CMR_PLANS_Prelim Plans.pdf

PDF 26 MB Posted Aug 24, 2022

Attached to: MT FWS CMR 61520(1), Charles M Russell Refuge Repairs
Solicitation number: 69056722B000021
Issued by: Department of Transportation Federal Highway Administration

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Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for repairs at the Charles M Russell Wildlife Refuge in Montana. The project consists of culvert replacement, roadway improvements, concrete ford construction, and bridge construction with an estimated price range of $2-3 million. It will be solicited in winter 2022 as a small business set-aside, with two bid schedules but only one to be awarded. Preliminary plans and additional information are available electronically. Interested vendors should monitor SAM.gov for the actual solicitation date and select "Follow" to receive automatic notifications. The soliciting agency is the Department of Transportation Federal Highway Administration.

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File	Type	Posted
PROJECT DESCRIPTION_MT FWS CMR 61520(1).pdf	PDF	Aug 24, 2022
Prelim Letter_MT FWS CMR 61520(1).pdf	PDF	Aug 24, 2022

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FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATIONProject Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED FOR

PLANS FOR PROPOSED PROJECT

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

L. HIGA

Western Federal Lands Highway Division

Chief of Engineering, MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

S O

U T

H D

A K

O T

WYOMING

H O

UNITED STATES

CANADA

PARK

NATIONAL

GLACIER

PARK

NATIONAL

YELLOWSTONE

WILDLIFE RANGE

NATIONAL

CHARLES M. RUSSELL

Lake

Flathead

Elwell

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

MT FWS CMR 61520(1)

CHARLES M RUSSELL REFUGE REPAIRS

ZORTMAN

MONUMENT

NATIONAL

RIVER BREAKS

UPPER MISSOURI

NATIONAL WILDLIFE REFUGE

CHARLES M. RUSSELL

SCALE IN MILES

6 3 6 12 18

TO MALTA

35 MILES

TO LEWISTOWN

45 MILES

SIPARYANN CREEK

SAND CREEK

ROCK CREEK

SEVEN MILE

NICHOLS

MONTANA

FERGUS AND PHILLIPS COUNTIES

CHARLES M RUSSELL REFUGE

ROUTE 101

A.1

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1)

D e c e m b e r

.1 T it le

S h e e t]

C M

W il d li f e R e f u g e R e p a ir s \d g n

\m t-r c m r

\m t-r c m r a a .d g n

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y

S u m m e r s

ENGINEERS

PLANNERS

SURVEYORS

PLANS PREPARED BY

LANDUSKY

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Projects, FP-14 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

RECONSTRUCTION

e (max)

ADT (2035)

ADT (2015)

25 MPH

LOW ADT

N (14+60 to 17+00)

(31+10 to 37+65)

(50+90 to 54+10)

(72+40 to 74+00)

(90+10 to 97+80)

(184+50 to 277+50)

END PROJECT

BEGIN PROJECT

NICHOLS 54+10

ROUTE 101 184+50

PRELIMINARY - N

OT FOR CONSTRUCTION

A u g u s t

U n ti tl e d

S h e e t

C M

W il d li f e R e f u g e R e p a ir s \d g n

\m t-r c m r

\m t-r c m r a b

.d g n

INDEX TO SHEETS

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) A.2

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

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)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

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 route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

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.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

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 :2 e c e m b e r

U S

M R

W il d li f e R e f u g e R e p a ir s \d g n \m t-r c m r \m t-r c m r a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3FWS CMR 61520(1)MT

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

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

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

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

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

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

A.4

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1)

