wa-ef-gifpn2020-1-1_PLAN_pre-ad-package.pdf

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

PROJECT MANAGER

C. WARREN

N

PARK

NATIONAL

CASCADES

NORTH

u n d o S t e g u

P

P A

C I F I C

O C

A E

N tS raitof Juan de Fuca

OC

LU

MBIA

R

IV

ER

A S N

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

PARK

NATIONAL

OLYMPIC

N.P.

RAINIER

MOUNT

MON.

NAT'L VOLC.

ST. HELENS

MOUNT

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

PLANS PREPARED BY

SCALE IN MILES

0 6 12 186

GIFFORD

PINCHOT

NATIONAL

FOREST

St. Helens

Mount

Adams

Mount

Rainer

Mount

LAKE

SPIRIT

RIMROCK LAKE

LAKE

BUMPING

LAKE

RIFFE

LAKE

ALDER

MP 0.9

NF-2810

MP 1.3

NF-2810

1.0, 1.1, 1.2

MP 0.6, 0.9,

NF-5900

RANDLE

PACKWOOD

ELBE

GLENOMA

RESERVATION

INDIAN

YAKAMA

MP 3.3

NF-8500

MP 13.1

NF-2500

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

2020, PHASE 1

GIFFORD PINCHOT REPAIRS

TYPE OF CONSTRUCTION:

special rock embankment culvert replacement, roadway aggregate, MSE wall, Asphalt concrete pavement patching, deep patch, DESIGN DESIGNATION:

e (max) V

ADT (2044)

ADT (2024)

0.06

20 MPH

<400 <400

SPECIFICATION:

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SITE WORK - 9 LOCATIONS

PLANS FOR PROPOSED PROJECT

WA ERFO FS GIFPN603 2020-1(1)

APPROVED:

Western Federal Lands Highway Division Chief of Engineering, DATE

SKAMANIA COUNTY, WASHINGTON

GIFFORD PINCHOT NATIONAL FOREST

:0

P

M

J a n u a ry

T it le

S h e e t c p w

-w o rk

\d \w a -e f-g if p n -1

-1 g e n .d g n

PROJECT

NUMBER

SHEET

A.1

WA ERFO FS GIFPN603 2020-1(1)

PRELIMINARY - N

OT FOR CONSTRUCTION

WA ERFO FS GIFPN603 2020-1(1) A.2

N

N

N

SCALE IN MILES

0 0.5 1.0 1.50.5

SCALE IN MILES

0 0.5 1.0 1.50.5

SCALE IN MILES

0 0.5 1.00.5

SCALE IN MILES

0 0.5 1.00.5

C o p p e r

C r e e k

N is q u a ll y

River to Olympia

60 miles

Cave

Creek

C a tt

C re e k to O ly m p ia m ile s

Be nh am

Creek

Ir o n

C re e k

Y e llo w ja c k e t

C re e k to O ly m p ia m il e s to O ly m p ia m ile s

MP 0.9

NF-2810

MP 1.3

NF-2810

MP 13.1

NF-2500

MP 3.3

NF-8500

MP 0.6

NF-5900

MP 1.0

NF-5900

MP 1.2

NF-5900

MP 0.9

NF-5900

MP 1.1

NF-5900

:2

D e c e m b e r

V ic in it y M a p s p w w o r k \d

\w a e f g if p n g e n .d g n

VICINITY MAPS

PROJECT

NUMBER

A.3

C

/ i fosOng culvert

Apparent centerline

Remove pavement according to Subsection 418.04(b)

Existing pavement

Existing base course

Asphalt concrete, Type II, 4-inch depth

Edge of existing road

A Asphalt conc,ete

1/ 24-lnch pipe culvert pavement patch, type 2

\I

235'

Soil erosion control, fiber roll

Tack coat according to Section 412 around patch perimeter

Top of existing pavement

Remove damaged pavement, base and subgrade material to a depth of 4-inches

Select borrow

18" typ.

5' typ.

ASPHALT CONCRETE

PAVEMENT PATCH, TYPE 2

Existing ground �

NOTE:

1. Site not surveyed. Horizontal alignment is a representation. Adjust to fit field conditions.

Match existing • ditch flowline

24-inch pipe culvert

8' typ.

