wa-ef-gifpn2020-1-1_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2025.06.13 16:07:35 -07'00'

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

N

N

N

)(Lat. 46°45'24.91"N, Long.121°57'36.73"W

Staging Area

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

Randle, WA

49 miles to

Cave

Creek

C a tt

C re e k

NF-8500

R a n d le , W

A m ile s to

Be nh am

Creek

N F

Ir o n

C re e k

NF-5900

NF-

Y e llo w ja c k e t

C re e k

R a n d le , W

A m ile s to

R a n d le

W A m il e s t o

M.P. 0.9

NF-2810

M.P. 1.3

NF-2810

M.P. 13.1

NF-2500

M.P. 3.3

NF-8500

M.P. 0.6

NF-5900

M.P. 1.0

NF-5900

M.P. 1.2

NF-5900

M.P. 0.9

NF-5900706

M.P. 1.1

NF-5900

:2

P

M

M a y

V ic in it y M a p s c 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

SHEET

A.3

WA ERFO FS GIFPN603 2020-1(1)

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

23101 522671.696 1275283.000 2052.384 46°45'26.537145"N 121°57'24.956926"W 1986.7166 0.999824203 5/8 IR W/FHWA ALUM CAP 1.

23102 522644.832 1275490.575 2077.936 46°45'26.309832"N 121°57'21.968807"W 2012.2793 0.999822978 5/8 IR W/FHWA ALUM CAP

23103 522684.550 1275685.828 2100.525 46°45'26.737415"N 121°57'19.175289"W 2034.8811 0.999821905 Spike

23104 522720.879 1275763.930 2107.795 46°45'27.110195"N 121°57'18.063273"W 2042.1571 0.999821563 Spike

23105 522759.202 1276110.845 2145.292 46°45'27.551570"N 121°57'13.091330"W 2079.6749 0.999819777 Spike

23106 522987.383 1276254.302 2173.421 46°45'29.829753"N 121°57'11.091498"W 2107.8207 0.999818466 5/8 IR W/FHWA ALUM CAP

23107 522973.165 1276598.680 2210.899 46°45'29.752016"N 121°57'06.142007"W 2145.3183 0.999816674 5/8 IR W/FHWA ALUM CAP

23108 523010.745 1276800.525 2230.701 46°45'30.159581"N 121°57'03.253162"W 2165.1339 0.999815733 Spike

23109 522953.011 1277094.466 2258.010 46°45'29.643105"N 121°56'59.016522"W 2192.4576 0.999814421 5/8 IR W/FHWA ALUM CAP

23110 523028.650 1277187.110 2271.284 46°45'30.406451"N 121°56'57.705993"W 2205.7402 0.999813797 5/8 IR W/FHWA ALUM CAP

23111 523135.100 1276929.719 2299.093 46°45'31.410392"N 121°57'01.430600"W 2233.5378 0.999812484 Hub & Tack

23112 523249.351 1276738.218 2323.903 46°45'32.503247"N 121°57'04.211036"W 2258.3403 0.999811316 Spike

23113 523315.929 1276548.386 2345.078 46°45'33.125874"N 121°57'06.954912"W 2279.5065 0.999810314 5/8 IR W/FHWA ALUM CAP

23114 523301.475 1276331.873 2365.739 46°45'32.943868"N 121°57'10.060553"W 2300.1546 0.999809325 5/8 IR W/FHWA ALUM CAP

COORDINATE SYSTEM : Washington South SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : WA83/2011-SIF NSRS11(NAD83/2011) Washington, South Zone, International foot

PROJECT : GP ERFO REPAIRS 2020, PHASE 1 Copper creek site

DATE OF FIELD WORK: 6/2023

DATE OF FINAL ADJUSTMENT : 6/2023

PROJECT UNITS : International foot

4- N ov -2

7:

A M

C

M yF ile s\

Pr oj ec ts

_2

4\ W as hi ng to n\ C op pe r_

C re ek _E

R

FO

co pp er

_c re ek _c on tr ol sh ee t_ ed it .x ls x]

S he et

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.

PROJECT

A.4WA ERFO FS GifPn603 2020-1(1)

SHEET

NUMBER

SURVEY CONTROL

Sheet and Description

SECTION D SECTION E SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M

NF-2500 MP

13.1

NF-2810 MP

0.9

NF-2810 MP

1.3

NF-5900 MP

0.6

NF-5900 MP

0.9

NF-5900 MP

1.0

NF-5900 MP

1.1

NF-5900 MP

1.2

NF-8500 MP

3.3 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 15702-6000 SOIL EROSION CONTROL,

TEMPORARY STREAM DIVERSION

(NF-2810 M.P. 0.9) LPSM All ALL

A0140 15702-6000 SOIL EROSION CONTROL,

TEMPORARY STREAM DIVERSION

(NF-2810 M.P. 1.3) LPSM All ALL

A0160 15702-6000 SOIL EROSION CONTROL,

TEMPORARY STREAM DIVERSION

(NF-5900 M.P. 0.6) LPSM All ALL

A0180 15702-6000 SOIL EROSION CONTROL,

TEMPORARY STREAM DIVERSION

(NF-5900 M.P. 0.9) LPSM All ALL

A0200 15702-6000 SOIL EROSION CONTROL,

TEMPORARY STREAM DIVERSION (

NF-5900 M.P. 1.0) LPSM All ALL

A0220 15702-6000 SOIL EROSION CONTROL,

TEMPORARY STREAM DIVERSION

(NF-5900 M.P. 1.2) LPSM All ALL

A0240 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 360 150 150 961 305 527 245 300 150 3,148

