AK NPS KATM 10(4)_PLANS_PreAd.pdf

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PACIFIC OCEAN Project Location

ALASKA KEY MAP

TYPE OF CONSTRUCTION:

Grading, Pullout Improvements and Drainage

DESIGN DESIGNATION:

ADT{2019)

ADT (2039)

V e(max)

25MPH

8%

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

PROJECT MANAGER

N. Jones

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

KATMAI NATIONAL PARK

PLANS FOR PROPOSED PROJECT

AK NPS KATM 10(4)

NPS PMIS NO. 218578

Park Headquarters

N

See Sheet A.3

For "Vicinity Map"

REHABILITATE VALLEY OF 10,000 SMOKES

ROAD, PHASE IV

LAKE AND PENINSULA BOROUGH

ALASKA

LENGTH 22.35 MILES

(SPOT IMPROVEMENTS ALONG VALLEY ROAD)

BEGIN PROJECT

01+25

SCALE IN MILES

5 0 10

END PROJECT

1181+52

SQUIRREL CAMP

23+62

MORAINE PIT

(5-MILE PIT}

226+20

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

STATE

AK

INDEX TO SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

PROJECT

NPS KATM 10(4)

A.2 PLAN SYMBOLS AND ABBREVIATIONS

A.3 VICINITY MAP

A.4 BROOKS CAMP VICINITY MAP

B. SUMMARIES

B.1 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

C.1-2 DRAINAGE BLANKET DETAILS

C.3 GRADE RAISE & REALIGNMENT DETAILS

D. PLAN SHEETS

D.l TABULATION OF QUANTITIES

D.2-22 PLAN-PLAN

E. MORAINE PIT

E.l MORAINE PIT SITE PLAN

E.2 MORAINE PIT RECLAMATION PLAN

F. EROSION CONTROL

F.1 TABULATION OF EROSION CONTROL QUANTITIES

F.2-F.3 EROSION CONTROL PLAN

F.4 DETAIL W157-1 SILT FENCE

SHEET

NUMBER

A.1

F.5 STD DETAIL 157-5 TEMPORARY DIVERSION CHANNELS

F.6 DETAIL W157-21 FIBER ROLL

G. DRAINAGE

G.1-2 TABULATION OF DRAINAGE QUANTITIES

G.3 STD DETAIL 602-1 METAL PIPE CULVERT

G.4 STD DETAIL 602-2 METAL PIPE CULVERT

COUPLING BAND

G.5 STD DETAIL 602-3 METAL AND PLASTIC

PIPE CULVERT BEDDING

H. TEMPORARY TRAFFIC CONTROL

H.1 TABULATION OF TEMPORARY TRAFFIC

CONTROL QUANTITIES

H.2-6 TEMPORARY TRAFFIC CONTROL DETAILS

I. PERMANENT TRAFFIC CONTROL

I.1 MILE MARKER DELINEATOR DETAILS

APPROVED:

Director, Project Delivery, Western Federal Lands Highway Division

Regional Director, Alaska Region, National Park Service

Superintendent, (Katmai National Park and Preserve)

DATE ____ _

DATE ____ _

DATE ____ _ PRELIMINARY - NOT FOR CONSTUCTIOIN

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

:0

A

M

M a r c h

U

S C c m y f il e 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

A.2NPS KATM 10(4)AK

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

BH

CP GPS

JH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

DI

PRELIMINARY - N

OT FOR CONSTUCTIOIN

Naknek

Camp

Brooks

ILIUK ARM

BRO

O

KS

LAKE

NORTH ARMNAKNEK LAKE

RIVER

NAKNEK

Park Headquarters

KING SALMON

Overlook

Three Forks

BROOKS LODGE

Lake Camp

Falls Margot 647+89

FIRST RIVER CROSSING

SECOND RIVER CROSSING

851+95

THIRD RIVER CROSSING

892+61

SCALE IN MILES

10 20

23+62

SQUIRREL CAMP

226+20

(STAGING AREA)

MORAINE PIT

992+64

SWAN PIT

M ain ten an ce A rea

B ro ok s L ak e N

PS

0.2 M ile s t

o

,0

S m o k e s R o a d

V a lle y o f

B ro ok s

Ca m p

0.

M ile s to

AK NPS KATM 10(4)

BEGIN PROJECT

AK NPS KATM 10(4)

END PROJECT

01+25

1181+52

NPS PMIS No. 218578 NPS Drwg. KATM/127/177631

BEGIN PROJECT

01+25

AK NPS KATM 10(4)

:3

P

S e p te m b e r

V ic in it y M a p p w

-w o rk

\d \A

K N

P S

K A

T M

(4 a c .d g n

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) A.3

VICINITY MAP

BROOKS CAMP

A.4

STATE PROJECT

NUMBER

SHEET

D e f a u lt p w

-w o rk

\d \A

K N

P S

K A

T M

(4 a d .d g n

AK NPS KATM 10(4)

:4

J a n u a r y

C h e c k e d b y

D e s ig n e d b y

Brooks Camp

Landing Area

New Spit Barge

Valley of 10,000 Smokes Road

U.S.S. 7623 Private Native Allotment

NPS PMIS No. 218578 Drwg. No. KATM/127/177631

N

NAKNEK LAKE

T R

A

IL

Bridge

45.6

W.L.

47.0

W.L.

Dock

B R O

O K S

Marsh

RIVER

NO SCALE

210+00 to 230+00 (MP 3.9 to MP 4.3 )

Existing ground

Existing ground

2% cross-slope

C le a r in g l im it

C le a r in g l im it

8" compacted depth

Roadway aggregate, method 2

Placed riprap, method A, class 0 class 1, type A, non-woven above and below riprap

Place separation-stabilization geotextile drain at 2 percent cross-slope

Roadway reconditioning to

DRAINAGE BLANKET TYPICAL DETAIL

1:

1:

1:2

1:2

LCLC

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

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

5'-0"5'-0"

5'-0"

5'-0"

:0

J a n u a r y

D r a in a g e B la n k e t

D e ta il p w

-w o rk

\d \A

K N

P S

K

A T

M C a .d g n

Sheet 1 of 2

DRAINAGE BLANKET DETAIL

STATE PROJECT

NUMBER

AK NPS KATM 10(4) C.1

673+00 to 678+00 (MP 12.8)

279+80 to 281+30 (MP 5.3)

Existing ground

Existing ground

2% cross-slope

C le a r in g l im it

C le a r in g l im it

8" compacted depth

Roadway aggregate, method 2

Placed riprap, method A, class 0 class 1, type A, non-woven above and below riprap

Place separation-stabilization geotextile drain at 2 percent cross-slope

Roadway reconditioning to

DRAINAGE BLANKET TYPICAL DETAIL

1:

1:

1:2

1:2

LC

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

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

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

5'-0"5'-0"

5'-0"

5'-0"

:3

D e c e m b e r

D r a in a g e B la n k e t

D e p w

-w o rk \d

\A

K

N P

S

K A

T M

C b .d g n

Sheet 2 of 2

DRAINAGE BLANKET DETAIL

STATE PROJECT

NUMBER

AK NPS KATM 10(4) C.2

of pavement

Existing edge of roadway

Proposed edge

Proposed centerline

Existing centerline

E=1371404.6186

N=1597337.7940

1138+75 realignment

Begin proposed

E=1371653.9343

N=1597354.3880

1141+25 realignment

End of proposed

Surface transition

Surface transition

CL

CL

(Existing)

2% 2%

8-inch compacted depth

Roadway Aggregate, Method 2, A

A ground

Existing ground

Existing r e a li g n m e n t

B e g in

/e n d compacted depth

Method 2, 8-inch

Roadway Aggregate, gravel roadway

Top of existing

(Proposed)

Not To Scale

1:3 1:2

Matchline

Matchline at proposed centerline

Existing ground profile

Radius=2000'

Proposed Alignment, Matchline

Matchline

M in

D it h

4'-0"

5'-0"5'-0"

Existing width variesExisting width varies

50'-0" Transition

50' 50'

