Denali_Park_Road_MP_3.4_to_14.9.pdf

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

Project Location

PLANS FOR PROPOSED PROJECT

DENALI

NATIONAL

PARK

MC KINLEY PARK

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

ER

RIVER

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

Schedule locations

See A.3 for

N

NATIONAL

PARK

SERVICE

LENGTH: 11.5 MILES

LENGTH: 11.5 MILES

LENGTH: 11.5 MILES

reconstruction, and striping

Subexcavation, reclamation, paving, MP 3.4 TO 14.9

REPAVE DENALI PARK ROAD

SCHEDULE C:

SCHEDULE B:

SCHEDULE A:

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

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

/s/ Don Striker

/s/ Herbert C. Frost 9/14/2015

9/10/2015

9/17/2015/s/ Brent Coe for

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

A u g u s t

U

S 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(41) AK

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

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

Fiber Roll or Wattle

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

TRUCK TURN AROUND

781+73.5

SAVAGE RIVER BRIDGE

777+53 to 780+73

TRUCK TURN AROUND

775+18

NOTE:

1.

SCHEDULE C

SAVAGE RIVER PARKING EAST

SAVAGE RIVER PARKING WEST

A.3

STATE PROJECT

NUMBER

SHEET

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 a c .d g n

R J O

H N

S O

P O

B

R

C h e c k e d b y

D e s ig n e d b y

S C

H E

D U

L E B , C

SCHEDULE A, B, C

between 183+00 to 776+20.

Subexcavation locations total 11,650 LF (2.2 miles)

Sheet and Description

SECTION C SECTION D SECTION E SECTION F -

TYPICAL

SECTIONS

PLAN &

PROFILE

TEMPORARY

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 400 50 450

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (GOVERNMENT FURNISHED) LNFT 900 50 950

A0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2 2

A0180 20401-0000 ROADWAY EXCAVATION CUYD 507 78 585

A0200 20402-0000 SUBEXCAVATION CUYD 29,315 585 29,900

A0220 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 44,358 2,442 46,800

A0240 20703-2000 GEOGRID, STABILIZATION SQYD 134,198 6,002 140,200

A0260 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 58,827 2,973 61,800

A0280 30302-1000 DITCH RECONDITIONING LNFT 700 100 800

A0300 40301-0000 ASPHALT CONCRETE PAVEMENT (TYPE I) TON 4,010 190 4,200

A0320 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,883 1,883

A0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0360 62201-2050 ROLLER HOUR 40

A0380 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40

A0400 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 40

A0420 62301-0000 GENERAL LABOR HOUR 80

A0440 63302-0000 SIGN SYSTEM SQFT 12.50 12.50

A0460 63316-1000 REMOVE AND RESET SIGN EACH 7 7

A0480 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE STOP LINE) LNFT 120 120

A0500 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 199,475 125 199,600

A0520 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 29,785 215 30,000

A0540 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH EACH 200 200

A0560 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 30 30

A0580 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 6 6

A0600 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 1 1

A0620 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 23,300 1,000 24,300

A0640 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 348 348

A0660 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 102 102

A0680 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN DAY 72 72

A0700 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 2,700 2,700

A0720 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM LPSM All ALL

A0740 63703-0000 RESIDENTIAL HOUSING EACH 3

A0760 63704-0000 VEHICLE EACH 3

MileStone: 100% Date Completed: In Progress Report Date: 09/16/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-S ep

-2

3:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

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D

EN

A

_s um m ar y_ of _q ua nt iti es

.x ls m ]S he et

STATE PROJECT

B.1NPS DENA 10(41)AK

SHEET

NUMBER

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

TYPICAL

SECTIONS

PLAN &

PROFILE

TEMPORARY

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 400 50 450

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (GOVERNMENT FURNISHED) LNFT 900 50 950