PROJECT

WA ERFO FS GIFPN603 2020-1(1)

SHEET

NUMBER

C.1

Roadway aggregate, method 2, 6-inch compacted depth

Emulsified asphalt pavement, 4-inch compacted depth

Geogrid, stabilization f I Profile grade (match existing)

I Asphalt concrete pavement patch, type 2

Match existing crown

24-inch pipe culvert

Separation-stabilization, geotextile class 1, type A (Non-woven)

SECTION A-A

Excavation limit

Match existing ditch flowline

NF-2500 MP 13.1

(existing 95" x 67" pipe culvert)

Remove and reset

Edge of existing road

Apparent centerline

LC

Existing ground ditch flowline

Match existing ditch flowline

Match existing

(existing 95" x 67" pipe culvert)

Remove and reset

12-inch compacted depth

Roadway aggregate, method 2, Match existing crown Match existing crown

SECTION A-A

Soil erosion control, fiber roll

A

A

:FOOTNOTE

[1] This work to be performed according to standard drawing 602-3 (see Sheet N.4)

[1]

Profile grade (match existing)

NOTE:

Site not surveyed. Horizontal alignment is a representation. Adjust to fit field conditions.

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

1.

N

NF-2

e x is ti n g r o a d w id th

:2

A a n u a r y

N

F -2

M

P

.9 p w w o r k

\d

\w a e f g if p n p ln

.d g n

NF-2810 MP 0.9

PROJECT

NUMBER

D.1

(existing 112" x 75" pipe culvert)

Remove and reset

Edge of existing road

Apparent centerline

LC

(existing 112" x 75" pipe culvert)

Remove and reset Existing ground ditch flowline

Match existing ditch flowline

Match existing

Existing ground

12-inch compacted depth

Roadway aggregate, method 2, Soil erosion control, fiber roll

SECTION A-A

A

A e x is ti n g r o a d w id th

FOOTNOTE:

[1] This work to be performed according to standard drawing 602-3 (see Sheet N.4)

[1]

Match existing crown Match existing crown

Profile grade (match existing)

NOTE:

1. Site not surveyed. Horizontal alignment is a representation. Adjust to fit field conditions.

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

N

NF-2810

:5

F e b r u a r y

N

F -2

M

P

.3 p w w o r k

\d

\w a e f g if p n p ln

.d g n

NF-2810 MP 1.3

PROJECT

NUMBER

WA ERFO FS GIFPN603 2020-1(1) E.1

Special rock embankment

Select granular backfill

Existing ground 4' bench

18" typ.

Height, H

10' typ.

2% slope2% slope class 1, type A (Non-woven)

Separation-stabilization geotextile

Roadway aggregate, method 2 wall, welded wire fence

Mechanically stabilized earth

Geogrid stabilization

4' typ.

2' typ.

Existing ground

Select granular backfill

Special rock embankment

2% slope 2% slope

20' typ.

Roadway aggregate, method 2

Geogrid, stabilization wall, welded wire fence

Mechanically stabilized earth class 1, type A (Non-woven)

Separation-stabilization geotextile

SPECIAL ROCK EMBANKMENT (LT)

HALF WIDTH MSE WALL AND

SPECIAL ROCK EMBANKMENT (LT)

FULL WIDTH MSE WALL AND

8:1

8:1

Profile grade

Profile grade

:0 a n u a r y

L

T D

E T

A

IL

S p w w o r k

\d

\w a e f g if p n ty p

.d g n

NF-5900 TYPICAL SECTIONS

PROJECT

F.1

Existing ground

Select granular backfill

Special rock embankment

2% slope 2% slope

20' typ.

Roadway aggregate, method 2

Geogrid, stabilization wall, welded wire fence

Mechanically stabilized earth class 1, type A (Non-woven)

Separation-stabilization geotextile

SPECIAL ROCK EMBANKMENT (RT)

FULL WIDTH MSE WALL AND

8:1

Profile grade

:0 a n u a r y

R

T D

E T p w w o r k

\d

\w a e f g if p n ty p

.d g n

NF-5900 TYPICAL SECTIONS

PROJECT

F.2

(ALL LIFTS)

LIFT DETAIL

Top of form

4" x 4" - W5 x W5 galvanized

Welded wire form

Transverse wire, typ.

Longitudinal wire, typ.

(a p p ro x

Reinforcement Geotextile, Type I (woven)

Support struts, W4

(PROFILE VIEW)

WELDED WIRE FORM LAYOUT DETAIL

min.

multiple lifts wall edge at

Wall end or

3'

8'

Stagger form joints, typ.

18" (typ.)