250' Alignment shift & grade raise with 50' surface transition on each end

:2 e c e m b e r

P la n

S h e e t] p w

-w o rk

\d \A

K N

P S

K A

T M

C c .d g n

DETAILS

GRADE RAISE & REALIGNMENT

GRADE RAISE & REALIGNMENT

GRADE RAISE & REALIGNMENT

Section A-A

TO EXISTING ROADWAY

CONNECTION DETAIL

Plan View

1138+75 to 1141+25 (MP 21.6)

1138+75 to 1141+25 (MP 21.6)

STATE PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) C.3

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

TABULATION OF QUANTITIES

D.1

STATE PROJECT

NUMBER

SHEET

T a b u la ti o n o f Q u a n ti ti s p w

-w o rk \d

\A

K

N P

S

K A

T M d a .d g n

AK NPS KATM 10(4)

:0

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

NOTE:

1. Do not increase the footprint of the existing pullouts.

06+75 RT

VRAA Maintenance Entrance

23+62

Squirrel Camp

01+25

BEGIN PROJECT

NPS Housing Area

48+07 RT (MP 0.91)

New Honey Pit

56+39 RT (MP 1.06)

Old Honey Pit

N N

E = 1299217.6477

N = 1665529.1216

MP 1 (52+80)

Delineator, type flexible (typ.)

Existing Pullout

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

5 1

5 2

'89.88L =

'45.28T =

'300.00R =

(RT)17°09'56"Δ =

3+51.40PI

'63.75L = '32.15T = '200.00R =

(RT)18°15'43"Δ =

5+82.76PI '78.27L =

'39.19T = '600.00R =

(RT)07°28'26"Δ =

9+28.49PI

'159.57L = '84.30T = '200.00R =

(RT)45°42'47"Δ =

17+85.24PI

'33.34L = '16.83T = '100.00R =

(LT)19°06'13"Δ =

1+44.83PI

'77.81L = '39.80T = '150.00R =

(LT)29°43'15"Δ =

4+62.20PI

'66.86L = '33.75T = '200.00R =

(LT)19°09'16"Δ =

7+70.90PI

'30.69L = '15.35T = '400.00R =

(LT)04°23'45"Δ =

11+03.06PI

'50.85L = '25.48T = '300.00R =

(LT)09°42'39"Δ =

14+02.31PI

'77.30L = '38.70T = '600.00R =

(LT)07°22'53"Δ =

15+39.06PI

'74.35L = '37.24T = '500.00R =

(LT)08°31'12"Δ =

19+53.93PI

'405.15L = '207.02T = '800.00R =

(LT)29°01'01"Δ =

26+63.23PI

.0

.3

T

.4

.2

.1

C 8

.7

.8

.6

T 5

.5

T 1

.9

C 1

C1

.0

P O

B

0 3

'148.34L = '75.03T = '400.00R =

(RT)21°14'54"Δ =

31+02.64PI

'237.60L = '119.95T = '700.00R =

(RT)19°26'51"Δ =

36+41.82PI

'89.06L = '44.56T = '1,000.00R =

(RT)05°06'09"Δ =

39+55.85PI

'91.63L = '46.02T = '400.00R =

(LT)13°07'31"Δ =

32+88.48PI

'132.64L = '68.86T = '200.00R =

(LT)37°59'55"Δ =

52+23.45PI

C 4

:1 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

1+00 to 59+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.2

MP 2 (105+60)

Delineator, type flexible (brown) (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

5 1 0 1 5 1

'101.69L =

'51.97T =

'200.00R =

(RT)29°07'52"Δ =

112+65.06PI

'188.08L = '94.32T = '1,000.00R =

(LT)10°46'34"Δ =

90+58.99PI

'772.06L = '386.56T = '6,000.00R =

(LT)07°22'21"Δ =

97+78.82PI

'29.86L = '14.96T = '200.00R =

(LT)08°33'10"Δ =

114+85.41PI

C 9

PT

PC

:1 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

59+00 to 117+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.3

MP 3 (158+40)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

'15.76L =

'8.31T =

'20.00R =

(RT)45°08'18"Δ =

121+44.80PI

'112.04L = '56.04T = '2,000.00R =

(RT)03°12'35"Δ =

133+50.37PI

'485.96L = '247.88T = '1,000.00R =

(RT)27°50'37"Δ =

142+12.94PI

'15.38L = '8.09T = '20.00R =

(LT)44°03'03"Δ =

121+75.42PI

'58.02L = '29.22T = '200.00R =

(LT)16°37'22"Δ =

144+97.77PI

1+

PC1

1+

0 1

'105.66L = '52.97T = '600.00R =

(RT)10°05'23"Δ =

149+58.17PI

'128.96L = '64.57T = '1,000.00R =

(RT)07°23'19"Δ =

158+21.11PI

'1,205.92L = '621.92T = '2,000.00R =

(RT)34°32'49"Δ =

172+90.97PI

'88.41L = '44.28T = '600.00R =

(LT)08°26'33"Δ =

154+13.12PI '238.20L =

'125.78T = '300.00R =

(LT)45°29'33"Δ =

160+97.93PI

:1 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

117+00 to 175+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.4

226+20 LT (MP 4.28)

Moraine Pit (5-Mile Pit)

216+48 (MP 4.10)

24" CMP

Cleaning Culvert in Place

(See Sheet C.1 for Detail)

210+00 (MP 4.0)

Begin Installing Drainage Blanket

(See Sheet C.1 for Detail)

230+00 (MP 4.35)

End Installing Drainage Blanket

MP 4 (211+20)

Delineator, type flexible (typ.)

Access Road to 5-Mile Pit

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

0 2

'327.10L =

'163.92T =

'2,000.00R =

(RT)09°22'15"Δ =

183+46.45PI

'375.66L = '190.07T = '1,000.00R =

(RT)21°31'25"Δ =

200+62.19PI

'191.55L = '96.07T = '1,000.00R =

(LT)10°58'30"Δ =

188+12.59PI

'134.43L = '68.36T = '300.00R =

(LT)25°40'26"Δ =

195+01.70PI

T1

'1,205.92L = '621.92T = '2,000.00R =

(RT)34°32'49"Δ =

172+90.97PI

5 2

'206.27L = '103.20T = '2,500.00R =

(RT)04°43'39"Δ =

208+30.60PI

'214.76L = '107.45T = '2,500.00R =

(RT)04°55'19"Δ =

219+89.18PI '881.12L =

'447.83T = '2,000.00R =

(RT)25°14'33"Δ =

230+40.35PI

'129.01L = '64.75T = '600.00R =

(LT)12°19'09"Δ =

204+34.67PI

'268.78L = '134.75T = '1,500.00R =

(LT)10°16'00"Δ =

215+83.86PI

:3

J a n u a ry

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

175+00 to 233+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.5

Flooding Section of the Road

(See Sheet C.1 for Detail)

279+80 (MP 5.30)

Begin Installing Drainage Blanket

(See Sheet C.1 for Detail)

281+30 (MP 5.32)

End Installing Drainage Blanket

MP 5 (264+00)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

5 2

'128.82L =

'64.77T =

'500.00R =

(RT)14°45'43"Δ =

261+53.72PI

'329.90L = '165.53T = '1,600.00R =

(LT)11°48'49"Δ =

252+45.00PI

0 2

'193.42L = '98.64T = '400.00R =

(RT)27°42'22"Δ =

274+59.22PI

'105.70L = '53.16T = '400.00R =

(RT)15°08'24"Δ =

286+21.67PI

'811.46L = '412.74T = '1,800.00R =

(LT)25°49'46"Δ =

267+52.19PI

'260.62L = '131.84T = '700.00R =

(LT)21°19'56"Δ =

278+81.80PI

'279.29L = '147.56T = '350.00R =

(LT)45°43'16"Δ =

289+49.15PI

C 2

T 2

T 2

:3

J a n u a ry

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

233+00 to 291+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.6

MP 6 (316+80)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

'408.39L =

'207.08T =

'1,000.00R =

(RT)23°23'57"Δ =

294+38.62PI

'610.25L = '307.52T = '2,000.00R =

(RT)17°28'57"Δ =

301+41.14PI

'376.54L = '190.78T = '950.00R =

(RT)22°42'35"Δ =

312+53.40PI

'63.62L = '31.88T = '400.00R =

(LT)09°06'46"Δ =

297+32.97PI

'162.25L = '81.41T = '800.00R =

(LT)11°37'14"Δ =

307+78.70PI

T 3

C 3

'204.05L = '103.46T = '500.00R =

(RT)23°22'56"Δ =

328+28.55PI

'174.74L = '87.59T = '1,000.00R =

(RT)10°00'43"Δ =

344+04.23PI

'55.18L = '27.77T = '200.00R =

(RT)15°48'28"Δ =

347+87.99PI

'207.31L = '104.03T = '1,000.00R =

(LT)11°52'41"Δ =

339+65.04PI

'108.94L = '54.81T = '400.00R =

(LT)15°36'14"Δ =

346+68.31PI

T3

:2 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

291+00 to 349+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.7

MP 7 (369+60)

Delineator, type flexible (typ.)

