Signoff_DENA10(44)_Plan_Set.pdf

blane.kunihisa Stamp

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material A

M

J u ly

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 NPS DENA 10(44) AK

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

NPS Drwg. No. 184/80294

NPS PMIS No. 185910A

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

SCALE IN MILES

.5 .25 0 .5 1 1.5 2

E = 1754003.4243

N = 3559260.9894

E = 1807899.2743

N = 3553932.3810

VICINITY MAP

Campground

Savage River

TRUCK TURN AROUND

SAVAGE RIVER BRIDGE

SAVAGE RIVER PARKING WEST

777+53

M.P. 3.4 to 14.7, Phase II

Repave Denali Park Road

AK NPS DENA 10(44)

180+00.00

M.P. 3.4 to 14.7, Phase II

Repave Denali Park Road

AK NPS DENA 10(44)

C ELUDEHCS

A EL

UDEHCS B ELUDEHCS

A.3

STATE PROJECT

NUMBER

SHEET

P

A u g u s t

U

S S u r ft

D 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

AK NPS DENA 10(44)

R J O

H N

S O

P O

B

C h e c k e d b y

D e s ig n e d b y

473+30

SCHEDULE A

BEGIN

350+00

SCHEDULE B

BEGIN

Sheet and Description

Section C Section D Section E Section F

Typical Sections

Plan Sheets

Erosion Control

Temporary Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 200 200

A0140 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 1 1

A0160 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,021 79 2,100

A0180 30604-0600 FULL DEPTH RECLAMATION WITH

FOAMED ASPHALT, 6-INCH DEPTH SQYD 67,737 3,263 71,000

A0200 30611-0000 CEMENT TON 206 10 216

A0220 30613-0000 ASPHALT BINDER (GRADE PG

52-28) TON 617 8 625

A0240 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 <3 MILLION

ESAL (TYPE II-A ROUGHNESS) TON 13,196 604 13,800

A0260 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 132 6 138

A0280 41201-0000 TACK COAT TON 38 2 40

A0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

A0320 62201-2050 ROLLER HOUR 40 40

A0340 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM

BLADE HOUR 40 40

A0360 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40 40

A0380 62301-0000 GENERAL LABOR HOUR 40 40

A0400 63302-0000 SIGN SYSTEM SQFT 19 19

A0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 99,194 4,906 104,100

A0440 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE STOP LINE) LNFT 36 36

A0460 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 14,994 706 15,700

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

3- O ct -2

:0

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Sc h A R ep av e D en al i P ar k R d

M P

3.

to

4.

Es tim at e-

.x ls x]

Sh ee t

STATE PROJECT

B.1NPS DENA 10(44)AK

SHEET

NUMBER

NPS PMIS No. 105910A NPS Drwg No. 184/80,294

Typical Sections

Plan Sheets

Erosion Control

Temporary Traffic Control

ALLOWANCE Bid Schedule

A0480 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

A0500 63502-1200 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 28-INCH EACH 250 250

A0520 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 40 40

A0540 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 8 8

A0560 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 34,000 2,000 36,000

A0580 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 383 12 395

A0600 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 460 20 480

A0620 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 65 5 70

A0640 63507-0800 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN DAY 80 4 84

A0660 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 920 40 960

A0680 63703-0000 RESIDENTIAL HOUSING EACH 3 3

A0700 63704-0000 VEHICLE EACH 2 2

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

3- O ct -2

:0

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Sc h A R ep av e D en al i P ar k R d

M P

3.

to

4.

Es tim at e-

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2NPS DENA 10(44)AK

SHEET

NUMBER

Typical Sections

Plan Sheets

Erosion Control

Temporary Traffic Control

ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 200 200

B0140 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 1 1

B0160 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,676 424 3,100

B0180 30604-0600 FULL DEPTH RECLAMATION WITH

FOAMED ASPHALT, 6-INCH DEPTH SQYD 93,149 4,651 97,800

B0200 30611-0000 CEMENT TON 283 17 300

B0220 30613-0000 ASPHALT BINDER (GRADE PG

52-28) TON 849 41 890

B0240 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 <3 MILLION

ESAL (TYPE II ROUGHNESS) TON 18,743 957 19,700

B0260 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 187 8 195

B0280 41201-0000 TACK COAT TON 53 3 56

B0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

B0320 62201-2050 ROLLER HOUR 40 40

B0340 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM

BLADE HOUR 40 40

B0360 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40 40

B0380 62301-0000 GENERAL LABOR HOUR 40 40

B0400 63302-0000 SIGN SYSTEM SQFT 19 6 25

B0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 130,538 6,662 137,200

B0440 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE STOP LINE) LNFT 36 36

B0460 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 26,634 1,366 28,000

3- O ct -2

:0

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Sc h B R ep av e D en al i P ar k R d

M P

3.

to

4.

