Jim_Cr_Bridge_Drawings.pdf

REGION ONEREGION ONE

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

ITEM NO. ITEM DESCRIPTION

MEASUREMENT

JIM CREEK

BRIDGE

NO. 888-3.15

METHOD UNIT

15101 MOBILIZATION

LSQ Lump Sum

15713 SOIL EROSION AND POLLUTION CONTROL

LSQ Lump Sum

15730 DEWATERING

LSQ Lump Sum

20304

REMOVE AND DISPOSE EXISTING TIMBER BRIDGE. SALVAGE TIMBER

STRINGERS AND CURBS

AQ

Each 1

20806 STRUCTURE EXCAVATION

LSQ Lump Sum

25101

PLACED RIPRAP, CLASS 3 MACHINE PLACED (CONTRACTOR

FURNISHED)

CQ

Cubic Yard 150

27201 GEOCELL ABUTMENT STABILIZATION

CQ Square Yard

31.1

30809A

CRUSHED AGGREGATE, SURFACING (CONTRACTOR FURNISHED) CQ

Cubic Yard 45

30809B

CRUSHED AGGREGATE, BASE (CONTRACTOR FURNISHED) CQ

Cubic Yard 55

40401 MINOR HOT MIX ASPHALT CONCRETE

CQ

Ton 22

55301

PRECAST PRESTRESSED CONCRETE STRUCTURAL MEMBERS,

BULB-TEE BEAMS

AQ

Each 3

553A01A

PRECAST CONCRETE MEMBER, GRADE BEAM AQ

Each 2

553A01B

PRECAST CONCRETE MEMBER, WINGWALL AQ

Each 4

60201 18" DIA. CORRUGATED STEEL PIPE

AQ

Linear Foot 36

62201

EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB AQ

Hour 8

62202

EQUIPMENT RENTAL, LARGE DUMP TRUCK AQ

Hour 8

62503

SEEDING, DRY METHOD, WITH MULCH LSQ Lump Sum

63305 WOOD POSTS

AQ

Linear Foot 36

63306 OBJECT MARKERS

AQ

Each 4

CONTROL POINT TABLE

CENTERLINE POINTS

REGION ONE

STA 0+80 to STA 1+75

STA 3+45 to STA 4+40

STA 1+75 to BRIDGE

BRIDGE to STA 3+45

1 1

1 1

REGION ONE

STA 1+75

STA 3+45

U

G

T

UGT

G

T

U G

T

U G

T

U G

T

UGT

UGT

REGION ONE

SCALE IN FEET

0 15 30

J I M

C R E E K

1 1

J I M

C R E E K

REGION ONE

SCALE IN FEET

0 10 20

I M

C R E E K

SCALE IN FEET

0 10 20

REGION ONE

During riprap placement the Contractor must isolate work zones from flowing or standing water to prevent turbid water and sediments from being discharged into streams or other drainages that flow directly into the stream. Divert flowing water around the work zone. Address riprap placement in the Dewatering and Sediment Control Plan. See

DEWATERING AND SOIL EROSION CONTROL notes on Sheet 8.

I M

C R E E K

REGION ONE

SECTION ALONG C/L BEARING:

ABUTMENT NO. 1

SECTION ALONG C/L BEARING:

ABUTMENT NO. 2

UPSTREAM

END

DOWNSTREAM

END

UPSTREAM

END

DOWNSTREAM

END

SCALE IN FEET

0 10 20

C

A

C

C

A

A

A

SECTION A - A

B

B

B

A

SECTION B - B

SECTION C - C

C C

C

ELEVATION

1/4

ELEVATION

A A B B

SECTION B - BSECTION A -A

SECTION C - C

C C

D D

SECTION D - D

ELEVATION

PLAN

ELEVATION

SECTION

A

A

SECTION A - A

SECTION B - B

A

A

B B

1/4

PLAN VIEW

NFSR 888 MP 3.15

ROAD CROSS SECTIONS

JIM CREEK