'60.07L =

'31.75T =

'75.00R =

(RT)45°53'24"Δ =

355+97.66PI

'101.52L = '52.79T = '150.00R =

(RT)38°46'39"Δ =

360+27.47PI

'187.45L = '96.90T = '300.00R =

(RT)35°48'00"Δ =

364+89.96PI

'144.35L = '75.48T = '200.00R =

(RT)41°21'12"Δ =

371+84.98PI

'168.83L = '86.09T = '350.00R =

(LT)27°38'14"Δ =

350+95.38PI

'91.46L = '47.20T = '150.00R =

(LT)34°56'10"Δ =

358+87.25PI

'232.61L = '153.32T = '140.00R =

(LT)95°11'54"Δ =

367+47.64PI

'105.90L = '53.03T = '800.00R =

(LT)07°35'05"Δ =

374+39.88PI

'106.02L = '56.75T = '120.00R =

(LT)50°37'12"Δ =

376+93.25PI

5+

.33

5+

.51

'225.58L = '115.21T = '450.00R =

(RT)28°43'17"Δ =

379+41.04PI '106.31L =

'55.50T = '150.00R =

(RT)40°36'28"Δ =

386+91.66PI

'121.84L = '61.04T = '800.00R =

(RT)08°43'34"Δ =

391+20.80PI

'213.81L = '107.54T = '800.00R =

(RT)15°18'46"Δ =

394+19.70PI

'167.74L = '87.17T = '250.00R =

(RT)38°26'37"Δ =

399+03.88PI

'104.18L = '57.38T = '100.00R =

(LT)59°41'37"Δ =

388+88.45PI

'563.03L = '293.74T = '800.00R =

(LT)40°19'27"Δ =

403+94.28PI

8+

PC 3

1+

T 3

7+

PC 39

9+

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

:2 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

349+00 to 407+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.8

428+50 (MP 8.11)

32" CMP, 26 LNFT

Cleaning Culvert in Place

Aggregate, Method 2

Install 8" Roadway

410+80 RT (MP 7.78)

Research Bay Overlook

Install 8" Roadway Aggregate, Method 2

411+25 LT (MP 7.78)

Research Bay Overlook

MP 8 (422+40)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

0 4

'97.93L =

'49.97T =

'200.00R =

(RT)28°03'15"Δ =

410+84.22PI

'193.29L = '104.94T = '200.00R =

(RT)55°22'20"Δ =

414+78.21PI

'63.05L = '31.79T = '200.00R =

(RT)18°03'47"Δ =

419+74.66PI

'300.80L = '157.91T = '400.00R =

(RT)43°05'10"Δ =

426+77.56PI

'134.71L = '68.00T = '400.00R =

(LT)19°17'44"Δ =

412+62.43PI

'164.67L = '83.52T = '400.00R =

(LT)23°35'16"Δ =

417+76.52PI

'239.37L = '129.75T = '250.00R =

(LT)54°51'32"Δ =

422+99.82PI

'131.25L = '66.69T = '300.00R =

(LT)25°04'03"Δ =

429+87.23PI

'207.47L = '116.98T = '180.00R =

(RT)66°02'25"Δ =

442+17.54PI

'223.75L = '111.92T = '3,000.00R =

(RT)04°16'24"Δ =

457+31.78PI

'234.65L = '118.84T = '600.00R =

(LT)22°24'27"Δ =

447+51.53PI

'215.77L = '108.07T = '1,500.00R =

(LT)08°14'30"Δ =

462+04.84PI

1+

:2 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

407+00 to 465+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.9

MP 9 (475+20)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

0 4

'2.85L =

'1.42T =

'300.00R =

(RT)00°32'37"Δ =

465+92.55PI

'66.50L = '33.56T = '200.00R =

(RT)19°02'58"Δ =

482+27.73PI

'340.26L = '170.39T = '2,500.00R =

(LT)07°47'53"Δ =

471+37.81PI

'100.08L = '51.11T = '200.00R =

(LT)28°40'11"Δ =

480+72.45PI

'103.31L = '51.84T = '500.00R =

(LT)11°50'17"Δ =

484+06.17PI

'191.31L = '95.95T = '1,000.00R =

(LT)10°57'41"Δ =

490+32.80PI

5 5

'52.48L = '26.24T = '2,000.00R =

(RT)01°30'12"Δ =

497+34.66PI

'103.96L = '52.00T = '1,500.00R =

(RT)03°58'16"Δ =

502+40.79PI

'313.11L = '157.13T = '1,500.00R =

(RT)11°57'36"Δ =

510+28.52PI

'296.15L = '148.63T = '1,400.00R =

(LT)12°07'13"Δ =

505+92.86PI

'337.23L = '170.23T = '1,000.00R =

(LT)19°19'18"Δ =

514+21.15PI

'188.22L = '94.39T = '1,000.00R =

(LT)10°47'02"Δ =

518+10.26PI

'197.17L = '100.19T = '450.00R =

(LT)25°06'18"Δ =

521+60.50PI

2+

T 4

C 5

PC 5

:2 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

465+00 to 523+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.10

MP 10 (528+00)

Delineator, type flexible (typ.)

MP 11 (580+80)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

'243.26L =

'121.89T =

'1,500.00R =

(RT)09°17'30"Δ =

528+89.53PI

'123.55L = '61.93T = '700.00R =

(RT)10°06'45"Δ =

538+09.84PI

'115.13L = '57.74T = '600.00R =

(LT)10°59'40"Δ =

531+19.51PI

'123.53L = '61.89T = '800.00R =

(LT)08°50'51"Δ =

539+84.81PI

'494.59L = '255.49T = '800.00R =

(RT)35°25'21"Δ =

574+49.61PI

:2 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

523+00 to 581+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.11

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

'296.64L =

'148.97T =

'1,300.00R =

(RT)13°04'27"Δ =

582+42.10PI

'73.75L = '37.30T = '200.00R =

(RT)21°07'43"Δ =

591+22.77PI

'195.34L = '99.66T = '400.00R =

(RT)27°58'51"Δ =

600+55.27PI

'382.58L = '191.44T = '4,000.00R =

(RT)05°28'48"Δ =

607+89.85PI

'395.74L = '202.01T = '800.00R =

(LT)28°20'35"Δ =

588+25.07PI

'194.53L = '98.51T = '500.00R =

(LT)22°17'31"Δ =

594+36.42PI

'209.19L = '105.20T = '800.00R =

(LT)14°58'56"Δ =

598+21.76PI

C 5

C 6

'95.44L = '48.65T = '200.00R =

(RT)27°20'32"Δ =

612+04.03PI

'242.10L = '122.72T = '600.00R =

(RT)23°07'08"Δ =

614+78.89PI

'119.41L = '59.73T = '1,500.00R =

(RT)04°33'39"Δ =

619+56.11PI

'75.08L = '37.98T = '200.00R =

(RT)21°30'27"Δ =

627+03.88PI

'48.70L = '24.84T = '100.00R =

(RT)27°54'01"Δ =

630+99.23PI

'51.87L = '26.20T = '150.00R =

(LT)19°48'45"Δ =

610+55.70PI

'29.16L = '15.01T = '50.00R =

(LT)33°24'37"Δ =

617+90.43PI

'206.51L = '139.52T = '120.00R =

(LT)98°36'05"Δ =

624+69.01PI

'101.83L = '55.82T = '100.00R =

(LT)58°20'37"Δ =

629+08.83PI

7+

625+ 36.00

PT

8+

629+54.83

631+99.97 PC

633+10.91 PT

5+

626+ 65.89

PC

7+

630+74.39

631+23.09 PT

:2 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

581+00 to 632+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.12

647+62 to 648+37 Apprx.

