katm01004_plans.pdf

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PACIFIC OCEAN Project Location

ALASKA KEY MAP

TYPE OF CONSTRUCTION:

Grading, Pullout Improvements, Spot Improvements and Drainage

DESIGN DESIGNATION:

ADT (2023)

ADT (2043)

V e(max)

NA

NA

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

BC

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

REHABILITATE VALLEY OF 10,000 SMOKES

ROAD PHASE IV

Park Headquarters

N

LAKE AND PENINSULA BOROUGH

ALASKA

LENGTH 22.35 MILES

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. 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. SUMMARY OF QUANTITIES

B.1 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

C.1-2 DRAINAGE BLANKET DETAILS

C.3 GRADE RAISE & REALIGNMENT DETAILS

D. PLAN SHEETS

D.1 TABULATION OF QUANTITIES

D.2-22 PLAN-PLAN

E. MORAINE PIT

E. l SURVEY CONTROL

E.2 MORAINE PIT SITE PLAN

E.3 MORAINE PIT RECLAMATION PLAN

F. EROSION CONTROL

F. l TABULATION OF EROSION CONTROL QUANTITIES

F.2-F.3 EROSION CONTROL PLAN

F.4 MORAINE PIT EROSION CONTROL PLAN

F.5-7 EROSION CONTROL DETAILS

F.8 FIBER ROLL AT CULVERT

G. DRAINAGE

G.l TABULATION OF DRAINAGE QUANTITIES

G.2-4 DRAINAGE DETAILS

H. TEMPORARY TRAFFIC CONTROL

H.l TABULATION OF TEMPORARY TRAFFIC

CONTROL QUANTITIES

H.2-6 TEMPORARY TRAFFIC CONTROL DETAILS

I. PERMANENT TRAFFIC CONTROL

I.1 MILE MARKER DELINEATOR DETAILS

APPROVED:

SHEET

NUMBER

A.1

DATE ____ _

Chief of Engineering, Western Federal Lands Highway Division

Superintendent, Katmai National Park and Preserve

Regional Director, Alaska Region, National Park Service

DATE _ _ _ _ _

DATE ____ _

/s/ Mark Strum

/s/ Mary Creachbaum

11/28/2022

11/29/2022 u

2.

C

"O

:s:

1v m 1/) m

C

"O

1/) N

::E

LI total central angle Lie curve central angle diameter es spiral central angle abut. abutment ADT average daily traffic AH ahead appr. approach

BK back BM bench mark BP balance point

br. bridge brg. bearing cc or e. to c. center to center

t. centerline cir. clear CMP corrugated metal pipe col. column cone. concrete conn. connection constr. jt. construction joint cont. continuous cs point of curve to spiral ctrs. centers CUFT cubic foot (feet) culv. culvert CUYD cubic yard(s)

D diameter DHV design hourly volume dia. diameter diag. diagonal diaph. diaphragm dist. distance drwg(s). drawing(s)

E east e superelevation rate El. 94.16 ft elevation with number elev. elevation emb. embankment EP edge of pavement EQ or eq. equation ER edge of road EW edge of water exc. excavation exp.jt. expansion joint fin. finish fig. flange ft2 square foot ft3 cubic foot (feet) ftg. footing

ga. gage (gauge) galv. galvanized hdwl. headwall hex. hexagon HW high water

ID inside diameter

jt. joint

L length of curve lam. lamination lat. latitude LNFT linear foot (feet) long. longitudinal LPSM lump sum Ls length of spiral It. or LT left LW low water

NOTE:

M.L.

M.P.

mat!.

max.

MGAL

min.

mon.

N

NC

o. c.

o. to o.

OD

OG

PC

PCC

PCS

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

s

SADT

SC

sec.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

ss

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

T T.

TBM

thd.

TS

Ts typ.

V vph

VPI

w yd2 yd3 main line mile post material maximum thousand gallon minimum monument north normal crown on center out to out outside diameter original ground point of curve point of compound curve point of curve to spiral point of intersection plate point on curve point on spiral point on tangent point of tangent to spiral point of spiral to curve point of spiral to tangent point of tangent pavement radius range right-of-way roadway reinforcement required right route south seasonal average daily traffic point of spiral to curve section shoulder slurry unit spacing, spaces or spaced square foot square yard point of spiral to reverse spiral point of spiral to spiral (no curve) point of spiral to tangent station standard stringer stiffener structural point of spiral to tangent spiral symmetrical tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical design speed vehicles per hour vertical point of intersection west square yard cubic yard(s)

1. Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Comer (Found, Projected)

¼ Section Line

¼ Section Comer (Found, Projected)

½6 Section Line

½6 Section Comer (Found, Projected)

Property Line w/Found Property Comer

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

3�1

3�1

---- P/ L----e-::---- P /L---

( 400 )

////////NP / //////////// NP///////////

// /NWR////NWR/ //NWR/// NWR ///

vvv ... . 'V 'V •

TP

(i/!)

EL. 1234 56

X c--)

0 o w

� [Q]

-a:

G

_2_ _2_

CP GPS

JH

NPS PMIS No. 2 18578 NPS Drwa. No. 127/177631

SHEET STATE PROJECT NUMBER

North Arrow

Slope Stake Limits

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier

AK

-----t$'13-------� z

Top of Cut Toe of Fill Transition

EXISTING

�-X--X--l<

)f-------£,, _" :t-----l(

D"" ------u-- ------u-- -----u-

NPS KATM 10(4)

PROPOSED

)()( )()( )()1()(

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

V V V V V

"U" u-u q-

C>- - - - - - - - - -"v

"v-

J_ _______ .J i

"v-

► "v-

I "v- I

@) "v-

I

A.2

Underdrain -- - --I UDf--- ------,LJDf-----

Overhead/ Above Ground Utilities ---P ---P- --P---P--

Underground Utilities - - ---1 w 1- ----1 w 1- ----1 w >------1 w 1---

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM = steam, T = telephone, TV = CA TV, W = water

Poles (Power, Telephone, Joint Use, --c::::J-- --o-- --[Il}- Light, Support w/Anchor)

--¢t ----o---1 ➔ Miscellaneous Utility Features

EM = electric meter, T = telephone pedestal, TV = CA TV pedestal, UP = transformer or junction box, WF = water fountain

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

NO SCALE

�----7

- - - -L _I �1-J

_ -0-- R/W __ R/W

P/E

- no symbol - TCE

U .5. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

1------=-D::..:

ET

C..::

Al

L c..::AP

PR

c:..:

O V

ED

F

O c..:.

