Final_Dyea_Rd_Plan_Set.pdf

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 P

M

N o v e m b e r

U

S C 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. 461/80052

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

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

DYEA

Dyea Road

Dyea Road

Dyea Roa d

VICINITY MAP

NATIONAL HISTORICAL PARK

KLONDIKE GOLD RUSH

N

Tai ya

Riv er

BEGIN PROJECT

END PROJECT

BEGIN ROAD

END ROAD

SCALE IN MILES

0 0.50 1.0

3+40.00

DYEA FLATS ROAD 200+09.00

SLIDE CEMETERY ROAD

72+95.00

DYEA FLATS ROAD

208+40.00

END SLIDE CEMETERY ROAD

249+40.00

ROAD

LOST LAKE

9 miles

To Skagway, AK

T a iy a R iv e r

Staging area

Chilkoot

Dyea Staging area

West Creek Staging area

208+40.00

BEGIN LOST LAKE ROAD

Temporary staging area

N e lso n C reek topsoil area

Moss

Begin riparian topsoil area

End moss topsoil area.

208+40

Equipment parking area

Riparian topsoil area

Riparian topsoil area

Riparian topsoil storage area.

Sheet D.23

Equipment and riparian topsoil storage area

Riparian topsoil storage area, Sheet D.8

Riparian topsoil area

A.3

STATE PROJECT

NUMBER

SHEET

N o v e m b e r

U

S S u r ft

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

AK NPS KLGO 10(1)

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

40+60

End moss topsoil area, begin riparian top soil area. Sheet D.8

NPS PMIS No. 169515A NPS Drwg. No. 461/80052 area. Sheet D.4

Moss topsoil storage

Equipment &

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H

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

A0140 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 1,598 92 1,690

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 874 126 1,000

A0180 15706-0400 SOIL EROSION CONTROL,

SEDIMENT TRAP EACH 2 2

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

A0220 20101-0000 CLEARING AND GRUBBING ACRE 2.9 0.3 3.2

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

A0260 20301-2400 REMOVAL OF SIGN EACH 8 8

A0280 20401-0000 ROADWAY EXCAVATION CUYD 923 127 1,050

A0300 20402-0000 SUBEXCAVATION CUYD 952 48 1,000

A0320 20410-0000 SELECT BORROW CUYD 4,514 486 5,000

A0340 20425-1000 DITCH, EXCAVATION LNFT 60 60

A0360 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 294 56 350

A0380 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 672 58 730

A0400 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 68 7 75

A0420 25125-0000 BOULDER (4' x 4' x 4') EACH 1 1

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7,535 465 8,000

A0460 60201-0600 18-INCH PIPE CULVERT LNFT 71 12 83

A0480 60201-0800 24-INCH PIPE CULVERT LNFT 88 16 104

A0500 60201-1000 36-INCH PIPE CULVERT LNFT 46 10 56

A0520 60414-0000 TRENCH DRAIN SQFT 3,445 455 3,900

A0540 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 8 8

A0560 62201-0350 BACKHOE HOUR 8 8

A0580 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 8 8

A0600 62201-2350 POWER BROOM HOUR 24 24

NPS PMIS No. 169515A Drwg. No. 461/80052

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

2- D ec -2

:2

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Fi na l E st im at e-

.x ls x]

Sh ee t

STATE PROJECT

B.1NPS KLGO 10(1)AK

SHEET

NUMBER

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H

PLAN &

PROFILE

EROSION

CONTROL DRAINAGE

TEMP

TRAFF

CONTROL

PERM TRAFF

CONTROL ALLOWANCE Bid

Schedule

A0620 62201-3850 WATER TRUCK HOUR 24 24

A0640 62301-0000 GENERAL LABOR HOUR 8 8

A0660 62406-0100 PLACING CONSERVED TOPSOIL,

2-INCH DEPTH ACRE 0.1 0.1 0.2

A0680 63302-0000 SIGN SYSTEM SQFT 31 2 33

A0700 63309-0000 DELINEATOR EACH 1 1

A0720 63316-1000 REMOVE AND RESET SIGN EACH 9 9

A0740 63316-2000 REMOVE AND RESET DELINEATOR EACH 1 1

A0760 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

A0780 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 100 10 110

A0800 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 2 2

A0820 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 225 50 275

A0840 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 114 16 130

A0860 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 84 6 90

A0880 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 960 200 1,160

NPS PMIS No. 169515A Drwg. No. 461/80052

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

2- D ec -2

:2

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Fi na l E st im at e-

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2NPS KLGO 10(1)AK

TYPICAL SECTION

LC

Traveled way Traveled way

Existing ground 3%3%

66+00 to 72+95

Traveled way Traveled way

3%

1:2

C le a r in g L im it s

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.

LC

Traveled way

Existing ground

3%3%

3+60 to 66+00

DYEA FLATS ROAD

DYEA FLATS ROAD

TYPICAL SECTION

3' typ.

C le a r in g L im it s

C le a r in g L im it s

3' typ.

Profile grade point

6' 6'

9'

9'

Traveled way

0.5'

1:2

1:

1:2

NO SCALE

Roadway Aggregate, Method 2

6" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

Existing ground

1:

1:2

3%

1:2

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

C.1

STATE PROJECT

AK

NPS KLGO 10(1)

N o v e 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 k lg o c a .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

Select borrow

Select borrow

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

Or as directed by CO to preserve trees.