B0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2 2

B0180 20401-0000 ROADWAY EXCAVATION CUYD 507 78 585

B0200 20402-0000 SUBEXCAVATION CUYD 29,315 585 29,900

B0220 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 44,358 2,442 46,800

B0240 20703-2000 GEOGRID, STABILIZATION SQYD 134,198 6,002 140,200

B0260 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 59,798 3,102 62,900

B0280 30302-1000 DITCH RECONDITIONING LNFT 700 100 800

B0300 30604-0600 FULL DEPTH RECLAMATION WITH FOAMED ASPHALT, 6-INCH DEPTH SQYD 44,574 2,226 46,800

B0320 30611-0000 CEMENT TON 135 7 142

B0340 30613-0000 ASPHALT BINDER (GRADE PG 52-28) TON 394 16 410

B0360 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE II ROUGHNESS) TON 7,882 318 8,200

B0400 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 79 6 85

B0440 40301-0000 ASPHALT CONCRETE PAVEMENT (TYPE I) TON 4,010 190 4,200

B0460 41201-0000 TACK COAT TON 25 1 26

B0480 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,883 1,883

B0500 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

B0520 62201-2050 ROLLER HOUR 40

B0540 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40

B0560 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 40

B0580 62301-0000 GENERAL LABOR HOUR 80

B0600 63302-0000 SIGN SYSTEM SQFT 31.25 31.25

B0620 63316-1000 REMOVE AND RESET SIGN EACH 8 8

B0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE STOP LINE) LNFT 270 270

B0660 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 199,475 125 199,600

B0680 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 29,785 215 30,000

B0700 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH EACH 250 250

B0720 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 40 40

B0740 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 10 10

B0760 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 1 1

B0780 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 52,720 2,000 54,720

B0800 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 348 348

B0820 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 125 125

-S ep -2

3:

P M

MileStone: 100% Date Completed: In Progress Report Date: 09/16/15 c:

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2)

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.2NPS DENA 10(41)AK

SHEET

NUMBER

TYPICAL

SECTIONS

PLAN &

PROFILE

TEMPORARY

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

B0840 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN DAY 93 93

B0860 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 3,175 3,175

B0880 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM LPSM All ALL

B0900 63703-0000 RESIDENTIAL HOUSING EACH 3

B0920 63704-0000 VEHICLE EACH 3

-S ep -2

3:

P M

MileStone: 100% Date Completed: In Progress Report Date: 09/16/15 c:

\m yf ile s\ pw

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D

EN

A

_s um m ar y_ of _q ua nt iti es

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3)

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(41)AK

SHEET

NUMBER

TYPICAL

SECTIONS

PLAN &

PROFILE

TEMPORARY

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 400 50 450

C0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (GOVERNMENT FURNISHED) LNFT 900 50 950

C0160 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2 2

C0180 20401-0000 ROADWAY EXCAVATION CUYD 507 78 585

C0200 20402-0000 SUBEXCAVATION CUYD 29,315 585 29,900

C0220 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 44,358 2,442 46,800

C0240 20703-2000 GEOGRID, STABILIZATION SQYD 134,198 6,002 140,200

C0260 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 60,420 3,130 63,550

C0280 30302-1000 DITCH RECONDITIONING LNFT 700 100 800

C0300 30604-0600 FULL DEPTH RECLAMATION WITH FOAMED ASPHALT, 6-INCH DEPTH SQYD 97,732 4,918 102,650

C0320 30611-0000 CEMENT TON 295 10 305

C0340 30613-0000 ASPHALT BINDER (GRADE PG 52-28) TON 852 33 885

C0380 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE II ROUGHNESS) TON 16,026 634 16,660

C0400 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 160 5 165

C0440 40301-0000 ASPHALT CONCRETE PAVEMENT (TYPE 1) TON 4,010 190 4,200

C0460 41201-0000 TACK COAT TON 48 2 50

C0480 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,883 1,883

C0500 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

C0520 62201-2050 ROLLER HOUR 40

C0540 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40

C0560 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 40

C0580 62301-0000 GENERAL LABOR HOUR 80

C0600 63302-0000 SIGN SYSTEM SQFT 31.25 31.25

C0620 63316-1000 REMOVE AND RESET SIGN EACH 9 9

C0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 199,475 125 199,600

C0660 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE STOP LINE) LNFT 270 270