First River Crossing

(See Sheet C.1 for Detail)

673+00 (MP 12.75)

Begin Installing Drainage Blanket

(See Sheet C.1 for Detail)

678+00 (MP 12.84)

End Installing Drainage Blanket

Road to Gravel Pit of Gravel Pit

Approximate Location

24-Inch Pipe Culvert

Install 25 LNFT

672+75 (MP 12.74)

Install 8" Roadway Aggregate, Method 2

645+85 RT (MP 12.32)

Grader Back In

MP 12 (633+60)

Delineator, type flexible (typ.)

MP 13 (686+40)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

'147.74L =

'113.02T =

'75.00R =

(RT)112°51'41"Δ =

637+98.74PI

'115.30L = '59.30T = '200.00R =

(RT)33°01'52"Δ =

641+60.79PI

'111.85L = '56.16T = '500.00R =

(RT)12°49'02"Δ =

643+86.13PI

'26.58L = '13.31T = '200.00R =

(RT)07°36'55"Δ =

647+58.44PI

'61.47L = '31.74T = '100.00R =

(RT)35°13'06"Δ =

648+37.98PI

'58.17L = '29.29T = '200.00R =

(RT)16°39'49"Δ =

655+83.39PI

'110.94L = '55.53T = '1,000.00R =

(LT)06°21'22"Δ =

632+55.50PI

'29.95L = '15.02T = '150.00R =

(LT)11°26'18"Δ =

642+82.68PI

'52.84L = '26.44T = '500.00R =

(LT)06°03'18"Δ =

645+80.61PI

'114.25L = '57.83T = '300.00R =

(LT)21°49'15"Δ =

650+29.55PI

'226.68L = '113.83T = '1,000.00R =

(LT)12°59'17"Δ =

653+60.84PI

'108.98L = '54.71T = '500.00R =

(LT)12°29'19"Δ =

660+91.91PI

'377.24L = '223.49T = '280.00R =

(LT)77°11'35"Δ =

667+60.16PI

628+53.00

+92.6

PC

5 6 0 6

'81.03L = '41.08T = '200.00R =

(RT)23°12'49"Δ =

670+33.75PI

'203.28L = '103.06T = '500.00R =

(RT)23°17'37"Δ =

672+12.88PI '108.39L =

'54.41T = '500.00R =

(RT)12°25'15"Δ =

686+00.00PI

'101.04L = '50.56T = '1,000.00R =

(RT)05°47'20"Δ =

692+33.13PI

'78.29L = '39.37T = '300.00R =

(RT)14°57'07"Δ =

694+37.53PI '232.03L =

'116.83T = '800.00R =

(LT)16°37'04"Δ =

683+07.75PI

PT 6

:2

F e b ru a ry

B L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

632+00 to 697+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.13

705+75 (MP 13.36)

24" CMP, 22 LNFT

Cleaning Culvert in Place

Pipe Culvert

Install 22 LNFT 24-Inch

707+05 (MP 13.39)

713+05 (MP 13.50)

18" CMP, 20 LNFT

Protect in Place

714+67 (MP 13.53)

18" CMP, 24 LNFT

Cleaning Culvert in Place

716+51 (MP 13.57)

6" CMP, 20 LNFT

Cleaning Culvert in Place

Pipe Culvert

Install 26 LNFT 36-Inch

721+88 (MP 13.67)

724+66 (MP 13.72)

18" CMP, 24+ LNFT

Protect in Place

N

730+17 (MP 13.82)

18" CMP, 20 LNFT

Cleaning Culvert in Place

740+92 (MP 14.03)

8" CMP, 20 LNFT

Cleaning Culvert in Place

Raise the road grade by 8" Aggregate

Install 20 LNFT 12-Inch Pipe Culvert

749+13 (MP 14.18)

751+70 (MP 14.23)

12" CMP, 20 LNFT

Place

Cleaning Culvert in

MP 14 (739+20)

type flexible (brown) (typ.)

Delineator (Mile Marker), NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

0 7

'51.45L =

'26.31T =

'100.00R =

(RT)29°28'43"Δ =

706+70.81PI

'147.99L = '74.20T = '800.00R =

(RT)10°35'55"Δ =

710+18.64PI

'96.59L = '48.33T = '1,000.00R =

(RT)05°32'03"Δ =

712+17.00PI

'164.56L = '82.47T = '1,000.00R =

(RT)09°25'43"Δ =

718+30.61PI

'395.25L = '198.27T = '2,000.00R =

(LT)11°19'23"Δ =

698+50.88PI

'134.62L = '69.97T = '200.00R =

(LT)38°34'00"Δ =

705+65.92PI

'40.05L = '20.29T = '100.00R =

(LT)22°56'39"Δ =

707+83.17PI

e = ___ '501.70L = '253.21T = '1,500.00R =

(LT)19°09'48"Δ =

721+83.20PI

0 7

'207.65L = '105.34T = '500.00R =

(RT)23°47'40"Δ =

726+92.41PI

'164.52L = '83.01T = '500.00R =

(RT)18°51'11"Δ =

734+36.45PI

'54.06L = '27.71T = '100.00R =

(RT)30°58'30"Δ =

736+90.51PI

'217.45L = '109.40T = '800.00R =

(RT)15°34'24"Δ =

742+66.45PI

'209.55L = '106.33T = '500.00R =

(RT)24°00'45"Δ =

746+81.90PI

'48.34L = '24.65T = '100.00R =

(RT)27°41'57"Δ =

749+12.18PI

'73.99L = '45.64T = '50.00R =

(RT)84°46'57"Δ =

751+78.36PI

'72.40L = '36.38T = '300.00R =

(LT)13°49'41"Δ =

728+91.58PI

'79.60L = '39.93T = '400.00R =

(LT)11°24'05"Δ =

732+28.34PI

'36.23L = '18.20T = '150.00R =

(LT)13°50'19"Δ =

736+05.84PI

'58.42L = '30.07T = '100.00R =

(LT)33°28'18"Δ =

737+52.22PI

'48.02L = '24.12T = '200.00R =

(LT)13°45'20"Δ =

744+67.76PI

'30.90L = '15.58T = '100.00R =

(LT)17°42'22"Δ =

748+17.49PI

'70.43L = '42.48T = '50.00R =

(LT)80°42'13"Δ =

750+20.60PI

'109.29L = '66.93T = '75.00R =

(LT)83°29'20"Δ =

753+26.37PI

C7

C75

0+

3+

C 7

1+

PC7

4+

:3 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

697+00 to 755+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.14

760+65 (MP 14.40)

36" CMP, 40 LNFT

Cleaning Culvert in Place

Culvert

24-Inch Pipe

Install 25 LNFT

14.45)

763+35 (MP

770+78 (MP 14.59)

18" CMP, 22 LNFT

Cleaning Culvert in Place

774+50 (MP 14.66)

10" CMP, 20 LNFT

Protect in Place

Install 20 LNFT 12-Inch Pipe Culvert

776+70 (MP 14.71)

Pipe Culvert

Install 25 LNFT 12-Inch

779+27 (MP 14.75)

Pipe Culvert

Install 20 LNFT 12-Inch

781+85 (MP 14.79)

12-Inch Pipe Culvert

Install 20 LNFT

785+47 (MP 14.87)

Pipe Culvert

Install 25 LNFT 18-Inch

787+83 (MP 14.92)

789+22 (MP 14.94)

16" CMP, 25 LNFT

Cleaning Culvert in Place

795+97 (MP 15.07)

54" CMP, 80 LNFT

Inlet Treatment Cobbles

12-Inch Pipe Culvert

Install 25 LNFT

781+25 (MP 14.79)

MP 15 (792+00)

Delineator, type flexible (typ.)