A0260 20103-0000 CLEARING AND GRUBBING SQYD 1,107 404 724 212 73 2,520

A0280 20301-0200 REMOVAL OF BOULDER EACH 1 1

A0300 20401-0000 ROADWAY EXCAVATION CUYD 1,013 77 587 30 93 1,800

A0320 20402-0000 SUBEXCAVATION CUYD 350 500 50 900

A0340 20403-0000 UNCLASSIFIED BORROW CUYD 107 605 1,259 29 2,000

A0360 20410-0000 SELECT BORROW CUYD 350 500 50 900

A0380 20421-0000 ROCK EXCAVATION CUYD 40 25 25 50 20 160

A0400 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A

(NON-WOVEN) SQYD 260 280 20 560

A0420 20703-2000 GEOGRID, STABILIZATION

(BIAXIAL) SQYD 180 296 24 500

MileStone: 100% Date Completed: In Progress Report Date: 05/28/25

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-M ay

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 w a-ef

-g ifp n2

0- 1-

1_ S O

Q .x ls m

]S he et

PROJECT

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

NF-2500 MP

13.1

NF-2810 MP

0.9

NF-2810 MP

1.3

NF-5900 MP

0.6

NF-5900 MP

0.9

NF-5900 MP

1.0

NF-5900 MP

1.1

NF-5900 MP

1.2

NF-8500 MP

3.3 ALLOWANCE Bid

Schedule

A0440 20720-0200 REINFORCEMENT GEOSYNTHETIC,

TYPE 2 (GEOGRID) SQYD 1,040 1,430 30 2,500

A0460 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 33 33 33 33 8 140

A0480 26101-1000 REINFORCED SOIL SLOPE, WELDED

WIRE FACE SQFT 3,699 1,867 1,805 2,558 397 10,326

A0500 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 120 20 20 162 74 148 49 70 37 700

A0520 30302-1000 DITCH RECONDITIONING LNFT 350 50 400

A0540 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 120 50 5 175

A0560 41801-1000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 1 SQYD 8 2 10

A0580 60201-0800 24-INCH PIPE CULVERT LNFT 40 5 45

A0600 60201-1000 36-INCH PIPE CULVERT LNFT 135 44 32 48 21 280

A0620 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 195 160 15 370

A0640 60601-0000 SPILLWAY ASSEMBLY EACH 1 1 1 1 4

A0660 60702-1000 REMOVING, CLEANING, AND

RELAYING CULVERT (96-INCH) LNFT 70 70

A0680 60702-1000 REMOVING, CLEANING, AND

RELAYING CULVERT (84-INCH) LNFT 62 62

A0700 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 2

A0720 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 75 75

A0740 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 75 75

A0760 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 75 75

A0780 62301-0000 GENERAL LABOR HOUR 144

A0800 62502-0000 TURF ESTABLISHMENT Allowance includes an additional 1,000 SQYD

SQYD 889 66 90 1,110 410 730 220 355 1,200 5,070 for staging area

A0820 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 2,140 1,700 460 4,300

A0840 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 1 1 2 2 2 8

A0860 63502-1200 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 28-INCH EACH 50 10 60

1- Ju l-

:2

PM

MileStone: 100% Date Completed: In Progress Report Date: 06/09/25 c:

\p w -w or k\ d0 w a-ef

-g ifp n2

0- 1-

1_ S O

Q .x ls m

]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

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

NF-2500 MP

13.1

NF-2810 MP

0.9

NF-2810 MP

1.3

NF-5900 MP

0.6

NF-5900 MP

0.9

NF-5900 MP

1.0

NF-5900 MP

1.1

NF-5900 MP

1.2

NF-8500 MP

3.3 ALLOWANCE Bid

Schedule

A0880 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 63 28 28 20 20 56 215

A0900 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 100 10 110

1- Ju l-

:2

PM

MileStone: 100% Date Completed: In Progress Report Date: 06/09/25 c:

\p w -w or k\ d0 w a-ef

-g ifp n2

0- 1-

1_ S O

Q .x ls m

]S he et

3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

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

LC

method 2, 8-inch compacted depth

Roadway aggregate, Finished grade (Match existing)

26'Turf establishment limits Turf estabishment limits equal lifts with tack coat between lifts

4-inch compacted depth, placed in two

Asphalt concrete pavement,Type 1

Existing ground see sheet D.2

Subexcavation (Half Width Deep Patch)

5'

Slope Stake limit

Slope Stake limit

Match existing

1:

1:

Traveled way

M.P. 13.1

NF-2500

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

:1

:5

A

M a y

T y p ic a l

S e c ti o n

F S

R

.1 p w w o r k \d

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

M.P. 13.1

NF-2500

TYPICAL SECTION

PROJECT

C.1

6-inch compacted depth

Roadway aggregate, method 2, (Match existing)

Finished grade

Existing ground

Slope stake limit Slope stake limit

Match existing Match existing

Turf establishment limits Turf establishment limits

1:

1:2

M.P. 0.9

NF-2810

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

Traveled Way

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

:0

M a y

T y p ic a l

S e c ti o n

.9 p w w o r k \d

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

M.P. 0.9

NF-2810

TYPICAL SECTION

PROJECT

C.2

6-inch compacted depth

Roadway aggregate, method 2, Existing ground

(Match existing)

