DENA_10(27)_C_Sheets_Typicals.pdf

C.1

STATE PROJECT

Maintain Existing Road Width

(varies)

VariesVaries

Construction limits1:2

Construction limits

Existing ground

FOOTNOTE:

Roadway Reconditioning, 2 inch depth

CL

TYPICAL SECTION "A"

RECONDITIONED ROADWAY AREAS

Do not remove more than 2" of existing roadway aggregate to achieve superelevation improvements.

TABULATION OF

QUANTITIES/ROADWAY

TYPICAL SECTION A

ITEM DESCRIPTION ESTIMATING

VALUE

20103-0000 6798 sqyd

15801-0000

ROADWAY STRUCTURE QUANTITIES

Clearing and Grubbing

QUANTITY

Roadway Excavation20401-0000

20410-0000 4656 cuyd

30801-1000 8165 cuyd

30303-3000 7670 sqydRoadway Reconditioning

Watering for Dust Control

SHEET

NUMBER

AK

PRA-DENA 10(27)

F

E B

I P

P

W P

:d m s Date

C h e c k e d b y

Bill McQuiston

D e s ig n e d b y

4191+70 to 4194+20

4197+80 to 4200+50

4202+00 to 4203+40

4206+75 to 4207+70

4211+75 to 4215+25

4222+50 to 4225+00

4226+70 to 4235+70

4238+60 to 4240+60

4245+50 to 4249+55

4252+50 to 4254+00

4259+50 to 4262+00

4269+50 to 4272+10

4273+75 to 4275+65

4279+25 to 4281+00

4282+50 to 4283+75

4285+25 to 4287+00

4288+50 to 4290+00

4291+25 to 4292+50

4293+40 to 4296+25

4305+25 to 4311+40

4317+80 to 4320+60

4329+90 to 4332+25

4339+30 to 4341+65

4343+15 to 4344+45

4346+05 to 4349+10

4353+30 to 4357+00

1.9 ton/cuyd

1.9 ton/cuyd

NPS Pkg. No. 101156A, B, C, &D NPS Drwg. Nos. 184/80251

NOTES

6617 cuyd Quantity for information only

Select Borrow

4358+05 to 4359+30

4360+75 to 4362+60

4373+90 to 4376+25

4377+65 to 4380+50

4386+50 to 4392+70

4395+05 to 4396+70

4398+15 to 4400+00

4401+20 to 4405+90

4410+00 to 4413+15

4414+25 to 4415+40

4420+40 to 4422+60

4424+40 to 4426+05

4428+80 to 4432+10

62201-0250 Dump Truck, 10 cuyd minimum capacity 65 hour

62201-3200 65 hour

Hydraulic Excavator, crawler mounted, 1 1/2 cuyd minimum capacity

14080 Mgal

9475 cuyd

Processed & stockpiled at 70 Mile Pit

Processed & stockpiled at Toklat

Haul to 70 Mile pit for processing into select borrow.

62201-2050 35 hourRoller

62201-2850 35 hourMotor Grader, 12ft minimum blade

62301-0000 130 hourGeneral Labor

Quantity includes 1961 cuyd excavation for sliver fills.

4 Quantity includes an additional 20% for blending road surface between Typical Sections "A" and Typical Sections "B".

Roadway Aggregate, Method 1

Roadway Aggregate, Method 1

2 inch compacted depth

Embankment

Assumes 11 miles of roadway, watered 2 times per day from 6/11 to 10/13.

See Sheet C.3 for locations.

For Typical Section "A" areas only.

Quantity includes embankment for sliver fills.

Prelim inary Plans

Not fo r C onstr uctio n

Select Borrow

C.2

STATE PROJECT

:1

.5

Varies

(varies)

LC

Varies :1

.5

Existing ground

Construct slopes as shown in the staking report

(See FAR 52.236-4).

in the curve data shown on the plan profile.

Superelevate roadway on curves at the rate "e" as indicated

FOOTNOTE:

TYPICAL SECTION "B"

WIDENED AREAS

SLIVER FILL DETAIL

ROADWAY

TYPICAL SECTION B

SHEET

NUMBER

AK

PRA-DENA 10(27)

F

E B

I P

P

W P

:d m s 02/2009

R. Johnson C h e c k e d b y

02/2009 W. McQuiston

D e s ig n e d b y

4249+55 to 4252+50

4254+00 to 4259+50

4262+00 to 4269+50

4272+10 to 4273+75

4275+65 to 4279+25

4281+00 to 4282+50

4283+75 to 4285+25

4287+00 to 4288+50

4290+00 to 4291+25

4292+50 to 4293+40

4296+25 to 4305+50

4311+40 to 4317+80

4320+60 to 4329+90

4332+25 to 4339+30

4341+65 to 4343+15

4344+45 to 4346+05

4349+10 to 4353+30

4357+00 to 4358+05

4359+30 to 4360+75

Road Width

1:2 1:3

3877+80 to 3880+50

3881+85 to 3883+75

3896+50 to 3898+75

3901+00 to 3903+35

3905+10 to 3909+30

4100+00 to 4104+00

4106+15 to 4107+85

4165+80 to 4169+10

4170+00 to 4171+40

4175+75 to 4181+00

4183+00 to 4191+70

4194+20 to 4197+80

4200+50 to 4202+00

4203+40 to 4206+75

4207+70 to 4211+75

4215+25 to 4222+50

4225+00 to 4226+70

4235+70 to 4238+60

4240+60 to 4245+50

18" max lift

4362+60 to 4373+90

4376+25 to 4377+65

4380+50 to 4386+50

4392+70 to 4395+05

4396+70 to 4398+15

4400+00 to 4401+20

4405+90 to 4410+00

4413+15 to 4414+25

4415+40 to 4420+40

4422+60 to 4424+40

4426+05 to 4428+80

4432+10 to 4434+20

4448+90 to 4450+90

4452+90 to 4454+60

4462+80 to 4467+00

4472+30 to 4477+10

4486+55 to 4492+50

4497+30 to 4499+30

4502+30 to 4504+50

Bench into existing embankment slope according to 204.09 (d)

Sliver fill, see detail

Proposed

Profile

Grade

Select Borrow

Embankment

Roadway Aggregate, Method 1

4 inch compacted depth

Construction/clearing limits

Construction/clearing limits

NPS Pkg. No. 101156A, B, C, &D NPS Drwg. Nos. 184/80251

Prelim inary Plans

Not fo r C onstr uctio n