Construct slopes as shown by the staking report.

Includes quantities for turnouts and approach roads.3

FOOTNOTE:

Slope stakes Slope stakes

Slope stakes

Slope stakes

Slope stakes

Slope stakes topsoil layer of conserved

Place calculated depth topsoil layer of conserved

Place calculated depth topsoil layer of conserved

Place calculated depth topsoil layer of conserved

Place calculated depth topsoil layer of conserved

Place calculated depthtopsoil layer of conserved

Place calculated depth

Traveled way Traveled way

Existing ground

3%

C le a r in g L im it s

C le a r in g L im it

3%

Traveled way Traveled way

Existing ground

3%

1:

C le a r in g L im it s

C le a r in g L im it

Select borrow

FOOTNOTE:

3%

200+09.00 to 208+40.00

208+40.00 to 249+40.00

Profile grade point

7'7'

Profile grade point

4.5'

SLIDE CEMETERY ROAD

TYPICAL SECTION

NO SCALE

Select borrow

1:2

1:21:

3'3'

3'3'

Roadway Aggregate, Method 2

6" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

4.5'

LOST LAKE ROAD

TYPICAL SECTION

C.2

STATE PROJECT

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

Or as directed by CO to preserve trees.

Construct slopes as shown by the staking report.

Includes quantities for turnouts and approach roads.

Slope stakes

Slope stakes

Slope stakes

Slope stakes conserved topsoil depth layer of

Place calculated conserved topsoil depth layer of

Place calculated conserved topsoil depth layer of

Place calculated conserved topsoil depth layer of

Place calculated

NO SCALENO SCALE

CL

53+00 to 57+00

SUBEXCAVATION TYPICAL DETAILS

C le a r in g L im it s

C le a r in g L im it s

Select borrow

Placed riprap, method A, class 1

SUBEXCAVATION DETAILS

C.3

STATE PROJECT

A o v e 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 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

QUANTITIES

TABULATION OF

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 k lg o d a .d g n

AK NPS KLGO 10(1)

N o v e m b e r

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

14124

CP

Profile grade

Existing ground

Line to be constructed

BEGIN PROJECT

3+40.00

N

Existing bridge

50025

SCALE IN FEET

Curve= 31

R= 260.00'

T= 80.02'

L= 155.25'

Existing shoulder

El=20.38

E=2370863.05

N=2804157.92

Clearing limits

DYEA FLATS ROAD

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

N o v e 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 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

Connect to existing

CONNECTION DETAIL

aggregate surface

Existing shoulder

Existing

Proposed shoulder

Proposed shoulder

Clearing limits

6" compacted depth method 2, Roadway aggregate, NPS PMIS No. 169515A NPS Drwg. No. 461/80052

Limits of construction

Limits of construction

Obliteration area

P O

T

.0

P C

.9

P T

.1

.3

.0

40' VC

K = 73

-0.3474%

CP

14123

Line to be constructed

Profile grade

Existing ground

N

Proposed shoulder

50025

SCALE IN FEET

D

R= 1,000.00'

T= 58.36'

L= 116.59'

Curve= 29

D

R= 600.00'

T= 27.75'

L= 55.47'

Curve= 28

D

R= 250.00'

T= 34.83'

L= 69.22'

Curve= 30

Existing shoulder

Limits of construction

Limits of construction

C u lv e r t

Prune tree roots

Grind or remove stump and roots

Clearing limits

Clearing limits

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

N o v e 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 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

LEGEND:

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

Obliteration area replace sign

Remove and

Sign 1

ONE LANE

BRIDGE

W5-3 replace sign

Remove and

Sign 2

SPEED

LIMIT

R2-1

Proposed shoulder

Edge of shoulder

Install culvert

P C

.0

P T

.6

P C

.1

P C

.0

P T

.2

P C

.6

+0.2000%

.1

40' VC

K = 175

+0.4286%

20 20

N

CP

14122

CP

14121

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

Proposed shoulder

50025

SCALE IN FEET

Off:8.0' RT

Sta:13+35.90

D

R= 400.00'

T= 28.27'

L= 56.44'

Curve= 26

D

R= 300.00'

T= 135.54'

L= 254.61'

Curve= 27

Limits of construction

Limits of construction

Existing shoulder

Existing shoulder

Clearing limits

Clearing limits equipment storage area

Moss topsoil & placed riprap, method A, class 1

Exisiting trench drain, place 6" thick layer of

Preserve fence in place

Preserve fence in place

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

N o v e 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 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

Prune tree roots

Grind or remove stump and roots

NPS PMIS No. 169515A NPS Drwg. No. 461/80052 replace sign

Remove and

Sign 3

W11-1

Remove and reset sign

Sign 4

Remove and reset sign

Sign 5

LEGEND:

topsoil elevation using conserved above proposed road

Raise existing island

P C

.7

P T

.1

P C

.6

P T

.2

.6

+0.4286% -0.7600%

160' VC

K = 135

SSD = 988'

.7

60' VC

K = 59

+0.2504%

N

CP

14120

CP

14120 CP

14120

CP

14119

Profile grade

Existing ground

Proposed shoulder

Proposed shoulder

50025

SCALE IN FEET

D

R= 600.00'

T= 96.11'

L= 190.60'