Finished grade

Slope stake limit Slope stake limit limits

Turf establishment limits

Turf establishment

1:2 C o n s tr u c ti o n l im itTraveled way

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

M.P. 1.3

NF-2810

:0

M a y

T y p ic a l

S e c ti n

F

S

.3 p w w o r k \d

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

M.P. 1.3

NF-2810

TYPICAL SECTION

PROJECT

C.3

Existing ground

6-inch compacted depth

Roadway aggregate, method 2, Profile grade

M in

Slope stake limit

Slope stake limit

2% Crown

2% Crown

18' Turf establishment limitsTurf establishment limits

Traveleld Way

2 1:2

63+65 to 65+05 M.P. 1.2

51+00 to 55+20 M.P. 1.0

45+00 to 47+00 M.P. 0.9

33+00 to 37+30 M.P. 0.6

NF-5900

"MAIN 01"

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

(1 :1 to :2

V ar ies

Varies

Varies

:0

M a y

T y p ic a l

S e c ti o n

F S

R p w w o r k \d

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

NF-5900

TYPICAL SECTION

PROJECT

C.4

Roadway aggregate, method 2, 8-inch compacted depth equal lifts with tack coat between lifts

4-inch compacted depth, placed in two

Asphalt concrete pavement,Type 1 crown

Turf stablishment limits

Turf stablishment limits see sheet M.2

Subexcavation (Full Width Deep Patch)

Profile grade (Match existing) crown

Existing ground

19'

5'

5'

Traveled way

M.P. 3.3

NF-8500

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

1:

:0

M a y

T y p ic a l

S e c ti o n F

S R

M

.P p w w o r k \d

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

M.P. 3.3

NF-8500

TYPICAL SECTION

PROJECT

C.5

:3

M a y

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

IE

p w w o r k

\d

\w a e f g if p n p ln

.d g n

EARTHWORK SUMMARY

PROJECT

C.6

Apparent centerline

Edges of existing road Existing culvert fiber roll

Soil erosion control, pavement patch, type 1

Asphalt concrete

V a r ie s pavement

Existing to Subsection 418.04(b)

Remove pavement according

PAVEMENT PATCH, TYPE 1

ASPHALT CONCRETE

Top of existing pavement to a depth of 4-inches base and subgrade material

Remove damaged pavement, Existing base course around patch perimeter

Tack coat according to Section 412

Asphalt concrete, Type 1, 4-inch depth

180'

BEGIN CONSTRUCTION END CONSTRUCTION

DEEP PATCH

END HALF WIDTH

DEEP PATCH

BEGIN HALF WIDTH

Construction limit

Cleaning culvert in place

1. No survey was collected at this site. Linework shown is a graphical representation.

2. See Deep Patch detail in sheet D.2.

50 10002550

Scale in feet

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

NOTE:

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

10'

200'

(place in two lifts)

N

NF-2500

:0

M a y

N

F -2

M

P p w w o r k

\d

\w a e f g if p n p ln

.d g n

NF-2500 MP 13.1

PROJECT

NUMBER

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

10 200510

Scale in feet

REMOVING, CLEANING, AND RELAYING CULVERT ( 84-INCH)

Edges of existing road

LC

Existing ground ditch flowline

Match existing ditch flowline

Match existing

REMOVING, CLEANING, AND RELAYING CULVERT ( 84-INCH)

6-inch compacted depth

Roadway aggregate, method 2, Match existing Match existing

SECTION A-A

Soil erosion control, fiber roll

:FOOTNOTE

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

NOTE:

1.No survey was collected at this site. Linework shown is a graphical representation.

3.Hydraulic information only : Q = 70.1 cfs

2.Soil erosion control is placed 5' beyond limits of soil disturbance.

END CONSTRUCTION

BEGIN CONSTRUCTION

Construction limit

Construction limit

30'

1:2

Ordinary High Water,stream F

Finished grade (match existing)

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

A

A

N

NF-2

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

:2

M a 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 M.P. 0.9

PROJECT

E.1

Edges of existing road

LC

REMOVING, CLEANING, AND RELAYING CULVERT ( 96-INCH)

Existing ground ditch flowline

Match existing ditch flowline

Match existing

Existing ground

6-inch compacted depth

Roadway aggregate, method 2, SECTION A-A

A

FOOTNOTE:

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

Match existing Match existing

Finished grade (match existing)

NOTE:

END CONSTRUCTION

BEGIN CONSTRUCTION

Soil erosion control, fiber roll

Construction limit A

Ordinary High Water,Stream K

10 20010

Scale in feet

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

REMOVING, CLEANING, AND RELAYING CULVERT ( 96-INCH)

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

3.Hydraulic information only : Q = 98.0 cfs

2.Soil erosion control is placed 5' beyond limits of soil disturbance.

1.No survey was collected at this site. Linework shown is a graphical representation.Site not surveyed.