R .:..:US

E

:..:c l/ c::

1 __ ---<I DETAIL

REVIS ED : 9/ 2005 1/ 2007 10/ 2009 10/ 2014 I w 101-1

N

BEGIN PROJECT

AK NPS KATM 10(4)

01+25

KING SALMON

Lake Camp

Park Headquarters

BEGIN PRO.JECT

AK NPS KATM 10(4)

01+25

5 2.5

NORTH ARM

SQUIRREL CAMP

23+62

MORAINE PIT

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

AK NPS KATM 10(4) A.3

(STAGING AREA)

851+95

SECOND RIVER CROSSING

892+61

THIRD RIVER CROSSING

900+24

MP 18.8 HISTORIC PIT

(SWAN PIT}

SCALE IN MILES

226+20

FIRST RIVER CROSSING

647+89

Three Forks

END PRO.JECT

AK NPS KATM 10(4)

1181+52

VICINITY MAP

Valley of 10,000 Smokes Road

500 250

SCALE IN FEET

0 500 1000

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

STATE PROJECT

AK NPS KATM 10(4)

Brooks Camp N

(Contractor designated housing area)

NAKNEKLAKE

New Spit Barge Landing Area

BROOKS CAMP

VICINITY MAP

SHEET

NUMBER

A.4

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I

PLAN SHEET MORAINE PIT EROSION

CONTROL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL LPSM ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,200 100 2,300

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 12,450 550 13,000

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.02 2.50 2.52

A0220 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE A (NON-WOVEN) SQYD 22,637 663 23,300

A0240 25101-0000 PLACED RIPRAP, METHOD A (CLASS 0) CUYD 3,777 7 166 3,950

A0260 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 2,280 165 125 2,570

A0280 30302-1000 DITCH RECONDITIONING LNFT 250 15 265

A0300 30302-6000 ROADWAY RECONDITIONING LNFT 5,750 250 6,000

A0320 31402-0000 STOCKPILED AGGREGATE CUYD 10,000 500 10,500

A0340 60201-0400 12-INCH PIPE CULVERT LNFT 130 10 140

A0360 60201-0600 18-INCH PIPE CULVERT LNFT 45 5 50

A0380 60201-0800 24-INCH PIPE CULVERT LNFT 121 4 125

A0400 60201-1000 36-INCH PIPE CULVERT LNFT 50 5 55

A0420 60704-0000 CLEANING CULVERT IN PLACE EACH 16 4 20

A0440 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 70

A0460 62201-1050 WHEEL LOADER, 5 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 10

A0480 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A0500 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM

CAPACITY HOUR 40

A0520 62301-0000 GENERAL LABOR HOUR 20

A0540 63309-0900 DELINEATOR, TYPE FLEXIBLE EACH 22 3 25

A0560 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

MileStone: Final Date Completed: 03/06/23 Report Date: 03/21/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-M ar

-2

2:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0

A K _N

PS

_K

A

TM

0(

4) _S

O Q

.x ls m ]S he et

STATE PROJECT

B.1NPS KATM 10(4)AK

SHEET

NUMBER

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

M

C:

:c lJ .I:;

U) C:

5'

Ill (I)

D

5'

�1

5'

Roadway aggregate, method 2 7-inch

NPS PMIS No. 218578 NPS Drw . No. 127/177631

AK NPS KATM 10(4) C.1

5'

§ C:

01 :c lJ a

,S co Ill ..... (I) U)

D C:

PN'aP"0'-rr-"'-��Jo-�1_;;���Ll�;;���rfl:_;'.)��.b���B::k�1�sd�E:::::e:�r����v�������=, R oa d w

:l;

a

C:

y :t:r,:..:e::z:

c !':a on d i t i;t!c on i ;_J ng l tsi]=-=�����$���1iU��J

J

Placed riprap, method A, class O

Place separation-stabilization geotextile class 1, type A (non-woven) Existing ground

Existing ground

DRAINAGE BLANKET TYPICAL DETAIL

Existing ground profile at reaNgnment cente,Nne �- - -

210+00 to 230+00 (MP 4.0 to MP 4.35)

200' Transition

Begin/end realignment

CONNECTION DETAIL

TO EXISTING ROADWAY r21

Matchline

FOOTNOTE:

I l l Grade roadbed to 2% (min.) cross slope. As directed by the CO.

r21 Where the road intercepts existing turnout/pullout and approaches, construct a minimum 1 :8 side slope as directed by the CO to accomadate future traffic.

NO SCALE

DRAINAGE BLANKET DETAIL

SHEET 1 of 2 gi.._ ____________________________________________________________________ ...... _______________________ ...., 5'

C: § :2 Oi I.)

·§2..... ro V) (I)

C: D B

-� Existing ground

Existing ground profile

5' 5'

Roadway aggregate, method 2 7-inch

----2% cross-slope

Roadway reconditioning [11 Placed riprap, method A, class 0

Place separation-stabilization geotextile class 1, type A (non-woven)

DRAINAGE BLANKET TYPICAL DETAIL

279+80 to 281 +30 (MP 5.30 to MP 5.32)

311+50 to 342+50 (MP 5.90 to MP 6.48)

673+00 to 678+00 (MP 12.75 to MP 12.84)

150' Transition

Begin/end realignment

Matchline

NPS PMIS No. 218578 NPS Drw . No. 127/177631

AK NPS KATM 10(4) C.2

5'

§ C:

Oi

I.)

ro

(I) V)

D C:

B

Existing ground7-- - -- -- -- -- --a t reaUgnment centerl;ne �

CONNECTION DETAIL

TO EXISTING ROADWAY r

21 FOOTNOTE:

f11 Grade roadbed to 2% (min.) cross slope. As directed by the CO.

r21 Where the road intercepts existing turnout/pullout and approaches, construct a minimum 1:8 side slope as directed by the CO to accomadate future traffic.

