80__Dyea_Rd_Plan_Set.pdf

PDF 12 MB Posted Sep 1, 2015

Attached to: AK NPS KLGO 10(1) Repair Dyea Flats Road and Slide Cemetery Road
Solicitation number: DTFH70-15-B-00024
Issued by: Department of Transportation Federal Highway Administration

About this file

From the source

Preliminary Plans

View the file

Other files

File	Type	Posted
BidSum_Dyea.pdf	PDF	Mar 15, 2016
A001_AK_NPS_KLGO_10(1).pdf	PDF	Mar 3, 2016
Q A_02_25.pdf	PDF	Feb 25, 2016
Final_Dyea_Rd_Plan_Set.pdf	PDF	Feb 12, 2016
Lost_EARTHWORK.pdf	PDF	Feb 12, 2016
SWPPP_DYEA_Flat_Road_Project_AK_NPS_KLGO_10(1).pdf	PDF	Feb 12, 2016
Geotechnical_GM16-15.pdf	PDF	Feb 12, 2016
Final_XS_Slide_Lost_Lake_Rds.pdf	PDF	Feb 12, 2016
DYEA_EARTHWORK.pdf	PDF	Feb 12, 2016
IFB_DYEA.pdf	PDF	Feb 12, 2016
Final_XS_Dyea_Flats_Rd.pdf	PDF	Feb 12, 2016
Lost_Trail_Existing_Bridge_Information.pdf	PDF	Feb 12, 2016
Plan_Request_form_DYEA.pdf	PDF	Feb 12, 2016
PROJECT_DESCRIPTION.pdf	PDF	Sep 1, 2015
Notice_to_Prospective_Bidders.pdf	PDF	Sep 1, 2015

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% D es ign

P lan s

Not for

C on str uc tio n

Juneau

State Park

Point Bridge

Preserve and

National Park

Glacier Bay

Island

Chichagof

Island

Admiralty

Bemers Bay

Gold Rush

Klondike

PROJECT LOCATION

Marine Park

Bay State

St. James

ALASKA

Forest Resource

Haines State

State Forest

Haines

CANADA

STATES

CAN

ITED

STATES

C A

N A

D A

C h ilk o o t In le t

C h ilk a t In le t

Alaska of

Gulf

Skagway

Atlin Lake

S T

A T E S

UNITED

Dyea Rd

SCALE IN MILES

25 0 25 50

Tatshenshini - Alsek Park

State Marine Park

Funter Bay

Project Location

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

INDEX TO SHEETS

PROJECT MANAGER

PLANS FOR PROPOSED PROJECT

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

NATIONAL

PARK

SERVICE

Department of the Interior

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

E R

C A

N A

D A

U N I T

E D S

T A

T E S

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

UNI

STATE

RUSS

AK NPS KLGO 10(1)

e (max)

ADT (2036)

ADT (2016)

N/A

15 MPH

B. CHON

NATIONAL HISTORICAL PARK

KLONDIKE GOLD RUSH

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

LENGTH 2.238 MILES

SLIDE CEMETERY ROAD

AND

REPAIR DYEA FLATS ROAD

A.1

STATE PROJECT

NUMBER

SHEET

J u n e

S S u r ft

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

AK NPS KLGO 10(1)

S L

A N I N

M E

A D

O W

C h e c k e d b y

D e s ig n e d b y

RUSH NATIONAL PARK

KLONDIKE GOLD

H. PERMANENT TRAFFIC CONTROL PLAN

G. TEMPORARY TRAFFIC CONTROL PLAN

F. DRAINAGE

E. EROSION CONTROL

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

Base, subexcavation, and drainage

ALASKA

SKAGWAY HOONAH ANGOON BOROUGH

DATE

Western Federal Lands Highway Division

Director, Project Delivery, DATE

DATE

Western Federal Lands Highway Division

Director, Project Delivery, National Park Service

Regional Director, Alaska Region, Klondike Gold Rush National Historical Park

Superintendent, Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

STANDARD DRAWING

QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL

STANDARD DRAWINGS

TABULATION OF TEMPORARY TRAFFIC CONTROL

RIRPRAP HEADWALL AND TRENCH DRAIN

TABULATION OF DRAINAGE QUANTITIES

CONTROL TREATMENT

CULVERT AND TRENCH DRAIN EROSION

CONTROL QUANTITIES

TABULATION OF SOIL EROSION SEDIMENT

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

H.2

H.1

G.2-5

G.1

F.6

F.2-5

F.1

E.3-6

E.2

E.1

D.2-23

D.1

C.1-3

B.1-2

A.3

A.2

A.1

APPROVED:

es ign

P lan s

Not for

C on str uc tio n

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.

EQ or eq.

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)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

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

thd.

