Dena1041_Pre-add_set.pdf

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AK NPS DENA 10(41) Repave Denali Park Road MP 3. 4 to 14. 9
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DTFH70-15-B-00015
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Preliminary Plans

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Q A_1_12_16.pdf PDF
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SWPPP_Denali_Park_Road_Repave _Denali_National_Park __AK_NPS_DENA_10(41).pdf PDF
SWPPP_Denali_Park_Road_Repave _Denali_National_Park __AK_NPS_DENA_10(41).pdf PDF
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TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

Project Location

PLANS FOR PROPOSED PROJECT

DENALI

NATIONAL

PARK

MCKINLEYPARK

R O

A D

DENALI

NATIONAL

PARK

E A

S T

F O

R K

T O

K L

A T

T O

K L

A T

R

IV

E R

R

IV

E R

HEALY

KANTISHNA

ALASKA

DENALI BOROUGH

R.19 W. R.17 W. R.15 W. R.13 W. R.11 W. R.9 W. R.7 W. R.5 W.

T .1

S

T .1

S

T .1

S

T .1

S

PROJECT LOCATION F

a ir b a n k s m ile s

A n c h o r a g e m il e s

SCALE IN MILES

5 0 5 10 15 20

35 MPH

V

SADT (2035)

SADT (2015)

NPS PMIS NO. 185910A

AK NPS DENA 10(41)

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

APPROVED:

DATE

DATE

DATE

Denali National Park and Preserve

Superintendent, Western Federal Lands Highway Division

Director, Project Delivery, National Park Service

Regional Director, Alaska Region, CEAN

OCITCRA

i r e B n g ea S

PACIFIC OCEAN

Gulf of A la k a s

Dillingham

Bethel ANCHORAGE

Homer

King Salmon

Kodiak

Valdez

Tok YUKON

WHITEHORSE

JUNEAU

Unalaska

Kotzebue

Nome

FAIRBANKS

Barrow

S

IB

E R

IA

C A

N A

D A

U N I T

E D S

T A

T E S

BC

PARK

NATIONAL

DENALI

NAT'L PARK

ST. ELIAS

WRANGELL-

NAT'L PARK

LAKE CLARK

N.P.

FJORDS

KENAI

NAT'L PARK

THE ARCTIC

GATES OF

N.P.

VALLEY

KOBUK

PRESERVE

KATMAI N.P.

NAT'L PARK

GLACIER BAY

ALASKA KEY MAP

k u

Y o n

R

UNI

TE

D

STATE

S

RUSS

IA

PROJECT MANAGER

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

SPECIFICATION:

DENALI NATIONAL PARK AND PRESERVE

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

B. CHON

M.P. 3.4 TO 14.9

REPAVE DENALI PARK ROAD

Schedule locations

See A.3 for

Subexcavation, reclamation, paving

N

NATIONAL

PARK

SERVICE

SCHEDULE C: 394+95 to 585+00

SCHEDULE B: 585+00 to 777+53

SCHEDULE A: 180+00 to 787+25

A.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d d e n a a a .d g n

AK NPS DENA 10(41)

P

M

A u g u s t

C h e c k e d b y

D e s ig n e d b y

LENGTH: 11.5 MILES

LENGTH: 11.5 MILES

LENGTH: 11.5 MILES

Margaret

Mount

Mt Healy

Park

McKinley

Park Headquarters

Denali National

Lagoon

DENALI PARK

RO

AD

DENALI

PARK

ROAD

Fo x

Cr

Grizz ly Cr

Hornet

C r

Ice w o rm Gulc h

Jun co

Cre ek

Kin gfis her

NENANA

Ly nx

C r

C r

Lake

Horseshoe

RIVERHine s

S a v a g e

R iver

Jenny

Creek

H ines

Creek

R ile y

C r e e k

Litt le

Cre ek

Creek

Ewe

Lakes

Triple

BEGIN PROJECT

END PROJECT

Cr

N

G E

O R

G E

P A

R K

S

H

IG

H W

A

YSTAGING AREA

295+50

MILE 5 PIT

STAGING AREA

367+80

MILE 7 PIT

SCALE IN MILES

.5 .25 0 .5 1 1.5 2

E = 1754003.4243

N = 3559260.9894

E = 1807899.2743

N = 3553932.3810

787+25 M.P. 14.9 Repave Denali Park Road

AK NPS DENA 10(41)

180+00.00

M.P. 3.4

Repave Denali Park Road

AK NPS DENA 10(41)

VICINITY MAP

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Campground

Savage River

SAVAGE RIVER WEST

TRUCK TURN AROUND

781+73.5

SAVAGE RIVER BRIDGE

777+53 to 780+73

SAVAGE RIVER PARKING

TRUCK TURN AROUND

775+18

A.3

STATE PROJECT

NUMBER

SHEET

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a a c .d g n

R J O

H N

S O

N

S

P O

B A

C h e c k e d b y

D e s ig n e d b y

NOTE:

11,650 LF (2.2 miles) between 183+00 to 776+20.