Es tim at e-

.x ls x]

Sh ee t SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.3NPS DENA 10(44)AK

SHEET

NUMBER

Typical Sections

Plan Sheets

Erosion Control

Temporary Traffic Control

ALLOWANCE Bid Schedule

B0480 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

B0500 63502-1200 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 28-INCH EACH 250 250

B0520 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 40 40

B0540 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 8 8

B0560 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 56,656 3,344 60,000

B0580 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 383 12 395

B0600 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 560 40 600

B0620 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 70 5 75

B0640 63507-0800 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN DAY 85 5 90

B0660 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 1,120 40 1,160

B0680 63703-0000 RESIDENTIAL HOUSING EACH 3 3

B0700 63704-0000 VEHICLE EACH 2 2

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

3- O ct -2

:0

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Sc h B R ep av e D en al i P ar k R d

M P

3.

to

4.

Es tim at e-

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4NPS DENA 10(44)AK

SHEET

NUMBER

Typical Sections

Plan Sheets

Erosion Control

Temporary Traffic Control

ALLOWANCE Bid Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

C0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 200 100 300

C0140 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 1 1

C0160 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,543 557 4,100

C0180 30604-0600 FULL DEPTH RECLAMATION WITH

FOAMED ASPHALT, 6-INCH DEPTH SQYD 128,339 6,461 134,800

C0200 30611-0000 CEMENT TON 390 20 410

C0220 30613-0000 ASPHALT BINDER (GRADE PG

52-28) TON 1,169 61 1,230

C0240 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 <3 MILLION

ESAL (TYPE II-A ROUGHNESS) TON 26,087 1,313 27,400

C0260 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 261 14 275

C0280 41201-0000 TACK COAT TON 71 4 75

C0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

C0320 62201-2050 ROLLER HOUR 40 40

C0340 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM

BLADE HOUR 40 40

C0360 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40 40

C0380 62301-0000 GENERAL LABOR HOUR 40 40

C0400 63302-0000 SIGN SYSTEM SQFT 19 6 25

C0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 195,587 9,413 205,000

C0440 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE STOP LINE) LNFT 36 36

C0460 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 29,785 1,515 31,300

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

3- O ct -2

:2

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Sc h C R ep av e D en al i P ar k R d

M P

3.

to

4.

Es tim at e

.x ls x]

Sh ee t

STATE PROJECT

B.5NPS DENA 10(44)AK

SHEET

NUMBER

Typical Sections

Plan Sheets

Erosion Control

Temporary Traffic Control

ALLOWANCE Bid Schedule

C0480 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

C0500 63502-1200 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 28-INCH EACH 250 250

C0520 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 40 40

C0540 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 8 8

C0560 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 109,601 4,399 114,000

C0580 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 383 10 393

C0600 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 660 40 700

C0620 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 80 5 85

C0640 63507-0800 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN DAY 90 5 95

C0660 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 1,320 40 1,360

C0680 63703-0000 RESIDENTIAL HOUSING EACH 3 3

C0700 63704-0000 VEHICLE EACH 2 2

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

3- O ct -2

:2

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Sc h C R ep av e D en al i P ar k R d

M P

3.

to

4.

Es tim at e

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.6NPS DENA 10(44)AK

SHEET

NUMBER

FOOTNOTE:

ITEM 30611-0000 is estimated at 1% by weight of ITEM 30604-0600.

Full Depth Reclamation unit weight is estimated at 135 ;LBS/CUFT.)

Estimated at 1.97 TON/CUYD.

per square yard.

Estimated at 0.10 GAL/SQYD, 240 GAL/TON

Estimated at 1% by weight of ITEM 40101-5600.1

Estimated at 1.94 TON/CUYD.

ITEM 30613-0000 is estimated at 3% by weight of ITEM 30604-0600.

Full Depth Reclamation unit weight is estimated at 135 ;LBS/CUFT.)