TBM

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.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

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 p r il

C m y fi le s p w p r o d u c ti o n d k lg o a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 NPS KLGO 10(1) AK

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

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.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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

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 es ign

P lan s

Not for

C on str uc tio n

DYEA

Dyea Road

Dyea Roa d

VICINITY MAP

NATIONAL HISTORICAL PARK

KLONDIKE GOLD RUSH

Tai ya

Riv er

N e ls o n

C re e k

BEGIN PROJECT

END PROJECT

BEGIN ROAD

END ROAD

SCALE IN MILES

0 0.50 1.0

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

3+40.00

DYEA FLATS ROAD

200+09.00

SLIDE CEMETERY ROAD

72+45.00

DYEA FLATS ROAD

208+60.00

END SLIDE CEMETERY ROAD

A.3

STATE PROJECT

NUMBER

SHEET

J u n e

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

C h e c k e d b y

D e s ig n e d b y

Staging area

208+60.00

BEGIN LOST LAKE ROAD

249+40.00

ROAD

LOST LAKE

9 miles

To Skagway, AK

T a iy a R iv e r es ign

P lan s

Not for

C on str uc tio n

Sheet and Description

SECTION D SECTION E SECTION F SECTION F SECTION G -

PLAN &

PROFILE

EROSION

CONTROL DRAINAGE

TEMP

TRAFF

CONTROL

PERM

TRAFF

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 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM All ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 1,031 169 1,200

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 812 188 1,000

A0180 15706-0400 SOIL EROSION CONTROL,

SEDIMENT TRAP EACH 3 3

A0200 15801-0000 WATERING FOR DUST CONTROL MGAL 69 11 80

A0220 20101-0000 CLEARING AND GRUBBING ACRE 2.5 0.1 2.6

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

A0260 20401-0000 ROADWAY EXCAVATION CUYD 1,027 133 1,160

A0280 20402-0000 SUBEXCAVATION CUYD 862 138 1,000

A0300 20410-0000 SELECT BORROW CUYD 3,257 243 3,500

A0320 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 800 100 900

A0340 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 95 15 110

A0360 25125-0000 BOULDER (6 FEET X 6 FEET X 6

FEET) EACH 1 1

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7,337 363 7,700

A0400 60201-0600 18-INCH PIPE CULVERT LNFT 71 9 80

A0420 60201-0800 24-INCH PIPE CULVERT LNFT 120 16 136

A0440 60201-1000 36-INCH PIPE CULVERT LNFT 38 10 48

A0460 60414-0000 TRENCH DRAIN SQFT 4,025 275 4,300

A0480 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 16 16

A0500 62201-0350 BACKHOE HOUR 16 16

A0520 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 24 24

A0540 62201-2350 POWER BROOM HOUR 24 24

A0560 62201-3850 WATER TRUCK HOUR 24 24

A0580 62301-0000 GENERAL LABOR HOUR 16 16

MileStone: 95% Date Completed: In Progress Report Date: 08/26/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0 su m m ar y.

xl sm

]S he et

STATE PROJECT

B.1NPS KLGO 10(1)AK

SHEET

NUMBER

es ign

P lan s

Not for

C on str uc tio n

Sheet and Description

SECTION D SECTION E SECTION F SECTION F SECTION G -

PLAN &

PROFILE

EROSION

CONTROL DRAINAGE

TEMP

TRAFF

CONTROL

PERM

TRAFF

CONTROL

ALLOWANCE Bid

Schedule

A0600 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 2.5 2.5

A0620 63316-1000 REMOVE AND RESET SIGN EACH 16 16

A0640 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A0660 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

A0680 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 48 48

A0700 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 2 2

A0720 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 2 2

A0740 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 113 113

A0760 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 960 240 1,200

-A ug -2

P M

MileStone: 95% Date Completed: In Progress Report Date: 08/26/15 c:

\m yf ile s\ pw

_p ro du ct io n\ d0 su m m ar y.

xl sm

]S he et

2) 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

STATE PROJECT

B.2NPS KLGO 10(1)AK

es ign

P lan s

Not for

C on str uc tio n

TYPICAL SECTION

Traveled way Traveled way

Existing ground

3%3%

69+72 to 72+45

FOOTNOTE:

Traveled way Traveled way

1:2

C le a r in g L im it s

0.5'

Select borrow

3+40 to 3+60

DYEA FLATS ROAD

TYPICAL SECTION

3' typ. 3' typ.

3' typ.

C le a r in g L im it s

C le a r in g L im it s 3' typ.

Traveled way

Existing ground

3%3%

3+60 to 69+72

DYEA FLATS ROAD

TYPICAL SECTION

DYEA FLATS ROAD

TYPICAL SECTION

3' typ.

C le a r in g L im it s

3' typ.

Profile grade point

6' 6'

Traveled way

0.5'

1:2

NO SCALE

Select borrow

Roadway Aggregate, Method 2

6" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

Or as directed by the CO to preserve trees.

Existing ground

1:2

Match existing ground

Varies 6' - 9' Varies 6' - 9'

C.1

STATE PROJECT

NPS KLGO 10(1)

A u g u s t

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

S la n in a

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 es ign

P lan s

Not for

C on str uc tio n

TYPICAL SECTION

Traveled way Traveled way

Existing ground

C le a r in g L im it s

C le a r in g L im it

Traveled way Traveled way

Existing ground

C le a r in g L im it s

C le a r in g L im it

Select borrow

FOOTNOTE:

200+09.00 to 208+60.00

208+60.00 to 249+40.00

Profile grade point

7'7'

Profile grade point

4.5'

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

SLIDE CEMETERY ROAD

TYPICAL SECTION

NO SCALE

Select borrow

1:2

1:21:

3'3'

Roadway Aggregate, Method 2

6" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

Or as directed by CO to preserve trees.