'73.99L =

'45.64T =

'50.00R =

(RT)84°46'57"Δ =

751+78.36PI

'41.17L = '21.83T = '50.00R =

(RT)47°10'50"Δ =

754+57.92PI

'221.69L = '123.79T = '200.00R =

(RT)63°30'37"Δ =

757+86.91PI

'188.92L = '109.31T = '150.00R =

(RT)72°09'50"Δ =

761+67.52PI

'83.18L = '42.20T = '200.00R =

(RT)23°49'47"Δ =

766+37.19PI

'60.67L = '30.57T = '200.00R =

(RT)17°22'47"Δ =

769+64.30PI

'232.33L = '122.34T = '300.00R =

(RT)44°22'17"Δ =

777+38.84PI

'52.35L = '26.24T = '300.00R =

(RT)09°59'53"Δ =

782+38.85PI

'86.69L = '44.04T = '200.00R =

(LT)24°50'03"Δ =

755+70.41PI

'54.08L = '46.96T = '25.00R =

(LT)123°56'24"Δ =

760+07.59PI

'44.19L = '22.18T = '200.00R =

(LT)12°39'33"Δ =

763+65.57PI

'62.27L = '31.39T = '200.00R =

(LT)17°50'21"Δ =

770+79.01PI

e = ___ '192.56L = '96.36T = '2,000.00R =

(LT)05°31'00"Δ =

773+60.48PI

'133.22L = '69.19T = '200.00R =

(LT)38°09'55"Δ =

780+39.07PI

2+

9+

760+14.71 PT

9+

T 7

8+

760+58.21 PC

C 77 8+

0 7

'29.27L = '14.66T = '200.00R =

(RT)08°23'07"Δ =

785+89.11PI

'161.95L = '85.71T = '200.00R =

(RT)46°23'44"Δ =

798+11.50PI

'185.88L = '93.06T = '1,500.00R =

(RT)07°06'01"Δ =

800+07.75PI

'96.83L = '48.57T = '500.00R =

(RT)11°05'45"Δ =

803+05.93PI

'232.89L = '125.67T = '250.00R =

(RT)53°22'28"Δ =

806+07.98PI

'67.05L = '33.67T = '300.00R =

(LT)12°48'20"Δ =

784+46.23PI

'77.01L = '38.56T = '600.00R =

(LT)07°21'13"Δ =

787+27.96PI

'160.72L = '80.72T = '700.00R =

(LT)13°09'20"Δ =

789+78.90PI

'203.13L = '101.65T = '2,000.00R =

(LT)05°49'09"Δ =

792+09.33PI

'112.36L = '58.96T = '150.00R =

(LT)42°55'09"Δ =

795+51.99PI

'370.09L = '212.73T = '300.00R =

(LT)70°40'55"Δ =

809+51.63PI

'252.79L = '127.79T = '700.00R =

(LT)20°41'29"Δ =

812+88.75PI

6+

7+

.90

7+

T 8

7+

.20

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

:4 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

755+00 to 813+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.15

851+40 to 852+48 Apprx.

Second River Crossing

MP 16 (844+80)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

0 8

'56.31L =

'31.57T =

'50.00R =

(RT)64°31'50"Δ =

821+35.65PI

'172.77L = '97.40T = '150.00R =

(RT)65°59'32"Δ =

827+96.46PI

'138.50L = '72.16T = '200.00R =

(RT)39°40'38"Δ =

836+35.45PI

'109.07L = '54.87T = '400.00R =

(RT)15°37'22"Δ =

838+52.79PI

'50.21L = '25.24T = '200.00R =

(RT)14°23'06"Δ =

840+36.00PI

'77.09L = '38.66T = '400.00R =

(RT)11°02'32"Δ =

841+94.74PI

'255.76L = '130.74T = '500.00R =

(LT)29°18'28"Δ =

818+81.88PI

'298.62L = '156.65T = '400.00R =

(LT)42°46'26"Δ =

824+34.39PI

'266.42L = '157.17T = '200.00R =

(LT)76°19'26"Δ =

833+28.49PI

0+

1+

1+

8+

T 8

2+

'151.36L = '82.83T = '150.00R =

(RT)57°48'53"Δ =

850+82.96PI '29.26L =

'14.73T = '100.00R =

(RT)16°45'50"Δ =

853+98.42PI

'156.44L = '80.87T = '250.00R =

(RT)35°51'10"Δ =

857+57.64PI

'477.91L = '277.58T = '375.00R =

(RT)73°01'08"Δ =

864+74.12PI

'102.81L = '98.51T = '45.00R =

(LT)130°53'44"Δ =

847+57.12PI '103.87L =

'52.69T = '250.00R =

(LT)23°48'16"Δ =

852+91.67PI

'69.02L = '35.13T = '150.00R =

(LT)26°21'45"Δ =

855+21.47PI

'51.83L = '26.06T = '200.00R =

(LT)14°50'58"Δ =

859+84.62PI

+58.6

PC 84

7+

+33.1

PT

0+

6+

:3 e b ru a ry

B L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

813+00 to 872+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.16

891+20 to 891+70 Apprx.

Third River Crossing

N

MP 17 (897+60)

Delineator, type flexible (typ.)

24-Inch Pipe Culvert

Install 25 LNFT

920+09 (MP 17.42)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

0 8

'380.01L =

'190.15T =

'4,000.00R =

(RT)05°26'35"Δ =

875+26.89PI

'154.17L = '78.83T = '300.00R =

(RT)29°26'36"Δ =

882+82.13PI

'224.76L = '117.95T = '300.00R =

(RT)42°55'37"Δ =

888+48.07PI

'161.57L = '85.49T = '200.00R =

(LT)46°17'14"Δ =

880+26.03PI

'150.24L = '78.87T = '200.00R =

(LT)43°02'30"Δ =

886+15.10PI

'145.08L = '73.05T = '500.00R =

(LT)16°37'29"Δ =

894+56.85PI

'114.14L = '57.46T = '400.00R =

(LT)16°21'00"Δ =

899+82.42PI

C 8

5 91

0 9

'144.17L = '72.34T = '700.00R =

(RT)11°48'02"Δ =

902+59.47PI

'240.82L = '162.64T = '140.00R =

(RT)98°33'26"Δ =

912+66.03PI

'177.97L = '90.48T = '400.00R =

(RT)25°29'31"Δ =

918+75.27PI

'88.36L = '47.30T = '100.00R =

(RT)50°37'31"Δ =

921+27.90PI

'76.91L = '38.94T = '200.00R =

(RT)22°02'00"Δ =

924+45.90PI

'63.18L = '31.71T = '300.00R =

(RT)12°04'00"Δ =

927+32.34PI

'303.72L = '155.19T = '600.00R =

(LT)29°00'11"Δ =

905+67.35PI

'150.58L = '79.06T = '200.00R =

(LT)43°08'21"Δ =

909+19.66PI

'182.08L = '91.10T = '2,000.00R =

(LT)05°12'58"Δ =

915+36.48PI

'60.03L = '34.23T = '50.00R =

(LT)68°47'41"Δ =

920+13.54PI

'29.45L = '14.83T = '100.00R =

(LT)16°52'31"Δ =

925+59.71PI

9+

.18

PT

9+

5+

5+

1+

.39

9+

4+

7+

7+

:3 e b ru a ry

B L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

872+00 to 928+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.17

MP 18 (950+40)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/1776321

5 9

'161.65L =

'81.00T =

'1,000.00R =

(RT)09°15'43"Δ =

936+30.84PI

'71.45L = '43.37T = '50.00R =

(RT)81°52'26"Δ =

940+23.39PI

e = ___ '85.24L = '45.40T = '100.00R =

(RT)48°50'10"Δ =

946+31.89PI

'129.48L = '65.49T = '350.00R =

(RT)21°11'47"Δ =

954+79.25PI

'140.51L = '73.29T = '200.00R =

(RT)40°15'08"Δ =

957+25.74PI

'112.82L = '57.96T = '200.00R =

(LT)32°19'14"Δ =

930+86.05PI

'183.17L = '93.22T = '400.00R =

(LT)26°14'14"Δ =

932+72.16PI

'117.32L = '66.47T = '100.00R =

(LT)67°13'13"Δ =

939+00.87PI

'73.67L = '37.60T = '150.00R =

(LT)28°08'27"Δ =

941+83.12PI

'150.97L = '75.89T = '600.00R =

(LT)14°25'00"Δ =

943+74.77PI

'222.91L = '111.92T = '1,000.00R =

(LT)12°46'18"Δ =

948+86.16PI

'197.27L = '100.69T = '400.00R =

(LT)28°15'26"Δ =

952+59.72PI

0+

T 9

+51.