C.1

STATE PROJECT

NUMBER

SHEET

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 a .d g n

AK NPS DENA 10(44)

c to b e r

C h e c k e d b y

D e s ig n e d b y

SHEET 1 of 6

STRUCTURE QUANTITIES

TABULATION OF PAVEMENT

Estimated at 1.97 TON/CUYD.

Full Depth Reclamation unit weight is estimated at 135 ;LBS/CUFT.)

per square yard.

Estimated at 0.10 GAL/SQYD, 240 GAL/TON

Estimated at 1% by weight of ITEM 40101-5600.1

C.2

STATE PROJECT

NUMBER

SHEET

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 b .d g n

AK NPS DENA 10(44)

c to b e r

C h e c k e d b y

D e s ig n e d b y

SHEET 2 of 6

STRUCTURE QUANTITIES

TABULATION OF PAVEMENT

Estimated at 1.97 TON/CUYD.

Full Depth Reclamation unit weight is estimated at 135 ;LBS/CUFT.)

6 Estimated at 0.10 GAL/SQYD, 240 GAL/TON per square yard.

Estimated at 1% by weight of ITEM 40101-5600.

C.3

STATE PROJECT

NUMBER

SHEET

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 c .d g n

AK NPS DENA 10(44)

c to b e r

C h e c k e d b y

D e s ig n e d b y

SHEET 3 of 6

STRUCTURE QUANTITIES

TABULATION OF PAVEMENT

Estimated at 1.97 TON/CUYD.

per square yard.

Estimated at 0.10 GAL/SQYD, 240 GAL/TON

Estimated at 1% by weight of ITEM 40101-5600.1

Full Depth Reclamation unit weight is estimated at 135 ;LBS/CUFT.)

C.4

STATE PROJECT

NUMBER

SHEET

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

AK NPS DENA 10(44)

c to b e r

C h e c k e d b y

D e s ig n e d b y

SHEET 4 of 6

STRUCTURE QUANTITIES

TABULATION OF PAVEMENT

Estimated at 1.97 TON/CUYD.1

Full Depth Reclamation unit weight is estimated at 135 ;LBS/CUFT.)

Estimated at 0.10 GAL/SQYD, 240 GAL/TON per square yard.

Estimated at 1% by weight of ITEM 40101-5600.

C.5

STATE PROJECT

NUMBER

SHEET

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 n

AK NPS DENA 10(44)

c to b e r

C h e c k e d b y

D e s ig n e d b y

SHEET 5 of 6

STRUCTURE QUANTITIES

TABULATION OF PAVEMENT

Estimated at 1.97 TON/CUYD.1

Full Depth Reclamation unit weight is estimated at 135 ;LBS/CUFT.)

Estimated at 0.10 GAL/SQYD, 240 GAL/TON per square yard.

Estimated at 1% by weight of ITEM 40101-5600.

C.6

STATE PROJECT

NUMBER

SHEET

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 e .d g n

AK NPS DENA 10(44)

c to b e r

C h e c k e d b y

D e s ig n e d b y

SHEET 6 of 6

STRUCTURE QUANTITIES

TABULATION OF PAVEMENT

LC

FOOTNOTE:

2 2

Varies

Varies

SAFETY EDGE DETAIL

NOTE:

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

Existing road

LC

2 2

Varies 1 Varies

Existing ground

DENALI PARK ROAD OVERLAY

Existing pavement surface

NO SCALE

pavement surface

Match existing

Pullout

Shoulder Shoulder

1' to 2' 1' to 2'

30°

Varies

Varies

Varies

Varies

Width varies ground

Existing

DENALI PARK ROAD FULL DEPTH RECLAMATION

AGGREGATE PULLOUT

PAVED PULLOUT

Va rie s

Pullout width varies reclamation

Full depth this sheet (typ.)

Edge Detail

See Safety

Asphalt concrete pavement

Existing ground

First lift asphalt concrete pavement

Second lift asphalt concrete pavement 3-inch compacted depth method 2, Roadway aggregate, 3.

2.

1.

Traveled laneTraveled lane 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 pavement concrete

Asphalt

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.