D

R= 160.00'

T= 28.40'

L= 56.22'

Curve= 25

Curve= 24

Existing shoulder

Existing shoulder

Limits of construction

Clearing limits

Clearing limits construction

Limits of constructed

Line to be

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

N o v e 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 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

Prune tree roots

Grind or remove stump and roots

NPS PMIS No. 169515A NPS Drwg. No. 461/80052 and reset sign

Remove

Sign 6

D

R= 230.00'

T= 85.95'

L= 164.51'

Curve= 23

LEGEND:

P C

.9

P T

.5

P C

.7

P T

.9

P C

.3

.2

+0.2504%

30' VC

K = 86

+0.5993%

N

14118

CP

14117

CP

14116

CP

Line to be constructed

Profile grade

Proposed shoulder

50025

SCALE IN FEET

Existing ground

D

R= 230.00'

T= 85.95'

L= 164.51'

Curve= 20

D

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'

D

D

T= 17.04'

Curve= 22

L= 67.99'

R= 400.00'

Clearing limits

Clearing limits shoulder

Proposed shoulder

Existing construction

Limits of

Temporary staging area

Obliteration area

Obliteration area staging area

Temporary

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

N o v e 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 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

Prune tree roots

Grind or remove stump and roots

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P T

.8

P C

.5

P T

.5

P C

.1

P T

.1

P C

.2

P T

.7

.0

+0.5993%

+0.2925%

40' VC

K = 130

SSD = 3537'

N

CP

14115

CP

14115

CPCP

14114

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

D

R= 260.00'

T= 42.32'

L= 83.91'

Curve= 18

D

R= 220.00'

T= 111.21'

L= 205.94'

Curve= 17

D

T= 74.88'

L= 146.76'

Curve= 19

Existing shoulder

Existing shoulder

Limits of construction

C u lv e r t

Clearing limits

R= 300.00'

Clearing limits

C u lv e r ts

Remove culverts

6'

DITCH EXCAVATION

DETAIL

1 V1 V

1.5 H1.5 H

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

N o v e 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 k lg o d g .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

Prune tree roots

Grind or remove stump and roots

Provide drainage slope min. 1% meander ditch in "S" curve.

Ditch excavation, Obilteration area area

Obilteration

Place riprap to convey a natural appearance

Construct riprap headwall.

appearance convey a natural

Place riprap to headwall.

Construct riprap

Limits of construction ground

Existing

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

Install culvert

Install culverts

LEGEND:

P C

.3

P T

.2

P C

.3

P T

.2

P C

.7

P T

.5

P C

.9

.1

-0.5680%

170' VC

K = 198

SSD = 1339'

.7

-0.0963%

60' VC

K = 127

N

CP

14113

CP

14112

CP

14111

Profile grade

Existing ground

Line to be constructed

Proposed shoulder

Proposed shoulder

50025

SCALE IN FEET

R

D

R= 325.00'

T= 16.80'

L= 33.57'

Curve= 15

D

R= 100.00'

T= 53.20'

L= 97.78'

Curve= 12

D

T= 45.41'

Curve= 16

Existing shoulder

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

D

Clearing limits

Clearing limits

M O

S S

R I P

A R I A

N shoulder Existing a natural appearance

Place riprap to convey

Riprap headwall.

a natural appearance

Place riprap to convey

Riprap headwall.

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

N o v e 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 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

Remove and reset delineator

Prune tree roots

Grind or remove stump and roots riparian and moss zones

Dividing line between

40+60 storage area topsoil

Riparian

See Sheet D.15

200+00.00

36+46.70 = Slide Cemetary Road

Dyea Flats Road

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

Wetland area

Remove and reset sign

Sign 7 replace sign

Remove and

Sign 8

W11-7 and reset sign

Remove

Sign 9 delineator

Install

LEGEND:

P T .5

P C .9

P T

.5

P C

.9

P T

.6

P C

.0

P T

.0

P C

.6

P T

.7

P C

.0

P T .8

PC 200+19.30

PT 200+59.94

.1

-0.0963%

100' VC

K = 65

.3

+1.444 4%

+0.3867%

60' VC

K = 57

SSD = 1050'

N

CP

14110

CP

14110

CP

14109

Profile grade

Existing ground

Line to be constructed

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

D

R= 300.00'

T= 84.79'

L= 165.27'

D

R= 160.00'

T= 22.20'

L= 44.12'

Curve= 11

Curve= 10

Existing shoulder

Existing shoulder

Limits of construction

Limits of construction

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and 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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P T

.8

P C

.0

P T

.2

P C

.0

P T

.1

+0.3867%

.8

+0.3867% -0.5778%

40' VC

K = 41

SSD = 1139'

.5

80' VC

K = 85

14108

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

D

R= 180.00'

T= 36.53'

L= 72.09'

Curve= 8

D

R= 280.00'

T= 102.43'

L= 196.38'

Curve= 7

D

R= 360.00'

T= 51.89'

L= 103.08'

Curve= 9

Limits of construction

Limits of construction

Existing shoulder

Existing shoulder

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and roots

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

N o v e 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 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 riparian storage area

Obliteration and

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P C

.4

P T

.5

P C

.0

P T

.4

P C

.5

P T

.6

+0.3600%

.4

80' VC

K = 462

.0

+0.5333%

100' VC

K = 85

SSD = 962'

-0.6500%

25 25

N

CP

14107

Line to be constructed

Profile grade

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulderLimits of construction

Existing shoulder

Existing shoulder

CUYD

SUBEX.