SCHEDULE A subexcavation locations total 1.

SCHEDULE A

SCHEDULE C

S C

H E

D U

L E B

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

Y

TYPICAL SECTIONS

LC

LC

C o n s tr u c ti o n l im it

C o n s tr u c ti o n l im it

FOOTNOTE:

2 2

Varies

780+72 to 787+25

DENALI PARK ROAD RECONSTRUCTION

Varies

6-inch compacted depth

Roadway aggregate, method 2, Separation stabilization geotextile, class 1, Type A (non-woven)

SAFETY EDGE DETAIL

NOTE:

6-inch compacted depth foamed asphalt, Full depth reclamation with

Varies

Existing road

LC

2 2

Varies 1 Varies

Existing ground

DENALI PARK ROAD OVERLAY

li m it

C o n s tr u c ti o li m it

C o n s tr u c ti o

Existing pavement surface

180+00 to 777+53

NO SCALE

pavement surface

Match existing pavement surface

Match existing

Pullout

11' 11'

Shoulder Shoulder

1' to 2' 1' to 2'

30°

Varies

Varies

Varies

Varies

Width varies

4-inch compacted depth placed in 2 equal lifts

Asphalt concrete pavement, Type I, NPS PMIS No. 185910A NPS Drwg. No. 184/80,294 ground

Existing ground

Existing

Varies

Full depth reclamation

DENALI PARK ROAD FULL DEPTH RECLAMATION

2 2

Va rie s

AGGREGATE PULLOUT

681+14 to 685+70

PAVED PULLOUT

Va rie s

Pullout width varies pavement

Asphalt concrete reclamation

Full depth

Existing ground Existing ground this sheet (typ.)

Edge Detail

See Safety

Asphalt concrete pavement

Existing ground ground

Existing li m it

C o n s tr u c ti o n li m it

C o n s tr u c ti o

Existing pavement surface

First lift asphalt concrete pavement

Second lift asphalt concrete pavement

3-inch compacted depth method 2, Roadway aggregate, method 2, typical

Roadway aggregate, Varies

Detail this sheet, typical

See Safety Edge

3.

2.

1.

180+00 to 777+53

Full Depth Reclamation includes paved pullouts.

Road Overlay work, see typical this sheet.

After full depth reclamation is complete, perform Denali Park boring logs, existing pavement depths, etc.

November 4, 2014 for geotechnical information, including

See Final Geotechnical Memorandum No. 26-15, dated

Traveled laneTraveled lane

Shoulder

1' to 2'

Traveled lane

11'

Traveled lane

11'

Shoulder

1' to 2'

Shoulder

2'

Traveled lane

11'

Traveled lane

11'

Shoulder

2' depth, placed in 2 equal lifts, Type II-A roughness

0.3 to < 3 million ESAL, 3-inch compacted

-inch nominal maximum size aggregate,4 3-inch or 2

Asphalt concrete pavement, gyratory mix, cover safety edge aggregate to

Place roadway

C h e c k e d b y

D e s ig n e d b y

C.4

STATE PROJECT

NUMBER

SHEET

AK

NPS DENA 10(41)

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a c d .d g n reclamation locations.

See Sheets C.1 to C.3 and D Sheets (D.3 - D.23) for full depth

Aggregate Pullout quantities included in Item 30202-2000.

See D Sheets (D.3 - D.23) for pullout locations.

Match existing top pavement width (22-foot minimum).

2% minimum cross slope and match existing supers.

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

TYPICAL SECTIONS

SUBEXCAVATION TYPE 1

V ar ie s

Varies

Geogrid, stabilization

SUBEXCAVATION TYPE 2

5% min.

11' 11'

1Varies

Varies

Varies

5% min.

Varies

2 2 method 2

Roadway aggregate, FOOTNOTE:

NOTE:

Roadway aggregate, method 2 class 1, Type A (non-woven)

Separation stabilization geotextile, s eir a V

SUBEXCAVATION TYPE 3

LC

at 6" vertical spacing

Place geogrid, stabilization

1Varies

5% min.