September 15, 2015 for geotechnical information, including

See Final Geotechnical Memorandum No. 26-15, dated full depth reclamation

Existing pavement or

Roadway aggregate, method 2

Roadway aggregate, method 2

Detail this sheet, typical

See Safety Edge

Roadway aggregate, method 2

Detail this sheet, typical

See Safety Edge

TYPICAL SECTIONS

SCHEDULE C: 180+00 to 777+53

SCHEDULE B: 350+00 to 777+53

SCHEDULE A: 473+30 to 777+53

SCHEDULE C: 180+00 to 777+53

SCHEDULE B: 357+00 to 777+53

SCHEDULE A: 473+30 to 777+53

See Safety Edge Detail this sheet, typical

Existing ground this sheet, typical

See Safety Edge Detail

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 ground

Existing

(see above typical section)

Asphalt concrete pavement overlay method 2

Roadway aggregate, Shoulder

1' to 2'

Traveled lane

Traveled lane

Shoulder

1' to 2'

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

SCHEDULE A, B, & C: 681+14 to 685+70

SCHEDULE A, B, & C

SCHEDULE A, B, & C

cross-section (see FP-14, Subsection 304.04).

to bring the finished surface to the established line, grade, and reclamation locations. Some roadway aggregate may be required

See Sheets C.1 to C.6 and D Sheets (D.5 - D.25) for full depth

Aggregate Pullout quantities included in Item 30202-2000.

See D Sheets (D.5 - D.25) for pullout locations.

computed using 22.5 feet width.

Match existing top pavement width. Pavement width quantities

2% minimum cross slope and match existing supers.

C.7

STATE PROJECT

NUMBER

SHEET

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 f.

d g n

AK NPS DENA 10(44)

c to b e r

C h e c k e d b y

D e s ig n e d b y

SHEET 1 OF 4

QUANTITIES

TABULATION OF PLAN

D.1

STATE PROJECT

NUMBER

SHEET

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 fa .d g n

AK NPS DENA 10(44)

A u g u s t

K

P a r k e r

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

SHEET 2 OF 4

TABULATION OF PLAN

D.2

STATE PROJECT

NUMBER

SHEET

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 fb .d g n

AK NPS DENA 10(44)

A u g u s t

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

SHEET 3 OF 4

TABULATION OF PLAN

D.3

STATE PROJECT

NUMBER

SHEET

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 g n

AK NPS DENA 10(44)

e p te m b e r

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

SHEET 4 OF 4

TABULATION OF PLAN

D.4

STATE PROJECT

NUMBER

SHEET

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 g n

AK NPS DENA 10(44)

e p te m b e r

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

Existing gate to remain

180+08

BEGIN PROJECT

To Rock Creek Reservoir

Flagpole Parking LotN

N

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 pavement surface

Existing pavement marking

Centerline pavement marking

Centerline from 180+00 to 777+53.

Apply Permanent Pavement Markings

180+00.00

M.P. 3.4 to 14.7, Phase II

Repave Denali Park Road

AK NPS DENA 10(44)

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

0.3 to < 3 million ESAL, 3-inch maximum size aggregate, gyratory mix, 1#2-inch or 3#4-inch

Asphalt concrete pavement, Transition zone

50'

SCHEDULE A 473+30

SCHEDULE B 350+00

SCHEDULE C 180+00

BEGIN SCHEDULE C

D.5

STATE PROJECT

NUMBER

AK

NPS DENA 10(44)

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 g

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

00+381 ot 0

0+08 noitamalce r ht ped llu

F

00+802 ot 00+191 noitamalcer htped lluF

6-inch compacted depth with foamed asphalt, Full depth reclamation coat Apply tack milling Asphalt pavement