CUYD

SUBEX.

53+00

Begin subexcavation

57+00

End subexcavation

Existing ground

Clearing limits

Clearing limits

NOTE:

1.

Prune tree roots

Grind or remove stump and roots

LEGEND:

construction

Limits of for stump holes.

100 CUYD's of conserve subexcavation material

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

CUYD

EXC.

CUYD

EMB.

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

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

D.11

STATE PROJECT

NUMBER

SHEET

N o v e 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 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

-0.6500%

.7

60' VC

K = 55 5

.0

+0.4333%

+0.0333%

40' VC

K = 100

SSD = 2718'

N

CP

14106

CP

14105

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder D

R= 160.00'

T= 48.61'

L= 94.39'

D

R= 1,000.00'

T= 67.84'

L= 135.47'

Curve= 6

Curve= 5

Limits of construction

Limits of construction

Existing shoulder

Existing shoulder

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and roots

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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P C

.1

P T

.5

P C

.7

P T

.2

P C

.0

.1

40' VC

K = 171 6

.9

+0.2667%

+0.1882%

30' VC

K = 383

SSD = 13772'

+0.0333%

N

CP

14104

CP

14103

CP

14102

Profile grade

Existing ground

Proposed shoulder

Proposed shoulder

50025

SCALE IN FEET

D

R= 360.00'

T= 35.10'

L= 69.98'

Curve= 3

D

R= 700.00'

T= 63.43'

L= 126.52'

Curve= 2

D

T= 87.79'

L= 153.07'

Curve= 4

R= 125.00' Limits of Construction

Existing Shoulder

Clearing limits

Clearing limits

11'

- 4"

Construction Limits of traffic control fence

Begin temporary

Culturally sensitive area

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

N o v e 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 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

Prune tree roots

Grind or remove stump and roots sensitive area

Culturally constructed

Line to be shoulder Existing control fence

Temporary traffic control fence

Temporary traffic traffic control fence

End temporary

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

W11-1 replace sign Remove and Sign 10

LEGEND:

P C

.0

5 P

T

.0

P C

.0

P T

.5

P C

.1

PT 69+72.21

+0.1882%

N

CP

14101

72+95.00

Profile grade

Existing ground

50025

SCALE IN FEET

END PROJECT

D

T= 14.78'

L= 29.53'

Curve= 1

R= 270.00'

EL= 30.44

E= 2373283.28

N=2809179.92

DYEA FLATS ROAD

CUYD

EXC.

CUYD

EMB.

Taper to existing road

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

N o v e 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 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

'1

CONNECTION DETAIL

surface

Existing asphalt

6" compacted depth method 2, Roadway aggregate, Limits of construction

Proposed shoulder

Clearing limits

Existing shoulder

Line to be constructed

Limits of construction

Clearing limits

Existing shoulder

Proposed shoulder 15'-0"

R

Connect to existing road

Prune tree roots

Grind or remove stump and roots

Proposed shoulder

NPS PMIS No. 169515A NPS Drwg. No. 461/80052 and replace sign

Remove

Sign 11

SPEED

LIMIT

R2-1

Remove and reset sign

Sign 12 replace sign

Remove and

Sign 13

R1-1

STOP

LEGEND:

P C

.9

P T

.5

P O

T

.0

.5

40' VC

K = 25

SSD = 701'

.4

-1.3968%

30' VC

K = 16

0 20

N

CP

14113

CP

14201 CP

14202

Line to be constructed

Profile grade

Existing ground

50025

SCALE IN FEET

D

T= 21.08'

Curve= 101

D

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

D

D

D D

Prune tree roots

Grind or remove stump and roots

36+46.70 =

DYEA FLATS ROAD

200+00.00

SLIDE CEMETERY ROAD

Limits of construction

Proposed shoulder

MATCHLINE

EL - 23.51

OFFSET - 9.00'

36+46.70 =

DYEA FLATS ROAD

MATCH

200+09.00

SLIDE CEMETERY ROAD

EL = 23.51

E = 2371188.10

N = 2807167.63

Riprap headwall

Proposed shoulder

Limits of construction Clearing limits

Clearing limits

Proposed shoulder Trench drain

CUYD

EXC.

CUYD

EMB.

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

18 10

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

D.15

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 k lg o d o .d g n

AK NPS KLGO 10(1)

N o v e m b e r

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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

R

R

LEGEND:

P C

.9

P C

.3

P T

.9

P C

.5

P T

.1

P C

.4

P T

.5

P C

.1

P T

.1

P C

.0

P T

.4

.5

.4

+1.563 1%

-0.3095%

160' VC

K = 85

SSD = 684'

N

CP

14203

CP

14204

CP

14205

Profile grade

Exsiting ground

Line to be constructed

Proposed shoulder

Proposed shoulder

50025

SCALE IN FEET

Curve= 107

D

R= 100.00'

T= 16.93'

L= 33.54'

Curve= 108

D

R= 600.00'

T= 23.83'

L= 47.64'

Curve= 109

D

R= 80.00'

T= 12.71'

L= 25.21'

208+40.00 Curve= 41

R= 160.00'

T= 41.91'

