Bear_Creek_Road_Drawings.pdf

AG-4568-S-12-0032

ATTACHMENT 3

NFSR 2614, Bear Creek Junction

C o n s tr u c ti o n S u rv e y a n d S ta k in g

C o n tr a c to r S a m p lin g a n d T e s ti n g

F in is h in g t o C o n s tr u c ti o n T o le ra n c e F

R o c k E x c a v a ti o n a n d E m b a n k m e n t

S tr u c tu ra l C o n c re te C la s s A

In c lu d e s

' G a te f u rn is h e d a n d i n s ta lle d o n c re te

G ra v e l

G a te

S ig n M a te ri a l

S e e d in g fe rt ili z in g a n d m u lc h in g

NFSR 2614, Bear Creek Junction

FP-03, Supplemental Specifications for

C o n s tr u c ti o n S u rv e y a n d S ta k in g

C o n tr a c to r S a m p lin g a n d T e s ti n g

E ro s io n C o n tr o l, S ilt F e n c e

C le a ri n g a n d g ru b b in g d is p o s a l o f to p s a n d l im b s e lo g s e a n d s tu m p s e

R o a d w a y E x c a v a ti o n a n

E m b a n k m e n t

C o n s tr u c ti o n

C o m p a c ti o n M e th o d e

F in is h in g t o C o n s tr u c ti o n T o le ra n c e F

R o c k E x c a v a ti o n a n d E m b a n k m e n t

A g g re g a te

S u rf a c e C o u rs e

C o m p a c ti o n M e th o d A

S tr u c tu ra l C o n c re te C la s s A

In c lu d

' G a te f u rn is h e d a n d i n s ta lle n c re te

G ra v e l

G a te

S ig n M a te ri a l a re i n c id e n ta l to t h is i te m

S e e d in g fe rt ili z in g a n d m u lc h in g

T e m p o ra ry t ra ff ic c o n tr o l s ig

N

F S

R

B e a r

C re e k J u n c ti o n

Specifications for Bear Creek Junction Road

Construction

M b ili z a ti o n

C o n s tr u c ti o n S u rv e y a n d S ta k in g

C o n tr a c to r S a m p lin g a n d T e s ti n g

E ro s io n C o n tr o l, S ilt F e n c e

C le a ri n g a n d g ru b b in g d is p o s a l o f to p s a n d l im b s e lo g s e a n d s tu m p s e

R o a d w a y E x c a v a ti o n a b a n k m e n t

C o n s tr u c ti o n

C o m p a c ti o n M e th o d e

F in is h in g t o C o n s tr u c ti o n T o le ra n c e F

R o c k E x c a v a ti o n a n d E m b a n k m e n t

C o n s tr u c ti o n

C la s s

R ip ra p

A g g re g a te

S u rf a c e C o u rs e

G ra d in g A

B C

C o m p a c ti o n M e th o d A

S tr u c tu ra l C o n c re te C la s s A

In c lu d

' G a te f u rn is h e d a n d i n s ta lle n c re te

G ra v e l

G a te

S ig n M a te ri a l a re i n c id e n ta l to t h is i te m

S e e d in g fe rt ili z in g a n d m u lc h in g h y d ra u lic m e th o d

T e m p o ra ry t ra ff ic c o n tr o l s ig

S

R

B e a r

C re e k J u n c ti o

Construction

M b ili z a ti o n

C o n s tr u c ti o n S u rv e y a n d S ta k in g

C o n tr a c to r S a m p lin g a n d T e s ti n g

E ro s io n C o n tr o l, S ilt F e n c e

C le a ri n g a n d g ru b b in g d is p o s a l o f to p s a n d l im b s e lo g s e a n d s tu m p s e

R o a d w a y E x c a v a ti o n a b a n k m e n t

C o n s tr u c ti o n

C o m p a c ti o n M e th o d e

F in is h in g t o C o n s tr u c ti o n T o le ra n c e F

R o c k E x c a v a ti o n a n d E m b a n k m e n t

C o n s tr u c ti o n

C la s s

R ip ra p

A g g re g a te

S u rf a c e C o u rs e

G ra d in g A

B C

C o m p a c ti o n M e th o d A

S tr u c tu ra l C o n c re te C la s s A

In c lu d

R b a r

' G a te f u rn is h e d a n d i n s ta lle n c re te

G ra v e l

G a te

S ig n M a te ri a l a re i n c id e n ta l to t h is i te m

S e e d in g fe rt ili z in g a n d m u lc h in g h y d ra u lic m e th o d

T e m p o ra ry t ra ff ic c o n tr o l s ig n

Item Number: 15101 15200 15401 15702 20101a 20401 20434 25101 30109 55201 61902 62506 63501

S

R

B e a r

C re e k J u n c ti o n

Item Number: 15101 15200 15401 15702 20101a 20401 20434 25101 30109 55201 61902 62506 63501

Unit of Measure: CQ LS LS LF Acre CY CY Ton Ton CY EA Acre EA

Begin End Description of Work

Station N

F S

R

B e a r

C re e k J u n c ti o n

0+00 5+50 Install Temporary Traffic Control as directed in Plans.

0+00 5+50 Construct road as indicated in Drawings.

Survey and Stake centerline and catchpoints.

1 440 120

Clear and grub. Limits are 1' beyond the top

0+00 5+50

Clear and grub. Limits are 1' beyond the top of the cut slope and 1' beyond the toe of the fill slope.

0.4

Surface Roadway 6" thick x 12' Wide ABC 0+00 4+72

Surface Roadway 6" thick x 12' Wide ABC

Stone.

0+00 5+50 Install Erosion Control on downhill side of new construction as shown in Plans 3400+00 5+50 new construction as shown in Plans

0+00 5+50 Hydroseed disturbed areas 0.23

4+50 Install TemporaryGate 1

4+72 5+07 Install Riprap Embankment Protection as shown in Plans shown in Plans

4+72 5+07 Install Silt Fence to Protect Creek during

Footing and Bridge Installation

4+72 5+07

Demolish existing concrete pad. Excavation and Embankment for this work is incidental to Roadway Excavation Pay Item.

1 11

4+72 5+07

Construct Bridge Abutments as shown in plans. Test subgrade compaction and concrete in accordance with FP-03.

5+07 5+50 Seed, Fertilize and Mulch Disturbed Areas 0.04

5+50 End of Segment One5+50 End of Segment One

1 1 1 435 0.4 440 120 32 210 11 1 0.27 3

NFSR 2614, BEAR

Total Quantity of Work:

NFSR 2614, BEAR

CREEK JUNCTION

DESCRIPTION OF

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 8

National Forests in North Carolina

Nantahala National Forest

Cheoah Ranger District 6

DESCRIPTION OF

WORK

REGION 8 Cheoah Ranger District