DETAIL

PAVEMENT CONNECTION

SG1

4-

NPS Drwg. No. 184/80294

NPS PMIS No. 185910A

NPS Drwg. No. 184/80294

NPS PMIS No. 185910A

N

N

200+00 to 230+00

DENALI PARK ROAD

MP4

pavement marking

Centerline

00+802 00+191 noitamalcer htpe d lluF pavement marking

Centerline noitamalcer htped lluF noitamalcer htped lluF

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

M e a d o

C h e c k e d b y

D e s ig n e d b y to 221+70

214+50 reclamation

Full depth

+50 t o 22 1+70

222+50 to 260+00

CP

26114

CP

26114

CP

CP

26115 26116

N

N

230+00 to 260+00

DENALI PARK ROAD

1+ to

+34 , L

T pavement marking Centerline pavement marking Centerline pu llo ut d et ail

Se e

Sh ee t C .7 fo r p av ed

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y noita malce r htp ed llu

F noit amalc er ht ped lluF 00+06

2 ot 05+22

00+062 ot 0

5+222

GPS

PK1

N

N

260+00 to 290+00

DENALI PARK ROAD

Boring location

264+90, RT lane

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

MP5

pavement marking

Centerline

See Sh eet C.7 for pav ed pullo ut deta il281+59 to 2

85+23, LT

noitamalcer htped ll uF noitamalcer htped lluF

276+00 to 290+30

266+00 to 271+90

D.8

STATE PROJECT

S e p te m b e r

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

SG14

-10

290+00 to 320+00

DENALI PARK ROAD

Boring location

314+00, 7.5' RT

Stabilized Construction Exit Details

See Sheet E.1 for

Staging area

Mile 5 Pit

MP6

approach road

Mile 5 Pit

295+50 pavement marking

Centerline pavement marking

Centerline

+40 to 3 13+

Full dep th r ecla matio n

00+733 ot 05+513 noitamalcer htped lluF noitamalcer htped lluF

05+313 ot 04+192

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

Full depth reclamation

276+00 to 290+30

SG14-11

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 pavement marking

Centerline pavement marking

Centerline noitamalcer htped lluF

00+733 ot 05+513 noitamalcer htped lluF

00+733 ot 05+513 noitamalcer htped lluF

00+053 00+543

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

0 3

SG14-12

MOOSE

GPS

N

H in e s

C r e e k

350+00 to 380+00

DENALI PARK ROAD

Boring location

370+80, 7' RT

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

MP7

SG14-13

approach road

Mile 7 Pit

368+00 pavement marking

Centerline pavement marking

Centerline

See Sheet C.7 for paved pullout detail

377+18 to 383+17, LT

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

BEGIN SCHEDULE B

+13

4 ot 07+773 noit amalc er ht ped ll uF

04+86 3 ot

+75 noita malc er h tpe d ll uF

04+863 ot 00+753 noitamalcer htped lluF

5 3

5 3

380+00 to 410+00

DENALI PARK ROAD

377+70 to 4 31+50

Full de pth rec lamation

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

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

Centerline pavement marking

Centerline

See Sheet C.7 for paved pullout detail

377+18 to 383+17, LT

See Sh eet C.7 for pa ved pu llout de tail401+60 to 4

05+79, LT

noitamalcer htped llu F

05+134 ot 07+773

D.12

STATE PROJECT

S e p te m b e r

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

410+00 to 440+00

DENALI PARK ROAD

R

T

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

377+50 to 431+50

Full depth reclamation

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

MP8

pavement marking

Centerline

433+00 to 438+00

Full depth reclamation

439+00 to 442+00

Full depth reclamation

Full depth reclamation

377+50 to 431+50

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

SG14

-15

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

440+00 to 470+00

DENALI PARK ROAD

444+00 to 453+20

Full depth reclamation

L

T

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

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

R

T w oll e y dil o s el b u o d ni g e B pavement marking

Centerline pavement marking

Centerline

439+00 to 442+00

Full depth reclamation

459+00 to 467+50

Full depth reclamation

469+50 to 473+23

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

Full depth reclamation

See Sheet C.7 for paved pullout detail

GPS

MP9

470+00 to 500+00

DENALI PARK ROAD

473+30 to 539+40

Full depth reclamation

Full depth reclamation

473+30 to 539+40

MP9

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

473+30

BEGIN SCHEDULE A

469+50 to 473+23

Full depth reclamation

See Sheet C.7 for pullout detail4

500+00 to 530+00

DENALI PARK ROAD

473+30 to 539+40

Full depth reclamation

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

MP10

pavement marking Centerline pavement marking Centerline

515+00, 11' LT

Boring location

D.16

STATE PROJECT

J u ly

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

P a r k

M e a d o

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

530+00 to 560+00

DENALI PARK ROAD

542+90 to 610+00Full depth reclamation pavement marking

Centerline pavement marking

Centerline

542+90 to 610+00

Full depth reclamation

473+30 to 539+40

Full depth reclamation

See Sheet C.7 for paved pullout detail

532+66 to 536+12, RT

See Sheet C.7 for paved pullout detail

554+44 to 558+09, LT

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

MP11

N

N

560+00 to 590+00

DENALI PARK ROAD

Full depth reclamation

542+90 to 610+00

Full depth reclamation

542+90 to 610+00

Boring location

564+50, 7' LT

MP11

R

T

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

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

569+13 to 570+88, RT

See Sheet C.7 for pullout detail 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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