L= 81.99'

Curve= 53

R= 180.00'

T= 39.69'

L= 78.12'

D

D

Clearing limits

Clearing limits

7' R

6'R

70'

Place 4' x 4' x 4' boulder

Construct parking lot

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

N o v e 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 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

-47.46 LT

207+76.50

-20.55 LT

207+79.25

-46.90 LT

208+46.21

-73.86 LT

208+45.32

-73.66 LT

208+25.69

Prune tree roots

Grind or remove stump and roots

20' storage area

Riparian topsoil

Equipment storage area

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

BEGIN LOST LAKE ROAD

END SLIDE CEMETERY ROAD

Remove and reset sign

Sign 14

-17.08 LT

208+48.71 in front of boulder

Remove and reset sign

Sign 15 208+40

LEGEND:

M O

S S

R I P

A R I A

N

(By Others)

Future NPS SST

P C

.5

P T

.5

P C

.9

P T

.1

P C

.6

P T

.2

P C

.5

P T

.2

0 P

C

.4

P T

.6

.1

100' VC

K = 63

.3

+1.2800

121' VC

K = 110

SSD = 1044'

.8

+0.1833%

40' VC

K = 74

SSD = 2006'

N

CP

14206 CP

14207

CP

14208

CP

14209 Line to be constructed

Profile grade

Existing ground

Proposed shoulder

Proposed shoulder

50025

SCALE IN FEET

D

R= 150.00'

T= 39.12'

L= 76.53'

Curve= 110

D

R= 190.00'

T= 47.29'

L= 92.70'

Curve= 112

Curve= 113

D

R= 90.00'

T= 28.74'

L= 55.63'

Curve= 111

D

R= 90.00'

T= 19.17'

L= 37.78'

Trench drain

T r e n c h d r a in

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and roots

Construct turnout

Construct turnout

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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P C

.5

P T

.0

P C

.7

P T

.5

P C

.3

P T

.1

P C

.6

P T

.2

P C

.2

.1

-0.3600%

100' VC

K = 77

.0

+0.9350% -0.2333%

100' VC

K = 86

SSD = 974'

-0.2333%

14210

CP

14211

CP

14212

CP

14213

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

D R= 90.00'

Curve= 117

D

T= 7.84'

T= 24.54'

L= 39.95'

R= 200.00'

L= 34.26'

Curve= 43

D R= 200.00'

T= 69.19' L= 133.23'

D 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

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and roots Construct turnout

Construct turnout

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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P T

.5

P C

.9

P T

.3

P C

.9

P T

.9

P C

.7

P T

.9

.3

40' VC

K = 88

.9

+0.2222% -0.1739%

27' VC

K = 69

SSD = 2737'

-0.2333%

N

CP

14214

CP

14215

CP

14216

CP

14217

CP

14218

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

Proposed shoulder

50025

SCALE IN FEET

Curve= 48

D

R= 60.00' T= 9.73' L= 19.28'

Curve= 47

D R= 100.00' T= 31.41' L= 60.86'

Curve= 49

D R= 75.00'

T= 76.87'

L= 119.65'

Curve= 54

D R= 140.00'

T= 35.29'

L= 69.14'

Curve= 55

D R= 100.00' T= 11.73' L= 23.36'

Curve= 56

D R= 160.00' T= 7.51' L= 15.02'

Curve= 125

D

R= 160.00'

T= 19.48'

L= 38.76'

Trench drain

T r e n c h d r a in

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and roots

Construct turnout

Construct turnout

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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P C

.1

P T

.0

P C

.0

P T .3

PC 224+

85.37

P T

.0

P C

.4

P T

.5

P C

.4

P T

.8

P C

.2

P T

.2

P C

.2

P T

.0

.5

60' VC

K = 44

.3

+1.1915

+0.4110%

40' VC

K = 51

SSD = 1402'

14219

CP

14220

50025

SCALE IN FEET

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

T r e n c h d r a in

T r e n c h d r a in

Prune tree roots stump and roots

Grind or remove

Trench drains

Line to be constructed

Proposed shoulder

Clearing limits

Clearing limits

Proposed shoulder

Trench drain turnout

Construct

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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

Existing ground

Profile grade

LEGEND:

P C

.4

P T

.1

P C

.1

0 P

T

.1

P C

.1

P T

.4

P C

.4

P T

.6

P C

.1

P T

.4

P C

.7

P T

.2

P C

.6

P T

.7

P C

.9

.2

+0.4110%

+0.0630%

40' VC

K = 115

SSD = 3121' 2

.4

+0.6250%

40' VC

K = 71

N

CP

14221

CP

14222

CP

14223

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Propsed shoulder

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

D

R= 100.00'

T= 35.23'

L= 67.75'

Curve= 51

D

R= 300.00'

L= 89.73'

T= 45.20'

Trench drain

T r e n c h d r a in

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and roots

Construct turnout

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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P C

.9

P T

.0

P C

.8

P T

.1

P C

.1

P T

.9

P C

.6

P T

.3

.9

+0.6250%

40' VC

K = 229

SSD = 6186'

.2

+0.4500%

40' VC

K = 152

SSD = 4130'

+0.1875%

Curve= 140

D

R= 90.00'

T= 11.78'

L= 23.44'

Curve= 142

D

R= 250.00'

T= 22.96'

L= 45.79'