Varies

Roadway aggregate, method 2 s eir a V

Existing ground

Existing ground

Existing ground

Existing ground

Place geogrid, stabilization at 6" vertical spacing, (typ.)

Type I, 2-inch compacted depth

Asphalt concrete pavement, Type I, 2-inch compacted depth

Asphalt concrete pavement, Type I, 2-inch compacted depth

Asphalt concrete pavement, NO SCALE pavement surface

Match existing pavement surface

Match existing pavement surface

Match existing

5% min.

Existing ground

Existing ground

3.

2.

1.

Geogrid, stabilization

Existing pipe culvert

Existing road surface

Top of subexcavation geotextile, class 1, type A

Separation stabilization

Asphalt concrete pavement, Type I

2-inch, compacted depth

ELEVATION

m in ty p subex. depth

Varies

1' to 2' 1' to 2'

1' to 2'1' to 2'

1' to 2' 1' to 2'

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

14" min.

SUBEXCAVATION AT PIPE CULVERT CROSSING

m in

S u b e x d e p th m in

S u b e x d e p th class 1, Type A (non-woven)

Separation stabilization geotextile, class 1, Type A (non-woven)

Separation stabilization geotextile, stabilization

Geogrid, stabilization

Geogrid, Roadway aggregate, method 2

Denali Park Road Overlay Section, see Sheet C.4

Traveled lane Traveled lane

Traveled lane

11'

11'

11'

11'

Subexcavation does not include pullouts.

Park Road overlay work, see typical drawing Sheet C.3.

After subexcavation construction is complete, perform Denali logs, existing pavement depths, etc.

November 4, 2014 for geotechnical information, including boring

See Final Geotechnical Memorandum No. 26-15, dated

C.5

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a c e .d g

C h e c k e d b y

D e s ig n e d b y the CO.

Slope bottom of subexcavation draining to the left or as directed by geogrid layers.

Provide a minimum of 2-inch vertical distance between adjacent culvert and the overlaying layer of stabilization geogrid.

Provide 2-inch of roadway aggregate between the top of the pipe culvert.

if they are within 3-inch vertical distance of the top of the pipe

Wrap layers of stabilization geogrid over the top of the pipe culverts pipe culvert.

layers are more than 3-inch vertical distance below the top of the

Cut layers of stabilization geogrid flush with the pipe culverts if the

Lap separation and stabilization geotextile 6-inch up pipe culverts.

are encountered within the specified subexcavation depth.

Use the following procedure for all subexcavations when pipe culverts

Station locations.

See Sheets C.1 to C.3 and D Sheets (D.3 - D.23) for Subexcavation

Match existing top pavement width (22-foot minimum).

2% minimum cross slope and match existing superelevation.

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

Existing gate to remain

180+08

BEGIN PROJECT

To Rock Creek Reservoir

Flagpole Parking LotN

N

Begin Overlay 180+00

M.P. 3.4

Repave Denali Park Road

NPS DENA 10(41)

180+00 to 200+00

DENALI PARK ROAD

Boring location

188+75, 7' LT

B u s

T u rn a ro u n d

T o D o g K e n n e ls

NOTE:

1.E=1807899.2743

N=3553932.3810

B e g in d o u b le s o li d y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Remove and reset sign

185+00 LT

Remove and reset sign

190+32 LT

Remove and reset sign

189+58 RT

LEGEND:

Subexcavation

Reconstruction

6-inch compacted depth with foamed asphalt, Full depth reclamation

Transition

50'

DETAIL

PAVEMENT CONNECTION

EXISTING

pavement surface

Existing

Subexcav ation type

183+00 to 191

+00

Subexcavation type 3

183+00 to 191+00

Apply tack coat joint.

Sawcut vertical

585+00 (Schedule B)

394+95 (Schedule C) pavement marking

Centerline

SCHEDULE A

A ELUDEHCS

pavement marking

Centerline from 180+00 to 787+25.