40'

1:2

N

NF-2810

:2

M a y

N

F -2

M

P p w w o r k

\d

\w a e f g if p n p ln

.d g n

NF-2810 M.P. 1.3

PROJECT

NUMBER

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

PI 35+31.27

Δ = 19°00'50" (RT)

R = 300.00' T = 50.24' L = 99.56' e = NC

PI 37+58.03

Δ = 61°54'25" (LT)

R = 130.00' T = 77.97' L = 140.46' e = NC

P C

.0

3 3

N72°19'25"E

S88°39'45"E

N29 °2

5' "E

P T

.6

PT 38+

20.52

P C

.0

P T

.5

4 3

N

BEGIN CONSTRUCTION

"MAIN 01" Line to be constructed

Slope stake limits fiber roll Soil erosion control, Soil erosion control, fiber roll

Profile grade

Existing ground

36-inch pipe culvert 38+41

36-inch pipe culvert, 33+97 method A,class 3 laced riprap,and p

Slope stake limit

Construction limit

Construction limits

COMPACTED DEPTH, STA 38+60

END ROADWAY AGGREGATE, METHOD 2, 6-INCH

control,fiber roll Soil erosion

Spillway assembly

STA 38+25

6-INCH COMPACTED DEPTH,

BEGIN ROADWAY AGGREGATE, METHOD 2,

32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 37+40 37+60 37+80 38+00 38+20 38+40 38+60

2,080 2,080

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

2,160 2,160

,0

.7

+13.2 1%

+8.05%

+11.6 1%

.0

.7

.0

.2

SSD = 234'

K = 10

50' VC

HLSD = 209'

K = 28

100' VC

.0

.5

E=1275659.17 N=522682.69

"MAIN 01" 33+00

NF-5900 M.P. 0.6 PLAN-PROFILE

33+15 to 35+15 RSS Wall (RT)

:1

M a y

N

F -5

M

P

.6 P

L A

N -P

R O

F

IL

E p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g n

PROJECT

H.1

PI 40+17.86

Δ = 62°29'07" (RT)

R = 110.00' T = 66.73' L = 119.96' e = NC

P C

.1

PT 40+

71.10

0 40

N29° 25'

50" E

CP

5/8" IR W

/FH

W

A ALUM

CAP

23106

N

Soil erosion control, fiber roll

36-inch pipe culvert 40+10

END CONSTRUCTION

COMPACTED DEPTH, STA 40+28

END ROADWAY AGGREGATE, METHOD 2, 6-INCH

Construction limit

Existing ground.

COMPACTED DEPTH, STA 40+00

BEGIN ROADWAY AGGREGATE, METHOD 2, 6-INCH

38+60 38+80 39+00 39+20 39+40 39+60 39+80 40+00 40+20 40+40 40+60 40+80

2,130 2,130

2,140 2,140

2,150 2,150

2,160 2,160

2,170 2,170

2,180 2,180

2,190 2,190

2,200 2,200

NF-5900 M.P. 0.6 PLAN-PROFILE

E=1276278.24 N=522981.79

"Main 01" 40+40

:3

M a y

N

F -5

M

P

.6 C

O N

T D

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

PROJECT

H.2

GPS

SPIKE

23103

GPS

SPIKE

23104

P. C.

P. C.

N

El. 2096.60'

0+80, 1.5' Rt.

El. 2097.72'

0+90, 1.5' Rt.

El. 2074.26'

1+30, 15.0' Rt.

El. 2075.87'

1+50, 15.0' Rt.

El. 2080.37'

1+50, 12.8' Rt.

El. 2081.18'

1+60, 12.8' Rt.

El. 2084.18'

1+60, 11.3' Rt.

El. 2085.79'

1+80, 11.3' Rt.

El. 2088.79'

1+80, 9.8' Rt.

El. 2091.20'

2+10, 9.8' Rt.

El. 2098.01'

2+20, 6.8' Rt. El. 2099.64'

2+40, 6.8' Rt.

El. 2108.83'

2+60, 3.0' Rt.

El. 2109.75'

2+70, 3.0' Rt.

El. 2112.06'

2+78.86, 2.3' Rt.

Top of wall

Bottom of wall

Existing ground at face of wall

NF-5900 M.P. 0.6

PLAN AND PROFILE WALL 01

"MAIN 01" line to be constructed

"WALL 01"

Proposed edge of road

Slope stake limit

Construction limit

Spillway assembly

PI 2+62.47

Δ = 06°29'15" (RT)

R = 289.96' T = 16.43' L = 32.83'

P C

C

.8

N72°19'25"E

P C

.0

P O

B

.0

P O

E

.8

2+80 2+900+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70

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

+11.19%

+8.05%

+8.20% +9.18%

.8

.0

.9

.0

.3

.0

' VC30

10K =

'359SSD =

' VC40

263K =

'INFHLSD =

' VC10

10K =

'INFHLSD =

,0

.6

,1

.5

BEGIN WALL

"MAIN 01" 33+15.00, 10.04' Rt.

"WALL 01" 0+80.00=

E= 1275676.5135 N= 522677.6823

END WALL

"MAIN 01" 35+15.00, 10.04' Rt

"WALL 01" 2+78.86=

1275866.4845E= 522736.2748N=

:0

M a y

W a ll M

P .6

P la n

S h e e t] p w

-w o rk \d

\w a -e f-g if p n

-1

-1

A L

I W a ll s .d g n

PROJECT

H.3

PI

Δ =

96.22' PI

Δ =

P C

.6

P T

.8

P T

.2

P T

.3

N79°45 '25"E

S72°40'43"E

P C

.6

CP

5/8" IR W/FHWA ALUM CAP

23107

P. C.

CP

SPIKE

23108

P. C.

N

Existing ground

Profile grade be constructed "MAIN 01" Line to

Slope stake limits class3 laced riprap,method A,p spillway assembly,and 36-inch pipe culvert,and 46+30

END CONSTRUCTION

BEGIN CONSTRUCTION

Construction limits

Soil erosion control,fiber roll

Spillway assembly e = NC '96.22L = '49.06T = '200.00R =

(RT)27°33'52"Δ =

45+99.73PI

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

.5

+8.81%

,2

.5

E= 1276735.6 N= 523008.2

"MAIN 01" 45+00

E= 1276931.1 N= 522995.5

"MAIN 01" 47+00

45+30 to 46+60 RSS Wall (RT)

:0

M a y

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

PROFILE

NF-5900 M.P. 0.9 PLAN

PROJECT

I.1

CP

SPIKE

23108

P. C.

N

El. 2224.51'

5+00, 1.5' Rt.