4.5'

C.2

STATE PROJECT

J u n e

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o c b .d

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

LOST LAKE ROAD

TYPICAL SECTION

es ign

P lan s

Not for

C on str uc tio n

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

NO SCALENO SCALE

53+00 to 57+00

SUBEXCAVATION TYPICAL DETAILS

C le a r in g L im it s

Select borrow

Placed riprap, method A, class 1

C.3

STATE PROJECT

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

SUBEXCAVATION DETAILS

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

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

AK NPS KLGO 10(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b

14124

Profile grade

Existing ground

Line to be constructed

BEGIN PROJECT

DYEA OLD TOWNSITE ROAD

3+40.00

Proposed shoulder

Existing bridge

50025

SCALE IN FEET

Curve= 31

R= 260.00'

T= 80.02'

L= 155.25'

Existing shoulder construction

Limits of

El=20.38

E=2370863.05

N=2804157.92

Existing shoulder

Limits of construction

CUYD

EXC.

CUYD

EMB.

5+00 4+00 3+00 2+00 1+00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

D.2

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d b .d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

Obliteration area

Clearing Limits

Clearing limits

P O

P C

P T

40' VC

K = 73

-0.3474%

14123

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Remove and reset sign

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 1,000.00'

T= 58.36'

L= 116.59'

Curve= 29

R= 600.00'

T= 27.75'

L= 55.47'

Curve= 28

R= 250.00'

T= 34.83'

L= 69.22'

Curve= 30 Existing shoulder

Existing shoulder

Limits of construction

C u lv e r t

Construct culvert

NOTE:

Prune tree roots

CUYD

EXC.

CUYD

EMB.

11+0010+00 9+00 8+00 7+00 6+00 5+00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

D.3

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Clearing limits

Obliteration area

P C

P T

P C

P T

P C

P T

+0.2000%

40' VC

K = 175

+0.4286%

14122

14121

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Remove and reset sign

Off:8.0' RT

Sta:13+35.90

Off:32.37' RT

Sta:13+38.01

Off:26.23' RT

Sta:14+43.28

Off:27.62' RT

Sta:14+51.10

Off:33.36' RT

Sta:14+59.61

Off:43.77' RT

Sta:14+68.10

Off:77.69' RT

Sta:14+82.94

Off:75.25' RT

Sta:14+95.29

Off:58.23' RT

Sta:14+99.65

Off:19.63' RT

Sta:15+28.71

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 400.00'

T= 28.27'

L= 56.44'

Curve= 26

R= 300.00'

T= 135.54'

L= 254.61'

Curve= 27

Limits of construction

Existing shoulder

Remove and reset sign

Off:18.00' RT

Sta:16+45.96

Off:9.00' RT

Sta:16+68.29

NOTE:

Preserve existing island

Prune tree roots

CUYD

EXC.

CUYD

EMB.

17+0016+0015+0014+0013+0012+0011+00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

D.4

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Placed riprap, method A, class 1

Clearing limits

P C

P T

P C

P T

+0.4286% -0.7600%

160' VC

K = 135

SSD = 988'

60' VC

K = 59

+0.2504%

14120

14120 CP

14120

14119

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 600.00'

T= 96.11'

L= 190.60'

R= 160.00'

T= 28.40'

L= 56.22'

Curve= 25

Curve= 24

Existing shoulder

Limits of construction

Remove and reset sign

NOTE:

CUYD

EXC.

CUYD

EMB.

23+0022+0021+0020+0019+0018+0017+00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

D.5

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Prune tree roots

Clearing limits

P C

P T

P C

P T

P C

+0.2504%

30' VC

K = 86

+0.5993%

14118

14117

14116

Line to be constructed

Profile grade

Proposed shoulder

50025

SCALE IN FEET

Off:9.0' LT

Sta:28+46.58

Off:9.0' RT

Sta:28+46.54

Off:16.0' LT

Sta:28+85.72

Off:16.0' RT

Sta:28+85.72

Existing ground

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 230.00'

T= 85.95'

L= 164.51'

Curve= 20

R= 350.00'

T= 17.29'

L= 34.55'

Curve= 23

Existing shoulder

Limits of construction

Curve= 33

R= 100.00'

T= 30.93'

L= 59.99'

T= 17.04'

Curve= 22

L= 67.99'

R= 400.00'NOTE:

Prune tree roots

CUYD

EXC.

CUYD

EMB.

29+0028+0027+0026+0025+0024+0023+00

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

D.6

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d f.

d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Clearing limits

P T

P C

P T

P C

P T

P C

P T

+0.5993%

+0.2925%

40' VC

K = 130

SSD = 3537'

14115

CPCP

14114

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

Off:9.0' RT

Sta:29+53.84

Off:16.0' RT

Sta:29+32.52

Off:9.0' LT

Sta:29+55.01

Off:16.0' LT

Sta:29+32.52

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 260.00'

T= 42.32'

L= 83.91'

Curve= 18

R= 220.00'

T= 111.21'

L= 205.94'

Curve= 17

T= 74.88'

L= 146.76'

Curve= 19

Existing shoulder

Limits of construction

C u lv e r t

Extend culvert

Construct culvert

Remove and replace culverts

C u lv e r ts

NOTE:

CUYD

EXC.

CUYD

EMB.