NO SCALE

DRAINAGE BLANKET DETAIL

SHEET 2 of 2 gi.._ ____________________________________________________________________ ...... _______________________ ...., 5'

Top of existing gravel roadway

Begin realignment 1138+75 N=1597337.79 E=1371404.62

Existing edge of gravel

Existing centerline

Matchline

Surface transition so·\ ct (Existing)

Existing width varies Existing width varies

' ct I (Realignment)

I

Realignment, Radius=2000' f3l

A

A Realignment centerline

Realignment edge of roadway

Matchline

Su,tace transwon

4' horizontal alignment shift with 50' surface transitions on each end

5'

GRADE RAISE & REALIGNMENT

1138+75 to 1141+25 (MP 21.56 to MP 21.61) Plan View

Existing ground profile 50' Transition

NPS PMIS No. 218578 NPS Drw . No. 127/177631

N

End realignment 1141+25 N=1597354.39 E=1371653.93

Matchline

AK

Roadway Aggregate, Method 2, 7-inch compacted depth

NPS KATM 10(4) C.3

Matchline

5' 5' 0, C:

-� B fb�im��JD j

...... a at ,eal/gnment cente,1/ne

-,L-_ _ _ _ _ _

_j_

_l_

___j

'--.. , � Existing

Roadway reconditioning £11 Roadway Aggregate, Method 2, ''--.. ...._/ ground

7-inch

CONNECTION DETAIL

GRADE RAISE & REALIGNMENT

1138+75 to 1141+25 (MP 21.56 to MP 21.61) Section A-A

TO EXISTING ROADWAY

£21

FOOTNOTE:

£11 Grade roadbed to 2% (min.) cross slope. As directed by the CO.

£21 Where the road intercepts existing turnout/pullout and approaches, construct a minimum 1:8 side slope as directed by the CO to accommodate future traffic.

£31 Approximately 2000' radius to be staked in the field as directed by the CO.

Not To Scale

GRADE RAISE & REALIGNMENT

DETAILS

NPS PMIS No. 218578 NPS Drwo. No. 127/177631

STATE PROJECT

SHEET '

NUMBER

i- AK NPS KATM 10(4) D.1

ITEM 20701-0100 ITEM 30302-1000

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A DITCH RECONDITIONING

{NON-WOVEN) LOCATION DESCRIPTION OF WORK UNIT QUANTITY

LOCATION DESCRIPTION OF WORK QUANTITY 1138+75 to 1141+25 Grade Raise and Realignment LNFT 250 .n UNIT "t]

QJ

Total -"' 210 +00 to 230+00 Drainage Blanket SQYD 10,445 250 u

QJ

..c:

u � 279 +80 to 281+30 Drainage Blanket SQYD 488

:' 311 +50 to 342+50 Drainage Blanket SQYD 10,078

673+00 to 678+00 Drainage Blanket SQYD 1,626 ITEM 30302-6000

Total 22,637 ROADWAY RECONDITIONING

LOCATION DESCRIPTION OF WORK UNIT QUANTITY

210+00 to 230+00 Drainage Blanket LNFT 2,000

ITEM 25101-0000

279+80 to 281+30 Drainage Blanket LNFT 150

PLACED RIPRAP, METHOD A {CLASS 0)

311 +50 to 342+50 Drainage Blanket LNFT 3,100

LOCATION DESCRIPTION OF WORK UNIT QUANTITY

673+00 to 678+00 Drainage Blanket LNFT 500

.n

Total 5,750 "t] 210+00 to 230+00 Drainage Blanket CUYD 1,741 QJ C:

CJ\

"iii 279+80 to 281 +30 Drainage Blanket CUYD 81 QJ Cl

� 311 +50 to 342+50 Drainage Blanket CUYD 1,683

673+00 to 678+00 Drainage Blanket CUYD 272

Total 3,777

ITEM 30201-2000

ROADWAY AGGREGATE, METHOD 2

'ID LOCATION DESCRIPTION OF WORK UNIT QUANTITY

:g 210+D0 to 230+D0 Drainage Blanket CUYD 667 � 6' 0 226+20 LT 5-Mile Pit Access CUYD 178 C

� 279+80 to 281+30 Drainage Blanket CUYD 142 � 311+50 to 342+50 Drainage Blanket CUYD 914 [l] C "' "C 410+80 RT Pullout Resurfacing CUYD 7 �

-c, 411+25 LT Pullout Resurfacing CUYD 9

645+85 RT Pullout Resurfacing CUYD 47

242[1] NOTE: 5 673+D0 to 678+D0 Drainage Blanket CUYD N

10£2] 1. Do not increase the footprint of the existing pullouts.� 749+13 Grade Raise Culvert Transition CUYD N "

1138+75 to 1141+25 Grade Raise and Realignment CUYD 64 FOOTNOTE:

� Total 2,280 3' r11 Quantity includes aggregate for approach roads and turnouts.

u r21 As directed by the CO.

i!:

N

N

N

TABULATION OF QUANTITIES

N

II'

"' NO SCALE N

Existing Pullout

�-v -1- r") ...., � \0

Q.

\I\

BEGIN PROJECT

01+25

N = 1665529.1216 E = 1299217.6477

N

ID

CV")

u Q.

.,.-1 '°· N.

0 \11 0 ++ \11 \11

L)

� 0..

.,.-1 N + \11 C'\

L) 0..