Apply Permanent Pavement Markings

Schedule A:

2 equal lifts, Type II-A roughness compacted depth, placed in

0.3 to < 3 million ESAL, 3-inch maximum size aggregate, -inch 4 3-inch or 2

1gyratory mix, Asphalt concrete pavement, D.3

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fc .d

C h e c k e d b y

D e s ig n e d b y

SG1

4-

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

200+00 to 230+00

DENALI PARK ROAD

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

MP4

Ditch reconditioning, LT

05+222 ot 07+122

SG14-09

05+412 ot 00+802

1 epyT ,noitavacxebuS

TL dna TR ,metsys niardrednu dradnatS liated rof 2.G teehS eeS

Right lane boring location

210+50, RT

Remove and reset sign

213+55, RT

pavement marking

Centerline pavement marking

Centerline

1 epyt noitavacxebuS

A ELUDEHCS

A ELUDEHCS

A ELUDEHCS

D.4

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fd .d

C h e c k e d b y

D e s ig n e d b y

A ELUDEHCS

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

CP

26114

CP

26114

CP

CP

26115 26116

N

N

230+00 to 260+00

DENALI PARK ROAD

1+ to

+34 , L

T

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294 pavement marking Centerline pavement marking Centerline

Ex ist in g pu llo ut to re m ain

D.5

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fe .d

C h e c k e d b y

D e s ig n e d b y

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

GPS

PK1

N

N

260+00 to 290+00

DENALI PARK ROAD

Boring location

264+90, RT lane 271+90 to 276+00Subexcavation type 2

+00 to

+00

Su bex cav atio n t ype

Subex cavati on typ e 2271+90 to

276+00

T R w oll e y n e k o r b ni g e

B

B e g in d o u b le s o li d y e ll o w

L

T

B e g in b r o k e n y e ll o w

B e g in d o u b le s o li d y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Sediment Control Quantities.

See Sheet E.1 for Soil Erosion and 1.

NOTE:

Remove and reset sign

264+24 LT

MP5

pavement marking

Centerline pavement marking

Centerline

A ELUDEHCS

Existing pullout to remain281+59 to 2

85+23, LT

A ELUDEHCS

A ELUDEHCS

Install fiber roll, see Sheet E.1 for details

260+70 to 262+30, LT and RT

D.6

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a ff .d

C h e c k e d b y

D e s ig n e d b y

SG14

-10

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

Subexcavation type 1

313+50 to 315+50

N

N

290+00 to 320+00

DENALI PARK ROAD

Boring location

314+00, 7.5' RT

NOTE:

1.

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Stabilized Construction Exit Details

See Sheet E.1 for

Staging area

Mile 5 Pit

MP6

+1 o t

+0

1 e pyt n oit av ac xe bu

S

Sheet E.1 for details

Install fiber roll, see

290+00 to 291+00, RT

A

EL

UDEHCS

approach road

Mile 5 Pit

295+50 pavement marking

Centerline pavement marking

Centerline

A ELUDEHCS

Sediment Control Quantities.

See Sheet E.1 for Soil Erosion and

D.7

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fg .d

C h e c k e d b y

D e s ig n e d b y

SG14-11

O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

Subexcava tion type 1

337+00 to 345+

N

N

320+00 to 350+00

DENALI PARK ROAD

Boring location

341+00, 9.5' LT

R

T

B e g in b r o k e n y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

A ELUDEHCS

pavement marking

Centerline pavement marking

Centerline

D.8

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fh .d

C h e c k e d b y

D e s ig n e d b y

0 3

SG14-12

O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

MOOSE

GPS

N

H in e s

C r e e k

350+00 to 380+00

DENALI PARK ROAD

368+40 to 3 77+70

Subexc avation type 2

Boring location

370+80, 7' RT

NOTE:

1.

B e g in d o u b le s o li d y e ll o w

L

T

B e g in b r o k e n y e ll o w

B e g in d o u b le s o li d y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Stabilized Construction Exit Details

See Sheet E.1 for

Staging area

Mile 7 Pit

Remove and reset sign

375+89 RT

MP7

SG14-13

350+00 to 357+00

Subexcavation type 2 approach road

Mile 7 Pit

368+00

Existing pullout to remain

377+18 to 383+13, LT and Sediment Control Quantities.