Curve= 141

D

R= 700.00'

T= 45.74'

L= 91.35'

14224

CP

14225

CP

14226

CP

Line to be constructed

Profile grade

Existing ground

Proposed shoulder

50025

SCALE IN FEET

Proposed shoulder

Curve= 52

D

R= 100.00'

T= 20.95'

L= 41.30'

Clearing limits

Clearing limits

Prune tree roots

Grind or remove stump and roots

Construct turnout

Construct turnout

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

N o v e 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 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

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

LEGEND:

P C

.1

P T

.4

P C

.7

P T

.1

P C

.8

P T

.2

P C

.4

P T

.2

+0.1875%

.0

+0.5333%

40' VC

K = 116

N

CP

14227

Profile grade

Existing ground

Line to be constructed

END PROJECT

LOST LAKE ROAD

249+40.00

50025

SCALE IN FEET

EL= 40.24

E=2371591.41

N=2811919.26

10' R

'R

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

'R

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

Equipment parking area

Taper to existing road

Prune tree roots

Grind or remove stump and roots storage area

Riparian topsoil

Clearing limits

Proposed shoulder

Clearing limits

Proposed shoulder

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

N o v e 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 k lg o d w .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

NPS PMIS No. 169515A NPS Drwg. No. 451/80052

Remove and reset sign

Sign 16

Removal of sign

Sign 17

LEGEND:

P C

.1

P T

.3

P C

.5

P T

.4

2 2

P O

T

.7

.6

+0.2667%

40' VC

K = 150

SSD = 4067'

.2

GPK FILE DATED November 26, 2014

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

14101 2809175.909 2373311.594 29.641 59°30'49.448625" N 135°20'56.220868" W 47.8529 1.000001986 5/8" IR w/FHWA alum Cap 1.

14102 2809356.882 2372926.781 29.690 59°30'51.137080" N 135°21'03.763145" W 47.9183 1.000001846 5/8" IR w/FHWA alum Cap

14103 2809231.399 2372767.282 29.470 59°30'49.862718" N 135°21'06.793394" W 47.6983 1.000001717 5/8" IR w/FHWA alum Cap

14104 2809082.078 2372686.284 28.612 59°30'48.372718" N 135°21'08.291231" W 46.8403 1.000001652 5/8" IR w/FHWA alum Cap

14105 2808820.325 2372412.560 28.259 59°30'45.728727" N 135°21'13.469114" W 46.4906 1.00000141 5/8" IR w/FHWA alum Cap

14106 2808624.996 2372319.690 27.684 59°30'43.782794" N 135°21'15.174775" W 45.9123 1.000001306 5/8" IR w/FHWA alum Cap

14107 2808194.302 2372303.337 26.532 59°30'39.537969" N 135°21'15.285154" W 44.7537 1.000001175 5/8" IR w/FHWA alum Cap

14108 2807748.258 2372235.902 26.227 59°30'35.129551" N 135°21'16.377755" W 44.4422 1.000000969 5/8" IR w/FHWA alum Cap

14109 2807504.416 2371930.512 26.570 59°30'32.654105" N 135°21'22.176932" W 44.7885 1.000000685 5/8" IR w/FHWA alum Cap

14110 2807139.914 2371748.934 27.186 59°30'29.020724" N 135°21'25.519487" W 45.4045 1.000000406 5/8" IR w/FHWA alum Cap

14111 2807024.487 2371550.442 25.851 59°30'27.835714" N 135°21'29.309139" W 44.0727 1.000000313 5/8" IR w/FHWA alum Cap

14112 2807051.654 2371355.712 22.663 59°30'28.055647" N 135°21'33.094390" W 40.8946 1.00000037 5/8" IR w/FHWA alum Cap

14113 2807189.543 2371199.671 20.977 59°30'29.375237" N 135°21'36.183445" W 39.2184 1.000000421 5/8" IR w/FHWA alum Cap

14114 2807040.511 2370951.050 22.303 59°30'27.846984" N 135°21'40.927901" W 40.551 1.000000161 5/8" IR w/FHWA alum Cap

14115 2806823.806 2370857.510 21.466 59°30'25.690304" N 135°21'42.635560" W 39.714 1.000000061 5/8" IR w/FHWA alum Cap

14116 2806581.821 2370964.980 23.925 59°30'23.333890" N 135°21'40.437287" W 42.1632 0.999999903 5/8" IR w/FHWA alum Cap

14117 2806250.099 2371008.008 22.425 59°30'20.078105" N 135°21'39.444176" W 40.6566 0.999999863 5/8" IR w/FHWA alum Cap

14118 2806008.936 2370929.386 21.690 59°30'17.684252" N 135°21'40.851020" W 39.9183 0.999999757 5/8" IR w/FHWA alum Cap

14119 2805765.713 2371029.196 20.815 59°30'15.313765" N 135°21'38.800697" W 39.0335 0.999999754 5/8" IR w/FHWA alum Cap

14120 2805532.961 2371099.100 20.412 59°30'13.039059" N 135°21'37.334740" W 38.6239 0.999999717 5/8" IR w/FHWA alum Cap

14121 2805331.453 2371222.371 19.797 59°30'11.085040" N 135°21'34.850210" W 37.9991 0.999999732 5/8" IR w/FHWA alum Cap