\0 r-- 1.f) r-- 1.0 (j\ t

VRAA Maintenance Entrance

06+75 RT

\0 '<:I" oi U)

I'") t

I.O r-+ C'\ .,.-1

L) 0..

New Honey Pit

48+07 RT (MP 0.91)

rv

Squirrel Camp 23+62 u, rv

Old Honey Pit

56+39 RT (MP 1.06)

Delineator, type flexible (typ.)

MP 1 (52+80)

r:P

IS'

'<o-

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

STATE PROJECT

AK NPS KATM 10(4)

SHEET

NUMBER

D.2

NOTE:

1. See sheet 1.1 for Mile Marker Delineator Details.

PLAN SHEET

1+00 to 59+00

2 November 2022 10: 10 AM

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Co O'I � -31::i

11)

11)

1:i

PT 91+52.76

PC 93+92.25

PT 101+64,31

PC 112+13.09

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�c l6o

1.45

1.s0 lSs

�6�

1-10

...O)< ✓-! ✓ x p�g PT 121+82.71

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PT 134+06.38

PC 139+65.07

PT 145+26.

1.45 z z

N � co

Z Ul

(/] co ;,; " z � � " � � (/] 3: m O ::; !::l :i1

N "

�(/) I--" 0 :s:ffi:j :.. �� � ;c �

"C g st n u

Q.

N st M N

In ,-1

O'I

I- Cl..

In N

N

(l'I

-s:t N ti:

Begin Installing Drainage Blanket

210+00 (MP 4.0)

(See Sheet C.1 for Detail)

-s:t r- N r-- N u a..

(l co

CX)

ID

l""l M a, N t::

N

Delineator, type flexible (typ.)

MP 4 (211+20)

Cl..

.-1

(l'I v -s:t .-1 N u a..

N

Cleaning Culvert in Place

24" CMP

216+48 (MP 4.10)

,-t

,-t

N t a:i

O'I t

C"1

0\ v ,.

l""l � l""l l""l v <-' O'I '<o-.-1 u a..

In 0 N N N

Moraine Pit (Project Material Source) � /226+20 LT (MP 4.28) _/) _ (See Sheet E.2)

Access Roads lxJ Mora;ne p;t m

U1

\0 (l'I

N N ti:

NOTE:

U1

N (l'I

U1 N N u a..

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

AK

r-r--r- -s:t

N N ti:

NPS KATM 10(4)

,-t (l'I

(l'I \0 l""l N u a..

D.5

End Installing Drainage Blanket

230+00 (MP 4.35)

(See Sheet C.1 for Detail)

1. Moraine Pit is the project material source. Refer to Section E for details.

FOOTNOTE:

r11 Where the road intercepts existing turnout/pullout and approaches, construct a minimum 1 :8 side slope as directed by the CO to accommodate future traffic.

PLAN SHEET

175+00 to 233+00

N--------------------------------------------------------------------------------------------------'

:c g s

Ill I.O

(YJ "

v l"1 C"\I f-a..

u, M N ll'J U) N

Delineator, type flexible (typ.)

MP 5 (264+00)

N u, N ll'J N

;i -1-t Begin Installing Drainage Blanket

279+80 (MP 5.30)

(See Sheet C. 2 for Detail) u, N v oi " Ill C"\I a..

rt) N

(l'\ lJ)

CX)

N

1a:

NPS PMIS No. 218578 NPS Drw . No. 127 177631

STATE PROJECT

AK NPS KATM 10(4)

U\ U\ N

In rt) N

End Installing Drainage Blanket

281 +30 (MP 5.32)

(See Sheet C.2 for Detail)

CX)

\.0 lJ)

CX)

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C"\I t

\0 co "-I t

\0 N

\.0

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CX)

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PLAN SHEET

233+00 to 291+00 co

C"\I I.O C"\I a..

SHEET

D.6

I iil st

M N

(t\

NPS PMIS No. 218578 NPS Drw . No. 127 177631

Begin Installing Drainage Blanket f11

311+50 (MP 5.90)

(See Sheet C.2 for Detail)

Delineator, type flexible (typ.)

MP 6 (316+80)

STATE PROJECT

AK NPS KATM 10(4)

End Installing Drainage Blanket r11

342+50 (MP 6.48)

(See Sheet C.2 for Detail) w

FOOTNOTE:

SHEET

NUMBER

D.7 f11 Where the road intercepts existing turnout/pullout and approaches, construct a minimum 1:8 side slope as directed by the CO to accommodate future traffic.

PLAN SHEET

291+00 to 349+00

N.._ ____________________________________________________________________ ...... _______________________ ...., 12 October 2022 2:44 PM w -1:iii U)

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PC 386+36.16

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1,90

PT 395+25.96.

PC 398+16.72

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PT 406+63.57

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PT 374+92.75

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Research Bay Overlook Resurface the pullout with 7-inch roadway aggregate, method 2

411+25 LT (MP 7.78)

,-I ,-I v u a..

Research Bay Overlook Resurface pull out with 7-inch roadway aggregate, method 2

410+80 RT (MP 7.78)

De/;neator, type nex;b/e (typ.)

MP 8 (422+40) _/

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CV)

ID

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32" CMP, 26 LNFT

428+50 (MP 8.11)

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PLAN SHEET

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D.9

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PT 507+40.39

PC 508+ 71.40

PC 517+15,87

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PC 483+54.33

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PC 537+47.90

PC 539+22.92

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PT 609+80. 99

sas

PT 601+50.95

I

PC 610+29.50 610

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First River Crossing 647+89

1\1'\, , ... .,.I\ w l Resurl'ace the pull out with 7-inch roadway aggregate, method 2

645+85 RT (MP 12.32)

� De#neator, type flex;b/e (typ.)

672+75 (MP 12.74) � Install 24-Inch Pipe Culvert t c!?9. :;;

ID

X /-.