See Sheet E.1 for Soil Erosion

D.9

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fi .d

C h e c k e d b y

D e s ig n e d b y pavement marking

Centerline pavement marking

Centerline

A ELUDEHCS

A ELUDEHCS

Sheet E.1 for details

Install fiber roll, see

372+00 to 373+40, LT and RT

5 3

5 3

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

380+00 to 410+00

DENALI PARK ROAD

395+00 to 4 31+50

Full de pth rec lamation

See Sheet D.9 for pullout information

Paved pullout

401+60 to 4

05+79, LT

R

T

B e g in b r o k e n y e ll o w

L

T

B e g in b r o k e n y e ll o w

B e g in d o u b le s o li d y e ll o w

R

T

B e g in s o li d y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

B e g in s in g le b r o k e n y e ll o w

C ELUDEHCS

C ELUDEHCS

pavement marking

Centerline pavement marking

Centerline

D.10

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fj .d

C h e c k e d b y

D e s ig n e d b y

BEGIN SCHEDULE C

395+00

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

431+50 to 433+00

N

410+00 to 440+00

DENALI PARK ROAD

Full depth reclamation

395+00 to 431+50

Full depth reclamation

433+00 to 438+00

Full depth reclamation

439+00 to 442+00

Boring location

438+30, 7' RT

Subexcavation type 1

438+00 to 439+00

R

T

B e g in b r o k e n y e ll o w

395+00 to 431+50

Full depth reclamation

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

B e g in s in g le b r o k e n y e ll o w

MP8

SCHEDULE C

SCHEDULE C SCHEDULE C SCHEDULE CSCHEDULE A

SCHEDULE A

Remove and reset sign

429+95, RT

pavement marking

Centerline pavement marking

Centerline

D.11

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fk .d

C h e c k e d b y

D e s ig n e d b y

SG14

-15

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

442+00 to 444+00

N

440+00 to 470+00

DENALI PARK ROAD

453+20 to 459+00

Subexcavation type 2

444+00 to 453+20

Full depth reclamationFull depth reclamation

439+00 to 442+00

Full depth reclamation

459+00 to 467+50

L

T

B e g in b r o k e n y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

B e g in s o li d y e ll o w

R

T 453+20 to 459+00

Subexcavation type 2 Subexcavation type 1

467+50 to 473+30

See Sheet G.2 for detail w oll e y dil o s el b u o d ni g e B

SCHEDULE C SCHEDULE C

SCHEDULE C SCHEDULE A

SCHEDULE A

SCHEDULE A

SCHEDULE A

system, LT

Standard underdrainSCHEDULE A pavement marking

Centerline pavement marking

Centerline

D.12

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fl .d

C h e c k e d b y

D e s ig n e d b y

SCHEDULE A

See Sheet G.2 for detail

Standard underdrain system, LT

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

GPS

MP9

470+00 to 500+00

DENALI PARK ROAD

Subexcavation type 1

467+50 to 473+30

473+30 to 539+40

Full depth reclamation

Full depth reclamation

473+30 to 539+40

MP9

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

469+42 to 473+23

Paved pullout pavement marking Centerline pavement marking Centerline

SCHEDULE A

SCHEDULE C

SCHEDULE C

SCHEDULE C

D.13

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fm .d

C h e c k e d b y

D e s ig n e d b y

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

500+00 to 530+00

DENALI PARK ROAD

473+30 to 539+40

Full depth reclamation

Boring location

515+00, 11' LT

Boring location

515+00, 11' LT

473+30 to 539+40

Full depth reclamation

B e g in b r o k e n y e ll o w

L

T

B e g in b r o k e n y e ll o w

B e g in d o u b le s o li d y e ll o w

R

T

R

T

B e g in s o li d y e ll o w

B e g in s in g le b r o k e n y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

MP10

SCHEDULE C

SCHEDULE C

pavement marking Centerline pavement marking Centerline

D.14

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fn .d

C h e c k e d b y

D e s ig n e d b y

SG14-16

SG14-

total = 158,724 sqft pullout = 7967 sqft

150,757 SQFT

RECLAMATION

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

530+00 to 560+00

DENALI PARK ROAD

Full depth reclamation

473+30 to 539+40

Subexcavation type 2

539+40 to 542+90

542+90 to 585+00Full depth reclamation

Paved pullout

532+66 to 536+12, RT

Full depth reclamation

542+90 to 585+00

Paved pullout

554+44 to 558+09, LT

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

SCHEDULE C

SCHEDULE C SCHEDULE C

SCHEDULE C

SCHEDULE C

SCHEDULE A

pavement marking

Centerline pavement marking

Centerline

D.15

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fo .d

C h e c k e d b y

D e s ig n e d b y

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

MP11

N

N

560+00 to 590+00

DENALI PARK ROAD

Full depth reclamation

542+90 to 585+00

Full depth reclamation

542+90 to 585+00

Boring location

564+50, 7' LT

MP11

Paved pullout

569+13 to 570+88, RT

R

T

B e g in b r o k e n y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294 pavement marking