5 5

0 5

SG14-17

590+00 to 620+00

DENALI PARK ROAD

Full depth reclamation

542+90 to 610+00

00+016 ot 09+245 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 pavement marking

Centerline pavement marking

Centerline

L

T

614+00 to 639+50

Full depth reclamation

618+71 to 621+95, LT paved pullout detail

See Sheet C.7 for

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

5 6

620+00 to 650+00

DENALI PARK ROAD

614+00 to 639+50

Full depth reclamation

Full depth reclamation

Full depth reclamation

614+00 to 639+50

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

MP12

pavement marking

Centerline pavement marking

Centerline

618+71 to 621+95

See Sheet C.7 for paved pullout detail

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

5276 sqft

SG14-18

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

SHUTTLE STOP

CAMPGROUND

SAVAGE RIVER

672+87 to 674+06, RT

NOTE:

1.

30' R

24'

30' R 30' R 25' R

30' R 25' R

D.27 for detail

See Sheet

12" wide stop line, D.27 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 and for Paved Shuttle Stop Pullout Detail.

See Sheet G.1 for Approach Road Detail surfaced approach

Aggregate

672+12 LT

Boring location

659+80, 6' RT

See Sheet G.1 for details Paved shuttle stop pullout

See Sheet G.1

Paved approach

670+21 LT

See Sheet G.1

Paved approach

673+34 LT

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

SG14-19

680+00 to 710+00

DENALI PARK ROAD

650+30 to 697+

Full depth reclamation

Existing gate to remain

686+00

Savage River cabin trail

681+14 to 685+

70, RT

R

T

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

MP13

pavement marking

Centerline pavement marking

Centerline

650+30 to 697+50

Full depth reclamation

705+00 to 714+90

Full depth reclamation

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

See Sheet C.7 for agg regate surf ace pullout detail

SAVAGE

N

N

710+00 to 740+00

DENALI PARK ROAD

716+40 to 728 +70

Full dept h reclamation

705+00 to 714+90 Full depth reclamation

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

MP14

noitamalcer htped lluF

07+827 ot 04+617 pavement marking

Centerline

D.23

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

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

740+00 to 770+00

DENALI PARK ROAD

t o

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

754+60 to 757+30Full depth reclamation

762+10 to 773+30

Full depth reclamation

754+60 to 757+30 Full depth reclamation pavement marking

Centerline pavement marking

Centerline

0+ t o 7

+96 , L

T

Se e S he et

C.

7 f or pa ve d p ull ou t d eta il

D.24

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 fx .d

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

SAVAGE

RIVER

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

770+00 to 777+53

DENALI PARK ROAD

N

NOTE:

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

SG14-22

777+53

50' R

+3 o t

+2

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

50'

Transition bridge deck

Existing concrete

6+ t o

7+

CONNECTION DETAIL AT OVERLAY

SAVAGE RIVER BRIDGE

EXISTING

SAVAGE RIVER BRIDGE

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

END PROJECT

E = 1804314.21

N = 3583472.55

Asphalt paving milling for detail

See Sheet D.27

12" Wide stop line

R ec la m at io n

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

777+53

M.P. 3.4 to 14.9, Phase II

Repave Denali Park Road

AK NPS DENA 10(44)

END SCHEDULE A, B, C

D.25

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 fy .d

P a r k

.M e a d o

C h e c k e d b y

D e s ig n e d b y

See Sheet G.1

Paved approach

775+21 RT

Fu ll de pt h

NPS Drwg. No. 184/80294

NPS PMIS No. 185910A

GPK FILE DATED 9/14/2010

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

MOOSE 3550871.686 1789582.137 2723.362 63° 42'51.453469 N 149°04'48.351685 W 2768.4028 0.99979332 5/8" IR w/FHWA alum cap

MP9 3549649.065 1780632.001 3045.525 63° 42'40.649037 N 149°08'07.394338 W 3090.6972 0.99977502 5/8" IR w/FHWA alum cap

MP11 3549466.889 1769895.824 2972.154 63° 42'40.230969 N 149°12'05.745633 W 3017.3361 0.99977522 5/8" IR w/FHWA alum cap

PK1 3551519.343 1798690.710 2389.035 63° 42'56.498240 N 149°01'25.945351 W 2433.8651 0.99981245 PK nail

SAVAGE 3554180.909 1758307.038 2719.833 63° 43'27.995761 N 149°16'21.783212 W 2764.8071 0.999784 5/8" IR w/FHWA alum cap