:1 e c e m b e r

In t_ ft

M R

W il d li f e R e f u g e R e p a ir s \d g n \m t-r c m r \m t-r c m r a c .d

C h e c k e d b y

D r u y v e s te in D e s ig n e d b y :R

S u m m e r s

VICINITY MAP

ROUTE 101

SAND CREEK

SIPARYANN CREEK

ROCK CREEK

SEVEN MILE NICHOLS

SCALE IN MILES

2 1 2 4

MISSOURI RIVER

NATIONAL WILDLIFE REFUGE

CHARLES M. RUSSELL

MISSOURI RIVER

RTE. 101

A u to Tou r R ou te

. 1

S ip a ry a n n C re e k

R o c k C re e k R T E . 2

S e v e n m ile C re e k

N ic h o ls C o u le e

C K C re e k

R T E . 2

RTE. 220

R T E . 2

RTE. 201

R T E . 3

RTE. 201

R T E

R T

R T E . 2

RTE. 201

TO LEWISTOWN

50 MILES

TO MALTA

58 MILES

(14+60 to 17+00)

(31+10 to 37+65)

(50+90 to 54+10)(72+40 to 74+00)

(90+10 to 97+80) to sites Seven Mile and Nichols RTE. 203 provides the best access

(184+50 to 277+50)

RTE. 220

PRELIMINARY - N

OT FOR CONSTRUCTION

SCHEDULES A AND B

SCHEDULE B

SCHEDULE B SCHEDULE B

:0 a y

B a s e .B

C M

W il d li f e R e f u g e R e p a ir s \d g n

\m t-r c m r

\m t-r c m r c a .d g n

SECTION QUANTITIES

TABULATION OF TYPICAL

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) C.1

TYPICAL SECTION 1

NO SCALE

(1 OF 2)

TYPICAL SECTIONS

93+93 to 97+80 Sand Creek

90+10 to 93+36.58 Sand Creek

72+80 to 73+80 Seven Mile

50+90 to 54+10 Nichols Crossing

35+75 to 37+65 Rock Creek

31+10 to 32+95 Rock Creek

14+60 to 17+00 Siparyann Creek

1:3 1:3

Method 1

2-inch compacted depth, Roadway Aggregate, Profile grade

Variable depth select borrow

Existing GroundExisting Ground

Daylight 1:20 (typ.)

16' Existing Roadway

Method A, Class 1

Placed Riprap, Method A, Class 1

Placed Riprap, Existing Ground

TYPICAL SECTION 1A

13+20 to 13+80 Siparyann Creek

Existing Ground

2-inch Surfacing Gravel

Method A, Class 3

Placed Riprap, 1:3 1:3

5' Typ.

Method A, Class 3

Placed Riprap, 5' Typ.

TYPICAL SECTION 1B

35+40 to 35+75 Rock Creek

32+95 to 33+30 Rock Creek

16'

8'8'

2' 2' 1

8' 8'

M in

:0 a y

B a s e .B c p w w o r k \d

L H

C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) C.2

TYPICAL SECTION 3

(2 OF 2)

TYPICAL SECTIONS

93+36.58 to 93+93 Sand Creek Crossing

33+95 to 34+20 Rock Creek

TYPICAL SECTION 2

34+20 to 35+40 Rock Creek

33+30 to 33+95 Rock Creek

Profile grade

1:3 1:3

Select borrow Roadway Aggregate, Method 1

6" Compacted depth

Roadway Aggregate, Method 1

6" Compacted depth

Roadway Aggregate, Method 1

6" Compacted depth geotextile, Class 1, Type A wrapped in Seperation Stabilization

1.5 cubic feet of granular backfill reinforced, 6-inch depth

Minor concrete pavement, Existing Ground

Class 3

Riprap, Method A, 16'

8'8'

16'

8'8'

Min 3' in e b r u a r y

B a s e .B p w w o r k \d

L H

C e ll s .c e l

STATE PROJECT

NUMBER

MT FWS CMR 61520(1) C.3

3. Sign W5-3 will be 24'' x 24''

2. Sign OM3-R & OM3-L dimensions 12'' x 36''

1. Permanent sign installation details are located on sheet K.1.

GENERAL SIGNAGE NOTES:

See Sheet F.1 for culvert riprap quantities.