35+0034+0033+0032+0031+0030+0029+00

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

D.7

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Clearing limits

R= 300.00'

Clearing limits

P C

P T

P C

P T

P C

P T

P C

-0.5680%

170' VC

K = 198

SSD = 1339'

-0.0963%

60' VC

K = 127

14113

14112

14111

Profile grade

Existing ground

Line to be constructed

Proposed shoulder

50025

SCALE IN FEET

90' R

30'R

Riprap headwall

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 325.00'

T= 16.80'

L= 33.57'

Curve= 15

R= 100.00'

T= 53.20'

L= 97.78'

Curve= 12

T= 45.41'

Curve= 16

Existing shoulder shoulder Existing

Limits of construction

Limits of construction replace culvert

Remove and

R= 150.00'

L= 100.82' c u lv e r t

R= 180.00'

T= 59.06'

L= 114.13'

Curve= 34

Off: 9.00' RT

Sta:37+10.00

Off:16.18' LT

Sta:37+01.71

Off: 9.00' RT

Sta:36+50.00

See Sheet D.15

Lost Lake Road and Slide Cemetery &

Intersection at Dyea Flats

NOTE:

Prune roots

Remove and reset signs reste sign

Remove and reste sign

Remove and

CUYD

EXC.

CUYD

EMB.

41+0040+0039+0038+0037+0036+0035+00

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

D.8

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d h .d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Clearing limits

P T .5

P C .9

P T

P C

P T

P C

P T

P C

P T

P C

P T .8

PC 200+19.30

PT 200+59.94

-0.0963%

100' VC

K = 65

+1.444 4%

+0.3867%

60' VC

K = 57

SSD = 1050'

14110

14109

Profile grade

Existing ground

Line to be constructed Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 300.00'

T= 84.79'

L= 165.27'

R= 160.00'

T= 22.20'

L= 44.12'

Curve= 11

Curve= 10

Existing shoulder

Limits of construction

NOTE:

Prune roots

CUYD

EXC.

CUYD

EMB.

47+0046+0045+0044+0043+0042+0041+00

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

D.9

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d i.

d g

S la n

M e d o

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Clearing limits

P T

P C

P T

P C

P T

+0.3867%

+0.3867% -0.5778%

40' VC

K = 41

SSD = 1139'

80' VC

K = 85

14108

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 180.00'

T= 36.53'

L= 72.09'

Curve= 8

R= 280.00'

T= 102.43'

L= 196.38'

Curve= 7

R= 360.00'

T= 51.89'

L= 103.08'

Curve= 9

Limits of construction

Existing shoulder

CUYD

EXC.

CUYD

EMB.

53+0052+0051+0050+0049+0048+0047+00

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

D.10

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d j.

d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Prune tree roots

Grind or remove stump and roots

Clearing limits

P C

P T

P C

0 P

P C

P T

+0.3600%

80' VC

K = 462

+0.5333%

100' VC

K = 85

SSD = 962'

-0.6500%

14107

Line to be constructed

Profile grade

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

Limits of construction

Existing shoulder

CUYD

SUBEX.

CUYD

SUBEX.806

53+00

Begin subexcavation 57+00

End subexcavation

Existing ground

CUYD

EXC.

CUYD

EMB.

59+0058+0057+0056+0055+0054+0053+00

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

D.11

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove tree stump and roots

Clearing limits

-0.6500%

60' VC

K = 55 5

+0.4333%

+0.0333%

40' VC

K = 100

SSD = 2718'

14106

14105

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 160.00'

T= 48.61'

L= 94.39'

R= 1,000.00'

T= 67.84'

L= 135.47'

Curve= 6

Curve= 5

Limits of construction

Existing shoulder

CUYD

EXC.

CUYD

EMB.

65+0064+0063+0062+0061+0060+0059+00

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

38 38

D.12

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d l.

d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove tree stump and roots

Clearing limits

P C

P T

P C

P T

P C

40' VC

K = 171 6

+0.2667%

+0.1882%

30' VC

K = 383

SSD = 13772'

+0.0333%

14104

14103

14102

Profile grade

Existing ground

Line to be constructed

Proposed shoulder

50025

SCALE IN FEET

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 360.00'

T= 35.10'

L= 69.98'

Curve= 3

R= 700.00'

T= 63.43'

L= 126.52'

Curve= 2

T= 87.79'

L= 153.07'

Curve= 4

R= 125.00' Limits of Construction

Existing Shoulder

Limits of Construction6

Remove and reset sign

CUYD

EXC.

CUYD

EMB.

70+0069+0068+0067+0066+0065+00

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

38 38

D.13

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

: NOTE

Grind or remove tree stump and roots

Clearing limits

11'

- 4"

P C

5 P

P C

P T

P C

PT 69+72.21

+0.1882%

14101

72+45.00

Profile grade

Existing ground

50025

SCALE IN FEET

END PROJECT

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

T= 14.78'

L= 29.53'

Curve= 1

R= 270.00'

Existing shoulder

Limits of Construction

EL= 30.65

E= 2373240.55

N=2809206.61

DYEA FLATS ROAD

CUYD

EXC.

CUYD

EMB.

See Sheet C.3

Taper to existing road

Remove and reset sign

Proposed shoulder

Remove and reset sign

Proposed shoulder

Line to be constructed

CUYD

EXC.

CUYD

EMB.