Centerline pavement marking

Centerline

SCHEDULE C

SCHEDULE C

SCHEDULE C

SCHEDULE B

B e g in s in g le b r o k e n y e ll o w

585+00 to 610+00

Full depth reclamation

D.16

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fp .d

C h e c k e d b y

D e s ig n e d b y

585+00

END SCHEDULE C BEGIN SCHEDULE B

585+00

5 5

0 5

SG14-17

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

590+00 to 620+00

DENALI PARK ROAD

Full depth reclamation

585+00 to 610+00

Full depth reclamation

614+00 to 639+50

Paved pullout

618+71 to 621+95, LT

Subexcavation type

610+00 to 614+00

00+016 ot 00+585 noitamalcer htped lluF

L

T

B e g in b r o k e n y e ll o w

B e g in d o u b le s o li d y e ll o w

R

T

B e g in s o li d y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294 pavement marking

Centerline pavement marking

Centerline

SCHEDULE B

SCHEDULE B

SCHEDULE B

SCHEDULE A

SCHEDULE B

L

T

D.17

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fq .d

C h e c k e d b y

D e s ig n e d b y

5 6

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

620+00 to 650+00

DENALI PARK ROAD

639+50 to 641+20 Subexcavation type 2

614+00 to 639+50

Full depth reclamation

Full depth reclamation 646+00 to 650+30

Subexcavation type 2

Full depth reclamation

614+00 to 639+50

Boring location

648+50 8' RT

641+20 to 646+00

R

T

B e g in b r o k e n y e ll o w

L

T

B e g in d o u b le s o li d y e ll o w

R

T

B e g in s o li d y e ll o w B e g in b r o k e n y e ll o w

B e g in s in g le b r o k e n y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

MP12

Paved pullout

618+71 to 621+95

SCHEDULE B

SCHEDULE B

SCHEDULE B

SCHEDULE B

SCHEDULE A

SCHEDULE A

pavement marking

Centerline pavement marking

Centerline

D.18

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fr .d

C h e c k e d b y

D e s ig n e d b y

5276 sqft

SG14-18

O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

VISTA

R iv e r

C a m p g ro u n d

T o S a v a g e

N

N

650+00 to 680+00

DENALI PARK ROAD

650+30 to 697+50Full depth reclamation

Full depth reclamation

650+30 to 697+50

Boring location

659+80, 6' RT

SHUTTLE STOP

CAMPGROUND

SAVAGE RIVER

672+87 to 674+06, RT

Paved shuttle stop pullout

NOTE:

1.See Sheet G.1 for Approach Road Detail.

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Subexcavation type 2

Paved approach

670+21 LT

Aggregate surfaced approach

672+12 LT

Paved approach

673+34 LT

30' R

24'

30' R 30' R 25' R 30' R

25' R

646+00 to 650+30

D.25 for detail

See Sheet

12" wide stop line, D.25 for detail

See Sheet

12" wide stop line, STOP STOP

16'

STOP

17' system

Install sign

670+02, LT

system

Install sign

671+95, LT

system

Install sign

673+28, LT

R1-1 R1-1 R1-1 pavement marking

Centerline pavement marking

Centerline

D.19

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fs .d

C h e c k e d b y

D e s ig n e d b y

B EL

UDEHCS

SCHEDULE A

SCHEDULE B

SCHEDULE B

SCHEDULE B

SCHEDULE B

SCHEDULE B

SG14-19

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

697+50 to 705+00

N

N

680+00 to 710+00

DENALI PARK ROAD

650+30 to 697+

Full depth reclamation

Full depth reclamation

705+00 to 714+90

Full depth reclamation

650+30 to 697+50

Existing gate to remain

686+00

Savage River cabin trail

681+14 to 685+

70, RT

Aggregate surface pu llout

R

T

B e g in b r o k e n y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

B e g in s in g le b r o k e n y e ll o w

MP13

pavement marking

Centerline pavement marking

Centerline

SCHEDULE B

SCHEDULE B

SCHEDULE B SCHEDULE BSCHEDULE A

D.20

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a ft .d

C h e c k e d b y

D e s ig n e d b y

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

SAVAGE

N

N

710+00 to 740+00

DENALI PARK ROAD

714+90 to 716+

Subexcava tion type 1

716+40 to 728 +70

Full dept h reclamation

705+00 to 714+90 Full depth reclamation

728+70 to 741+50Subexcavation type 2

Boring location

734+00, 7' RT

L

T

B e g in b ro k e n y e ll o w

B e g in d o u b le s o li d y e ll o w

R

T

B e g in s o li d y e ll o w

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

MP14

noitamalcer htped lluF

07+827 ot 04+617

B EL

UDEHCS

B ELUDEHCS

B ELUDEHCS

A ELUDEHCS

A EL

UDEHCS

pavement marking

Centerline pavement marking

Centerline

Remove and reset sign

728+12, RT

Install fiber roll, see Sheet E.1 for details

730+50 to 731+50, RT and LT and Sediment Control Quantities.