6:9. ��

0'

MP 12 (633+60)

t.n" \0

End Installing Drainage Blanket r11

678+00 (MP 12.84)

'<o-

Begin Installing Drainage Blanket

673+00 (MP 12.75)

(See Sheet C.2 for Detail)

(See Sheet C.2 for Detail) co \0

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ID

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MP 13 (686+40)

FOOTNOTE:

r-.

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ID

t

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

IO

"1-co 10·0\ I\

;!; -1- 0\ clID IO u ,._

a. Q.

STATE

AK

In

\0 \0

PROJECT

NPS KATM 10(4)

SHEET

NUMBER

D.13 r11 Where the road intercepts existing turnout/pullout and approaches, construct a minimum 1 :8 side slope as directed by the CO to accommodate future traffic.

PLAN SHEET

632+00 to 697+00

N--------------------------------------------------------------------------------------------------' r--

I.O r- N

O'I N r-- 1:i::

U") O'I

0J 0J

N <.D

Protect in Place

18" CMP, 20 LNFT

713+05 (MP 13.50)

In

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

Cleaning Culvert in Place

714+67 (MP 13.53}

N

AK NPS KATM 10(4)

B.

716+51 (MP 13.57) "

Insta/118-Inch Pipe Culvert

O'I

O'I

Install 36-Inch Pip: Culvert i

D.14

Cleaning Culvert in Place

705+75 (MP 13.36)

+r-..

0 r-..

u a.

oi r 721+88 (MP 13.67) �

_c1._...,E,..-L--:-I.O��--...L---f..J.----'---t-,_..l���----1r::!

Q.

:...-1 __ __,1....__..;�--.i-

707+05 (MP 13.39)

r--1.0 r:I) I.O

.,-1

.,-1 r-u0-

Install 24-Inch Pipe Culvert

Cleaning Culvert in Place

730+17 (MP 13.82)

Delineator, type flexible (typ.J

MP 14 (739+20)

N 0J N

� v �

I.O + + + r-- O'I

N ,.... �

..... r-- r-..

r-- u t r Cleaning Culvert in Place

740+92 (MP 14.03)

I.O r-� vr--u�

N 0J u, Protect in Place

18" CMP, 24+ LNFT

724+66 (MP 13.72)

� In r Cleaning Culvert in Place

751+70 (MP 14.23)�

x i'.

,S'< v o-

749+13 (MP 14.18)

Install 12-Inch Pipe Culvert Raise the road grade by 7-inch Aggregate r11

FOOTNOTE:

[11 As directed by the CO.

�:r------------------------------------------r--------------------1 g:

M

N PLAN SHEET

697+00 to 755+00

� '"--------------------------------------..l..._ ___________ _J a:

st an an r-..

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r,j ,...., s:t CXl r--u Cl..

r-.. M

ID N

IJ)

IJ) r-..

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763+35 (MP 14.45)

Install 24-Inch Pipe Culvert

Cleaning Culvert in Place

760+65 (MP 14.40)

N

ID

cri r--s:t CXl r-..

Cl..

an

785+47 (MP 14.87)

Install 12-Inch Pipe Culvert s:t

ID

ID

CXl r-..

Cl..

r-..,...., CXl r-..

+ ID ID r-..

t

Cleaning Culvert in Place

770+78 (MP 14.59)

an Protect the culvert r--.

774+50 (MP 14.66)

r--.

O'I M O'I CXl ,...., � O'I -.i- ID 0 ID IIl + + + ,...., N q-r-- r-- r--r-- r-.. r-- I- u tQ. Q.

776+70 (MP 14.71)

Install 12-Inch Pipe Culvert

\I\ (S\ r-

MP 15 (792+00)

6<· Sc":

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ID

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r-- IIl N 0 u Q.

6�.

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Placed riprap, method 2, class 0 for inlet r11

54" CMP, 80 LNFT

795+97 (MP 15.07)

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M 0

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

STATE PROJECT

AK NPS KATM 10(4)

SHEET

NUMBER

D.15

IIl

ID

.-I

779+27 (MP 14.75)

/ Install 12-Inch Pipe Culvert

ID

r--r--

781+85 (MP 14.79)

u Q.

Install 12-Inch Pipe Culvert

-.;..ie_....._ 0 ,...., 781+25 (MP 14.79)

Install 12-Inch Pipe Culvert

[J 0 i�

GO

u Cl..

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N + N CXl r--u Q.

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N,...., st CXl r--u Q.

t:

FOOTNOTE:

r11 As directed by the CO.

PLAN SHEET

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12 October 2022 3:14 PM

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Third River Crossing 892+61

920+09 (MP 17.42)

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Ii:

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

DO

CV)

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CV)

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u a.

II\

0\ ctJ

Delineator, type flexible (typ.)

MP 17 (897+60)

STATE PROJECT

AK NPS KATM 10(4)

PLAN SHEET

872+00 to 928+00

SHEET

D.17

12 October 2022 3:19 PM

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Pr 962+ss.15

PC 962+13.41

PT 969+63. 99

� 970

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PC 981+68.48

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'° 1046+31 (MP 19.81)

o Cleaning Culvert in Place

� ;..>-01050+05 (MP 19.88)

t

0-

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r-...

u a..

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LO 0

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N f':

O'I rt") u LO

0-u a..

Cleaning Culvert in Place

1052+90 (MP 19.94)

1056 +65 (20.01) c:!

Delineator, type flexible (typ.)

MP 20 (1056+00)

rt") rt") rt")

N I.O t

&n \0

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t3 c:l)

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

STATE PROJECT

SHEET

NUMBER

AK NPS KATM 10(4) D.20

N

�r------------------------.----------_J

1045+00 to 1103+00 r---i.n r---

+ r--- 0 rl rl t

Delineator, type flexible (typ.)

MP 21 (1108+80)

1136+52, (MP 21.52)

Install 36-Inch Pipe Culvert

Ln rl -st" rl + i.n Mrl rl u 0..

9-1 9-1 9-1 i.n r-:

+ rl rlrl rl u 0..