18"

8'

WELDED WIRE FORM DETAIL

Longitudinal wires

Transverse wires

Top of form

18"

Place edge of wire form inside of adjoining wire form for support

4" x 4" - W5 x W5 galvanized

Support struts

FOOTNOTE:

manufacturer.

Spacing and use of support strut to be determined by the the designed alignment curvature.

requriements, and field cut bottom transverse wires to meet

Field cut transverse wires to meet welded wire form layout support strut lengths.

The contractor is responsible for determining the appropriate

(PLAN VIEWS)

CURVE RIGHT WALL FACE

Backside separation acceptable

Reinforcement length L

Wall face

TANGENT WALL FACE

Wall face

CURVE LEFT WALL FACE

Backside overlap acceptable

Wall face

Reinforcement length L

GEOTEXTILE BUTT DETAIL

Reinforcement length L wall face without overlap

Butt adjacent geotextile at wall face without overlap

Butt adjacent geotextile at wall face without overlap

Butt adjacent geotextile at

Adjacent geotextileAdjacent geotextile Adjacent geotextile backside without overlap

Butt adjacent geotextile at

[1]

[2]

[2]

[2]

[3]

[3]

[1

:0 a n u a r y

W e ld e d

W ir e D e ta il s p w w o r k

\d

\w a e f g if p n ty p

.d g n

WELDED WIRE DETAILS

PROJECT

NUMBER

F.3

PI 31+43.65

Δ = 25°05'46" (LT)

R = 400.00' T = 89.03' L = 175.20' e = ___

N74°13'27" E

P C

.6

P T

.8

1 3

CP

5/8" IR W/FHWA ALUM CAP23102

GPS

SPIKE

23103

GPS

SPIKE

23104 P. C.

P. C.

N

NF-5900 MP 0.6

BEGIN

Existing ground

Profile grade

Line to be constructed Slope stake limits

EL= 2,073.65'

E= 1275461.3926 N= 522658.5700 31+00

Full width MSE wall and SRE (RT) 33+50 to 36+94

(30') 36-inch pipe culvert 33+73

Clearing limits

Soil erosion control, fiber roll

31+00 32+00 33+00 34+00

2,050 2,050

2,060 2,060

2,070 2,070

2,080 2,080

2,090 2,090

2,100 2,100

2,110 2,110

2,120 2,120

,0

.6

+13.9 2%

+9.94%

.9

.1

' VC151

38K =

'347SSD =

:1

F e b ru a ry

N

F -5

M

P

.6 P

L A

N -P

R O

F p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g n

NF-5900 MP 0.6 PLAN-PROFILE

PROJECT

G.1

PI 35+20.01

Δ = 17°01'13" (RT)

R = 300.00' T = 44.89' L = 89.12' e = ___

PI 37+39.79

Δ = 58°44'54" (LT)

R = 110.00' T = 61.92' L = 112.79' e = ___

S88°45'20"E

N °2

9' "E

P C

.8

PT 37+

90.66

P C

.1

P T

.2

SPIKE

P. C.

CP

SPIKE

23105

N

NF-5900 MP 0.6

END

Line to be constructed

Slope stake limits

Existing ground

Profile grade

EL= 2,141.53'

E= 1276078.0142 N= 522759.6312 37+30

33+50 to 36+94 Full width MSE wall and SRE (RT)

(30') 36-inch pipe culvert 35+94

Clearing limit

Clearing limit

Soil erosion control, fiber roll

35+00 36+00 37+00 38+00

2,090 2,090

2,100 2,100

2,110 2,110

2,120 2,120

2,130 2,130

2,140 2,140

2,150 2,150

+9.94%

+10.51

.1

.5

HLSD = INF'

K = 261

151' VC

:1

F e b ru a ry

N

F -5

M

P

.6 P

L A

N -P

R O

F

IL

E C

O N

T 'D p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g n

NF-5900 MP 0.6 PLAN-PROFILE

PROJECT

G.2

PI 46+09.24

Δ = 34°38'35" (RT)

R = 200.00' T = 62.38' L = 120.93' e = ___

PI 43+54.84

Δ = 12°46'52" (LT)

R = 400.00' T = 44.80' L = 89.23' e = ___

PI 47+22.99

Δ = 10°53'40" (LT)

R = 200.00' T = 19.07' L = 38.03' e = ___

N77°4 8'42"