VISTA 3550822.767 1762672.916 2759.539 63° 42'54.441273 N 149°14'45.711692 W 2804.6453 0.99978329 5/8" IR w/FHWA alum cap

26114 3551606.042 1802078.005 2263.854 63°42'56.836830 N 149°0'10.722976 W 2308.595 0.99981966 5/8" IR w/FHWA alum cap

26115 3551500.075 1801722.830 2276.862 63°42'55.848288 N 149°0'18.643923 W 2321.615 0.99981891 5/8" IR w/FHWA alum cap

26116 3551696.792 1801370.337 2297.104 63°42'57.838530 N 149°0'26.400792 W 2341.86 0.99981781 5/8" IR w/FHWA alum cap

11651 3559690.531 1755295.944 2604.379 63°44'22.563870 N 149°17"27.292190 W 2649.1896 0.99991501 5/8" IR w/FHWA alum cap

11652 3559651.590 1754698.581 2592.619 63°44'22.245640 N 149°17"40.574410 W 2637.4286 0.999914854 5/8" IR w/FHWA alum cap

Note:

PROJECT : Repave Denali Park Road 3.4 to 14.9

DATE OF FIELD WORK :7/2010

DATE OF FINAL ADJUSTMENT :7/2010

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : SPCS NAD83; Alaska Zone 4

EPOCH DATE :2003.000

VERTICAL DATUM : NAVD88 based on Geoid 06

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

STATE PROJECT

DENA 10(41) D.26AK

c:

\m yf ile s\ pw _p ro du ct io n\ d0

D

EN

A _1

4_

C on tr ol

Sh ee t.

xl sx ]S he et

-A ug -2

2:

P M

W

FL

H D

S ur ve y

D av ie s

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

PAVEMENT MARKINGS

LINEAR

10'30'10'30'10'

4" broken yellow centerline

NOTE:

NO SCALE

s s

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L

L h o u ld e r

L a n e

T r a v e l

L a n e

T r a v l h o u ld e r

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

L w

Minor approach w

CL

CL

L a n e

L a n e

Design location of top lift pavement joint pavement markings and

Offset centerline for

Centerline as required

4" solid double yellow centerline

Edge of pavement markings when specified

Approach road pavement

Major approach road required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines

Varies by the maintaining agency.

pavement markings when specified on the plans or when required

Typical pavement marking widths are shown. Use wider locations.

widening area. See staking details for curve widening transition

Maintain a constant shoulder width "s" throughout the curve widening "w" to achieve equal lane widths within the roadway.

Paint centerline pavement markings on curves with curve interface when curb is present.

Place edge line pavement markings at asphalt/concrete curb

Turnout

See Detail this sheet allow sufficient sight distance.

Locate 12" wide stop line to m a x m in

STOP LINE DETAIL

D.27

STATE PROJECT

NUMBER

SHEET

J u ly

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 fy y y .d g

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

REVISED:

W633-7

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2009

6" x 8" when located within the clear zone or if the

WOOD POSTS

INSTALLATION

PERMANENT SIGN

Product of X-Y-Z in CUFT(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

7 ft

5 ft6 ft

2 ft

For all retroflectorized signs where W > 25' all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

22 ft (max.)

X=14 ft (min.) to

V may be reduced by 1 foot in rural districts for

" lock nut16

" oversized washer16

" bolt16

" bolt thru the post8

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

J u ly

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

D.28 NPS DENA 10(44) AK

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

NOTE:

NO SCALE

0.6X0.2X 0.2X

W

.5

Y

Z ty p

D

V Y

H

5.

4.

3.

2.

1. Traffic barrier protection is required for all posts larger than

H

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y

E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

(See Post Selection table)

Notch depth (where required)

W

0.15X0.35X0.35X0.15X

0.125X0.25X0.25X0.25X0.125X

Same post size

V Y ty p

DBackfill material ty p

Z

.5

Y

.5

Y Z

V Y

H

H

H 1

H

H

H

H

Location

Rural Districts

Residence Districts

Business or

W

W

V Y

.5

Y

Z ty p

D

H

CL

Bottom of sign post

See table for hole size post, parallel to sign face.