14122 2804984.459 2371133.333 21.011 59°30'07.646582" N 135°21'36.407882" W 39.2098 0.999999484 5/8" IR w/FHWA alum Cap

14123 2804776.079 2370994.211 19.836 59°30'05.560737" N 135°21'39.002164" W 38.0381 0.999999379 5/8" IR w/FHWA alum Cap

14124 2804156.631 2370852.274 19.894 59°29'59.426589" N 135°21'41.453022" W 38.0895 0.999999047 5/8" IR w/FHWA alum Cap

14125 2803672.495 2371046.104 18.258 59°29'54.706936" N 135°21'37.466275" W 36.4338 0.999999035 5/8" IR w/FHWA alum Cap

14201 2807374.512 2371287.353 25.160 59°30'31.217972" N 135°21'34.573841" W 43.4014 1.000000345 5/8" IR w/FHWA alum Cap

14202 2807565.381 2371383.019 23.559 59°30'33.120747" N 135°21'32.812357" W 41.8004 1.000000552 5/8" IR w/FHWA alum Cap

14203 2807726.928 2371381.315 24.042 59°30'34.711007" N 135°21'32.923026" W 42.2867 1.000000595 5/8" IR w/FHWA alum Cap

14204 2807894.070 2371466.309 25.537 59°30'36.377539" N 135°21'31.356808" W 43.7817 1.000000638 5/8" IR w/FHWA alum Cap

14205 2808033.542 2371481.648 25.743 59°30'37.754600" N 135°21'31.126677" W 43.9877 1.000000694 5/8" IR w/FHWA alum Cap

14206 2808244.408 2371539.594 27.448 59°30'39.845049" N 135°21'30.105412" W 45.696 1.000000731 5/8" IR w/FHWA alum Cap

14207 2808413.658 2371590.424 26.791 59°30'41.523986" N 135°21'29.201981" W 45.0423 1.00000086 5/8" IR w/FHWA alum Cap

14208 2808529.141 2371592.511 27.585 59°30'42.661601" N 135°21'29.217031" W 45.8363 1.00000087 5/8" IR w/FHWA alum Cap

14209 2808651.600 2371658.267 26.998 59°30'43.883451" N 135°21'28.001913" W 45.2493 1.000000985 5/8" IR w/FHWA alum Cap

14210 2808788.096 2371637.597 26.811 59°30'45.222415" N 135°21'28.467943" W 45.0688 1.000001039 5/8" IR w/FHWA alum Cap

14211 2808958.883 2371720.742 27.145 59°30'46.924369" N 135°21'26.939103" W 45.4028 1.000001138 5/8" IR w/FHWA alum Cap

14212 2809156.293 2371676.356 27.679 59°30'48.857335" N 135°21'27.893882" W 45.9434 1.00000117 5/8" IR w/FHWA alum Cap

14213 2809307.742 2371690.286 28.111 59°30'50.351981" N 135°21'27.696739" W 46.3754 1.000001219 5/8" IR w/FHWA alum Cap

14214 2809455.003 2371669.681 29.056 59°30'51.796958" N 135°21'28.166701" W 47.327 1.000001223 5/8" IR w/FHWA alum Cap

14215 2809523.122 2371584.233 30.304 59°30'52.446829" N 135°21'29.855005" W 48.5782 1.000001144 5/8" IR w/FHWA alum Cap

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM :Alaska zone 1 SPCS NAD83(2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : NAVD88 based on Geoid 12A

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.

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D ye aR oa d_ co nt ro ls he et

.x ls x] S he et 3-

N ov

-2

8:

A

M W

FL

H

D S ur ve y

A .D av ie s

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.24

SHEET

NUMBER

NPS KLGO 10(1)AK

SURVEY CONTROL

Sheet 1 of 2

NPS PMIS No. 169515A NPS Drwg No. 461/80052

GPK FILE DATED November 26, 2014

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

14216 2809605.644 2371575.656 30.277 59°30'53.257288" N 135°21'30.060843" W 48.5545 1.000001174 5/8" IR w/FHWA alum Cap 1.

14217 2809692.991 2371629.479 30.982 59°30'54.130494" N 135°21'29.059966" W 49.2595 1.000001206 5/8" IR w/FHWA alum Cap

14218 2809835.893 2371657.358 31.551 59°30'55.544387" N 135°21'28.588448" W 49.8318 1.000001253 5/8" IR w/FHWA alum Cap

14219 2810146.088 2371743.588 32.797 59°30'58.619775" N 135°21'27.066662" W 51.0811 1.000001369 5/8" IR w/FHWA alum Cap

14220 2810419.845 2371882.656 33.457 59°31'01.349263" N 135°21'24.503475" W 51.7411 1.000001527 5/8" IR w/FHWA alum Cap

14221 2810564.846 2371840.379 34.379 59°31'02.766701" N 135°21'25.392292" W 52.6696 1.000001519 5/8" IR w/FHWA alum Cap

14222 2810761.042 2371890.779 35.353 59°31'04.710843" N 135°21'24.509892" W 53.6469 1.000001582 5/8" IR w/FHWA alum Cap

14223 2810975.929 2371825.112 37.150 59°31'06.810706" N 135°21'25.885535" W 55.4505 1.000001548 5/8" IR w/FHWA alum Cap