El. 2225.39'

5+10, 1.5' Rt.

El. 2220.27'

5+20, 4.5' Rt.

El. 2222.92'

5+48.53, 4.5' Rt.

El. 2204.56'

5+77, 15.0' Rt.

El. 2205.44'

5+86.5, 15.0' Rt.

El. 2225.20'

6+05.5, 6.0' Rt.

El. 2233.58'

6+15, 2.3' Rt.

El. 2234.46'

6+25, 2.3' Rt.

Existing ground at face of wall

Bottom of wall

Top of wall

NF-5900 M.P. 0.9

PLAN AND PROFILE WALL 02

"WALL 02"

line to be constucted

"MAIN 01"

Slope stake limit

Construction limit

Spillway assembly

PI 5+67.27

Δ = 27°33'52" (RT)

R = 189.96' T = 46.60' L = 91.39'

P O

B

.0

P O

E

.1

N79°4 5'25

"E

S72°40'43"E

P C

.6

P T

.0

4+70 6+30 6+404+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20

2,170 2,170

2,180 2,180

2,190 2,190

2,200 2,200

2,210 2,210

2,220 2,220

2,230 2,230

2,240 2,240

2,250 2,250

+9.08%

+9.20%

.0

.0

' VC60

488K =

'INFHLSD =

,2

.5

"MAIN 01" 45+30.00, 10.04' Rt.

"WALL 02" 5+00.00=

BEGIN WALL

1276766.7658E= 523003.6430N=

END WALL

"MAIN 01" 46+60.00, 10.04' Rt.

"WALL 01" 6+25.17=

1276889.9595E= 522997.8298N=

:0

M a y

W a ll M

P .9

P la n

S h e p w

-w o rk \d

\w a -e f-g if p n

-1

-1

A L

I W a ll s .d g n

PROJECT

I.2

C

.6

P T

.5

P C

.9

P T

.5

P C

.6

P T

.1

N41°27'39"W

N78°5 0'21"

W

N65°48'01"W

S8 1°

'1 4"

W

.1

MILE1

18" OUTLET

CP

HUB & TACK

23111

P. C.

CP

SPIKE

23112

BEGIN CONSTRUCTION

END CONSTRUCTION

Soil erosion control, fiber roll

Slope stake limits

"MAIN 01" Line to be constructed

Profile grade

36-inch pipe culvert 52+50 class3 laced riprap,method A,p spillway assembly,and

Begin special ditch

El.2303.45

52+20, 10.7' RT

End special ditch

El.2305.92

52+47, 21.4' RT

El.2303.26

52+33, 21.7' RT

El.2304.45

52+42, 24.0' RT

N Construction limits

Spillway assembly

PI 52+48.39

Δ = 37°22'42" (LT)

R = 150.00' T = 50.74' L = 97.86' e = NC

PI 51+10.48

Δ = 35°35'47" (RT)

R = 110.00' T = 35.31' L = 68.34' e = NC

PI 53+92.47

Δ = 13°02'20" (RT)

R = 200.00' T = 22.86' L = 45.51' e = NC

51+40 51+80 52+20 52+60 53+00 53+40 53+80 54+20 54+60 55+00 55+40 55+80

2,290 2,290

2,300 2,300

2,310 2,310

2,320 2,320

2,330 2,330

2,340 2,340

2,350 2,350

2,360 2,360

51+00

.9

.4

SSD = 1100'

K = 97

100' VC

+11.5 4%

+10.51

NF-5900 M.P. 1.0 PLAN-PROFILE

E=1276979.78 N=523105.97

"MAIN 01" 51+00

E=1276614.21 N=523291.64

"MAIN 01" 55+20

52+05 to 53+10 RSS Wall (LT)

:0

M a y

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

PROJECT

J.1

NF-5900 M.P. 1.0

:5

N o v e m b e r

N F

-5

M P

.0 p w w o r k \d

\w a f s g if p n p ln p p .d g n

PROJECT

J.2

" O

UTL

ET

P.

C

N

El. 2311.72'

10+00, 1.5' Rt.

El. 2310.89'

10+08, 1.5' Rt.

El. 2302.34'

10+17.8, 5.3' Rt.

El. 2281.61'

10+55, 13.5' Rt.

El. 2278.61'

10+55, 15.0' Rt.

El. 2277.54'

10+64.5, 15.0' Rt.

El. 2279.48'

10+73.75, 13.5' Rt.

El. 2285.92'

10+83, 9.8' Rt.

El. 2301.32'

10+92.5, 1.5' Rt.

El. 2300.55'

10+99, 1.5' Rt.