C0680 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 29,785 215 30,000

C0700 63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH EACH 300 300

C0720 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 50 50

C0740 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 14 14

C0760 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 1 1

C0780 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 86,800 4,000 90,800

C0800 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 348 348

C0820 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 154 154

-S ep -2

3:

P M

MileStone: 100% Date Completed: In Progress Report Date: 09/16/15 c:

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A

_s um m ar y_ of _q ua nt iti es

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4)

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

STATE PROJECT

B.4NPS DENA 10(41)AK

SHEET

NUMBER

TYPICAL

SECTIONS

PLAN &

PROFILE

TEMPORARY

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

C0840 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN DAY 110 110

C0860 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 3,650 3,650

C0880 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM LPSM All ALL

C0900 63703-0000 RESIDENTIAL HOUSING EACH 3

C0920 63704-0000 VEHICLE EACH 3

-S ep -2

3:

P M

MileStone: 100% Date Completed: In Progress Report Date: 09/16/15 c:

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5)

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

STATE PROJECT

B.5NPS DENA 10(41)AK

SHEET

NUMBER

FOOTNOTE:

C h e c k e d b y

D e s ig n e d b y

C.1

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 a .d g n

Estimated at 1.94 TON/CUYD.

Estimated at 1.97 TON/CUYD.

QUANTITIES

TABULATION OF

SCHEDULE A

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

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

Estimated at 1.94 TON/CUYD.

QUANTITIES

TABULATION OF

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

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

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.

C h e c k e d b y

D e s ig n e d b y

C.2

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 c b .d g

SCHEDULE B

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

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

Estimated at 1.94 TON/CUYD.

See Sheet C.2 for quantity totals.

1.

C h e c k e d b y

D e s ig n e d b y

C.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 c c .d g n

QUANTITIES

TABULATION OF

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

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

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.

SCHEDULE C

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

Existing pavement surface

NO SCALE

pavement surface

Match existing pavement surface

Match existing

Pullout

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 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.

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

Shoulder

1' to 2'

Traveled lane

Shoulder

1' to 2'

Shoulder

2'

Shoulder

2' 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.

2% minimum cross slope and match existing supers.

C h e c k e d b y

D e s ig n e d b y

C.4

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 c d .d g n

394+95 to 585+00 SCHEDULE C

585+00 to 777+53 SCHEDULE B & C

394+95 to 585+00 SCHEDULE C

585+00 to 777+53 SCHEDULE B & C

SCHEDULE B & C

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

208+00 to 214+50, RT

TYPICAL SECTIONS

LC

SUBEXCAVATION TYPE 1

V ar ie s

Varies

SUBEXCAVATION TYPE 2

LC

5% min.

1Varies

Varies

Varies

5% min.

Varies

2 2

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 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

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

4.

3.

2.

1.

Roadway aggregate, method 2

C.5

STATE PROJECT

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 c e .d g

C h e c k e d b y

D e s ig n e d b y

UNDERDRAIN SYSTEM

STANDARD

453+20 to 459+09, LT

208+00 to 214+50, LT stabilization

Geogrid, UNDERDRAIN SYSTEM

STANDARD

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.

2% minimum cross slope and match existing superelevation.

see Sheet G.2 for Standard Underdrain System Details.

208+00 to 214+50, RT and LT and 453+20 to 459+00, LT

Standard Underdrain Systems -

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

QUANTITIES

TABULATION OF PLAN

FOOTNOTE:

453+20 to 459+00, LT

208+00 to 214+50, RT & LT

S C

H E

D U

L

C

H E

D U

B

C

H E

D U

C

H E

D U

L E

A S C

H E

D U

C

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(41)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

Quantity includes double application.