74+0073+0072+0071+0070+00

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

38 38

D.14

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

Clearing limits

P C

P T

P O

40' VC

K = 25

SSD = 701'

-1.3968%

BEGIN

200+09.00

14113

14201 CP

14202

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

CEMETERY ROAD

SLIDE

Riprap headwall

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

T= 21.08'

Curve= 101

R= 250.00'

T= 53.60'

L= 105.61'

Curve= 14

L= 40.63'

R= 70.00'

Curve= 15

R= 100.00'

T= 53.20'

L= 97.78'

Curve= 38

R= 70.00'

T= 18.48'

L= 36.13'

R= 100.00'

T= 19.72'

L= 38.94'

Curve= 39 Curve= 40

R= 100.00'

T= 19.42'

L= 38.36'

T r e n c h d r a in

Trench drain

D D

CUYD

EXC.

CUYD

EMB.

205+00204+00203+00202+00201+00200+00

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

D.15

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove stump and roots

Clearing limits

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

+1.563 1%

-0.3095%

160' VC

K = 89

SSD = 684'

18" CMP

14203

14204

14205

Profile grade

Exsiting ground

Line to be constructed

Proposed shoulder

50025

SCALE IN FEET

Remove and reset sign

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

Curve= 107

R= 100.00'

T= 16.93'

L= 33.54'

Curve= 108

R= 600.00'

T= 23.83'

L= 47.64'

Curve= 109

R= 80.00'

T= 12.71'

L= 25.21'

208+60.00

Curve= 41

R= 160.00'

T= 41.91'

L= 81.99'

Curve= 53

R= 180.00'

T= 39.69'

L= 78.12'

Off:7.0' LT

Sta:207+91.29 Off:7.0' LT

Sta:208+40.06

Off:7.0' LT

Sta:208+46.42

Off:15.95' LT

Sta:208+46.78

Off:15.39' LT

Sta:208+39.92 Off:45.82' LT

Sta:208+44.63 Off:46.95' LT

Sta:207+86.85

Off:17.01' LT

Sta:207+91.47

Off:16.96' LT

Sta:207+87.94

BEGIN LOST LAKE ROAD

(6' L x 6' W x 3' H)

Place boulder

CUYD

EXC.

CUYD

EMB.

211+00210+00209+00208+00207+00206+00205+00

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

D.16

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Prune tree roots

Grind or remove stump and roots

Clearing limits

R 5'

R 4.2'

P C

P T

P C

P T

P C

P T

P C

P T

0 P

P T

100' VC

K = 63

+1.2800

121' VC

K = 110

SSD = 1044'

+0.1833%

40' VC

K = 74

SSD = 2006'

14206 CP

14207

14208

14209 Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

R= 150.00'

T= 39.12'

L= 76.53'

Curve= 110

R= 190.00'

T= 47.29'

L= 92.70'

Curve= 112

Curve= 113

R= 90.00'

T= 28.74'

L= 55.63'

Curve= 111

R= 90.00'

T= 19.17'

L= 37.78'

Off:4.5' LT

Sta:211+22.93

Trench drain

T r e n c h d r a in

CUYD

EXC.

CUYD

EMB.

217+00216+00215+00214+00213+00212+00211+00

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

D.17

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d q .d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove stump and roots

Clearing limits

P C

P T

P C

P T

P C

P T

P C

P T

P C

-0.3600%

100' VC

K = 77

+0.9350% -0.2333%

100' VC

K = 86

SSD = 974'

-0.2333%

14210

14211

14212

14213

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

D R= 90.00'

Curve= 117

T= 7.84'

T= 24.54'

L= 39.95'

R= 200.00'

L= 34.26'

Curve= 43

R= 200.00'

T= 69.19'

L= 133.23'

R= 180.00'

T= 89.02'

L= 165.34'

Curve= 44

Curve= 116

Trench drain

T r e n c h d r a in

CUYD

EXC.

CUYD

EMB.

223+00222+00221+00220+00219+00218+00217+00

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

D.18

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove stump and roots

Clearing limits

P T

P C

P T

P C

P T

P C

P T

40' VC

K = 88

+0.2222% -0.1739%

27' VC

K = 69

SSD = 2737'

-0.2333%

14214

14215

14216

14217

14218

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

Curve= 48

R= 60.00'

T= 9.73'

L= 19.28'

Curve= 47

R= 100.00'

T= 31.41'

L= 60.86' Curve= 49

R= 75.00'

T= 76.87'

L= 119.65'

Curve= 54

R= 140.00'

T= 35.29'

L= 69.14'

Curve= 55

R= 100.00'

T= 11.73'

L= 23.36'

Curve= 56

R= 160.00'

T= 7.51'

L= 15.02'

Curve= 125

R= 160.00'

T= 19.48'

L= 38.76'

Trench drain

T r e n c h d r a in

CUYD

EXC.

CUYD

EMB.