PT

7+

+80.

7+

'50.89L = '26.01T = '100.00R =

(RT)29°09'25"Δ =

960+08.27PI

'42.34L = '21.25T = '200.00R =

(RT)12°07'47"Δ =

962+34.66PI

'94.34L = '48.07T = '200.00R =

(RT)27°01'40"Δ =

964+60.81PI

'60.41L = '31.16T = '100.00R =

(RT)34°36'43"Δ =

967+08.84PI

'42.77L = '21.72T = '100.00R =

(RT)24°30'18"Δ =

970+17.54PI

'69.87L = '36.43T = '100.00R =

(RT)40°01'51"Δ =

975+07.86PI

'114.85L = '60.40T = '150.00R =

(RT)43°52'05"Δ =

978+75.31PI

'166.72L = '85.58T = '300.00R =

(RT)31°50'31"Δ =

984+44.69PI

'52.60L = '26.92T = '100.00R =

(LT)30°08'17"Δ =

958+68.34PI

'40.45L = '20.51T = '100.00R =

(LT)23°10'43"Δ =

961+03.96PI

'65.62L = '33.11T = '200.00R =

(LT)18°47'56"Δ =

963+39.72PI

'171.30L = '91.30T = '200.00R =

(LT)49°04'22"Δ =

968+83.99PI

'103.65L = '53.31T = '180.00R =

(LT)32°59'40"Δ =

971+21.83PI

'66.64L = '34.61T = '100.00R =

(LT)38°11'05"Δ =

973+76.10PI

'90.48L = '47.33T = '125.00R =

(LT)41°28'26"Δ =

976+11.00PI

'137.38L = '77.33T = '120.00R =

(LT)65°35'37"Δ =

982+45.81PI

7+

4+

6+

3+

.86

7+

4+

8+

3+

.11

:5 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

928+00 to 988+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.18

1043+97 (MP 19.77)

12" CMP, 20 LNFT

Cleaning Culvert in Place

MP 19 (1003+20)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

990+24 (MP 18.75)

Swan Pit

'235.27L =

'119.17T =

'600.00R =

(RT)22°28'00"Δ =

991+07.95PI

'57.60L = '29.00T = '200.00R =

(RT)16°30'06"Δ =

997+89.10PI

'93.27L = '47.50T = '200.00R =

(RT)26°43'16"Δ =

1001+13.40PI

'137.50L = '69.98T = '300.00R =

(RT)26°15'36"Δ =

1006+49.82PI

'113.16L = '56.82T = '500.00R =

(RT)12°58'02"Δ =

1009+54.20PI

'98.25L = '49.37T = '400.00R =

(RT)14°04'25"Δ =

1013+71.70PI

'78.17L = '39.14T = '600.00R =

(RT)07°27'53"Δ =

1015+85.12PI

'115.07L = '57.71T = '600.00R =

(RT)10°59'17"Δ =

1017+27.57PI

'127.23L = '63.63T = '2,000.00R =

(LT)03°38'41"Δ =

987+80.83PI

'199.04L = '103.34T = '300.00R =

(LT)38°00'49"Δ =

995+18.71PI

'61.18L = '31.02T = '150.00R =

(LT)23°22'12"Δ =

999+28.36PI

'62.58L = '31.55T = '200.00R =

(LT)17°55'45"Δ =

1002+99.81PI

'82.93L = '41.56T = '500.00R =

(LT)09°30'10"Δ =

1011+89.44PI

'115.07L = '57.71T = '600.00R =

(RT)10°59'17"Δ =

1017+27.57PI

'105.30L = '54.93T = '150.00R =

(RT)40°13'20"Δ =

1024+42.19PI

'224.98L = '114.09T = '550.00R =

(RT)23°26'15"Δ =

1028+10.07PI

'54.06L = '27.32T = '150.00R =

(RT)20°38'51"Δ =

1037+45.54PI

'66.77L = '33.70T = '200.00R =

(RT)19°07'46"Δ =

1039+04.32PI

'42.84L = '21.75T = '100.00R =

(RT)24°32'34"Δ =

1040+62.92PI

'100.58L = '52.26T = '150.00R =

(RT)38°25'03"Δ =

1042+41.82PI

'102.69L = '52.50T = '200.00R =

(LT)29°25'05"Δ =

1018+76.17PI

'62.33L = '31.62T = '150.00R =

(LT)23°48'34"Δ =

1022+59.57PI

'70.05L = '36.53T = '100.00R =

(LT)40°08'07"Δ =

1026+16.11PI

'226.43L = '113.89T = '850.00R =

(LT)15°15'45"Δ =

1031+36.07PI

'27.42L = '14.07T = '50.00R =

(LT)31°25'26"Δ =

1038+28.46PI

'48.00L = '24.47T = '100.00R =

(LT)27°29'58"Δ =

1041+46.71PI

'73.88L = '40.25T = '75.00R =

(LT)56°26'20"Δ =

1044+00.84PI

:5 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

988+00 to 1045+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.19

1046+31 (MP 19.81)

24" CMP, 26 LNFT

Protect in Place

1050+05 (MP 19.88)

24" CMP 24 LNFT

Place

Cleaning Culvert in

1052+90 (MP 19.94)

24" CMP, 20 LNFT

Cleaning Culvert in Place

1056+65 (20.01)

24" CMP, 20 LNFT

in Place

Cleaning Culvert

MP 20 (1056+00)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

0 1

'19.52L =

'9.89T =

'50.00R =

(RT)22°22'07"Δ =

1045+44.49PI

'47.57L = '23.90T = '200.00R =

(RT)13°37'40"Δ =

1046+66.39PI

'213.97L = '107.17T = '1,500.00R =

(RT)08°10'24"Δ =

1050+33.81PI

'64.54L = '32.45T = '250.00R =

(RT)14°47'30"Δ =

1055+81.41PI

'49.90L = '25.04T = '250.00R =

(RT)11°26'14"Δ =

1057+23.29PI

'152.74L = '78.84T = '250.00R =

(RT)35°00'18"Δ =

1060+10.97PI

'112.96L = '57.16T = '300.00R =

(RT)21°34'26"Δ =

1065+52.84PI

'74.31L = '37.35T = '300.00R =

(RT)14°11'34"Δ =

1067+93.64PI

'26.67L = '13.48T = '75.00R =

(LT)20°22'19"Δ =

1046+06.85PI

'153.29L = '78.36T = '300.00R =

(LT)29°16'36"Δ =

1054+68.68PI

'88.77L = '45.31T = '180.00R =

(LT)28°15'27"Δ =

1061+86.87PI

'273.35L = '146.99T = '300.00R =

(LT)52°12'19"Δ =

1070+24.26PI 1

C1

0 1

5 1

'160.33L = '80.65T = '600.00R =

(RT)15°18'38"Δ =

1078+02.10PI

'687.68L = '374.45T = '700.00R =

(RT)56°17'14"Δ =

1092+33.94PI

'282.78L = '141.63T = '2,000.00R =

(RT)08°06'04"Δ =

1101+95.79PI

'253.16L = '134.67T = '300.00R =

(LT)48°21'03"Δ =

1081+51.17PI

'25.02L = '12.53T = '200.00R =

(LT)07°10'02"Δ =

1086+19.47PI

'107.74L = '53.89T = '1,500.00R =

(LT)04°06'56"Δ =

1098+31.77PI

:5 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

1045+00 to 1103+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.20

1122+34 (MP 21.25)