See Sheet E.1 for Soil Erosion1.

NOTE:

D.21

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fu .d

C h e c k e d b y

D e s ig n e d b y

G

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

728+70 to 741+50

742+ 50 to 745+

S ubexcavation type 2

740+00 to 770+00

DENALI PARK ROAD

753+50 to 754+60 Subexcavation type 1 t o

Fu ll d ep th r ec la m at io n

754+60 to 757+30Full depth reclamation

757+30 to 762+10

Subexcavation type 2

762+10 to 773+30

Full depth reclamation

754+60 to 757+30 Full depth reclamation

Boring location

742+00, 8' LT

Pa ve d p ull ou t

0+ t o 7

+96 , L

T

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Remove and reset sign

743+80 LT

Subexcavation type 3 741+50 to 742+50

2 e py t n oit ava cxe buS

A

EL

UDEHCS

A E

L U

DE

H

C S

SCHEDULE A

SCHEDULE A

SCHEDULE A SCHEDULE B

B

EL

U D

E H

C S

B ELUDEHCS

SCHEDULE B

SCHEDULE B

pavement marking

Centerline pavement marking

Centerline

D.22

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fv .d

C h e c k e d b y

D e s ig n e d b y

G

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

END PROJECT

787+25

End Reconstruction

MP 3.4 to 14.9

REPAVE DENALI PARK ROAD

AK NPS DENA 10(41)

E = 1754003.4243

N = 3559260.9894

Savage River Bridge

780+73

BEGIN RECONSTRUCTION

Do Not Disturb

Savage River Bridge Station

781+25

SAVAGE

RIVER

W es t Pa rk in g

To S av ag e

R iv er

R iv e r P a r k in g T o S a v a g e

Savage River Bridge

777+53

END OVERLAY

Boring location

775+60, RT lane

770+00 to 787+25

DENALI PARK ROAD

N

+73 to 7 87+

50' R

N intersection

Tie to gravel

781+73.5

NOTE:

1.See Sheet G.1 for Approach Road Detail.

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294 bridge deck concrete

Existing

780+73

6-inch compacted depth method 2, Roadway aggregate, AT RECONSTRUCTION

CONNECTION DETAIL

SAVAGE RIVER BRIDGE

EXISTING

See Sheet D.25 for detail

12" Wide stop line.

Type A (non-woven) geotextile, class 1, Separation stabilization

SG14-22

777+03

50' R no it a ma lc er h tp ed ll uF

+3 o t

+2

See Sheet G.3 for detail traffic detector system, Install system installation, 783+00

6-inch compacted depth with foamed asphalt, Full depth reclamation

50'

Transition bridge deck

Existing concrete

6+ t o

7+

Fu ll de pt h re cl am at io n

773+30 to 776+20

STOP

Paved approach

775+18, RT

CONNECTION DETAIL AT OVERLAY

SAVAGE RIVER BRIDGE

EXISTING

STOP

33' system

Install sign

775+37, RT

R1-1

SAVAGE RIVER PARKING

TRUCK TURN AROUND

SAVAGE RIVER BRIDGE

SAVAGE RIVER BRIDGE

SAVAGE RIVER WEST

TRUCK TURN AROUND

system

Install sign

782+10, RT

R1-1

2 equal lifts, Type II-A roughness compacted depth, placed in

0.3 to < 3 million ESAL, 3-inch maximum size aggregate, -inch4 3-inch or 2

1gyratory mix, Asphalt concrete pavement, Apply tack coat pavement marking

Centerline pavement marking

Centerline

B E

L U

DE

HCS

2 e pyT

,n oit av ac xe bu

S

A

EL

UDEHCS

A ELUDEHCS

EXC C

UYD =

Rec ons tru ctio n r oad way depth, placed in 2 equal lifts, Type II-A roughness

0.3 to < 3 million ESAL, 4-inch compacted

-inch nominal maximum size aggregate,4 3-inch or 2

Asphalt concrete pavement, gyratory mix, D.23

STATE PROJECT

A u g u s t

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a fw .d

C h e c k e d b y

D e s ig n e d b y

SCH

ED

U

LE

B

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

NO SCALE

NOTE:

m at ch ex ist in g m atchexisting

Existing connecting roadway width Match existing

ELEVATION

PAVED ROAD APPROACH

FOOTNOTE:

LC LC

V a r ia b le seiraV

LC

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Edge of asphalt pavement connecting roadway

Match existing

DETAILS

MISCELLANEOUS

Exisiting curb, timber to remain

Exisiting shuttle bus platform to remain

See Sheet C.4

Denali Park Road Overlay.