M End Grade Raise & Realignment

� 1141+25 (MP 21.60)

� (See Sheet C.3 for detail)

\DM

.-I .-I

N .-I

+ 00M .-I .-I u 0..

r-:

v

N .-I .-I .-I

I-a..

00 00 ..., r-:

CV)

" r-:

M

0 + v N

..., v

.-I ..., I-a.. u a..

Begin Grade Raise & Realignment

1138+75 (MP 21.57)

1139+27 (MP 21.57)

Install 24-Inch Pipe Culvert

(See Sheet C.3 for detail) an

\D

CV)

.-I 01 v v .-I

Cleaning Culvert in Place

1143+60 (MP 21.65)

N

Protect in Place

24" CMP, 24 LNFT

1122+34 (MP 21.25)

v .-I

\D + 01

.-I .-I .-I u a..

Pl Pl

00\D v v

.-I

N .-I rl I-a..

Cleaning Culvert in Place

1148+05 (MP 21.74)

CTIM

CTIM

+ CTI -st"

.-I .-I b:

N Pl Pl

\D � rl M + \D N rl .-I u 0..

N

NPS PMIS No. 218578 NPS Drw . No. 127/177631

STATE PROJECT

SHEET

NUMBER

AK

N v

+ 00Ln .-I .-I u a..

NPS KATM 10(4) D.21

�r------------------------------------r------------_J s

1103+00 to 1160+00 u

IC ....,

...., IO

Q., CJ

Q., t

Q;

Q) r-:

Q) ID

Ii:

r 'l""I 'l""I

End Project

1181+52

�: 1598517.3393

- 1374892.0689

PLAN s

HEET

+00 to 1181 +52

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

101 1651717.684 1315795.668 291.531 58°30'38.360490"N 155°41'51.996698"W 337.1285 1.00000389 5/8" ir w/fhwa alum cap 1.

102 1651835.302 1315681.883 301.107 58°30'39.490438"N 155°41'54.193935"W 346.7046 1.000003518 5/8" ir w/fhwa alum cap

PROJECT : 5 mile pit

DATE OF FIELD WORK : 9/2020

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Alaska zone5 SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

EPOCH DATE : 2010.000

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\

Pr oj ec ts

_2

0\ Al as ka

\K at m ai

\g ps

AK

_N

PS

_K

AT

M _1

0( 4)

_6 _m ile _p it_ C on tr ol sh ee t.

xl sx ]S he et

-D ec -2

2:

P M

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

NPS KATM 10(4)AK

SURVEY CONTROL

C ro a:

Existing contours

ITEM NUMBER

20101-0000

31402-0000

Estimated disturba

;f;{ limits construe

=i;:::;=-- -

0 SMOKES ROAD VALLEY OF 10,00

QUANTITIES MORAINE PIT

DESCRIPTION

d Grubbing Clearing an

A gregate Stockpiled g

N- 1651649.91 = 1316014.15 E-

1e between Stockp1 Existing access e d Disturbanc an

0 CUYDS stockpiled Proposed

,5

�5 Stockpile 1) aggregate (N

Only use Area 1 and do not distur b Area I.

NOTE.

r;ai;n A,ea II ns

Excavate an c n;:a'i/,!':s shown on p a

. rox;mate 8,500 CUYD.

1.

to stDckpi/e gg

PS stockpHe 1, app

1 500 CUYD.

regate at N roximate , Stockpiled Agg

. . Pit MP 18.8, app

2.

te at H1stonc 3. Stockp//ed Agg,ega

. NPS StockpHes.

. of sucvey. Contractor to t d;swrb ex,shng

. f surl'ace att,n,:e Moraine Prt.

4. Do no rs representa_t ,ve to o begininng wo� m ---------h ·c contou ·t· ns pnor

5.

verify ex1stmg :' Topograp_ 1. , -t e c o n d

�t�

IO

E. 1" = 100' SCAL

MORAINE PIT

SITE PLAN

i-

"CJ

..1l al

..c:

u i-

"CJ

Qj C:

CJ\

'iii Qj

Cl

Existing Ground

77t\v77�T- - - ---

Excavated slope 1.5:1 (max.)�

Finished slopes 1:2 (min.)

Slope to drain

Slope to drain

TYPICAL CROSS SECTION

NPS PMIS No. 218578 NPS Drw . No. 127/177631

Excavated slope 1.5: 1 (max.)

Backfilled waste material

NOTE:

AK

1. Backfill with overburden and waste material.

NPS KATM 10(4)

2. Contour area to match existing conditions and to be free of depressions that will pond water.

E.3

:,:------------------------------------------------------------------------------------,,-------------------------------1" N n n

NO SCALE

MORAINE PIT

RECLAMATION PLAN

F 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

Refer to Sheet F.4 for Moraine Pit Erosion Control Plan.

extend across any ditchs intersecting the culverts.

Place fiber rolls around culvert outlet and inlet. Ensure rolls

FOOTNOTE:

[1]

Culvert

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

Soil erosion [1]

Flowing Drainage

PLACEMENT AROUND CULVERT

TYPICAL FIBER ROLL

[2]

[2]

:1

A

N o v 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. 127/177631

N

In

N l

N rt\

In

0 N N N N

1W)

Install fiber rolls per detail on sheet F. 7

No. 127 177631

AK

LEGEND

NPS PMIS No. 218578 NPS Drw

STATE PROJECT

NPS KATM 10(4)

ti

SHEET

NUMBER

F.2

-------c=====:: Fiber Rolls

Install fiber rolls per detail on sheet F. 7 it------------------------------------------------------------..----------------------

EROSION CONTROL PLAN

Sheet 1 of 2 iii co

Install fiber rolls per detail on sheet F. 7 an co co U)

Install fiber rolls per detail on sheet F. 7

1ft rtl

NPS PMIS No. 218578 NPS Orwg, No. 127/177631

STATE

AK

PROJECT

NPS KATM 10(4)

