FrenchCrCulvertReplacement_Plans 1 .pdf

VICINITY MAP

T3S T4S

KALISPELL

GLASGOW

GREAT FALLS

MISSOULA

HELENA

BILLINGS

HARDIN

BOZEMAN

DILLON

LOCATION MAP

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

GALLATIN NATIONAL FOREST

GALLATIN COUNTY, MONTANA

ROAD AND BRIDGE PLANS FOR:

FRENCH CREEK

CULVERT REPLACEMENT

NFSR 132 MP 7.57

GABION ROCK

& BACKFILL

WEST

YELLOWSTONE

FOREST ENGINEER

REVIEWED:

DATE

GALLATIN NATIONAL FOREST

FOREST SUPERVISOR

APPROVED:

DATE

GALLATIN NATIONAL FOREST

REGIONAL ENGINEER

APPROVED:

DATE

NORTHERN REGION

DISTRICT RANGER

RECOMMENDED:

DATE

BOZEMAN RANGER DISTRICT

DWG. NO. R2160

MATERIAL SOURCES

INDEX TO SHEETS

1 TITLE SHEET

ESTIMATED QUANTITIES & GENERAL NOTES

3 ROAD TYPICAL SECTION & DETAILS

4 - 5 ROAD 132 PLAN & PROFILE

6 ROAD 3108 PLAN & PROFILE

7 STAKING PLAN

8 BRIDGE GENERAL LAYOUT

9 GRADE CONTROL STRUCTURES

10 - 11 FOUNDATION PLAN & DETAILS

12 GABION BASKET DETAILS

13 - 14 ABUTMENT DETAILS

15 - 16 SUPERSTRUCTURE DETAILS

17 CURB DETAILS

XS1 -

XS4

ROAD CROSS SECTIONS

WASTE SITE

BACKFILL (704.03) (see VICINITY MAP)

UNCLASSIFIED BORROW (within 2 miles of site)

RIPRAP (within 2 miles of site)

GABION ROCK (see VICINITY MAP)

CRUSHED AGGREGATE (SURFACING)

T4S T5S

R 5E

R 4E

R 4E

R 3E

NFSR 132 - 7.57

FRENCH CREEK BRIDGE

QUANTITIES & GENERAL NOTES

REGION ONE

CQ = Contract Quantity; AQ= Actual Quantity; LSQ = Lump Sum Quantity

SUMMARY OF ESTIMATED QUANTITIES

ITEM NO. ITEM DESCRIPTION

MEASUREMENT

FRENCH CREEK

BRIDGE

METHOD UNIT

15101 MOBILIZATION

LSQ Lump Sum

15221 CONSTRUCTION SURVEY AND STAKING

LSQ Lump Sum

15713 SOIL EROSION & POLLUTION CONTROL

LSQ Lump Sum

15730 DEWATERING

LSQ Lump Sum

20301 REMOVAL OF EXISTING 18" DIA. CORRUGATED STEEL PIPE

AQ

Each 2

20312

REMOVE, SALVAGE AND RE-INSTALL EXISTING 48" DIA.

CORRUGATED STEEL PIPE

LSQ

LS 1

20434

EMBANKMENT CONSTRUCTION (GOVERNMENT FURNISHED BORROW) LSQ Lump Sum

20806 STRUCTURE EXCAVATION

LSQ Lump Sum

20811

BACKFILL (704.03) (GOVERNMENT FURNISHED) CQ

Cubic Yard 300

25101A

PLACED RIPRAP, CLASS 3, MACHINE PLACED (GOVERNMENT

FURNISHED)

CQ

Cubic Yard 100

25101B

PLACED RIPRAP, CLASS 5, MACHINE PLACED (GOVERNMENT

FURNISHED)

CQ

Cubic Yard 300

25150

GRADE CONTROL STRUCTURES, ROCK WEIR AQ

Each 4

25302

GABIONS, GALVANIZED CQ

Cubic Yard 126

30809

CRUSHED AGGREGATE, SURFACING (CONTRACTOR FURNISHED) CQ

Cubic Yard 200

55301

PRECAST, PRESTRESSED STRUCTURAL CONCRETE MEMBER, DECK

SLAB

AQ

Each 4

553A01A

PRECAST CONCRETE MEMBER, GRADE BEAM AQ

Each 2

553A01B

PRECAST CONCRETE MEMBER, WINGWALL AQ

Each 4

55706

TREATED STRUCTURAL TIMBER, GLUED LAMINATED, CURB LSQ Lump Sum

60202

48" CORRUGATED STEEL PIPE, 0.064" THICK AQ

Linear Foot 10

62201

EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR

HR Hour 16

62202

EQUIPMENT RENTAL, LARGE DUMP TRUCK

HR Hour 16

62503

SEEDING, DRY METHOD (GOVERNMENT FURNISHED SEED) LSQ Lump Sum

62509

MULCHING, DRY METHOD LSQ Lump Sum

63305A

WOOD POSTS, FOR OBJECT MARKERS AQ

Linear Foot 36

63305B

WOOD POSTS, FOR GOVERNMENT-FURNISHED SIGN AQ

Linear Foot 16

63306 OBJECT MARKERS

AQ

Each 4

DESIGN NOTES

GENERAL NOTES

Use BACKFILL meeting the requirement of Subsection 704.03 of the Standard Specifications (FP-03).