E S67°32'43"E

P T

.2

P C

.9

P T

.9

P C

.8

P T

.7

CP

5/8" IR W/FHWA ALUM CAP

23107

P. C.

CP

SPIKE

23108

P. C.

N

NF-5900 MP 0.9

BEGIN

NF-5900 MP 0.9

END

EL= 2,215.23

E= 1276638.9529 N= 522993.3539 44+00

EL= 2,247.45'

E= 12769787127 N= 522987.1902 47+50

Existing ground

Profile grade

Line to be constructed

Slope stake limits

Full width MSE wall and SRE (RT) 45+70 to 46+56

(30') 36-inch pipe culvert 46+24 control, fiber roll Soil erosion

Clearing limits

Clearing limits

44+00 45+00 46+00 47+00

2,200 2,200

2,210 2,210

2,220 2,220

2,230 2,230

2,240 2,240

2,250 2,250

2,260 2,260

,2

.2

+11.7 5%

+7.56%

.3

.2

' VC151

36K =

'333SSD =

:2

F e b ru a ry

N

F -5

M

P

.9 P

L A

N -P

R O

F p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g n

NF-5900 MP 0.9 PLAN-PROFILE

PROJECT

H.1

PI 52+07.20

Δ = 41°13'25" (RT)

R = 110.00' T = 41.37' L = 79.14' e = ___

PI 54+94.41

Δ = 18°59'58" (RT)

R = 200.00' T = 33.47' L = 66.32' e = ___

PI 53+49.51

Δ = 48°59'03" (LT)

R = 150.00' T = 68.33' L = 128.24' e = ___

P T

.4

N35°48'56"W N84°

47' 59"

W

N65°48'01"W

P C

.1

.4

.8

P T

.9

P C

.9

P T

.2

3 5

MILE1

18" OUTLET

CP

HUB & TACK

23111

P. C.

CP

SPIKE

23112

N

Existing ground Profile grade

NF-5900 MP 1.0

BEGIN

NF-5900 MP 1.0

END

Line to be constructed Slope stake limits

EL= 2,295.99'

E= 1276954.3323 N= 523129.1799 52+30

EL= 2,327.59'

E= 1276707.0564 N= 523250.2221 55+20

Half width MSE wall and SRE (LT) 53+78 to 54+02

Full width MSE wall and SRE (LT) 53+54 to 53+78

Half width MSE wall and SRE (LT) 53+30 to 53+54

(30') 36-inch pipe culvert 53+63

Clearing limits

Soil erosion control, fiber roll

52+00 53+00 54+00 55+00

2,280 2,280

2,290 2,290

2,300 2,300

2,310 2,310

2,320 2,320

2,330 2,330

2,340 2,340

,2

.9

+13.2 6%

+9.59%

.6

.1

' VC101

27K =

'344SSD =

:2

F e b ru a ry

N

F -5

M

P

.0 P

L A

N -P

R O

F p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g n

NF-5900 MP 1.0 PLAN-PROFILE

PROJECT

I.1

(RT)

PI 58+66.73

Δ = 26°03'35" (RT)

R = 150.00' T = 34.71' L = 68.22' e = ___

PI 56+70.02

Δ = 25°24'05" (LT)

R = 300.00' T = 67.61' L = 133.00' e = ___

PI 59+70.62

Δ = 22°24'10" (LT)

R = 200.00' T = 39.61' L = 78.20' e = ___

N65°48'01"W S88°4

7'55" W

N65°08'30"W N87°32'4

1"W

P C

.4

P T

.4

P C

.0

2 P T

.2

P C

.0

P T

.2

P C

.4

6 5

CP

5/8" IR W/FHWA ALUM CAP

23113

CP

5/8" IR W/FHWA ALUM CAP

23114 N

Line to be constructed

Slope stake limits

Profile grade

Existing ground

NF-5900 MP 1.1

BEGIN NF-5900 MP 1.1

END

EL= 2,339.65'

E= 1276596.6779 N= 523297.1046 56+40

EL= 2,378.28'

E= 1276205.5967 N= 523354.6202 60+40

(30') 24-inch pipe culvert 59+22

Clearing limits

Clearing limits control, fiber roll Soil erosion

57+00 58+00 59+00 60+00 61+00

2,320 2,320

2,330 2,330

2,340 2,340

2,350 2,350

2,360 2,360

2,370 2,370

2,380 2,380

2,390 2,390

2,400 2,400

,3

.6

+10.84

+8.19%

.6

.5

' VC100

38K =

'458SSD =

:2

F e b ru a ry

N

F -5

M

P

.1 P

L A

N -P

R O

F p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g n

NF-5900 MP 1.1 PLAN-PROFILE

PROJECT

J.1

PI 64+10.95

Δ = 45°30'07" (RT)