24" CMP, 24 LNFT

Protect in Place

(See Sheet C.3 for detail)

1138+75 (MP 21.57)

& Realignment

Begin Grade Raise

Existing Ditch Issue

Install 24 LNFT 36-Inch Pipe Culvert

1136+52, (MP 21.52)

Install 34 LNFT 24-Inch Pipe Culvert

1139+27 (MP 21.57) 1143+60 (MP 21.65)

24" CMP, 24 LNFT

Cleaning Culvert in Place

1148+05 (MP 21.74)

12" CMP, 24 LNFT

Cleaning Culvert in Place

N

(See Sheet C.3 for detail)

1141+25 (MP 21.60)

& Realignment

End Grade Raise

MP 21 (1108+80)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

'127.24L =

'63.76T =

'800.00R =

(RT)09°06'47"Δ =

1111+84.51PI

'89.89L = '45.72T = '200.00R =

(LT)25°45'09"Δ =

1106+63.40PI

'182.54L = '91.33T = '2,000.00R =

(LT)05°13'46"Δ =

1120+53.48PI

'305.51L = '153.95T = '1,000.00R =

(LT)17°30'16"Δ =

1127+85.01PI

'48.99L = '25.00T = '100.00R =

(RT)28°04'02"Δ =

1136+52.54PI

'188.06L = '94.10T = '2,000.00R =

(RT)05°23'16"Δ =

1139+83.22PI

'68.89L = '35.06T = '150.00R =

(RT)26°18'51"Δ =

1144+57.53PI

'34.43L = '17.93T = '50.00R =

(RT)39°27'00"Δ =

1148+00.25PI

'91.43L = '46.53T = '200.00R =

(RT)26°11'31"Δ =

1159+20.81PI

'106.03L = '53.82T = '250.00R =

(LT)24°18'01"Δ =

1135+67.97PI

'88.16L = '44.81T = '200.00R =

(LT)25°15'20"Δ =

1142+82.19PI

'90.67L = '46.13T = '200.00R =

(LT)25°58'28"Δ =

1146+31.72PI

'66.19L = '33.40T = '200.00R =

(LT)18°57'40"Δ =

1149+06.61PI

:1

J a n u a ry

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

1103+00 to 1160+00

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.21

End Project

E = 1374892.0689

N = 1598517.3393

MP 22 (1161+60)

Delineator, type flexible (typ.)

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

'62.84L =

'33.40T =

'75.00R =

(RT)48°00'26"Δ =

1162+21.17PI

'61.02L = '30.75T = '200.00R =

(RT)17°28'54"Δ =

1164+90.39PI

'153.96L = '81.02T = '200.00R =

(RT)44°06'19"Δ =

1179+42.95PI

'66.35L = '34.45T = '100.00R =

(LT)38°01'02"Δ =

1161+42.53PI

'70.82L = '36.97T = '100.00R =

(LT)40°34'33"Δ =

1163+27.75PI

'283.34L = '147.90T = '400.00R =

(LT)40°35'06"Δ =

1167+71.75PI

'166.26L = '85.33T = '300.00R =

(LT)31°45'13"Δ =

1174+72.88PI

'144.13L = '78.17T = '150.00R =

(LT)55°03'11"Δ =

1177+42.20PI

+08

+90 .78

1178+08.16 PT

+65

+50 .61

1178+61.93 PC

.4

PO

E

:5 e c e m b e r

B

L

P la n

S h e p w

-w o rk \d

\A

K -P

R A

-K A

T M

(4

P la n -P la n

.d g n

1160+00 to 1181+52

PLAN SHEET

STATE PROJECT

NUMBER

AK NPS KATM 10(4) D.22

4.

3.

2.

1.

Do not disturb existing NPS Stockpiles.

Stockpiled Aggregate (NPS stockpile 2 at Historic Pit, MP 18.8) = 1,500 CUYD.

Stockpiled Aggregate (NPS stockpile 1) = 8,500 CUYD.

Excavate and crush material in Area II and do not disturb Area I.

NOTE:

E= 1316014.15

N= 1651649.91

E= 1315745.61

N= 1651836.98

E= 1315688.53

N= 1651894.57

E= 1315561.95

N= 1651891.36

E= 1315616.27

N= 1651866.88

E= 1315394.36

N= 1651885.21

E= 1315336.62

N= 1651809.80

E= 1315378.32

N= 1651768.72

E= 1315435.20

N= 1651712.66

E= 1315464.32

N= 1651684.18 E= 1315530.84

N= 1651629.88

E= 1315622.75

N= 1651610.43 construction limits disturbance/

Estimated

VALLEY OF 10,000 SMOKES ROAD

contours

Existing

SCALE: 1" = 100'

AREA II

AREA I

E= 1315857.46

N= 1651770.30

E= 1315423.94

N= 1651565.68

Existing NPS stockpiles aggregate (NPS Stockpile 1)

Proposed 8,500 CUYDS stockpiled stockpiles

Existing NPS and Disturbance

Access between Stockpile

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

Access road to Area II

:0 e c e m b e r

P la n

S h e p w

-w o rk \d

\A

K

N P

S

K A

T M

(4

M

P u p d a te d .d g n

SITE PLAN

MORAINE PIT

STATE PROJECT

NUMBER

AK NPS KATM 10(4) E.1

Backfilled waste material

Excavated slope (1.5:1)

Existing Ground depressions that will pond water.

Contour area to match existing conditions and to be free of

Backfill with overburden and crusher rejects.

Slope to drain

Replace conserved topsoil

Maximum 1:2 finished slopes

2.

1.

NOTE:

TYPICAL CROSS SECTION

NO SCALE

RECLAMATION PLAN

MORAINE PIT

E.2

STATE PROJECT

NUMBER

SHEET

M

O R

A

IN

E P

IT

R

E C

P

L p w

-w o rk \d

\A

K N

P S

K A

T M

(4

E a

U s e i t fo r E

.2 d g n

AK NPS KATM 10(4)

:1 e c e m b e r

C h e c k e d b y

D e s ig n e d b y

Excavated slope (1.5:1)

Slope to drain

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631 lo w in g D ra in a g e

D it c h

D it c h

D it c h

D it c h ditchs intersecting the culverts.

Ensure rolls extend across any

Place fiber rolls around culvert outlet and inlet.

FOOTNOTE:

[1]

Culvert

[1]fiber rolls control, Soil erosion control, fiber rolls

Soil erosion [1]