:0 a y

B a s e .B

C M

W il d li f e R e f u g e R e p a ir s \d g n

\m t-r c m r

\m t-r c m r d a .d g n

PLAN & PROFILE QUANTITIES

TABULATION OF ROAD

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) D.1

N69°07'49"E

N51°13'13"E

'242.26L =

'122.13T =

'775.00R =

(LT)17°54'37"Δ =

11+57.53PI

P O

3 1 4 1 5 1 6 1 7 1

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

2,270 2,270

2,280 2,280

+2.70 7%

-0.302%

' VC85

28.25K =

'151.84SSD =

Profile Grade

30 6001530

Scale in feet

Wetland Area

Line to be Constructed of Roadway Existing Edge

Rte 201

Si pa ry an n Cr ee k

Sip ary an n C ree k

Construction limits

El=2271.22 E=2206586.402 N=1230764.331 17+00

FWS CMR 61520(1)

SIPARYANN CREEK

END RECONSTRUCTION

END PROJECT

N limits Slope stake

El. 2264.34 Off. 27.33 15+39.22

El. 2263.01 Off. 23.59 15+38.51

El. 2262.44 Off. 25.72 15+56.30

El. 2262.06 Off. 22.03 15+55.66

El. 2264.97 Off. 28.5 16+06.43

El. 2265.69 Off. 27.3 16+24.53

El. 2263.58 Off. 24.59 16+24.92

El. 2262.62 Off. 25.94 16+05.57

Note: See sheet D.7 for Centerline Points from 15+20 to 16+40 Remove and reset fence

(4) 48-Inch Pipe Culvert

Existing ground

El=2268.14 E=2206294.699 N=1230528.669

13+20

FWS CMR 61520(1)

SIPARYANN CREEK

BEGIN PROJECT

El=2269.50 E=2206399.309 N=1230614.012

BEGIN RECONSTRUCTION

Station 13+20 to 13+80.

approximately 2' wide and 1' deep located on shoulders (LT/RT) Placed Riprap, Method A, Class 1

Wetland Area

See Sheet F.12 (at headwall and outfall) Placed Riprap, Method A, Class 3 Install 48-Inch Pipe Culvert Removal of Pipe Culvert

:2 a rc h

S ip a ry a n n P la n S h e t]

C M

W il d li fe

R e fu g e R e p a ir s \d g n

\D e s ig n D

G N

D e s ig n \M

T F

W S

C M

S ip a ry a n n c o r.

d g n

SIPARYANN CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) D.2

20202

20203

N60°45'06"E N56°37'35"E

'144.00L =

'72.03T =

'2,000.00R =

(LT)04°07'31"Δ =

31+71.31PI

32 3

10' (typ.)

Conc. Pavement Edge of

STA 33+30 to 33+95 6-inch depth pavement, reinforced, Minor concrete Install

STA 34+20 to 35+40 6-inch depth pavement,reinforced, Install Minor concrete

STA 33+95 to 34+20 Pre-Fabricated Steel Bridge construction limits Elev. 2275' within of streambed to Regrade bottom construction limits Elev. 2275' within of streambed to Regrade bottom

Wetland Area

Edge of Road

Pipe Culvert Removal of

See Sheet F.12 (at headwall and outfall) Placed Riprap, Method A, Class 3 36-Inch Pipe Culvert (2) Removal of Pipe Culvert (2)

See Sheet F.12 (at headwall and outfall) Placed Riprap, Method A, Class 3 36-Inch Pipe Culvert, Removal of Pipe Culvert, Line to Be Constructed of conc. ford and front of bridge footings 3' of riprap along downstream side Placed Riprap, Method A, Class 3

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00

2,270 2,270

2,280 2,280

2,290 2,290

36-Inch Pipe Culvert

36-Inch Pipe Culvert (2)

Elev. 2275' Channel Invert

Bottom of Footing

Existing Ground

Profile Grade

-1.435%

+6.