229+00228+00227+00226+00225+00224+00223+00

24 24

26 26

28 28

30 30

32 32

34 34

36 36

38 38

40 40

D.19

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove stump and roots

Clearing limits

P C

P T

P C

P T .3

PC 224+

85.37

P T

P C

P T

P C

P T

P C

P T

P C

P T

60' VC

K = 44

+1.1915

+0.4110%

40' VC

K = 51

SSD = 1402'

14219

14220 Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

Curve= 127

D R= 400.00'

T= 22.03'

L= 44.01'

D R= 260.00'

T= 11.37'

L= 22.73'

Curve= 126

Curve= 128

D R= 200.00'

T= 35.50'

L= 70.27'

Curve= 129

D R= 200.00'

T= 10.62'

L= 21.22'

Curve= 131

D R= 140.00'

T= 12.81'

L= 25.55'

Curve= 130

D R= 1,000.00'

T= 27.67'

L= 55.32'

Curve= 132

D R= 60.00'

T= 17.54'

L= 34.13'

T r e n c h d r a in

Trench drain

CUYD

EXC.

CUYD

EMB.

235+00234+00233+00232+00231+00230+00229+00

24 24

26 26

28 28

30 30

32 32

34 34

36 36

38 38

40 40

D.20

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d t.

d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove stump and roots

Clearing limits

P C

P T

P C

0 P

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

+0.4110%

+0.0630%

40' VC

K = 115

SSD = 3121' 2

+0.6250%

40' VC

K = 71

14221

14222

14223

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Propsed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

D R= 210.00'

T= 36.90'

L= 73.06'

Curve= 133

Curve= 134

D R= 120.00'

T= 36.20'

L= 70.31'

Curve= 50

R= 100.00'

T= 35.23'

L= 67.75'

Curve= 51

R= 300.00'

L= 89.73'

T= 45.20'

Trench drain

T r e n c h d r a in

CUYD

EXC.

CUYD

EMB.

241+00240+00239+00238+00237+00236+00235+00

28 28

30 30

32 32

34 34

36 36

38 38

40 40

42 42

44 44

D.21

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove stump and roots

Clearing limits

P C

P T

P C

P T

P C

P T

P C

P T

+0.6250%

40' VC

K = 229

SSD = 6186'

+0.4500%

40' VC

K = 152

SSD = 4130'

+0.1875%

Curve= 140

R= 90.00'

T= 11.78'

L= 23.44'

Curve= 142

R= 250.00'

T= 22.96'

L= 45.79'

Curve= 141

R= 700.00'

T= 45.74'

L= 91.35'

14224

14225

14226

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

Curve= 52

R= 100.00'

T= 20.95'

L= 41.30'

T r e n c h d r a in

Trench drain

CUYD

EXC.

CUYD

EMB.

247+00246+00245+00244+00243+00242+00241+00

30 30

32 32

34 34

36 36

38 38

40 40

42 42

44 44

46 46

D.22

STATE PROJECT

NUMBER

SHEET

A u g u s t

S S u r ft m y fi le s p w p r o d u c ti o n d k lg o d v .d g

S la n

M e a d o

C h e c k e d b y

D e s ig n e d b y

NOTE:

Grind or remove stump and roots

Clearing limits

P C

P T

P C

P T

P C

P T

P C

P T

+0.1875%

+0.5333%

40' VC

K = 116

14227

Profile grade

Existing ground

Line to be constructed

END PROJECT

LOST LAKE ROAD

249+40.00

Proposed shoulder

50025

SCALE IN FEET

EL= 40.24

E=2371591.41

N=2811919.26

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

D R= 500.00'

T= 71.59'

L= 142.21'

Curve= 144

D R= 500.00'

T= 15.42'

L= 30.84'

Curve= 143

Remove and reset sign

See Sheet C.3

Taper to existing road

10' R

Off:4.5' LT

Sta:248+78.88

Off:14.4' LT

Sta:248+88.60

Off:24.5' LT

Sta:248+88.60

Off:24.5' RT

Sta:249+04.99

Off:24.5' RT

Sta:248+94.47

Off:14.71' RT

Sta:248+94.58

Off:4.5' RT

Sta:248+84.28

Off:4.5' LT

Sta:249+26.94

Off:14.40' LT

Sta:249+17.22

Off:24.5' LT

Sta:249+17.22

Off:14.71' RT

Sta:249+04.88

Off:4.5' RT

Sta:249+15.18

NOTE:

CUYD

EXC.

CUYD

EMB.

251+00250+00249+00248+00247+00

30 30

32 32

34 34

36 36

38 38

40 40

42 42

44 44

46 46

D.23

STATE PROJECT

NUMBER

SHEET

A u g u s t

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

C h e c k e d b y

D e s ig n e d b y

Grind or remove stump and roots

Clearing limits

P C

P T

P C

P T

P O

+0.2667%

40' VC

K = 150

SSD = 4067'

.2 es ign

P lan s

Not for

C on str uc tio nNOTE:

QUANTITIES

SEDIMENT CONTROL

SOIL EROSION &

TABULATION OF

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

E.1

STATE PROJECT

J u n e

I n t_ ft m y fi le s p w p r o d u c ti o n d K

L G

O d a t.

d g n

S la n in a 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 accomodate permits and actual operations.

Contractor may modify the erosion control plans as necessary to

SCR Section 157 requirements.