Existing ground at face of wall

Bottom of wall

Top of wall

NF-5900 M.P. 1.0

PLAN AND PROFILE WALL 03

"MAIN 01" line to be constructed

"WALL 03"Slope stake limit

Construction limit

Spillway assembly

S78 °50 '21

"E

PI 10+58.05

Δ = 34°33'11" (RT)

R = 140.02' T = 43.55' L = 84.44'

P C

.5

P C

C

.9

P O

B

.0

9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90

2,250 2,250

2,260 2,260

2,270 2,270

2,280 2,280

2,290 2,290

2,300 2,300

2,310 2,310

2,320 2,320

2,330 2,330

-10.37%

-11.38%

-11.79%

.0

.1

.5

.3

20' VC

20' VC

,3

.7

,3

.5

9+70 11+00 11+10 11+20 11+30

"MAIN 01" 53+10.00, 10.04' Rt.

"WALL 03" 10+00.00=

BEGIN WALL

1276809.8701E= 523213.5444N=

END WALL

"MAIN 01" 52+05.00, 10.04' Lt.

"WALL 03" 10+98.94=

1276897.2209E= 523171.1224N=

:0

M a y

W a ll M

P .1

P la n

S h e p w

-w o rk \d

\w a -e f-g if p n

-1

-1

A L

I W a ll s .d g n

PROJECT

J.3

PI 58+70.84

Δ = 23°29'06" (LT)

R = 200.00' T = 41.57' L = 81.98' e = NC

PT 59+

11.25

P C

.5

0PI 60+22.44

Δ = 67°59'59" (RT)

R = 110.00' T = 74.20' L = 130.55' e = NC

N64°3 6'47

"W

P C

.2

P T

.7

PC

59+

48.24

P T

.8

P T

.8

N88 °0

5' "W

N20°05'53"W

N51°14'10"W

N26°33'42"W

P C

.6

P T

.1

CP

5/8" IR W

/FHW

A ALUM

CAP

23114

N

Construction limit

Cleaning culverts in place

NF-5900 M.P. 1.1 PLAN-PROFILE1

:1

M a y

N

F -5

M

P p w

-w o rk \d

\w a -f s -g if p n

-1

-1 p ln p p .d g

PROJECT

K.1

T

.3

P C

.5

P C

.0

P C

.8

P T

.8

N51°14 '10"W

N26°33'42"W N63

°1 0'5

9"W

N43°31'19"W

P C

.6

P T

.3

N

"MAIN 01" Line to be constructed

Profile grade

Existing ground

BEGIN CONSTRUCTION

END CONSTRUCTION

class3 laced riprap,method A,p spillway assembly,and

36-inch pipe culvert

64+48 fiber roll

Soil erosion control, Slope stake limit

Construction limit

Construction limit

Spillway assembly e = NC

'70.31L =

'36.40T =

'110.00R =

(LT)36°37'17"Δ =

64+44.41PI

e = NC '84.38L = '43.34T = '150.00R =

(LT)32°13'47"Δ =

66+61.21PI

e = NC '47.37L = '24.06T = '110.00R =

(RT)24°40'28"Δ =

62+99.56PI

e =NC '37.75L = '19.06T = '110.00R =

(RT)19°39'40"Δ =

65+39.68PI

SSD = 987'

K = 87

101' VC

,4

.5

62+90 63+10 63+30 63+50 63+70 63+90 64+10 64+30 64+50 64+70 65+90

2,380 2,380

2,390 2,390

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

66+10 ,4

.6

+11.2 6%

+10.11

.9

.6

E= 1275962.7583

N= 523597.98 63+65 E= 1275767.2375

N= 523817.1727 65+05

63+70 to 65+00 RSS Wall (LT)

:2

M a y

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 M.P. 1.2 PLAN-PROFILE

PROJECT

L.1

N

El. 2437.37'

15+00, 1.5' Rt.

El. 2436.36'

15+10, 1.50' Rt.

15+20, 4.5' Rt. El. 2429.32'

15+29.5, 8.3' Rt. El. 2420.70'

15+47.5, 14.3' Rt. El. 2406.50'

15+56.5, 18.8' Rt. El. 2396.37'

15+65.5, 18.8' Rt. El. 2395.31'

15+65.5, 18.3' Rt. El. 2396.81'

15+72.8, 18.3' Rt. El. 2395.98'

15+83.75, 12.8' Rt. El. 2405.28'

15+93.5, 12.8' Rt. El. 2404.18'

16+13.5, 1.5' Rt. El. 2424.61'

16+23.5, 1.5' Rt. El. 2423.48'

Bottom of wall Existing ground at face of wall

Top of wall

15+29.3, 7.8' Lt. El. 2428.84

15+47.4, 3.3' Lt. El. 2417.76'

15+56.5, 0.8' Lt. El. 2411.48'

15+65.6, 0.8' Lt. El. 2410.42'

15+65.6, 1.5' Lt. El. 2411.93' 15+72.9, 1.5' Lt. El. 2411.08'

15+83.8, 6.8' Lt. El. 2420.38'

15+93.6, 6.8' Lt. El. 2419.28'

16+03.6, 8.8' Lt. El. 2422.69' Bottom of wall step

15+38.4, 4.6' Lt. El.2421.80'

NF-5900 M.P. 1.2

PLAN AND PROFILE WALL 04

line to be constructed

"MAIN 01"

"WALL 04"

Slope stake limit construction limit

Spillway assembly

S6 3°

'59

"E S26°33'42"E

PI 15+54.76

Δ = 36°37'17" (RT)

R = 99.96' T = 33.08' L = 63.89'

P C

.6

P T

.5

P O

B

.0

P O

E

.5

-10.13%

-11.67%

-11.19%

,4

.3

,4

.4

14+7014+60 16+30 16+40

.6

.1

.5

.7

14+80 14+90 15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00 16+10 16+20

2,380 2,380

2,390 2,390

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

BEGIN WALL

"MAIN 01" 65+00.00, 10.04' Lt.