-7.250%

+0.000%

+0.069%

' VC90

15.48K =

'101.63SSD =

' VC110

18.42K =

'110.12SSD =

' VC80

11K =

'89.14HLSD =

' VC80

13K =

'102.95HLSD =

Existing Cattle Guard reinforced, 6-inch depth Minor concrete pavement, reinforced, 6-inch depth Minor concrete pavement, Steel Bridge Pre-Fabricated

30 6001530

Scale in feet

See Sheet K.2 Object Markers OM3-R/L

Elev. 2280' Armor slope from Conc. Ford to Placed Riprap, Method A, Class 3

Rock Creek Crossing Structurual Plans see sheets K.1-K.12 Placed riprap per this sheet, sheet F.2 and typical section.

Salvage existing pipe culverts.

NOTE:

Rte 201

R ock C reek

W5-3 Install Sign

31+10

FWS CMR 61520(1)

ROCK CREEK

BEGIN RECONSTRUCTION

El=2289.15 E=2221006.967 N=1227355.559

BEGIN PROJECT

37+65

FWS CMR 61520(1)

ROCK CREEK

END RECONSTRUCTION

El=2286.30 E=2221556.446 N=1227712.182

END PROJECT

Limits Construction

El. 2271.35 Off. 41.03 31+16.37

El. 2282.00 Off. 31.16 31+25.92

El. 2272.75 Off. 27.53 35+97.17 El. 2273.16 Off. 26.61 32+92.34

El. 2270.84 Off.43.29 33+05.77

El. 2270.89 Off. 42.45 33+10.94

Note: See sheet D.7 for Centerline Points

Construction limits

Sheet K.2 OM3-R/L. See Object Marker

:0 a rc h

R o c k C re e k P la n

-4

S h e e t]

F C

M R

W il d li fe

R e fu g e R e p a ir s \d g n \D e s ig n D

G N

D e s ig n \M

T F

W S

C M

R o c k C re e k c o r.

d g n

ROCK CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) D.3

20401

GPS

20403

20402

N75°37'20"E

20402

GPS

20403

GPS

50 10002550

Scale in feet

Wetland Area

Wetland Area at headwall and outlet of culvert.

Placed riprap, Method A, Class 3 elliptical pipe culvert

84-Inch equivalent diameter arch or

73+26.33

Removal of Pipe Culvert (2), Line to be Constructed

Edge of Road

3. Culvert and riprap layout, see sheet F.4

2. Maintain existing roadway grade.

use for future work.

pipe next to roadway. FWS will pick up or

1. Salvage two existing pipes. Leave salvage

NOTE:

RTE 201

S E

V E

N M I L E C

R E

E K

Construction Limits

BEGIN PROJECT

72+75

FWS CMR 61520(1)

SEVEN MILE CREEK

BEGIN RECONSTRUCTION

El=2261.20

E=2264374.074

N=1220713.559

END PROJECT

73+80

FWS CMR 61520(1)

SEVEN MILE CREEK

END RECONSTRUCTION

EL=2260.23

E=2264475.785

N=1220739.632

Note: See sheet D.7 for Centerline Points

:4 e b r u a r y m il e p la n

S h e

M R

W il d li fe R e fu g e R e p a ir s \d g n \D e s ig n D

G N

D e s ig n \M

T F

W S

C M

M il e c o r.

d g n

SEVEN MILE CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) D.4

N70°0 0'10"

N76°54'17"E

N84°07'36"E S85°39'35"E

'60.23L =

'30.15T =

'500.00R =

(RT)06°54'06"Δ =

51+33.30PI

'94.54L = '47.33T = '750.00R =

(RT)07°13'20"Δ =

53+04.00PI

'62.39L = '31.28T = '350.00R =

(RT)10°12'48"Δ =

56+01.29PI

C 5

53 5

GPS

20501

GPS

20502

50+00 51+00 52+00 53+00 54+00 55+00 56+00

2,250 2,250

2,260 2,260

51+91, Approx. IE 2251.8' 60" x 48" Pipe Arch Culvert.