Erosion control devices and plans as shown are approximate. See

es ign

P lan s

Not for

C on str uc tio n

NO SCALE

D it c h

Flowing Drainage

F lo w in g D ra in a g e

FOOTNOTE:

E.2

STATE PROJECT

K L

G O d b

S S u r ft

S la n in a C h e c k e d b y

M e a d o w s

D e s ig n e d b y silt fence Install

Install silt fence

Install fiber rolls

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX silt fence Install

Install silt fence

Standing water

Sta ndin g w ate r

EROSION CONTROL TREATMENT

TYPICAL CULVERT

Culvert

Trench drain

EROSION CONTROL TREATMENT

TYPICAL TRENCH DRAIN

CONTROL TREATMENT

DRAIN EROSION

CULVERT AND TRENCH

Remove silt fence after culvert/trench drain installation.

only in the case of flowing water.

Provide sediment traps, and diversion channels es ign

P lan s

Not for

C on str uc tio n

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

E.3

PROJECT

s t1

.d g n

S C u s to m a r y

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

m in m in m in

6" min. trench

4" min.

SILT FENCE

157-1

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

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

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

(undisturbed)

Existing ground

Varies

Varies Limits of clearing

Geotextile, type V-A

Support mesh

Steel or wood post

See Note 4 for spacing

Backfilled and compacted soil around the end of the silt fence prevent water from flowing

Provide sufficient length to fo s p a c in g

S e e n o te

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

around the ends.

of silt fence upgrade to prevent water from running

Install silt fence along ground contours. Curve ends does not slide down, supporting posts.

types must ensure silt fence remains attached to, and recommendations for installation procedures. All dimensions are satisfied. Follow manufacturer's type V-B) will be allowed as long as specified

Alternate preassembled silt fence options (geotextile, only when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions

es ign

P lan s

Not for

C on str uc tio n

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

STATE PROJECT

''dry'' storage

12" Freeboard

(min.)

6" Typ.

m in

Typ. 6" (min.)

Min. 24" + diameter

(min.)

6" Typ.

1" diameter hole

Typ. 6" (min.)

min.

12"

SEDIMENT TRAP

12" Freeboard min.

4' m a x

67 cubic yards/acre

67 cubic yards/acre ''wet'' storage min.

4' min.

3' m a x

67 cubic yards/acre ''dry'' storage

67 cubic yards/acre ''wet'' storage min.

4' m a x

6" min.

9" min.

6" min.

157-4 equipment for compaction of each layer.

Compact embankment in 8-inch layers using construction

Do not use sediment traps for drainage areas over 5 acres.

wrapped with geotextile hardware cloth wire then

"2 1" to 4

1Riser wrapped with

" x 6" slits2

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

E.4

PROJECT

s t1

.d g n

S C u s to m a r y

REVISED:

" steel plate (min.)4

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

CROSS SECTION

SEDIMENT TRAP (TYPE A) RIPRAP OUTLET

CROSS SECTION THROUGH SPILLWAY

Geotextile

ELEVATION

SEDIMENT TRAP (TYPE B) PIPE OUTLET

Geotextile

Sediment cleanout point

Barrel

Embankment

WITH SLIT PERFORATIONS IN RISER

CONCRETE BASE

WITH HOLE PERFORATIONS IN RISER

STEEL PLATE BASE

Barrel or tamped earth Stone, gravel, Barrel waterlight connection Continuous weld

Concrete

NOTE:

stones from embankment fill material.

Remove vegetative matter, other organic material, and large mat before constructing Sediment Trap.

Clear, grub, and remove all vegetative matter including root been stabilized against erosion.

grading and seeding when the upslope drainage area has

Remove the Sediment Trap and stabilize the location by

Make repairs as required.

accumulated sediment and especially after each storm event.

Inspect Sediment Trap regularly for damage and sediment reaches half the design water storage of the trap.

Remove sediment from Sediment Trap when accumulated or permanent vegetation within 7 days of construction.

Seed the soil embankment and all cut slopes with temporary

es ign

P lan s

Not for

C on str uc tio n

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

E.5

PROJECT

s t1

.d g n

S C u s to m a r y

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

157-5

2'2'2'2' and secure with riprap or sandbags.

edge of the liner a minimum of 6" deep using a plastic liner. Bury the upstream

Do not construct with longitudinal joints if and secure with sandbags (typ.)

Bury plastic liner 6" deep

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

B B

Flow

SECTION A-A SECTION B-B

SECTION A-A

SECTION B-B

Flow

Flow embankment

Roadway embankment

Roadway

NOTE:

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

DSS SS

Flow

SSSS D

Riprap lining

Geotextile, type IV-E

Sandbags

SECTION B-B

TEMPORARY CULVERT

PLAN

DIVERSION CHANNEL

when scheduled)

Silt fence (typ.

Plastic linerSandbagsPlastic liner temporary barrier

Use sandbags to construct

Permanent culvert

Roadway centerline when scheduled)

Silt fence (typ.

Permanent natural channel backflow into natural channel

Use sandbags to prevent

Earthwork limits

Subgrade

Temporary culvert backfill

Bedding

Natural ground

Geotextile, type IV-E Riprap lining with plastic liner or riprap

Temporary diversion channel when scheduled)

Silt fence (typ.

See Note 5

0.5 percent.