SHEET

NUMBER

F.3

Install fiber rolls per detail on sheet F. 7 itr---------------------------------r------------_J

EROSION CONTROL PLAN

Sheet 2 of 2 construction limits disturbance/

Estimated

VALLEY OF 10,000 SMOKES ROAD

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. 127/177631

Moraine Pit

Entrance to

Moraine Pit

Exit from per detail on sheet F.5

Install silt fence

Existing contours

Scale: 1"=100' facilities

Portable sanitary

AREA II

AREA I

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

E= 1315857.46

N= 1651770.30

E= 1315423.94

N= 1651565.68

:0

P

O c to b e r

P la n

S h e e t] c 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

SHEET

AK NPS KATM 10(4) F.4

LEGEND

Silt Fence

AK NPS KATM 10(4) F.5

with plastic liner or riprap

Temporary diversion channel

NO SCALE

temporary barrier

Use sandbags to construct A

A

Flow

PLASTIC LINED DIVERSION CHANNEL

SECTION B-B

SECTION A-A

W

B

W

B

SandbagsPlastic liner

SSSS

D D SS

SS

Flow

Plastic liner when scheduled)

Silt fence (typ.

and secure with sandbags (typ.)

5.

4.

3.

2.

1.

Flow using one of the methods listed in Subsection 204.11(a).

temporary culvert. Compact temporary culvert backfill channel through the roadway embankment with

When specified replace the portion of the diversion liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and diameter, riprap class, channel dimensions and quantities.

See Erosion Control Section for temporary culvert

NOTE:

Permanent culvert

Roadway centerline

BB

See Note 5 when scheduled)

Silt fence (typ.

backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits

DIVERSION CHANNEL

PLAN

TEMPORARY CULVERT

SECTION B-B

Ø embankment

Roadway embankment

Roadway

Temporary culvert backfill

Subgrade

Bedding

Natural ground

RIPRAP LINED DIVERSION CHANNEL

SECTION A-A SECTION B-B

W

B B

W

T T when scheduled)

Silt fence (typ.

Sandbags

Riprap lining Riprap lining

SS SSD D

SS SS

FlowFlow

GeotextileGeotextile

6" deep and secure with riprap or sandbags.

Bury plastic liner 6" deep

2' 2'2'2'

6/2005 STANDARD APPROVED FOR USE

7/2022 6/2007 REVISED:

CHANNELS

TEMPORARY DIVERSION

157-5

:3

F e b r u a r y

S td p w w o r k

\d

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) F.6

NPS Drwg. No. 127/177631 NPS PMIS No. 21878

AK NPS KATM 10(4) F.7

roll 2" min.

Trench fiber

Fiber roll table for length requirements

See Fiber Rolls at Culverts around culvert inlet

Install fiber rolls flared end section

Culvert inlet with end section with flared

Culvert outlet length requirements

Culverts table for

See Fiber Rolls at around culvert outlet

Install fiber rolls

See note 6 control runoff culvert as needed to

Install fiber rolls below is crossing the disturbance.

both the road and around the culvert and all water entering the culvert

Place fiber rolls all the way around the inlet when the disturbance is on 2.

rolls 6-inches from each end.

stakes 4' o.c. max. on slopes and 2' o.c. max. culverts. Stake fiber wood stakes. Space �Stake fiber rolls in place with 1 "x 1" or 1" 1.

:NOTE

Flow

Flow

SECTION A-A

AT CULVERT INLET

FIBER ROLL

AT CULVERT OUTLET

FIBER ROLL

A A Flow specific conditions.

Adjust length as needed due to project-across the top of the culvert inlet only.

*Approximate length shown for rolls

3054" or larger

2030" to 48"

1024" or smaller

Fiber Roll length (ft)�9" Culvert Size

FIBER ROLL AT CULVERTS*

Se e n ote

Se e n ote

:3

F e b ru a ry

C

-5

S h e t] p w

-w o rk

\d \k a tm

)f h fi b e r-c u lv e rt

.d g n

FIBER ROLL AT CULVERT

STATE PROJECT

NUMBER

SHEET

AK NPS KATM 10 (4) F.8

10.4 x 16 25101 -0000

30201 -2000

60201 -0400

60201 -0600

60201 -0800

60201 -1000

60704 -0000

Station

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

(F O

R I

N

FO

R M

A

TI

O N

O N

LY

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

(C

LA

S S

[1

R O

A D

W A Y

A G

G R

EG

A

TE

M

ET

H

O D

[2

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

REMARKS

See below for numbered notes

D

ES

IG

N

ER

N

O

TE

S

CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH

216+48 1 MP 4.10

428+50 1 MP 8.11

672+75 13 13 25 MP 12.74

705+75 1 MP 13.36

707+05 11 11 22 MP 13.39

713+05 MP 13.50 (PROTECT IN PLACE)

714+67 1 MP 13.53

716+51 11 11 20 MP 13.57

721+88 18 18 26 MP 13.67

724+66 MP 13.72 (PROTECT IN PLACE)

730+17 1 MP 13.82

740+92 1 MP 14.03

749+13 6 6 20 MP 14.18

751+70 1 MP 14.23

760+65 1 MP 14.40

763+35 13 13 25 MP 14.45

770+78 1 MP 14.59

774+50 MP 14.66 (PROTECT IN PLACE)

776+70 6 6 20 MP 14.71

779+27 8 8 25 MP 14.75

781+25 8 8 25 MP 14.79

781+85 6 6 20 MP 14.80

785+47 6 6 20 MP 14.87

787+83 17 17 25 MP 14.92

789+22 1 MP 14.94

795+97 7 MP 15.07

920+09 13 13 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 17 24 MP 21.52

1139+27 12 12 24 MP 21.57

1143+60 1 MP 21.65

1148+05 1 MP 21.74

PROJECT TOTAL 165 7 165 130 45 121 50 16

NOTE:

1. Steel pipe culvert minimum wall thickness is thickness required required by the Std. 602-1 fill height table.

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

3. Aluminum pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table.

[2] Transition Quantity Included on Sheet D.1

FOOTNOTE:

PAY ITEM NUMBER

[1] As directed by the CO.