See Sheet F.14 at Bridge Abutments and wingwalls Placed Riprap, Method A, Class 3

Bridge Abutments

-0.775% +1.679%

+0.029%

' VC80

48.49K =

'239.43SSD =

' VC80

33K =

'423.77HLSD =

Wooden Bridge Protect Existing

See Sheet F.14 at bridge abutments and wingwalls Placed Riprap, Method A, Class 3

Wetland Area

See sheet F11 Reinforced Dip Detail.

Slope Stake Limits

50 10002550

Scale in feet

Removal of Pipe Culvert

Edge of Road

Line to be Constructed of Roadway Existing Edge OM3-R/L

Object Marker

OM3-R/L

Object Marker

Existing Ground

Final Profile

Slope Stake Limits

Rte 201

C o u le e N ic h o ls ic h o ls C o u le e

W5-3 Install Sign

See sheet D.7 for Centerline Points.2.

replacement, See sheet F.5.

1. Placed riprap details for culvert

NOTE:

50+90

FWS CMR 61520(1)

NICHOLS CREEK

BEGIN RECONSTRUCTION

El=2257.55 E=2280677.019 N=1220749.535

BEGIN PROJECT

54+60

FWS CMR 61520(1)

NICHOLS CREEK

END RECONSTRUCTION

El=2258.95 E=2281039.346 N=1220819.011

END PROJECT

See sheet F.4 (at inlet and outlet of culvert) Placed riprap, Method A, Class 3 54-Inch diameter arch or elliptical pipe culvert 51+91

2255'

:1 a rc h

N ic h o ls

C re e k P la n S h e

C M

W il d li fe

R e fu g e R e p a ir s \d g n

\D e s ig n D

G N

D e s ig n \M

T F

W S

C M

N ic h o ls C re e k c o r.

d g n

NICHOLS CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) D.5

90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00

2,250 2,250

2,260 2,260

2,270 2,270

2,280 2,280

2,290 2,290

Elev. 2270.00

See sheets K.13 to K.18

93+36.58 to 93+93.00

Pre-Fabricated Steel Bridge Existing Ground

Profile Grade

+6.1 39%

-2.967% +0.000%

-1.080%

' VC100

13.85K =

'95.49SSD = ' VC100

34K =

'286.29HLSD =

' VC100

16K =

'115.54HLSD =

G P S

20303

G P S

20302

G P S

20301

N27°0 9'06

N06°59'46"W N30°

38' 28"

N °5

'1 "E

'105.53L =

'53.32T =

'300.00R =

(RT)20°09'19"Δ =

91+49.27PI

'377.57L = '210.92T = '340.00R =

(RT)63°37'38"Δ =

96+09.13PI

'86.66L = '43.96T = '210.00R =

(LT)23°38'41"Δ =

92+93.60PI

3 9

OM3-R/L

Marker Object

OM3-R/L

Object Marker and wing walls wooden abutments, piles FWS to remove existing

S a n d C re e k See sheets K.15

Placed Riprap, Method A, Class 3

See Sheet F.7.

Regrade stream embankements, Removal of Pipe Culvert

Wetland Area

Edge of Road

Remove and Reset Sign to Station 92+50 (LT) Remove and Reset Sign

One Lane Bridge Install Sign W5-3

Slope stake limits

See Sheets K.15 Placed Riprap, Method A, Class 3

30 6001530

Scale in feet

BEGIN PROJECT

90+10

FWS CMR 61520(1)

SAND CREEK

BEGIN RECONSTRUCTION

El=2272.34 E=2211553.804 N=1221487.799

END PROJECT

97+80

FWS CMR 61520(1)

SAND CREEK

END RECONSTRUCTION

El=2279.10 E=2211428.219 N=1222209.079

Slope stake limits

Note: See sheet D.7 for Centerline Points

:5 u g u s t

S a n d C re e k P la n

P ro fi le

-2

S h e e t]

F C

M R

W il d li fe

R e fu g e R e p a ir s \d g n \D e s ig n D

G N

D e s ig n \M

T F

W S

M R

S a n d C re e k B ri d g e c o r.