Construct channel at a minimum grade of diversion channel.

length and width of the temporary

Use plastic liner or riprap along the entire dimensions and quantities.

culvert diameter, riprap class, channel

See Erosion Control Section for temporary

204.11(a).

one of the methods listed in Subsection

Compact temporary culvert backfill using embankment with temporary culvert.

diversion channel through the roadway

When specified replace the portion of the 5.

es ign

P lan s

Not for

C on str uc tio n

Drive stakes at each end and at 4' spacing

(ft)

Excavate trench 2"

NPS PMIS NO.: XXXXX DRAWING NO.: XXX-XXXXX

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

119.5'

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

A p r il

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

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

E.6 NPS KLGO 10(1) AK

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

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

disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

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 es ign

P lan s

Not for

C on str uc tio n

10.4 x 16 20301 -1900

20425 -1000

25101 -0300

60201 -0600

60201 -0800

60201 -1000

60414 -0000

Station

D M

A X

U M

C O

U C

R A L

C A V A

O N

O V A L

O F

C U

C H

C A V A

O N

A C

R A P, M

H O

D A

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

C H

D R A

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered notes

FEET CUYD EACH LNFT CUYD LNFT LNFT LNFT SQFT Lt Rt

5+50 2 9.8 50 AS, GS 2 2

16+50 8.9 30.0 2' Wide Ditch

30+95 2 11.3 38 30 AS, GS 2 2

31+55 1 27.8 2 120 AS, GS 2 2 2-60' culverts side-by-side 36+95 2 71.8 1 95 38 10 AS, GS 2 2 Riprap Headwall & Banks 203+00 1 17.0 460 213+85 1 25.9 700 221+50 1 13.0 352 227+60 1 15.1 408 230+00 1 40.0 1080 234+15 1 10.2 275 240+35 1 14.4 390 245+86 1 13.3 360

PROJECT TOTAL 278.5 3 30.0 95 88 120 38 4025

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX Allowable Pipe Material

NOTE: A Aluminum AS Aluminized steel

1. See Std. 602-1 for minimum wall thickness for pipe culvert C Concrete

2. Driveway cross culvert. GS Galvanized steel

3. Existing Culvert, Do Not Disturb P Plastic

4. Construct Riprap Headwall at Inlet and Outlet as shown on Sheet G.7 (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

F.1 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D ra in ag e.

xl sx ]S he et

-A ug -2

M ea do w s 6/

S la ni na

D es ig ne d by

C he ck ed b y:

NUMBER

AK NPS KLGO 10(1)AK

es ign

P lan s

Not for

C on str uc tio

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

602-1

METAL PIPE CULVERT

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS3" x 1" CORRUGATIONS" CORRUGATIONS2 1" x 3

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/100.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

INCHESINCHES INCHESINCHES

INCHESINCHESINCHESINCHESINCHESINCHESINCHESINCHES

Fill heights exceeding 100 feet require

STATE PROJECT

NUMBER

SHEET

F.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 K

L G

O g b .d g n

NPS KLGO 10(1) AK

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

NOTE:

NO SCALE

of camber or increase the pipe culvert gradient.

elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

from the top of the pipe to the top of the rigid pavements. Measure maximum fill height pavements, and to the top of the pavement for pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

es ign

P lan s

Not for

C on str uc tio

602-2

COUPLING BAND

METAL PIPE CULVERT

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

3 x 1

5 x 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 x 64 to 142 x 91

60 x 46 to 81 x 59

87 x 64 to 142 x 91

60 x 46 to 81 x 59

49 x 33 to 83 x 57

17 x 13 to 42 x 29

10.5

INCHESINCHESINCHES

" for 18" round culvert (21" x 15" pipe arch) or less8

" for 21" round culvert (24" x 18" pipe arch) or more2 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe rerolled with 3" x 1" pipe corrugations.

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" x 3

2ends rerolled with 2

The minimum band widths shown for 3" x 1" and 5" x 1" corrugated sizes apply to

" corrugations on rerolled pipe ends.2 1" x 3 steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

less. Use a matching metal having a nominal thickness of not less than 0.040 inch for

Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or

42" diameter to 42" diameter, required above

42" diameter to 42" diameter, required above steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for

STATE PROJECT

NUMBER

SHEET

F.3

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 K

L G

O g c .d g n

NPS KLGO 10(1) AK

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

underdrain

COUPLING BANDS FOR METAL PIPE CULVERT

NOTE:

NO SCALE

W W W

Band Band

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

Band Bolts Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless

3 4 5 of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

Use annular corrugated bands with pipes having annular corrugations or with helical pipe dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the

Use helical corrugated bands with pipes having helically corrugated ends.

as the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal

Second angle connection optional Second angle connection optional es ign

P lan s

Not for

C on str uc tio n

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

602-3

PIPE CULVERT BEDDING

METAL AND PLASTIC

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth. Or lean concrete

> 54"

12" to 54"

48" and UP

UP to 48" 24"

2'-0" ±

1'-0" ±

2H or 12' (max.)2H or 12' (max.)

18" ±

18" ±18"±

18" (min.)

minimum

1'-0"

"2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.)1

2H or 12' (max.)

(min.)

2H or 12' (max.)

(min.)

2H or 12' (max.) 2H or 12' (max.)

6" in uncompacted depth.

12" (min.), 24" (max.)

"/foot of cover,2

* Reduce to 18" for span or 36", STATE PROJECT

NUMBER

SHEET

F.4

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 K

L G

O g d .d g n

NPS KLGO 10(1 AK

NPS PMIS No. 169515A NPS Drwg. No. XXX/XXXXX

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet…

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File details come from the government source that posted it. Updated Nov 14, 2017.