R = 110.00' T = 46.13' L = 87.36' e = ___

PI 66+50.25

Δ = 29°27'16" (RT)

R = 110.00' T = 28.91' L = 56.55' e = ___

PI 65+43.57

Δ = 67°12'25" (LT)

R = 110.00' T = 73.09' L = 129.03' e = ___

PI 67+70.19

Δ = 30°51'12" (LT)

R = 150.00' T = 41.39' L = 80.77' e = ___

N52°38 '53"W

N07°08'46"W N74

°2 1'1

0" W

N44°53'55"W

PC

.4

P T

.5

P C

.8

P C

.8

PT

.1

P C

.3

P T

.8

N

Slope stake limits

Line to be constructed

Profile grade

Existing ground

NF-5900 MP 1.2

BEGIN

NF-5900 MP 1.2

END

EL= 2,419.33'

E= 1275962.7583 N= 523597.98 64+00

EL= 2,450.74'

E= 1275767.2375 N= 523817.1727 67+15

(30') 36-inch pipe culvert 65+67

Soil erosion control, fiber roll

Clearing limits

Clearing limits

Full width MSE wall and SRE (LT) 65+15 to 65+87

64+00 65+00 66+00 67+00

2,400 2,400

2,410 2,410

2,420 2,420

2,430 2,430

2,440 2,440

2,450 2,450

2,460 2,460

2,470 2,470

2,480 2,480

,4

.3

+11.4 1%

+7.87%

.6

.9

' VC151

42K =

'380SSD =

:2

F e b ru a ry

N

F -5

M

P

.2 P

L A

N -P

R O

F p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g n

NF-5900 MP 1.2 PLAN-PROFILE

PROJECT

K.1

SECTION A-A

Apparent centerline

Edge of existing road

24-inch pipe culvert

MSE wall

Roadway aggregate, method 2, 12-inch compacted depth

Existing ground wall, welded wire face

Mechanically stabilized earth

24-inch pipe culvert

Select granular backfill

Soil erosion control, fiber roll

A

Geogrid, stabilization

5' typ.

e x is ti n g r o a d w id th ditch flowline

Match existing ditch flowline

Match existing 19' typ.

class 1, type A (non-woven)

Separation-stabilization geotextile

:1

Profile grade (match existing)

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NF-8500

:5 a n u a r y

N

F -8

M

P

.3 p w w o r k

\d

\w a e f g if p n p ln

.d g n

NF-8500 MP 3.3

PROJECT

NUMBER

L.1

WA ERFO FS GIFPN603 2020-1(1) M.1

WA ERFO FS GIFPN603 2020-1(1) N.2

WA ERFO FS GIFPN603 2020-1(1) N.3

WA ERFO FS GIFPN603 2020-1(1) N.4

WA ERFO FS GIFPN603 2020-1(1) N.5

N

N

See "Road Closure Layout (with Flaggers)

See "Single Lane Closure Layout (with Stop Signs)"

See "Road Closure Layout (with Flaggers)"

See "Road Closure Layout (with Flaggers)"

SCALE IN MILES

0 0.5 1.0 1.50.5

SCALE IN MILES

0 0.5 1.0 1.50.5

SCALE IN MILES

0 0.5 1.00.5

SCALE IN MILES

0 0.5 1.00.5

C o p p e r

C r e e k

N is q u a ll y

River to Olympia

60 miles

Cave

Creek

C a tt

C re e k to O ly m p ia m ile s

Be nh am

Creek

Ir o n

C re e k

Y e llo w ja c k e t

C re e k to O ly m p ia m il e s to O ly m p ia m ile s

MP 0.9

NF-2810

MP 1.3

NF-2810

MP 13.1

NF-2500

MP 3.3

NF-8500

MP 0.6

NF-5900

MP 1.0

NF-5900

MP 1.2

NF-5900

MP 0.9

NF-5900

MP 1.1

NF-5900

:2

D e c e m b e r

T e m p o ra ry

T ra ff ic

C o n tr o l

P la n p w w o r k \d

\w a f s g if p n tt c .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

PROJECT

O.2

WA ERFO FS GIFPN603 2020-1(1) O.3

WA ERFO FS GIFPN603 2020-1(1) O.4

WA ERFO FS GIFPN603 2020-1(1) O.5

WA ERFO FS GIFPN603 2020-1(1) O.6