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

QUANTITIES

TRAFFIC CONTROL

TABULATION OF PERMANENT

S C

H E

D U

C

H E

D U

L E

B C

D.2

STATE PROJECT

NUMBER

SHEET

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 fb .d g

C h e c k e d b y

D e s ig n e d b

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

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 pavement marking

Centerline

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

M.P. 3.4

Repave Denali Park Road

NPS DENA 10(41)

from 180+00 to 787+25.

Apply Permanent Pavement Markings

SG1

4-

200+00 to 230+00

DENALI PARK ROAD

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

See Standard Underdrain

Outlet Pipe Layout below

10'

STANDARD UNDERDRAIN OUTLET PIPE LAYOUT

D.4

STATE PROJECT

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 fd .d

C h e c k e d b y

D e s ig n e d b y

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

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

Existing pullout to remain281+59 to 2

85+23, LT

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

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 approach road

Mile 5 Pit

295+50 pavement marking

Centerline pavement marking

Centerline

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

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 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

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

Sheet E.1 for details

Install fiber roll, see

372+00 to 373+40, LT and RT

5 3

5 3

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

395+00

BEGIN OVERLAY SCHEDULE C

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

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

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

system, LT

Standard underdrain 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

See Sheet G.2 for detail

Standard underdrain system, LT

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 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

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

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

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

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

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

BEGIN OVERLAY SCHEDULE B

SCHEDULE B & C

5 5

0 5

SG14-17

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

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

SCHEDULE B & C

SCHEDULE B

& C

SCHEDULE B & C

SCHEDULE B & C

5 6

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 pavement marking

Centerline pavement marking

Centerline

SCHEDULE B & C

SCHEDULE B & C

SCHEDULE B & C

SCHEDULE B & C

D.18

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 fr .d

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

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

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 fs .d

C h e c k e d b y

D e s ig n e d b y

SCHEDULE B & C

SCHEDULE B & C

SCHEDULE B & C

SCHEDULE B & C

SCHEDULE B & C

SG14-19

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

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

SCHEDULE B & C

SCHEDULE B & C

SCHEDULE B & C SCHEDULE B & C

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 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

SCHEDULE

B

& C

SCHEDULE B & C

SCHEDULE B & C

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 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

SCHEDULE B & C

S C H E D

U

LE

B C

SCHEDULE B & C

SCHEDULE B & C

SCHEDULE

B C

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 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

2 e pyT

,n oit av ac xe bu

S

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

Savage River Bridge

SCHEDULE B & C

777+53

END OVERLAY

SCHEDULE B & C

S C H

ED

U

LE

B C

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.24AK

C

U se rs \c ur tis

.j or ge ns on \D es kt op

D

EN

A _1

1_

C on tr ol

S he et .x ls x]

Sh ee t

-S ep

-2

:5

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 h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e 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

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

D.25

STATE PROJECT

NUMBER

SHEET

J u n e

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 g

C h e c k e d b y

D e s ig n e d b

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

N o v e 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 fz .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

D.26 NPS DENA 10(41) AK

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

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

Flo

Flo w

Flow

Flow

Culvert inlet

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

Fiber roll

FIBER ROLL AT CULVERT INLET

DETAILS

AND TREATMENT

TABULATION OF QUANTITIES

Existing paved road

NOTE:

type IV-E

Geotextile, aggregate, 3" to 6" in diameter

Clean, crushed

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.

STABILIZED CONSTRUCTION EXIT

See Note 2

25' R, typ.

FOOTNOTE:

Area measured using Google Earth.

Location directed by the CO.

E.1

STATE PROJECT

S 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

J o r g e n s

P o b a r

C h e c k e d b y

D e s ig n e d b

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

157-1

SILT FENCE

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

m in m in m in min.

4"

6" min. trench

STATE PROJECT

NUMBER

SHEET

E.2

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A p r il

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

NPS DENA 10(41) AK

NPS PMIS No. 185910A NPS Drwg. No. 184/80,294 fo r s p a c in g

S e e n o te

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

4.

3.

2.

1.

Fi ll slo pe around…