUCTURAL

SQUARE FOOT(FEET),

SOUTHS

TOF TOP OF FOOTING

STRUCT

THK

TOB

TEMP

T&B

TEMPORARY

THICK(NESS)

TOP OF BEAM

TOP OF

TOP & BOTTOM

SPEC(S)

SQIN

STD

STL

SQYD

SQFT

SIM

SQUARE INCH(ES)

SQUARE YARD(S)

STANDARD

STEEL

SPECIFICATION(S)

SQUARE

SIMILAR

UNLESS NOTED OTHERWISE

WOOD

WATER RESISTANT

WEIGHTWT

VERTICAL

WITHOUT

WITH

WEST

W/O W/ W

VERT

UNO

SCHED

S/S

SECT

SHT

SCHEDULE

SECTION

STAINLESS STEEL

SHEET

TUBE STEEL

TOP OF WALL

TYPICAL

TOW

TYP

EARTH

CONCRETE

STEEL

WOOD

WOOD BLOCKING

EL. 100'-0"

FLOOR LEVEL

STRUCTURAL GRID

PLAN DETAIL CALLOUT

CROSS SECTION CALLOUT

DETAIL IDENTIFICATION

ELEVATION MARKER

REVISION

TOS TOP OF STEEL

ITEM

NUMBER

ITEM DESCRIPTION PAY UNIT

15101 Mobilization LS

55501 Structural Steel LB

55601 Steel Flat Bars/Hardware for Bridge Railing - Custom LB

56301 Surface Preparation for painting LS

56302 Painting Steel Structure LS

55701 2" Treated Decking MFBM

SPV.001 Removing Pack Rust LS

SPV.002 Moving Red Bridge EA

MEMBER DESCRIPTION

APPROX.

LENGTH

(FT)

NUMBER

REQ'D

WT/FT

WEIGHT

(LBS)

A W8 x 21 , New Approach Stringers 24 12 21 6048

B C8 x 13.7 24 4 13.7 1315

C C6 x 10.5 New exterior Stringers 25 4 10.5 1050

D PL 1/2" x 4.5" New cover plates 16.75 4 7.7 516

E PL 1/2" x 6.5" 13 8 11.9 1238

F C3 x 5 Bracing Channels 2 70 5 700

G C4.5 x 5.4 Railing Posts 4.5 28 5.4 680

H L2 x 2 x 1/4 Top and bottom guard rails 25 16 3.19 1276

Miscellaneous Plates NA NA NA 200

Structural Fasteners - AASHTO M 164 NA 160 NA 32

Miscellaneous Fasteners - Clips/Bolts for Decking NA LS NA 20

Fillet Welds 179 N/A 0.1 18

Railing bars (ITEM 55601) 3.83 800 0.638 1955

13093

3.1

SCHEDULE OF STRUCTURAL STEEL- PAY ITEMS 55501 & 55601

ESTIMATED QUANTITIES

QUANTITY

11138

File details come from the government source that posted it. Updated Nov 14, 2017.