TABULATION OF DRAINAGE QUANTITIES

c:

\p w -w or k\ d0 ka tm

4_

D ra in ag e.

xl sx ]S he et

-F eb -2

3:

P M

A.

D es ig ne r

/2

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

NPS KATM 10(4)AK

NPS PMIS No. 218578 NPS Drwg. No.

127/177631

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

AK NPS KATM 10(4) G.2

AK NPS KATM 10(4) G.3

AK NPS KATM 10(4) G.4

NPS PMIS No. 218578 NPS Drwn. No. 127/177631

STATE PROJECT

SHEET

NUMBER

AK NPS KATM 10(4) H.1

.0

"O

OJ

OJ

co

ITEM 63501-0000

.0

"O

TEMPORARY TRAFFIC CONTROL {FOR INFORMATION ONLY QUANTITIES) OJ

"iii

MUTCD NUMBER UNIT QUANTITY OJ

W20-1 EACH 3

W20-3 EACH 3

EACH 3

LPSM ALL

DESCRIPTION

ROAD WORK AHEAD (WITH DISTANCE) (36" x 36")

ROAD CLOSED AHEAD (WITH DISTANCE) (36" x 36")

TYPE III BARRICADE

TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFRC CONTROL, FLAGGERS HOUR 40

FOOTNOTE:

fll Mount on Type III Barricade as needed.

TABULATION OF

0.

TEMPORARY TRAFFIC

CONTROL QUANTITIES

[1]

NO SCALE

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

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

the CO.

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

NCHRP-350 or MASH for crashworthiness.

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

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

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

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

to this project. The Contractor may add or delete information and details in Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to Section 635 of the Special Contract Requirements for allowable

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

verify that an encroachment permit has been obtained.

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

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

Ro ad N ame

SIGN SPACING TABLE

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

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

C

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

7/2022 REVISED: 635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

:1

F e b ru a ry

S td

-1 p w

-w o rk

\d \S td -1

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) H.2

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

NO

CENTER

LINE

NO

CENTER

LINE

PASS

WITH

CARE

DO

NOT

PASS

NO

CENTER

LINE

NO

CENTER

LINE

NO

PASSING

ZONE

NO

PASSING

ZONE

PASS

WITH

CARE

DO

NOT

PASS

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

PASS

WITH

CARE

NO

PASSING

ZONE

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow temporary traffic control zones greater than 3 miles long.

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

Repeat R4-1 at 1 mile intervals.

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

NOTE:

6.

5.

4.

3.

2.

1.

Two-way traffic

Passing zone both directions

DETAIL A

Two-way traffic

No Passing zone one direction

DETAIL B

Two-way traffic

No Passing zone both directions

DETAIL C

delineation.

Optionally use the vehicle positioning guides to provide additional up to 14 days when providing signs according to this standard.

The pavement on two- or three-lane roads may remain unmarked for each direction of travel.

Use permanent markings plan to determine no passing zones installed at the upstream end of the zone.

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

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

W8-12

W8-12

R4-1

See Note 6

R4-2 W8-12

(optional)

W14-3

(optional)

W14-3

R4-1See Note 6

R4-2 W8-12

W8-12 R4-1

See Note 6

R4-2 (optional)

W14-3

W8-12

PROJECT LIMITS

See Note 2

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

See Note 2

See Note 2 cycle length

40' 500'

500' cycle length

40' 500'

500' cycle length

40' 500'

500'

7/2022 REVISED:

635-3

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

:2

F e b r u a r y

S td p w w o r k

\d

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) H.3

posted speed, not the advisory speed.

Approach speed based on the regulatory *

6.

5.

4.

3.

2.

1.

the buffer space.

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

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD name of the Contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at as approved by the CO.

Final location and spacing of devices may be changed to fit field conditions those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to

Flagger location

WORK

ROAD

AHEAD

See Note 4

W20-1

BE

PREPARED

TO STOP

W20-7

(optional)

W16-2Pxxx

FEET

Flagger location

ROAD WORK

END

See Note 4

G20-2

W3-4

Traffic flow

Traffic flow

NOTE:LENGTH AND SPACING TABLE SIGN SPACING TABLE

LENGTH

BUFFER SPACE

SPEED*

APPROACH

BUFFER SPACE

(optional)

Spacing Table)

(See Length and

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

Spacing Table)

(See Length and WORK SPACE

A

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

FEETMPH

635-5

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

:5 u g u s t

S td p w w o r k

\d

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) H.4

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Spacing Table)

(See Length and Channelizing devices

(optional)

Flagger location

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

(optional)

W16-2P

Flagger location

WORK SPACE

ROAD WORK

END

See Note 4

G20-2 the buffer space.

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

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD name of the Contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at as approved by the CO.

Final location and spacing of devices may be changed to fit field conditions those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar to

7.

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:SIGN SPACING TABLELENGTH AND SPACING TABLE

50' - 100' 50' - 100'

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Device spacing

BUFFER SPACE

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

TERMINATION AREA

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

100MPH FEET SPACING IN FEET

See Note 6

10' min.

635-6

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

:5 u g u s t

S td p w w o r k

\d

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) H.5

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" dia. bolts 4 1Attach sign panels with a minimum of 2 -a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign

NOTE:

WOOD POST SELECTION TABLE

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

by the CO.

State standards may be used as an alternative if approved

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f p a v e d s h o u ld e r

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

90°

93° "X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

7/2022 REVISED: 635-14

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

:0 u g u s t

S td

-1 p w

-w o rk

\d \S td -1

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

AK NPS KATM 10(4) H.6

DELINEATOR DETAILS

MILE MARKER

I.1

STATE PROJECT

NUMBER

SHEET

D e li n e a to r D e ta il 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)

:1

F e b r u a r y

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. 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…