ROAD TYPICAL SECTION & DETAILS

REGION ONE

TYPICAL ROAD SECTION

HARDENED SURFACE SECTION

OBJECT MARKER TYPE 3

STA 5+14 CULVERT

NFSR 132

ROAD PLAN & PROFILE

SCALE IN FEET

0 15 30

REGION ONE

F

R

E

N

C

H

C

R

E

E

K

PLAN

LEGEND

NFSR 132

ROAD PLAN & PROFILE

REGION ONE

PLAN

SCALE IN FEET

0 15 30

SECTION

NFSR 3108

ROAD PLAN & PROFILE

SCALE IN FEET

0 15 30

REGION ONE

PLAN

SCALE IN FEET

0 25 50

REGION ONE

F

R

E

N

C

H

C

R

E

E

K

PLAN

NFSR 132 - 7.57

STAKING PLAN

BRIDGE GENERAL LAYOUT

SCALE IN FEET

0 5 10

REGION ONE

F R E N

C H

C R E E K

PLAN

ELEVATION

TYPICAL SECTION

SECTION

SECTION

GRADE CONTROL STRUCTURES

REGION ONE

F

R

E

N

C

H

C

R

E

E

K

ELEVATION

SCALE IN FEET

0 5 10

PLAN

FLOW

ROCK WEIR PLAN

SECTION A-A

F L O

W

NOTE:

SECTION B-B

A A

B

B

FOUNDATION PLAN & DETAILS

SCALE IN FEET

0 5 10

REGION ONE

F R E N

C H

C R E E K

PLAN

SECTION ALONG C/L BEARING:

ABUTMENT NO. 1

UPSTREAM

END

DOWNSTREAM

END

DEWATERING AND SOIL EROSION CONTROL

SECTION ALONG C/L BEARING:

ABUTMENT NO. 2

UPSTREAM

END

DOWNSTREAM

END

FOUNDATION DETAILS

REGION ONE

TYPICAL SECTION

STRUCTURE EXCAVATION NOTES:

STRUCTURE BACKFILL NOTES:

STRUCTURE EXCAVATION AND BACKFILL DETAIL

SOIL EXPLORATION SUMMARY

GABION NOTES

SITE MATERIAL SUMMARY

GABION BASKET DETAILS

REGION ONE

0.150" DIA.

CONNECTING WIRES

TYPICAL ASSEMBLED GABION BASKET

TYPICAL INTERNAL CONNECTING WIRES

TYPICAL INSTALLATION

ALTERNATE TYING FASTENERS

SPIRAL BINDER

OPTIONAL INTERNAL

SECTION

ABUTMENT PLAN

ABUTMENT ELEVATION

B

NFSR 132 - 7.57

FRENCH CREEK BRIDGE

ABUTMENT DETAILS

REGION ONE

WINGWALL DETAIL

A A

SECTION A - A

ELEVATION

A

A

B

B

A

DETAIL

SECTION A - A

A A

B

B

SECTION B - B

B

DETAIL

FOOTNOTE

NFSR 132 - 7.57

FRENCH CREEK BRIDGE

ABUTMENT DETAILS

SUPERSTRUCTURE PLAN

EXTERIOR SLAB

INTERIOR SLAB

PRESTRESSED BEAM NOTES

NFSR 132 - 7.57

FRENCH CREEK BRIDGE

SUPERSTRUCTURE DETAILS

REGION ONE

WELD TIE DETAIL

GROUT KEY

EXTERIOR BEAM PLAN

INTERIOR BEAM PLAN

CURB ATTACHMENT ASSEMBLY

FOOTNOTE

GUARD ANGLE DETAIL

NFSR 132 - 7.57

FRENCH CREEK BRIDGE

SUPERSTRUCTURE DETAILS

CURB DETAILS

REGION ONE

CURB PLAN

CURB ELEVATION

CURB FACE CHAMFER

SECTION

SECTION

CURB BLOCK

MATERIAL NOTES

NFSR 132 MP 7.57

ROAD CROSS SECTIONS

NFSR 3108