"WALL 04" 15+00.00=

1275843.1143E= 523741.0134N=

END WALL

"MAIN 01" 63+70.00, 10.04' Lt.

"WALL 04" 16+23.58=

1275923.7727E= 523652.7219N=

:1

M a y

W a ll M

P .2

P la n

S h e p w

-w o rk \d

\w a -e f-g if p n

-1

-1

A L

I W a ll s .d g n

PROJECT

L.2

Edges of existing road

24-inch pipe culvert

Soil erosion control, fiber roll

END CONSTRUCTION BEGIN CONSTRUCTION

END FULL WIDTH DEEP PATCH

BEGIN FULL WIDTH DEEP PATCH

Construction limits

1. No survey was collected at this site. Linework shown is a graphical representation.

10 200510

Scale in feet

2. See Deep Patch detail in M.2.

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS e x is ti n g r o a d w id th

NOTE

NF-8500

:2

M a y

N

F -8

M

P p w w o r k

\d

\w a e f g if p n p ln

.d g n

NF-8500 M.P. 3.3

PROJECT

NUMBER

M.1

10.4 x 16 25101 -0300

60201 -0800

60201 -1000

60601 -0000

60702 -1000

60702 -1000

60703 -0000

Location

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

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

S

PI

LL

W

A Y

A S S

EM

B

LY

R

EM

O V

IN

G

C

LE

A N

IN

G

A

D

EL

A

YI

N G

C U

LV

ER

T (9

6-

IN

C H

R

EM

O V

IN

G

C

LE

A N

IN

G

A

D

EL

A

YI

N G

C U

LV

ER

T (8

4-

IN

C H

C

LE

A N

IN

G

C U

LV

ER

TS

I

N P

LA

C E

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 CUYD LNFT LNFT EACH LNFT LNFT LNFT Lt Rt

"MAIN 01" 33+97 NF-5900 M.P. 0.6 1 0 33 30 1 0 A/AS

"MAIN 01" 38+41 NF-5900 M.P. 0.6 1 40 55 33° A/AS

"MAIN 01" 40+10 NF-5900 M.P. 0.6 1 40 33 50 22° A/AS

"MAIN 01" 46+30 NF-5900 M.P. 0.9 6 0 33 44 1 10° A/AS

"MAIN 01" 52+50 NF-5900 M.P. 1.0 1 0 32 1 17° A/AS

"MAIN 01" 58+56 NF-5900 M.P. 1.1 0 1 N/A N/A

"MAIN 01" 64+48 NF-5900 M.P. 1.2 6 0 33 48 1 31° A/AS

NF-2500 M.P. 13.1 6 20 1 N/A A/AS

NF-8500 M.P. 3.3 6 20 40 N/A A/AS

NF-2810 M.P. 0.9 30 62

NF-2810 M.P. 1.3 30 70

PROJECT TOTAL 180 132 40 259 4 70 62 2

Allowable Pipe Material

NOTE: A Aluminum

1. Aluminized steel pipe culvert minimum wall thickness is the 4. Structural excavation quantity based on material excavated inside the vertical planes located AS Aluminized steel thickness required by the Std. 602-1 fill height table (steel). 18 inches outside and parallel to the limits of footings or foundations. C Concrete

2. Aluminum pipe culvert minimum wall thickness is the GS Galvanized steel thickness required by the Std. 602-1 fill height table. P Plastic

3. See Std. 602-7 for acceptable concrete cell class. (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

-M ay -2

:3

A M c:

\p w

-w or k\ d0 w a-fs -g ifp n2

0-

1- 1_ dr ai na ge

-t ab

.x ls x] Sh ee t

TABULATION OF DRAINAGE QUANTITIES

PROJECT

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

SHEET

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

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

36" half-round down drain

" x 6' steel posts4

2" x 2" x

36" half-round pipe

6' steel posts

" x4

2" x 2" x

1'

2" ov er la p

4" m in

DETAIL A

BOLT DETAIL

4. Approved alternate designs may be used.

factory annular or flanged reformed ends.

pipe, or from helically corrugated pipe with

3. Construct down drain from annular corrugated for protective apron.

2. Place Class 3 riprap conforming to Section 251 thick galvanized steel or 0.060 inch aluminum.

1. Fabricate spillway assembly from 0.064 inch

D o w n d ra in S e c ti o n

NOTE:

Face of the RSS

See Detail A outlet protection detail

See Sheet N.8, riprap

Protective apron

Section 606

Spillway assembly side (See Bolt Detail) with 3 washers each bolt " x 2" 2

Galvanized pillway assemblyS

Bolt

Pipe

Washers

Nut

Variable

3 loops of No.9

" x 6' steel posts4

2" x 2" x

ANCHOR ASSEMBLY

galvanized wire twisted

(See Bolt Detail) with 3 washers

" x 2" bolt16

Face of the wall plumb on 10' ± centers (typ.)