See Sheet C.4

Full Depth Reclamation.

Denali Park Road

PLAN

Approximately 6" of handwork anticipated

Pullout width variesTraveled way to remain curb reveal

6" Existing See Sheet C.4

Overlay Section

Denali Park Road

Length varies

Length varies Mainline

SHUTTLE STOP

SAVAGE RIVER CAMPGROUND

PAVEMENT TAPER

See D Sheets for approach road geometry.1.

Match existing super elevation or crown.

See Sheets C.1 to C.3 for pavement structure quantities.

775+21 Savage River Parking - SCHEDULE B

673+33 LT Savage River Campground - SCHEDULE B

672+11, LT - SCHEDULE B

670+21, LT - SCHEDULE B

at curb face

Taper from 0" depth to 3" depth material prior to overlay.

depth reclamation

Remove full

SCHEDULE B

672+87 to 674+06, RT

G.1

STATE PROJECT

NUMBER

SHEET

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d d e n a g a .d g

C h e c k e d b y

D e s ig n e d b y

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A overlap full width of trench at top

Geotextile filter, class 2, Type C, Granular backfill

Backfill

Granular Backfill Type I-A Nonwoven

Earthwork Geotextile

0.26 CUYD/FT 1.45 SQYD/FT

NO SCALE

NOTE:

FOOTNOTE:

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Dit ch slo pe of fill slo pe

Existing ground

SYSTEM DETAIL

STANDARD UNDERDRAIN

24"

LC

SECTION

DitchShoulder

453+20 to 459+00, LT

208+00 to 214+50, RT & LT

6-inchs from ground

Extend outlet

STANDARD UNDERDRAIN WITH OUTLET PIPE

UNDERDRAIN DETAIL

STANDARD

Underdrain Detail below

See Standard

4.

3.

2.

1.

Place materials in the underdrain at the following rates:

Limits are 2-feet outside ditch.

of new underdrain as needed if encountered during excavation.

foam board from station 209+00 to 212+00 and adjust alignment Avoid damaging existing subexcavation with underdrain and based on field conditions.

200-feet of underdrain. Place at approximately equal intervals 453+20 to 459+00, LT, Construct one outlet for every parallel to the roadway.

to ditch line as approved by CO. Construct the flowline gradient 214+50, RT & LT, Daylight underdrain with outlet pipe normal or toe of fill slope

Proposed ditch invert polyethylene drainage tubing

8-inch Perforated corrugated

Traveled lane

Outlet drain pipe is non-perforated and does not require geotextile.

bands or by other approved means.

605.03. Hold the screen securely in place with standard coupling

Cover the end of outlet pipe with screen according to Subsection

Clear and grub existing ditch prior to system installation.

trench.

Conserve material from trench excavation for top 6-inchs of

Section 209.

a height of 12-inches above pipe and compact according to

Backfill outlet pipe with conserved excavation. Place backfill to5.

G.2

STATE PROJECT

NUMBER

SHEET

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d d e n a g b .d g

C h e c k e d b y

D e s ig n e d b y slope to drain, 2% min. to 10% max.

Outlet Drain Pipe 8" Ø, N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

NO SCALE

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294

Lead wire

50'

W e s tb o u n d

E a s tb o u n d

LC LC

Camera

PLAN

Counter

(offset to counteract lane drift)

Lead wire

Pre-formed cable

ELEVATION

SECTION A-A

A

A

LCLC

T o C o u n te r

(Dual 6' x 6' loops per lane)

DETAIL

TRAFFIC DETECTOR

Edge of travel lane

Edge of travel lane

Edge of travel lane

Edge of travel lane

Edge of travel lane

Edge of travel lane

783+00

SCHEMATIC OF INDUCTIVE LOOP SYSTEM

6-inch compacted depth

Roadway aggregate, method 2, 4-inch compactd depth, place in 2 equal lifts

Asphalt concrete pavement, Type 1, G.3

STATE PROJECT

NUMBER

SHEET

A u g u s t

I n t_ ft m y fi le s p w p r o d u c ti o n d d e n a g c .d g

C h e c k e d b y

D e s ig n e d b y

6' 6'

18'

N O

T

F

O R

C

O N

S T

R U

C T

IO

N

P R

E

LI

M

IN

A

File details come from the government source that posted it. Updated .