14224 2811244.215 2371792.894 37.325 59°31'09.444521" N 135°21'26.638701" W 55.6353 1.000001632 5/8" IR w/FHWA alum Cap

14225 2811402.440 2371702.256 38.123 59°31'10.980359" N 135°21'28.471104" W 56.4399 1.000001609 5/8" IR w/FHWA alum Cap

14226 2811586.423 2371634.780 38.951 59°31'12.775472" N 135°21'29.867088" W 57.2745 1.000001608 5/8" IR w/FHWA alum Cap

14227 2811817.160 2371584.405 39.630 59°31'15.035120" N 135°21'30.954189" W 57.9633 1.000001643 5/8" IR w/FHWA alum Cap

DYEA1 2808557.579 2373742.462 33.284 59°30'43.464762" N 135°20'47.577836" W 51.4729 1.000001795 5/8" IR w/FHWA alum Cap

DYEA2 2808738.282 2373596.484 33.929 59°30'45.208658" N 135°20'50.492258" W 52.1245 1.000001758 5/8" IR w/FHWA alum Cap

DYEA3 2803337.558 2371025.508 18.061 59°29'51.403923" N 135°21'37.704038" W 36.2335 0.999998897 5/8" IR w/FHWA alum Cap

DYEA4 2802861.522 2371386.917 16.385 59°29'46.804938" N 135°21'30.476437" W 34.5313 0.999998981 5/8" IR w/FHWA alum Cap

PROJECT : REPAIR DYEA FLATS ROAD AND SLIDE CEMETERY ROAD

DATE OF FIELD WORK : November 2014 DATE OF FINAL ADJUSTMENT : November 2014

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM :Alaska zone 1 SPCS NAD83(2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : NAVD88 based on Geoid 12A

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.

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D ye aR oa d_ co nt ro ls he et

.x ls x] S he et

2) 3-

N ov

-2

8:

A

M W

FL

H

D S ur ve y

A .D av ie s

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.25

SHEET

NUMBER

NPS KLGO 10(1)AK

SURVEY CONTROL

Sheet 2 of 2

NPS PMIS No. 169515A NPS Drwg No. 461/80052

NOTES:

SEDIMENT CONTROL

SOIL EROSION &

TABULATION OF

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

2.

1.

E.1

STATE PROJECT

o v e 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 K

L G

O d a t.

d g n

D

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

NO SCALE

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

U

S S u r ft

D

D

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

R

M e a d o w s

D e s ig n e d b y

Install silt fence 2

Install silt fence

Standing water

Sta ndin g w ate r

EROSION CONTROL TREATMENT

TYPICAL CULVERT

EROSION CONTROL TREATMENT

TYPICAL TRENCH DRAIN

CONTROL TREATMENT

DRAIN EROSION

CULVERT AND TRENCH

Fill scour hole with conserved stream bed materialdiversion channel

3' W x 2' D Temporary

Temporary culvert

Culvert work area

Remove silt fence after culvert/trench drain installation.

erosion control treatment.

CO must approve changes to culvert

Diversion dam

Sediment trap

Install silt fence

Install silt fence

See Sheet F.7 for details

Trench drain.

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

U

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. 461/80052

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

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 r 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

4.

3.

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.

6" min.

9" min.

6" 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

U

S C u s to m a r y

REVISED:

" steel plate (min.)4

NPS PMIS No. 169515A NPS Drwg. No. 461/80052

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

8.

7.

6.

5.

4.

3.

STANDARD NO SCALE

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

E.5

PROJECT

s t1

.d g n

U

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. 461/80052

A

A

B B

Flow

SECTION A-A SECTION B-B

SECTION A-A

SECTION B-B

W

SS

SS

B

D

Flow

Flow

Flow embankment

Roadway embankment

Roadway

NOTE:

W

SS

SS

B

D

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

W

B

DSS SS

Flow

SSSS D

B

W

T

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.

T

See Note 5

Ø

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.

4.

3.

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

119.5'

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

NPS PMIS No. 169515A NPS Drwg. No. 461/80052 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 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 DRAWING NO.: 461/80052

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

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

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

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

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

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

NO SCALE

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

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

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

S ee f ib er r ol l

Direction of runof f from distur bed area

10.4 x 16 20301 -1900

20425 -1000

25101 -0300

60201 -0600

60201 -0800

60201 -1000

60414 -0000

Station

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REMARKS

See below for numbered notes

FEET CUYD EACH LNFT CUYD LNFT LNFT LNFT SQFT Lt Rt

5+50 2 9.8 37 AS, GS 2 2 1

30+92 2 11.3 34 72 AS, GS 2 2 1

31+57 2 6.6 2

31+90 2 28.5 60.0 35 88 124 AS, GS 2 2 1,2,3,5,6

36+95 2 71.8 1 33 46 100 AS, GS 2 2 1,3,5

202+90 1 17.0 418 4 213+85 1 25.9 780 4 221+50 1 13.0 594 4 227+60 1 14.8 400 4 229+80 1 12.0 324 4 230+20 1 14.7 396 4 234+30 1 5.3 143 4 240+35 1 14.4 390 4

PROJECT TOTAL 245.1 3 60.0 68 71 88 46 3445

NPS PMIS No. 169515A NPS Drwg. No. 461/80052 Allowable Pipe Material

NOTE: A Aluminum AS Aluminized steel

1. See Std. 602-1 for…