Flowing Drainage

PLACEMENT AROUND CULVERT

TYPICAL FIBER ROLL

:1 e c e m b e r

CONTROL QUANTITIES

TABULATION OF EROSION

STATE PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) F.1

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631 detail on sheet F.6

Install fiber rolls per detail on sheet F.6

Install fiber rolls per detail on sheet F.6

Install fiber rolls per detail on sheet F.6

Install fiber rolls per

NN

Fiber Rolls

'105.70L =

'53.16T =

'400.00R =

(RT)15°08'24"Δ =

286+21.67PI

'260.62L = '131.84T = '700.00R =

(LT)21°19'56"Δ =

278+81.80PI

'81.03L = '41.08T = '200.00R =

(RT)23°12'49"Δ =

670+33.75PI

'203.28L = '103.06T = '500.00R =

(RT)23°17'37"Δ =

672+12.88PI

'48.99L = '25.00T = '100.00R =

(RT)28°04'02"Δ =

1136+52.54PI

'188.06L = '94.10T = '2,000.00R =

(RT)05°23'16"Δ =

1139+83.22PI

'68.89L = '35.06T = '150.00R =

(RT)26°18'51"Δ =

1144+57.53PI

'106.03L = '53.82T = '250.00R =

(LT)24°18'01"Δ =

1135+67.97PI

'88.16L = '44.81T = '200.00R =

(LT)25°15'20"Δ =

1142+82.19PI

T1

5 2

'206.27L = '103.20T = '2,500.00R =

(RT)04°43'39"Δ =

208+30.60PI

'214.76L = '107.45T = '2,500.00R =

(RT)04°55'19"Δ =

219+89.18PI

'881.12L = '447.83T = '2,000.00R =

(RT)25°14'33"Δ =

230+40.35PI

'268.78L = '134.75T = '1,500.00R =

(LT)10°16'00"Δ =

215+83.86PI

:2 e c e m b e r

210+00 to 1144+00

EROSION CONTROL

STATE PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) F.2

NPS PMIS NO. 218578 NPS Drwg, No. KATM/127/177631

LEGEND

E= 1316014.15

N= 1651649.91

E= 1315745.61

N= 1651836.98

E= 1315688.53

N= 1651894.57

E= 1315561.95

N= 1651891.36

E= 1315616.27

N= 1651866.88

E= 1315394.36

N= 1651885.21

E= 1315336.62

N= 1651809.80

E= 1315378.32

N= 1651768.72

E= 1315435.20

N= 1651712.66

E= 1315464.32

N= 1651684.18 E= 1315530.84

N= 1651629.88

E= 1315622.75

N= 1651610.43 construction limits disturbance/

Estimated

VALLEY OF 10,000 SMOKES ROAD

AREA II

AREA I

E= 1315857.46

N= 1651770.30

E= 1315423.94

N= 1651565.68

Existing NPS stockpiles aggregate (NPS Stockpile 1)

Proposed 8,500 CUYDS stockpiled stockpiles

Existing NPS and Disturbance

Access between Stockpile

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

Acces road to Area II

Moraine Pit

Entrance to

Moraine Pit

Exit from per detail on sheet F.4

Install silt fence

Existing contours

Scale: 1"=100' facilities

Portable sanitary

:3 e c e m b e r

P la n

S h e p w

-w o rk \d

\A

K

N P

S

K A

T M

(4 fc .d g n

EROSION CONTROL PLAN

MORAINE PIT

STATE PROJECT

NUMBER

AK NPS KATM 10(4) F.3

LEGEND

Silt Fence

AK NPS KATM 10(4) F.4

NPS PMIS No. 218578 NPS Drwg. No.

KATM/127/177631

AK NPS KATM 10(4) F.5

KATM/127/177631

AK NPS KATM 10(4) F.6

KATM127/177631

10.4 x 16 25101 -0000

30202 -2000

60201 -0400

60201 -0600

60201 -0800

60201 -1000

60704 -0000

Station S T R U

C T U

R A L

E X C A V A T

IO

(F

R I

N

FO

R M

A T

IO

N O

N

LY

PL

A C E D

R

IP

R A P, M E T H

O

(C

LA

S S

R O

A D

W A Y A

G G

R E G

A T E

M E T H

O D

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

C

LE

A N

IN

G

C U

LV

E R T I

N P

LA

C E

D E S

IG

N E R N

O T E S

CUYD CUYD TON LNFT LNFT LNFT LNFT EACH

216+48 1 MP 4.10

428+50 1 MP 8.11

672+75 13 25 25 MP 12.74

705+75 1 MP 13.36

707+05 11 22 22 MP 13.39

713+05 MP 13.50 (PROTECT IN PLACE)

714+67 1 MP 13.53

716+51 11 22 22 MP 13.57

721+88 18 36 26 MP 13.67

724+66 MP 13.72

730+17 1 MP 13.82

740+92 1 MP 14.03

749+13 6 12 20 MP 14.18

751+70 1 MP 14.23

760+65 1 MP 14.40

763+35 13 25 25 MP 14.45

770+78 1 MP 14.59

774+50 MP 14.66 (PROTECT IN PLACE)

776+70 6 12 20 MP 14.71

779+27 8 16 25 MP 14.75

781+25 6 25 MP 14.79

781+85 6 12 20 MP 14.80

785+47 6 12 20 MP 14.87

787+83 16 32 25 MP 14.92

789+22 1 MP 14.94

795+97 7 MP 15.07

920+09 13 25 25 MP 17.42

1043+97 1 MP 19.77

1046+31 MP 19.81 (PROTECT IN PLACE)

1050+05 1 MP 19.88

1052+90 1 MP 19.94

1056+65 1 MP 20.01

1136+52 17 33 24 MP 21.52

CUMULATIVE TOTAL 150 7 284 130 47 97 50 14

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w -w or k\ d

A K N

PS

K

A T M

(4

D ra in ag e.

xl sx

]S h ee t -F eb -2

:3

K ar ki 7/

D

C he ck er

7/

D es ig n ed h ec ke d

STATE PROJECT

G.1

SHEET

NUMBER

NPS KATM 10(4)AK

NPS PMIS No. 218578 NPS Drwg. No.

KATM/127/177631

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

10.4 x 16 25101 -0000

30202 -2000

60201 -0400

60201 -0600

60201 -0800

60201 -1000

60704 -0000

Station

S T R U

C T U

R A L

E X C A V A T

IO

(F

R I

N

FO

R M

A T

IO

N O

N

LY

PL

A C E D

R

IP

R A P, M E T H

O

(C

LA

S S

R O

A D

W A Y A

G G

R E G

A T E

M E T H

O D

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

-I

N C H

P

IP

E C

U

LV

E R T

C

LE

A N

IN

G

C U

LV

E R T I

N P

LA

C E

D E S

IG

N E R N

O T E S

CUYD CUYD TON LNFT LNFT LNFT LNFT EACH

PREVIOUS 150 7 284 130 47 97 50 14

1139+27 12 24 34 MP 21.57

1143+60 1 MP 21.65

1148+05 1 MP 21.74

PROJECT TOTAL 162 7 308 130 47 131 50 16

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required by the Std. 602-1 fill height table.

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required by the Std. 602-1 fill height table (steel).

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness required by the Std. 602-1 fill height table.

z

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d

A K N

PS

K

A T M

(4

D ra in ag e.

xl sx

]S h ee t (2

-F eb -2

:3 P

M N

K ar ki 7/

D

C he ck er

7/

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

G.2

SHEET

NUMBER

NPS KATM 10(4)AK

NPS PMIS No. 218578 NPS Drwg. No.

KATM/127/177631

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

AK NPS KATM 10(4) G.3

PMIS No. 218578 NPS Drwg. No.

KATM/127/177631

AK NPS KATM 10(4) G.4

KATM/127/177631

AK NPS KATM 10(4) G.5

KATM/127/177631

CONTROL QUANTITIES

TEMPORARY TRAFFIC

TABULATION OF

[1]

FOOTNOTE:

Mount on Type III Barricade as needed.

H.1

STATE PROJECT

NUMBER

SHEET

AK NPS KATM 10(4)

:4

J u ly

/2

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631

AK NPS KATM 10(4) H.2

KATM/127/177631

AK NPS KATM 10(4) H.3

KATM/127/177631

AK NPS KATM 10(4) H.4

KATM/127/177631

AK NPS KATM 10(4) H.5

KATM/127/177631

AK NPS KATM 10(4) H.6

KATM/127/177631

DELINEATOR DETAILS

MILE MARKER

I.1

STATE PROJECT

NUMBER

SHEET

D e li n e a to r D e p w

-w o rk \d

\A

K

N P

S

K A

T M

(4

Ia .d g n

AK NPS KATM 10(4)

:5

A u g u s t

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 218578 NPS Drwg. No. KATM/127/177631 steel perforated tube anchor

24" x 2" 12 Gauge

Delineator post

DELINEATOR

MILE

Flange bolt and lock nut

"2

Clevis pin and hairpin cotterFinished grade

Edge of shoulder

NOTE:

Install delineator on right side of the road.

Install mile marker signs on front and back of delineator.

for approval.

Submit delineator, anchor and mile marker details

Use brown delineator posts.

4.

3.

2.

1.

NO SCALE

Approx. 1"

8'-0" (max.)

2'-0" (min.)Traveled way