Field drill holes through

Finish ground line

Same post size

Backfill materialBackfill material

Same post size

Backfill material a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil to fit field conditions.

indicate overall post length. Select post lengths 4 thru H1H clear zone.

post is vulnerable to being struck when placed outside the

DETAILS

AND TREATMENT

TABULATION OF QUANTITIES

Existing paved road

NOTE:

50' typ.

6" min.

See Note 2

25' R, typ.

ingress / egress area, 20' typ.

Provide full width of

Adjust length to fit field conditions as approved by the CO.

onto paved roadway.

Remove build-up of sediment as necessary to reduce tracking exit.

Construct radius to allow turning movement of typical truck using drainage ditches.

Provide temporary drainage where entrance crosses existing

Construct drainage ditches along entrance as directed by the CO.

4.

3.

2.

1.

See Note 2

25' R, typ.

FOOTNOTE:

Area measured using Google Earth.

Location directed by the CO.

Class 1, Type A

Geotextile, Placed riprap, method A, class 1

E.1

STATE PROJECT

e p te m b e r

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 e b .d

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y construction exit materials as approved by CO)

(Contractor may substitute other equivalent

STABILIZED CONSTRUCTION EXIT

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

Direction of runof f from distur bed area s disturbed areas

Runoff from e p te m b e r

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

E.2 NPS DENA 10(44) AK

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow

PLAN

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACINGStep 2: Backfill soil against fiber rolls and install fiber rolls

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

NO SCALE

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

Stake and entrench fiber roll water from flowing around the fiber roll

Provide sufficient length to prevent sp ac in g ch ar t

S ee f ib er r ol l

Direction of runof f from distur bed area s

NPS Drwg. No. 136/125480

NPS PMIS No. 207748

1 See SCR subsection 156.04(b)(4)(a) for traffic signal usage conditions.

F.1

STATE PROJECT

NUMBER

SHEET

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 n a .d g n

AK NPS DENA 10(44)

c to b e r

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

QUANTITIES

TRAFFIC CONTROL

TABULATION OF TEMPORARY

2.73.512.8

11.625.711.7

14.120.814.1

FEET

"TRUCKS" C; "ENTERING" C; "HIGHWAY" C;

36.0" across sides 2.3" Radius, 0.9" Border, 0.6" indent, Black on Yellow;

W16-2P

SP-1

FOOTNOTE:

Not shown on plans, use as required.1

QUANTITIES

TRAFFIC CONTROL

TABULATION OF TEMPORARY

F.2

STATE PROJECT

NUMBER

SHEET

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 n b .d g n

AK NPS DENA 10(44)

c to b e r

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

F.3

NUMBER

SHEET

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 n b b .d g n

AK NPS DENA 10(44)

S e p te m b e r

P a r k

M e a d o

C h e c k e d b y

D e s ig n e d b y

QUANTITIES

TRAFFIC CONTROL

TABULATION OF TEMPORARY

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

On curves with radius less than 500', reduce cycle length to 20'.

with paint or tape, use Standard 635-2.

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-3

500'

500'

500'

500'

500'

500' cycle length

40' cycle length

40' cycle length

40'

STATE PROJECT

NUMBER

SHEET

F.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

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

NPS DENA 10(44) AK

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12 each direction of travel.

Use permanent markings plan to determine no passing zones for

(optional)

W14-3

(optional)

W14-3

(optional)

W14-3

TABLE A

Markings Are Required

Maximum Duration Before

ADT

See Note 2

See Note 2

See Note 2

3 Days

14 Days

> 1000

≤ 1000

R4-1

R4-1

R4-1

See Note 6

R4-2

See Note 6

R4-2

See Note 6

R4-2

6.

5.

4.

3.

2.

1.

longer periods/higher ADT or for application of temporary markings positioning guides and signing are provided per this detail. For

For periods noted in Table A, pavement may be unmarked if vehicle installed at the upstream end of the zone.

a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been

Use the "PASS WITH CARE" (R4-2) sign at the downstream end of

NOTE:

NO SCALE

Two-way traffic

Passing zone both directions

DETAIL A

Two-way traffic

No Passing zone one direction

DETAIL B

Two-way traffic

No Passing zone both directions

DETAIL C

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

STATE PROJECT

NUMBER

SHEET

F.5

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

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

NPS DENA 10(44) AK

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

NOTE:

NO SCALE

the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50' - 100' (optional)50' - 100'

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

See Note 6

10' min.

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

STATE PROJECT

NUMBER

SHEET

F.6

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

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

NPS DENA 10(44) AK

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide…