Final_WDCR_MP627_and_MP63_Plans_r030719.pdf

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

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 SYMBOLS2

P

M

A u g u s t

U

S C c p w w o r k d d e n a a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 NPS DENA 10(46) AK

DI

T

NO SCALE

- no symbol -wall face

N

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

NOTE:

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

T

S

T

S

33 34 35 3632

23456

7 8 9

11 12

131415161718

31 33 34 3532

56 3

7 8 9 10

151617181314151617

8 9 10 11 12

45 3 2 1

33 34 35 36 31

21 22 23

19 20 21 22

27282930252627 2829302526272829

24 19

28 27 26 25 30 29 28

21 22 23 24 19 20 21

161718131415 16 15 14 13 18 17 16 15

22 23 24

252627

19 20 21 22

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

VICINITY MAP

N

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D p w w o r k d d e n a a c .d g n

AK NPS DENA 10(46)

A

F e b r u a r y

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

L ittle

S to n y

C re e k

Pass

Highway

Overlook

Stony Hill

H I L L

S T O N Y

SCALE IN MILES

1 21

D E N A L I N A T I O N A L P A R K

Mt. Galen

Mtn.

Divine

Pass

Thorofate era foro hT

Copper Mtn. Bar

WILDERNESS

DENALI

T o k la t

R iv e r

Visitors Center

Eielson D

E N A

L I

P A

R K

R O A D

S to n y

Creek kro F e s o oM k e er C k e er

C egroG keerC esoo M rev iR

To Healy

63 miles

END PROJECT

MP 63

BEGIN PROJECT

MP 62.7

Toklat Road Camp

Water Source

Staging/

Toklat Pit Material/

MP 53.88

Sheet and Description

SECTION C SECTION E SECTION F SECTION G -

Typical Section

Erosion Control

Drainage Quantities

Temporary Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LPSM All ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 2,822 2,822

A0160 20101-0000 CLEARING AND GRUBBING ACRE 0.5 0.1 0.6

A0180 20301-1200 REMOVAL OF HEADWALL (GABION

BASKETS) EACH 2 2

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

A0220 20401-0000 ROADWAY EXCAVATION CUYD 112 18 130

A0240 20410-0000 SELECT BORROW (GOVERNMENT Contract Quantity

FURNISHED) CUYD 2,065 235 2,300

A0260 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C SQYD 320 30 350

A0280 25101-0300 PLACED RIPRAP, METHOD A, CLASS

3 (GOVERNMENT FURNISHED) CUYD 128 12 140

A0300 30201-2000 ROADWAY AGGREGATE, METHOD 2 Contract Quantity

(GOVERNMENT FURNISHED) CUYD 590 60 650

A0320 31402-0000 STOCKPILED AGGREGATE (SELECT

BORROW) CUYD 8,000 8,000

A0340 31402-0000 STOCKPILED AGGREGATE (SURFACE

COURSE WITH BENTONITE) CUYD 12,000 12,000

A0360 31402-0000 STOCKPILED AGGREGATE (SURFACE

COURSE) CUYD 2,200 2,200

A0400 60103-0000 CONCRETE, HEADWALL (WITH

WINGWALLS) EACH 4 4

A0420 60221-4600 14 FEET SPAN, 11 FEET RISE

REINFORCED CONCRETE BOX

CULVERT, SINGLE BARREL LNFT 60 60

A0440 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80

A0460 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

A0480 62201-2050 ROLLER HOUR 40 40

A0500 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM

BLADE HOUR 40 40

MileStone: Final Date Completed: In Progress Report Date: 03/01/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 1-

M ar

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 su m m ar y.

xl sm

]S he et

STATE PROJECT

B.1NPS DENA 10(46)AK

SHEET

NUMBER

Sheet and Description

SECTION C SECTION E SECTION F SECTION G -

Typical Section

Erosion Control

Drainage Quantities

Temporary Traffic Control

ALLOWANCE Bid Schedule

A0520 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40 40

A0540 62301-0000 GENERAL LABOR HOUR 40 40

A0560 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.4 0.1 0.5

A0580 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 8 8

A0620 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 130 150

A0640 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 8 8

A0660 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 160 160

A0680 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 186 14 200

A0700 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 90 10 100

A0720 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 600 60 660

A0740 63704-0000 VEHICLE EACH 2 2

A0760 63708-0000 CELLULAR PHONE SERVICE

(SATELLITE) MO 5 5

A0780 63713-0000 FIELD OFFICE SERVICES (INTERNET) MO 5 5

A0800 64703-6000 MITIGATION, FISH PASSAGE

BOULDER (26-INCH TO 34-INCH

DIA.) EACH 30 10 40

A0820 64704-1000 MITIGATION, STREAMBED MATERIAL

(CONSERVED FROM CHANNEL) CUYD 501 49 550

1- M ar -2

1:

P M

MileStone: Final Date Completed: In Progress Report Date: 03/01/19 c:

\p w -w or k\ d0 su m m ar y.

xl sm

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2NPS DENA 10(46)AK

SHEET

NUMBER

TYPICAL SECTION

100+00 to 108+00

418+10 to 423+20

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

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a c a .d g n

AK NPS DENA 10(46)

a r c h

B V in c e t e a d o w s

E

C h e c k e d b y

D e s ig n e d b y

[1]3% [1]3%

Profile grade point

[2

1V:

2H

[2]

1V:2H

Existing ground

Existing ground

DENALI PARK ROAD

LC

FOOTNOTE:

Varies surface

Existing p r o fi le

M a tc h

9' to 12' 9' to 12'

Traveled way varies

Varies Shoulder

Varies Shoulder Traveled way variesVaries

Construction limit varies

CONNECTION DETAIL

0' to 2' 0' to 2' topsoil, 4-inch depth

Placing conserved s ta k e l im it s

S lo p e

S lo p e s ta k e l im it s

NO SCALE

[4] 6" compacted depth method 2, (Government furnished)

Roadway aggregate, [2

V ar ie s method 2

Roadway aggregate, [5]Embankment

Use select borrow stockpile pile number 8. See Sheet C.2.[5]

Use surface aggregate stockpile pile number 5. See Sheet C.2.[4]

Construction limit varies, see Sheets D.1 and D.2.[3]

Construct slopes as shown in the Staking Report.[2] sections.

Superelevate roadway at the rate 'e' as indicated on the cross[1]

NOTE:

outside the specified limits will be performed by others.

1. Limit clearing according to Subsection 201.03. Clearing top soil, 4-inch depth

Placing conserved

OPERATION PLAN

TOKLAT PIT

N

Access

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a c b .d g n

AK NPS DENA 10(46)

a r c h

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

LEGEND:

NOTE:

SCALE IN FEET

50 100 150 200050

Existing jersey barrier

NPS

ac ce ss

Fenced enclosure

Raised leach fie ld

NPS Access

Approximate location of existing sheet pile wall

Stored materials see Stockpile Locations Table

Existing stockpile (typ.), Housing Area Contractor

Existing berm

8,000 CUYDS select borrow added remain clear corridors to

NPS access material processing area

Proposed contractor material is processed of existing piles as

Proposed expansion or structures

Existing materials material processing area

Proposed contractor for processing

26,000 CUYDS scrape mandatory source

Government provided

NPS access (30' R.O.W.)

Contractor

Staging Area

X

Shallow well pit

5.

4.

3.

2.

1.

(See Note 5)

See Subsection 107.13 Contractor housing.

Limit work according to Subsection 105.04.

Water source from the shallow well pit.

construction.

Large stockpiles for mixing fines will be available throughout and equipment staging will be determined by the CO.

The final location of all stockpiles, contractor housing, parking

CP

17629

5 1

8 1

92.70

103+50.00

24.46

102+07.95

23.16

100+00.00

100+00.00

25.73

3635 3635

MP

X C

M P O

U T

L E

T F

U L L

X C

MP

,6

.2

,6

.2

+1.0564%

126' VC

K = 52

,6

.0

+3.4589%

310' VC

K = 51

SSD = 333'

,6

.3

-2.5

-0.0384%

140' VC

K = 55

,6

.2

N

CUYD

EXC.

CUYD

EMB.

107+00 104+00 101+00

102+00103+00105+00106+00108+00 100+00

3625 3625

PLAN & PROFILE

MP 62.7 CULVERT

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

D.1

STATE PROJECT

NUMBER

SHEET

AK NPS DENA 10(46)

U

S S u r ft p w w o r k d d e n a fa .d g n a r c h

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

Limits of construction

Edge of proposed shoulder

Line to be constructed Install Aquatic Organism

Passage Culvert

See Sheet F.2

BEGIN PROJECT

100+00.00

AK NPS DENA 10(46)SUSPEND PROJECT

108+00.00

AK NPS DENA 10(46)

Profile grade

See Sheet F.2 for details

14' x 11'

Aquatic Organism Passage Culvert

104+10

Detour centerline (see Sheet G.2)

Limits of construction

Existing ground

NOTE:

The ground may be frozen below 3-feet.1.

Remove and reset sign

Remove and reset sign

45 X 70 CMP culverts

Remove exisiting

Slope stake limits

El = 3634.22

E = 1600949.1324

N = 3454150.6425

El = 3638.29

E = 1600246.0047

N = 3453769.0518

20.64

108+03.83

22.56

108+02.33

23.92

106+00.00

97.21

104+50.00

86.76

104+87.82

97.17

103+50.00

30.52

103+49.99

29.02 LT

104+64.32

97.65

104+22.50 baskets) headwall (gabion

Removal of baskets) headwall (gabion

Removal of

Removal of pipe culverts

CP

17631

,6

.9

-2.5

,6

.1

,6

.4

+1.0004%

180' VC

K = 514

,6

.0

+0.5000%

40' VC

K = 80

SSD = 2176'

,6

.8

140' VC

K = 55

,6

.8

+3.0575%

+4.1285%

,6

.1

N

CUYD

EXC.

420+00421+00422+00423+00424+00 419+00 418+00

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a fb .d g n

AK NPS DENA 10(46)

a r c h

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

MP 63 CULVERT

PLAN & PROFILE

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

Profile grade

Existing ground

Limits of construction

Edge of proposed shoulder

423+20.00

AK NPS DENA 10(46)

Line to be constructed

(See Sheet G.3 for details) Detour centerline

END PROJECT

424+00

59.72

423+25.69

420+66.10

101.12

418+10.00

AK NPS DENA 10(46)

Limits of construction

Passage Culvert, see Sheet F.4

Install Aquatic Organism

420+37.87

72.92 83.08

420+90.50

424+00.23

17.75

19.42

423+74.81

60.34

423+58.40 turnaround Truck

NOTE:

The ground may be frozen below 3-feet.1.

Remove existing 72" cmp culvert

RESUME WORKEND WORK

Slope stake limits

El = 3626.99

E = 1600254.11

N = 3453773.84

El = 3629.86

E = 1599805.87

N = 3453530.58

See Sheet F.4

Passage Culvert, 14' x 11'

Aquatic Organism

420+78.5

21.07

422+25.00

30.80

421+36.40 16.96

422+75.00

22.16

423+12.53

14.16

424+00.74

64.56

420+36.43

18.41

419+50.00

26.20

420+35.51

21.23

418+09.45

16.19

418+05.99

Edge of proposed shoulder pipe culvert

Removal of

GPK FILE DATED 9/18/2017

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

17629 3454418.493 1601571.050 3641.150 63°27'11.766462"N 150°14'14.534733"W 3688.0195 0.99972591 5/8" IR w/FHWA Alum Cap 1.

17630 3454290.431 1601156.588 3639.066 63°27'10.490530"N 150°14'23.641520"W 3685.923 0.99972604 5/8" IR w/FHWA Alum Cap

17631 3453497.943 1599837.707 3628.175 63°27'02.639237"N 150°14'52.586411"W 3674.9986 0.99972668 5/8" IR w/FHWA Alum Cap

GRIZ 3455810.908 1602960.178 3893.339 63°27'25.524222"N 150°13'44.086164"W 3940.2318 0.99971377 5/8" IR w/FHWA Alum Cap

STONY 3455944.402 1603393.154 3934.745 63°27'26.853587"N 150°13'34.570648"W 3981.6509 0.99971176 5/8" IR w/FHWA Alum Cap

PROJECT : West District Culverts MP 62.7 & MP 63

DATE OF FIELD WORK :8/2017

DATE OF FINAL ADJUSTMENT : 9/2017

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Alaska zone 4 SPCS NAD83 CORS96

EPOCH DATE :

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID_09

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\

Fi el d_ Fi le s\

A la sk a\ de na li\ C on tr ol

D

EN

A _W es t D is t

C ul ve rt s_ co nt ro ls he et .x ls x]

Sh ee t

-A ug

-2

3:

D av ie s

L.

G ob le

8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.3

SHEET

NUMBER

NPS DENA 10(46)AK

West District Culverts MP62.7 & MP63

SURVEY CONTROL

QUANTITIES

EROSION CONTROL

TABULATION OF

E.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a d a .d g n

AK NPS DENA 10(46)

a r c h

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b

TEMPORARY DETOUR DETAIL

FOOTNOTE:

CHANNEL DETAIL

TEMPORARY DIVERSION

SECTION B-B

NOTE:

30 36

3635 3635

Shdr_Wedge_Layer2_R

Slope_Stake_Fill_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

A

B

SECTION A -A

N

B

A

1.5 H

1 V

1.5 H

1 V

1 V

1 H

AND DETOUR ROAD MP 62.7

DIVERSION CHANNEL

TEMPORARY

EROSION CONTROL PLAN

E.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a d b .d g n

AK NPS DENA 10(46)

a r c h

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

[1] Cover vegetation with geotextile filter before placing embankment.

[2] See Sheet G.2 for Detour Road details.

[3] Use surface aggregate stockpile number 7. See Sheet C.2.

[4] Use select borrow stockpile number 8. See Sheet C.2.

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

Temporary flow barrier

Temporary diversion channel

Temporary diversion channel

Line to be constructed

LC

LC

Edge of detour road shoulder

Line to be constructed

Temporary flow barrier

NO SCALE

[2]20'

LEGEND:

Limits of construction

Fiber Roll

Silt Fence

Water flow arrow

Riprap

Culvert

Temporary detour centerline (See Sheet G.2)

Install pipe culvert

See Sheet F.2

Construct concrete box culvert.

method 2, 6" compacted depth

Roadway aggregate, Geotextile filter, class 1, type A (non woven) [1]

Embankment

9'

3' section and place them along the riprap bank and the new channel.

the proposed culvert and channel, move fiber rolls from the detour

1. After the detour is removed, and before water is allowed to flow in

[3]

[4]

TEMPORARY DETOUR DETAIL

CHANNEL DETAIL

TEMPORARY DIVERSION

SECTION B-B

SECTION A-A

NOTE:

FOOTNOTE:

Slope_Stake_Fill_R

Slope_Stake_Fill_L

N

A

A

B B

1 V

1 H

1 V

1.5 H

1.5 H

1 V

AND DETOUR ROAD MP 63

DIVERSION CHANNEL

TEMPORARY

EROSION CONTROL PLAN

[1] Cover vegetation with geotextile filter before placing embankment.

[2] See Sheet G.3 for Detour Road details.

[3] Use surface aggregate stockpile number 7. See Sheet C.2.

[4] Use select borrow stockpile number 8. See Sheet C.2.

E.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a d c .d g n

AK NPS DENA 10(46)

a r c h

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

Line to be constructed

Temporary flow barrier

Temporary flow barrier

LEGEND:

Temporary diversion channel

NO SCALE

Limits of construction

Fiber Roll

Silt Fence

Water flow arrow

Riprap

Culvert

Temporary detour centerline (See Sheet G.3)

LC

Construct diversion channel

Truck turnaround

Install temporary pipe culvert

Edge of temporary detour shoulder

Temporary flow barrier method 2, 6" compacted depth

Roadway aggregate, Geotextile filter, class 1, type A, (non woven) [1]

[2]20' See Sheet F.3

Construct concrete box culvert.

Embankment width construction

11' D x 14' W partial

Concrete box culvert

9'

3' section and place them along the riprap bank and the new channel.

the proposed culvert and channel, move fiber rolls from the detour

1. After the detour is removed, and before water is allowed to flow in

[3]

[4]

NO SCALE

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS DENA 10(46) AK

U S

C c p w w o r k d d e n a d d .d g n e b r u a r y

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

STATE PROJECT

NUMBER

SHEET

E.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS DENA 10(46) AK

U S

C c p w w o r k d d e n a d e .d g n

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

When specified replace the portion of the diversion channel through the roadway embankment with temporary culvert. Compact temporary culvert backfill using one of the methods listed in Subsection 204.11(a).

See Erosion Control Section for temporary culvert diameter, riprap class, channel dimensions and quantities.

Use plastic liner or riprap along the entire length and width of the temporary diversion channel.

Construct channel at a minimum grade of 0.5 percent.

Do not construct with longitudinal joints if using a plastic liner. Bury the upstream edge of the liner a minimum of

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

NOTE:

with plastic liner or riprap

Temporary diversion channel

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS DENA 10(46) AK

U S

C c p w w o r k d d e n a d f.

d g n

A p r il

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

10.4 x 16 20301 -1900

20702 -0300

25101 -0300

60103 -0000

60221 -4600

64703 -6000

64704 -1000

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

G

EO

TE

X

TI

LE

F

IL

TE

R

C

LA

S S

TY

PE

C

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

(G O

V

ER

N M

EN

T

FU

R N

IS

H

ED

C O

N C R

ET

E, H

EA

D

W A

LL

(W

IT

H

W

IN

G W

A

LL

S

F

EE

T

S

PA

N

F

EE

T

R

IS

E R

EI

N

FO

R C

ED

C

O N

C R

ET

E B O

X

U

LV

ER

T, S

IN

G

LE

B

A R R

EL

M

IT

IG

A

TI

O N

FI

S H

P A S S A G

E B O

U

LD

ER

(2

6-

IN

C H

T O

4-

IN

IA

M

IT

IG

A

TI

O N

S

TR

EA

M

ED

TE

R

IA

L( C O

N S

ER

V

ED

F R O

A N

N

EL

S K

EW

A N

G

LE

A llo w ab le P ip e

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

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH SQYD CUYD EACH LNFT EACH CUYD Lt Rt

MP 62.7 1 2184 2 160 64 2 30 15 231 C

MP 63 1 1409 1 160 64 2 30 15 270 C

PROJECT TOTAL 3593 3 320 128 4 60 30 501

Allowable Pipe Material A Aluminum AS Aluminized steel C Concrete

NOTE: GS Galvanized steel Pay Item 64704-1000 Mitigation Streambed Materal (Conserved from Channel) P Plastic includes 235 cuyds of culvert barrel infill material shown on sheet F.6 (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d0

D ra in ag e.

xl sx ]S he et

4- M ar -2

:1

R

M ea do w s 3/

K H ar ri so n 3/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

NPS DENA 10(46)AK

NPS PMIS No. 148115a NPS Drwg. No. 184/80,299

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

0 10 20 30 40 50 60 7060 50 40 30 20 1070

8090100110120130140 80 90 100 110 120 130 140

3630 3630

F.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a e b .d g n

AK NPS DENA 10(46)

a r c h e a d o

L e

C h e c k e d b y

D e s ig n e d b y

SCALE IN FEET

0 1010 20 30

N

PIPE INLET OUTLET

ACTIVE CHANNEL WIDTH: 8 feet

LENGTH: 30 feet

INFILL TYPE: SBM

SPAN: 14'-0"

TYPE: Conserved

HYDRAULIC INFORMATION

100 100

OHW : 1.0 feet

HW : 2.3 feetQ : 221 cfs

PIPE SLOPE: 0.0 ft/ft

RISE: 11'-0"TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

BEVEL: None BEVEL: None

LOWER BEVEL HEIGHT: None LOWER BEVEL HEIGHT: None

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 4.0 feet BURIAL DEPTH: 3.1 feet

FLOWLINE SLOPE: 0.030 ft/ft

FISH SPECIES: Arctic grayling

INV N/E/EL: 3630.5 INV N/E/EL: 3630.5Q : 53 cfs

Fil l21 .61

Flow

PLAN & PROFILE

AOP CULVERT

KRIER'S CREEK - MP 62.7

INSTREAM WORK WINDOW:

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

New channel bank top

90.5°

0.030 Ft/Ft

New precast headwall (L-18') New precast headwall (L-18')

Proposed road grade

Proposed roadLC Flowline

(L=30') concrete box culvert

New 14' x 11' precast

Match existing stream bottom

Existing stream bottom locate as needed

Temporary flow barrier,

0.030 ft/ft

Existing channel edge

LC New culvert

Station 104+09.6

Existing channel edge

New channel bank top

Proposed roadLC

LCExisting road locate as needed

Temporary flow barrier, Mitigation streambed material barrier, locate as needed

Temporary flow concrete box culvert (L30')

New 14' x 11' precast barrier, locate as needed

Temporary flow

New precast headwall (L-18') (typ.)

New precast headwall (L-18') (typ.)

Top of wall, elev. 3643.0' Top of wall, elev. 3643.0'

Cutoff wall, elev 3626.5'Cutoff wall, elev 3626.5'

Floor elevation 3630.5'

V

H

0.030 ft/ft surface profile 100-yr water class 3 (Government furnished)

Placed riprap, method A, (Government furnished)

Placed riprap, method A, class 3

Removal of pipe culvert

Removal of headwall (gabion basket)

Flow

Placed riprap, method B, class 3

Geotextile filter, class 1, type C

ELEVATIONS

AOP CULVERT

KRIER'S CREEK - MP 62.7

F.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a e c .d g n

AK NPS DENA 10(46)

a r c h

H a r r is

L e

C h e c k e d b y

D e s ig n e d b and headwalls.

precast concrete culvert to wingwalls and

Match texture and color of outside face of [1]

[1]

[1]

FOOTNOTE:

CULVERT OUTLET

CULVERT INLET

TYPICAL CULVERT CHANNEL

TYPICAL RIPRAP PLAN

wingwall

Precast footing

Wingwall

& stream culvert wall culvert

Box

NO SCALE

class 1, type C

Geotextile filter, class 1, type C

Geotextile filter, class 1, type C

Geotextile filter, class 1, type C

Geotextile filter, 6'-0"

(See Sheet F.7 and F.8)

* Tilt riprap to match proosed side slopes.

(See Sheet F.7 to F.8)

LC

(Government furnished) method A, class 3*

Placed riprap, NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

Channel bank top

Flowline

TOW, elev 3643.0'

Elev 3642.5'

Floor elev 3630.5'

8'-0"

4'-0"

3'-0" 3'-0"

Remove existing 45x70" CMP arch culvert

Precast concrete cutoff wall

18'-0"

Channel bank top

Flowline

TOW, elev 3643.0'

Elev 3642.5'

Floor elev 3630.5'

Remove existing 45x70" CMP arch culvert

24'-0"

5'-0"

Mitigation streambed material

Elev 3626.5'

24'-0"

5'-0" 18'-0"

Elev 3626.5'

1'-0"

Precast concrete cutoff wall

Mitigation streambed material

1'-0" transition to existing stream channel shape and locate for smooth

Overbank surface, concrete box culvert

14' x 11' precast

Proposed streambed grade

Wingwall footing (typ.)

transition to existing stream channel shape and locate for smooth

Overbank surface, concrete box culvert

14' x 11' precast

Proposed streambed grade

Wingwall footing (typ.)

upstream

Existing grade, downstream

Existing grade, 2-yr water surface

2-yr water surface

100-yr water surface

100-yr water surface

(Government furnished)

Placed riprap, method A, class 3*

(Government furnished)

Placed riprap, method A, class 3*

Profile grade

Profile grade class 7-form liner finish headwall with

Precast colored with class 7-form liner finish (typ.)

Precast colored wingwall with class 7-form liner finish

Precast colored headwall with class 7-form liner finish (typ.)

Precast colored wingwall

0 10 20 30 40 50 60 7060 50 40 30 20 1070

8090100110120130140 80 90 100 110 120 130 140

PIPE INLET OUTLET

ACTIVE CHANNEL WIDTH: 8 feet

LENGTH: 30 feet

INFILL TYPE: SBM

SPAN: 14'-0"

TYPE: Conserved

HYDRAULIC INFORMATION

100 100

OHW : 2.0 feet

HW : 4.5 feetQ : 378 cfs

PIPE SLOPE: 0.0 ft/ft

RISE: 11'-0"TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

BEVEL: None BEVEL: None

LOWER BEVEL HEIGHT: None LOWER BEVEL HEIGHT: None

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 5.23 feet BURIAL DEPTH: 4.9 feet

FLOWLINE SLOPE: 0.011 ft/ft

FISH SPECIES: Arctic grayling

INV N/E/EL: 3612.9 INV N/E/EL: 3612.9Q : 98 cfs

PLAN & PROFILE

AOP CULVERT

LITTLE STONY CREEK - MP 63

INSTREAM WORK WINDOW:

N

PIPE INLET OUTLET

ACTIVE CHANNEL WIDTH: 8 feet INFILL TYPE: SBM

SPAN: 14'-0"

TYPE: Conserved

HYDRAULIC INFORMATION

100 100

OHW : 2.0 feet

HW : 4.5 feetQ : 378 cfs

PIPE SLOPE: 0.0 ft/ft

RISE: 11'-0"TYPE: Concrete Box Culvert

WALL THICKNESS: 12 in

BEVEL: None BEVEL: None

LOWER BEVEL HEIGHT: None LOWER BEVEL HEIGHT: None

HEADWALL: Precast Concrete HEADWALL: Precast Concrete

BURIAL DEPTH: 4.9 feet

FLOWLINE SLOPE: 0.011 ft/ft

FISH SPECIES: Arctic grayling

INV N/E/EL: 3612.9 INV N/E/EL: 3612.9Q : 98 cfs

SCALE IN FEET

0 1010 20 25

F.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a e d .d g n

AK NPS DENA 10(46)

a r c h

R

M e a d o w s

S

L e o n

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

0.011 Ft/Ft

1V

1H

New precast headwall (L-18')

New precast headwall (L-18')

Existing channel edge

LC New culvert

Station 420+78.5

Existing channel edge

New channel bank top

Proposed roadLC

LCExisting road locate as needed

Temporary flow barrier, Removal of pipe culvert

Proposed road grade Proposed roadLC

Flowline

(L=30') concrete box culvert

New 14' x 11' precast

Match existing stream bottom Existing stream bottom locate as needed

Temporary flow barrier,

0.011 ft/ft

0.011 ft/ft

.8 materialMitigation streambed concrete box culvert (L30')

New 14' x 11' precast barrier, locate as needed

Temporary flow

New precast headwall (L-18') (typ.)

New precast headwall (L-18') (typ.)

bank top

New channel

Top of wall, elev. 3625.4'

Cutoff wall elev. 3608.9'Cutoff wall elev. 3608.9'

Top of wall, elev. 3625.4'

Floor elevation 3612.9' locate as needed barrier, Temporary flow surface profile 100-yr water class 3 (Government furnished)

Placed riprap, method A, class 3 (Government furnished)

Placed riprap, method A, Placed riprap, method B, class 3

Geotextile filter, class 1, type C

Flow

F.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a e e .d g n

AK NPS DENA 10(46)

a r c h

R

M e a d o w s

S

L e o n

C h e c k e d b y

D e s ig n e d b

ELEVATIONS

AOP CULVERT

LITTLE STONY CREEK - MP 63

and headwalls.

precast concrete culvert to wingwalls and

Match texture and color of outside face of [1]

[1]

[1]

FOOTNOTE:

CULVERT INLET

CULVERT OUTLET

TYPICAL CULVERT CHANNEL

NO SCALE

TYPICAL RIPRAP PLAN

wingwall

Precast footing

Wingwall wall culvert

Box class 1, type C

Geotextile filterclass 1, type C

Geotextile filter class 1, type C

Geotextile filter class 1, type C

Geotextile filter

6'-0"

* Tilt riprap to match proposed side slopes.

& stream culvert LC

(Government furnished) method A, class 3*

Placed riprap, NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

Existing grade, upstream

Channel bank top

Flowline

Remove existing 72" CMP culvert

Channel bank top

Flowline

Remove existing 72" CMP culvert

8'-0"

4'-0"

3'-0" 3'-0"

Existing grade, downstream

18'-0"

18'-0"

Mitigation streambed material

24'-0"

5'-0" 1'-0"

Mitigation streambed material

1'-0"

24'-0"

5'-0" to existing stream channel and locate for smooth transition

Overbank surface, shape concrete box culvert

14' x 11' precast to existing stream channel and locate for smooth transition

Overbank surface, shape

Proposed streambank grade concrete box culvert

14' x 11' precast

Wingwall footing (typ.)

Wingwall footing (typ.)

Profile grade

Profile grade

Precast concrete cutoff wall see Sheets F.7 and F.8

TOW elev.3625.4

Elev. 3624.9

Floor elev. 3612.9

Elev. 3608.9

Elev. 3624.9

TOW elev. 3625.4

Floor elev. 3612.9

Elev. 3608.9

Precast concrete cutoff wall see Sheets F.7 to F.8 surface

100-yr water surface

2-yr water

2-yr water surface surface100-yr water

(Government furnished)

Placed riprap, method A, class 3*

(Government furnished)

Placed riprap, method A, class 3* with class 7-form liner finish (typ.)

Precast colored wingwall with class 7-form liner finish (typ.)

Precast colored wingwall form liner finishclass 7-headwall with

Precast colored class 7-form liner finish headwall with

Precast colored

PLAN

F lo w A A

B

B

NOTE:

FOOTNOTE:

3.

2.

1.

[1]

[5]

Stagger in-channel fish passage boulder within the culvert span.

sediment, streambed cobble, and bank stone gradations.

See Special contract Requirements Section 647 for streambed

Mix streambed cobbles evenly throughout streambed sediment.

See Sheet F.1 for all quantities.

Quantities shown in table are Culvert Barrel Infill Quantities.[5]

18-inches (min.) or as specified on plan sheet.[4] of the smallest dimension.

3 Embed fish passage boulders within active channel at [3] streambed sediment.

Construct well defined banks with bank stone and[2] parabolic shape.

Slope streambed aggregate towards flowline to ensure[1]

LOCATION

(FT)

D

(FT)

(IN)

GRADATION

COBBLE

STREAMBED

(CUYD)

COBBLE

STREAMBED

(CUYD)

SEDIMENT

STREAMBED

8 Class D 15 20

(CUYD)

STONE

BANK

14 3020

120 30 40

(EACH)

BOULDER

FP

58MP 62.7

14 8 Class D 25 62 30 15 20MP 63

INTERIOR TREATMENT

STREAM CULVERT

SIMULATED

(IN +/- 4)

BOULDER DIAMETER

FISH PASSAGE (FP)

MITIGATION,

CULVERT BARREL INFILL INFORMATIONAL QUANTITIES F.6

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c p w w o r k d d e n a e f.

d g n

AK NPS DENA 10(46)

a r c h e a d o

L e

C h e c k e d b y

D e s ig n e d b y

SECTION A-A

Flow

D2

SECTION B-B

LC

Culvert wall

D

D ty p

D ty p

(typ.)

(typ.)

36" min.

or Length on plan sheet

Culvert outlet

Culvert inlet

W

Channel flowline

[2]Bank stone b u r ia l d e p th passage boulder

Mitigation, fish sediment Streambed

Channel flowline

Streambed cobble

Streambed sediment

Streambed cobble

Streambed sediment

[2]Bank stone

[3]Mitigation, fish passage (FP) boulder passage (FP) boulder

Mitigation, fish top Streambed

Interior culvert wall

Box invert

Bottom of Box

Top headwall

Box crown

SECTION A-A

SECTION B-B

SHEET 1 of 2

STRUCTURAL DETAILS

BOX CULVERT

Bottom of Cutoff Wall

F.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d d e n a e g .d g n

AK NPS DENA 10(46)

a r c h

R

M e a d o w s

S

L e o n

C h e c k e d b y

D e s ig n e d b y

GENERAL NOTES:

BOX CULVERT BEDDING DETAIL

R is e

Span Thickness in 6" lifts

Soil compacted along both sides

" Bevel2 1" x 22

NO SCALE

Bedding materialSpan + 4'

B B

BOX CULVERT PLAN

plates per manufacturer and install connector and wingwall joint (typ.), mastic wrap along culvert

Water tight grout and

A

A

6'-0"6'-0" shop drawings.

provide dimensions per are nominal dimensions, Dimensions shown on plans

12" depth (min.)

Bedding material, Base slab

10" (min.)

sections (typ.)

manufacturer between precast

Install tie rods or connector plates per

1V 1V

1H 1H spacing per manufacturer

Watertight box joint

30'-0" ty p along both sides (typ.)

" Bevel2 1" x 22 precast sections (typ.)

manufacturer between connector plates per

Install tie rods or connection plates (typ.)

Embedded per manufacturer

Weep holes

(per manufacturer)

Wire mesh material, 12" depth

Bedding

12" (min.)

finish over entire panel

Provide Class 7 form liner form liner finish

Provide class 7 zone reinforcement

Concrete

2"

Clear

Friction angle: 36 degrees.

Factored bearing resistance: 6 kips per square foot.

Unit weight: 125 lb per cubic foot.

SOIL:

where class 7 finishes are not required.

Provide 2-inch minimum concrete cover to reinforcements

ASTM A1064.

(ASTM, A615) grade 60, or welded wire reinforcing conforming to

Furnish reinforcing steel bars conforming to AASHTO M31, deformed

REINFORCING STEEL:

and headwalls according to Section 601.

Provide class 7 form liner colored concrete wing walls

-inch.2 1Chamfer all exposed edges 2 compressive strength f'c=5000 psi.

Furnish minor concrete with minimum 28-day design

CONCRETE:

HL-93.

LIVE LOAD:

Soil: 125 lb per cubic foot.

Concrete: 150 lb per cubic foot.

DEAD LOAD:

latest edition.

accordance with AASHTO LRFD Bridge Design Specifications, Design cut -off walls, headwalls, wingwalls, and footings in

Design precast culverts in accordance with Section 602.

DESIGN:

plates per manufacturer between precast sections.

Contract Requirements Section 104. Install tie rods or connector plans and provide shop drawings for review by the CO. See Special walls conforming ASTM-C1577 and to the grades shown in the

Provide precast concrete culverts, headwalls, wingwalls, and cutoff

ASSHTO LRFD Bridge Design Specifications, latest edition.

FP-14 (U.S. Customary).

Construction of Roads and Bridges on Federal Highway Projects, Federal Highway Administration Standard Specifications for

Detail is for general information only.

CONSTRUCTION:

CONCRETE FINISH DETAIL

CLASS 7 FORM LINER

rough texture Provide abstract

1"

TEXTURE DETAIL

finish on culvert end Provide Class 7 form liner finish on culvert end Provide class 7 form liner

" (min.)2 12'-6

SECTION PROFILE

SHEET 2 of 2

STRUCTURAL DETAILS

BOX CULVERT

CONNECTION PLATE DETAIL (TYP.)

F.8

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d d e n a e h .d g n

AK NPS DENA 10(46)

a r c h

R

M e a d o w s

S

L e o n

C h e c k e d b y

D e s ig n e d b y

15°

O Ring if required

(ref.)

"8

"2 for 1"Ø joint tie

"Ø Hole4

R is e

DETAIL

HEADWALL AND CUTOFF WALL

Span

P e r p la n culvert manufacturer)

Cutoff wall (per precast

" (ref.)8 permitted when precast

Tapered holes

Bedding material, 12" depth culvert manufacturer)

Headwall (per precast

Cutoff wall (per precast culvert manufacturer)

" (max.)2 12'-9

"2 on top and sides

(outside joint) mastic joint wrap

Grout and 9" wide box culvert

Inside of Non-shrink grout

V a r ie s

" Gap2

1¼" Mastic rope foam gasket

Closed cell

R is e

Outside of box culvert and wingwall joint wrap along culvert

Grout and mastic plate assembly

Welded connection

Headed stud concrete culvert

Precast concrete wingwall

Precast

P e r p la n spaced 2'-6" (max.)

No. 8 dowels

3" dia. holes with spaced 2'-6" (max.)

No. 8 dowels

3" dia. holes with

1'-3" (min.)

1'-5" (max.)

over pipe joint fastener

Do not install ty p m a x

CONCRETE PIPE TIE (TYP.)

SECTION (TYP.)

WATERTIGHT BOX JOINT

1. See General Notes, Sheet F.7.

NOTE:

12"

12"

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a n a .d g n

AK NPS DENA 10(46)

e b r u a r y

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b

,6

.0

+1.4836%

60' VC

-0.6000%40' VC

+0.1333%

40' VC

+0.7692%

40' VC

-0.2176%

,6

.6

,6

.4

,6

.6

YIELD

TO

ONCOMING

TRAFFIC

YIELD

TO

ONCOMING

TRAFFIC

ROAD

CLOSED

ROAD

CLOSED

ONE LANE

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

N

P C

.3

P T

.6

P C

.9

P

T

.9

P C

.1

P T

.5

P C

.1

P T

.6

0+002+005+006+008+00 7+00 4+00 3+00 1+00

CUYD

EXC.

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

PLAN AND PROFILE

MP 62.7

TRAFFIC DIVERSION

5 (See Sheet E.1)

1271 (See Sheet E.1)

G.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a n b .d g n

AK NPS DENA 10(46)

a r c h

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

W20-4 R12aP

R1-2

R11-2

R1-2

R12aP

W20-4

R1-6L

R1-6R

Temporary 20' wide min. detour road high intensity flashing waring light

Type III barricade with a type B

R11-2

BEGIN TRAFFIC

DIVERSION DET1DIVERSION DET1

END TRAFFIC

Proposed diversion centerline

NOTE:

1.

Diversion profile

Existing ground

Section and Details.

See Sheet E.2 for Detour Road Typical

El. = 3634.40

E = 1601841.45

N = 3454643.33

El. = 3638.15

E = 1601140.00

N = 3454259.79

.1

.4 warning light type B high intensity flashing

Type III barricade with

108+00.00; Offset 4.55 RT

8+37.67; Offset 0 =

100+00.00; Offset 6.52 RT

0+07.19; Offset 0 =

,6

.2

150' VC

,6

.2

,6

.8

,6

.8

,6

.6

+3.34%

+5.17%

-1.15%

+0.76%

N

YIELD

TO

ONCOMING

TRAFFIC

YIELD

TO

ONCOMING

TRAFFIC

ROAD

CLOSED

ROAD

CLOSED

ONE LANE

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

P C

.5

P T

.0

P C

.5

P T

.9

P C

.5

P T

.6

P C

.0

P T

.1

P O

T

.0

EXC.

CUYD

601+00603+00604+00605+00

3615 3615

3620 3620

3625 3625

3630 3630

600+00602+00606+00

PLAN AND PROFILE

MP 63

TRAFFIC DIVERSION

1 4

,6

.2

G.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d d e n a n c .d g n

AK NPS DENA 10(46)

a r c h

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

R12aP

R1-2

R1-6L

R11-2 R11-2

R1-2

R12aP

R1-6R

W20-4

W20-4

NOTE:

DIVERSION RDET

END TRAFFIC DIVERSION RDET

BEGIN TRAFFIC

flashing warning light type B high intensity

Type III barricade with

422+43.77

604+46.10 = 419+37.19

601+27.59 =

100'-0"

Truck turn around 1.

Diversion profile

Existing ground

Section and Details.

See Sheet E.3 for Detour Road Typical wide min. detour road

Temporary 20' diversion centerline

Proposed

0 (See Sheet E.1)

761 (See Sheet E.1)

El. = 3624.29

E = 1600142.33

N = 3453713.18

El. = 3625.63

E = 1599872.87

N = 3453566.94

MINIMUM DISTANCE TO SIGN

WOOD POST SELECTION TABLE

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

Location

Rural Districts

Residence Districts

Business or exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

NO SCALE

W633-7

REVISED:

DETAIL APPROVED FOR USE 10/2009

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

WOOD POSTS

INSTALLATION

PERMANENT SIGN

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS DENA 10(46) AK

U S

C c p w w o r k d d e n a n d .d g n

F e b r u a r y

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

Direction of traffic flow

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

E d g e o f s h o u ld e r

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

E d g e o f s h o u ld e r

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

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

E d g e o f s h o u ld e r

See table for hole size post, parallel to sign face.

Field drill holes through a secondary sign mounted below another sign.

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

E d g e o f s h o u ld e r

Finish ground line rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

W

0.15X0.35X0.35X0.15X ty p

Z

.5

Y

H

H

H

V Y

Backfill material

W

0.125X0.25X0.25X0.25X0.125X

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

Backfill material

.5

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

For all retroflectorized signs where W > 25'

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

6" x 8" when located within the clear zone or if the post

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

Expressway / Freeway

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS DENA 10(46) AK

U S

C c p w w o r k d d e n a n e .d g n e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

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

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

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

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

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

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

NPS Drwg. No. 184/80,299

NPS PMIS No. 148115A

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

NOTE:

LENGTH AND SPACING TABLE

APPROACH

SPEED*

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

* Approach speed based on the regulatory posted speed, not the advisory speed.

BUFFER SPACE

LENGTH

Expressway / Freeway

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

635-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS DENA 10(46) AK

U S

C c p w w o r k d d e n a n f.

d g n e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

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

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

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

(See Length and

Spacing Table)

1.

2.

3.

4.

5.

6.

(See Length and

Spacing Table)

WORK SPACE

G20-2

See Note 4

W20-1

See Note 4

W3-4

W16-2P

(optional)

W20-7

BUFFER SPACE

NOTE:

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

Flagger location

Flagger location

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

635-13

(WITH TEMPORARY BARRIER)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS DENA 10(46) AK

U S

C c p w w o r k d d…