Install anchor assembly

36" Pipe

Overlap 4" ± at all joints

2'

NO SCALE

:2

S e p te m b e r

B a s e .B

.U

C

U s e rs

\S te p h e n

.C h a p m a n

\O n e D ri v e

D O

T O

S T

\C A

D D

\c e ll s \F

L H

-C e ll s .c e l

HALF-ROUND DOWN DRAIN

SPILLWAY ASSEMBLY WITH

PROJECT

NUMBER

WA ERFO GIFPN603 2020-1(1) N.6

18"

NOTE:

WELDED WIRE FORM DETAIL

NO SCALE

8'± and 3 inches topsoil unless indicated otherwise.

Welded wire form faced wall toe treatment to be embankment not exceeded.

investigation to determine that the safe bearing pressure is increase in wall heights over those shown on the plans require

The heights and quantities are subject to field adjustment. Any

2.

1.

NO SCALE

of adjoining wire form for support

Place edge of wire form inside

2.

1.

[1]

FOOTNOTE:

return wrap).

~5.5 feet length for wrapping at face (1.5 feet vertical + 4 feet

Grid length, "L" is bottom horizontal length only. Add additional

Gabion rock per section 705.01.

RSS backfill material per section 704.03(b).

18"

[2]

TYPICAL CONNECTION DETAIL

geogrid type III

Reinforcement

[3]

Welded wire form (typ.)

V a ri e s

H

RSS backfill material geogrid, type III

Reinforcement this sheet and Connection Details, for clarity. See Forming

Gabion rock not shown

Existing ground b e lo w contractor.

Temporary cut slope varies per

Limit of structure excavation.

9"

4'-0" Return form facing

Welded wire

3"

[1]

1:2

Embankment

See Gabion Rock Facing Detail, this sheet.

NOTE: Gabion rock and backfill not shown for clarity.

[3]

24" C to C or more as needed

Galvanized support struts spaced galvanized

4" x 4" - W4 x W4

See Typical Section 9"

RSS backfill material form facing

Welded wire

Gabion rock

4'-0" Return

FACING DETAIL

GABION ROCK

3"

[1]

[2] type A, non-woven geotextile class 2, Separation Separation geotextile class 2, type A, non-woven

12" Leveling pad

(Bedding Material) Reinforcement length, L

Soil conditions: Use 8-ft min. or 80% of H Rock conditions: Use 4-ft minimum until above rock

Top of Wall (TW)

12"

WIRE FACE (GABION ROCK FACE)

REINFORCED SOIL SLOPE, WELDED

:0

M a y p w

-w o rk

\d \W

A E

R F

O F

S G

IF

P

N

R S

S d e ta il w it h S

R E

.d g n

FORM FACE DETAILS

WITH WELDED WIRE

REINFORCED SOIL SLOPE

PROJECT

N.9

NF-

M.P. 0.9

NF-2810

N F -2

R an d le, W

A m iles to

N

WORK

ROAD

AHEAD

CLOSED

ROAD

AHEAD

ROAD

CLOSED

W20-1

W20-3

Barricade Typ3

R11-2Barricade Typ3

R11-2

ROAD

CLOSED

W20-3CLOSED

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

NO SCALE

2. Place barricades at approved location.

1. Provide minimum 100' spacing between advanced warning signs and barricades.

NOTE:

M.P. 1.3

NF-2810

:4

M a r c h

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

LAYOUT NF-2810

CONTROL ROAD CLOSURE

TEMPORARY TRAFFIC

PROJECT

O.2

ROAD

CLOSED

Barricade Typ3

R11-2

R11-2

ROAD

CLOSED

Barricade Typ3

ROAD

CLOSED

R11-2

Barricade Typ3

Barricade Typ3

R11-2

ROAD

CLOSED

NF-5900

M.P. 0.6

NF-5900

M.P. 1.0

NF-5900

M.P. 1.2

NF-5900

M.P. 0.9

NF-5900

M.P. 1.1

NF-5900

NO SCALE

NOTE: Place barricades at approved location.

Randle, WA

45 miles to

:4

M a r c h

T e m p o r a r y

T r a f f ic m a p p w w o r k \d

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

LAYOUT NF-5900

CONTROL ROAD CLOSURE

TEMPORARY TRAFFIC

PROJECT

O.3

WORK

ROAD

AHEAD

CLOSED

ROAD

AHEAD

ROAD

CLOSED

W20-1

W20-3

Barricade Typ3

R11-2

Barricade Typ3

R11-2

ROAD

CLOSED

W20-3

CLOSED

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

N

Cave

Creek

C a tt

C re e k

NF-8500

R a n d le , W

A m ile s to

M.P. 3.3

NF-8500

NO SCALE

2. Place barricades at approved location.

1. Provide minimum 100' spacing between advanced warning signs and barricades.

NOTE:

:3

M a y

T e m p o ra ry T ra ff ic C o n tr o l

P la n

M

P p w w o r k \d

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

LAYOUT NF-8500

CONTROL ROAD CLOSURE

TEMPORARY TRAFFIC

:3

M a y

T e m p o ra ry T ra ff ic C o n tr o l

P la n

M

P p w w o r k \d

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

O.4

See " SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)

SCALE IN MILES

0 0.5 1.0 1.50.5

Be nh am Creek

N F

Ir o n

C re e k

M.P. 13.1

NF-2500

R a n d le

W A m il e s t

:4

M a y

T e m p o r a r y

T r a f f ic

C o n tr o l

P la n o n e l a p w w o r k \d

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

CONTROL PLAN - ONE LANE

TEMPORARY TRAFFIC

PROJECT

O.5

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

WA ERFO FS GIFPN603 2020-1(1) O.7

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