d g n

SAND CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) D.6

S e p te m b e r m il e p la n

S h e

C M

W il d li f e R e f u g e R e p a ir s \d g n

\m t-r c m r

\m t-r c m r d b .d g n

TABLES

CENTERLINE POINT

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) D.7

ROUTE 10

of road

Approximate centerline

SCALE IN FEET

200 100 200 400 of road

Approximate centerline

ROUTE 101

D.8

STATE PROJECT

NUMBER

SHEET

:5 e c e m b e r

M R

W il d li fe R e fu g e R e p a ir s \d g n \D e s ig n D

G N

D e s ig n \M

T F

W S

M R

(1 d

C h e c k e d b y

D e s ig n e d b y

PLAN

ROUTE 101

s k e w

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h P ip e C u lv e r t

R e m o v a l o f P ip e C u lv e r t

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

P ip e C u lv e r t

I n s ta ll

I n h

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

P ip e C u lv e r t

I n s ta ll

I n

S e e S h e e t

F .1

M e th o d A

C la s s

P la c e d

R ip r a p

P ip e C u lv e r t

I n s ta ll

I n

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

P ip e C u lv e r t

I n s ta ll

I n

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h P ip e C u lv e r t

R e m o v a l o f P ip e C u lv e r t

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h P ip e C u lv e r t

R e m o v a l o f P ip e C u lv e r t s k e w

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h P ip e C u lv e r t

R e m o v a l o f P ip e C u lv e r t

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h P ip e C u lv e r t

R e m o v a l o f P ip e C u lv e r t

Culvert crossings on 101 will be field fit

Route 101 after September 1st.

No closures are premitted on

NOTE:

R e m o v a l o f P ip e C u lv e r t

FWS CMR 61520(1)

0 1

ROUTE 101

of road

Approximate centerline

SCALE IN FEET

200 100 200 400 of road

Approximate centerline

ROUTE 101

PLAN

ROUTE 101

D.9

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1)

:2 e c e m b e r

M R

W il d li fe R e fu g e R e p a ir s \d g n \D e s ig n D

G N

D e s ig n \M

T F

W S

M R

(2 d

C h e c k e d b y

D e s ig n e d b y

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h

P ip e C u lv e r t

R e m o v a l o f P ip e C u lv e r t

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h P ip e C u lv e r t

P r o te c t

I n c h

C u lv e r t

C la s s

S e e S h e e t

F .1

P la c e d R ip r a p M e th o d A

I n s ta ll

I n c h P ip e C u lv e r t

R e m o v a l o f P ip e C u lv e r t and area to place borrow.

Available staging area

FWS CMR 61520(1)

0 3

:3 e b r u a r y

S a n d C r e e k P la n P r o f il e

S h e

C M

W il d li f e R e f u g e R e p a ir s \d g n

\D e s ig n D

G N

E r o s io n \m t-r c m r e a .d g n

QUANTITIES

AND SEDIMENT CONTROL

TABULATION OF SOIL EROSION

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.1

Edge of Road

Wetland Area

Line to be Constructed of Roadway

Existing Edge

See sheet E.11

Fiber Roll

BEGIN PROJECT

13+20

FWS CMR 61520(1)

SIPARYANN CREEK

BEGIN RECONSTRUCTION

El=2268.14

E=2206294.699

N=1230528.669

END PROJECT

17+00

FWS CMR 61520(1)

SIPARYANN CREEK

END RECONSTRUCTION

El=2271.22

E=2206586.402

N=1230764.331

30 6001530

Scale in feet

LEGEND

Wetland

(See Sheet E.10, for details)

Install soil erosion control, Fiber Roll Check Dam

(See Sheet E.11 for details)

Install soil erosion control, Fiber Roll

(See Sheet E.9 for details)

Install soil erosion control, Silt Fence

Construction limits

:0 e b r u a r y

S ip a r y a n n P la n

S h e

C M

W il d li f e R e f u g e R e p a ir s \d g n

\D e s ig n D

G N

E r o s io n \m t-r c m r e d

.d g n

SEDIMENT CONTROL PLAN

SOIL EROSION AND

SIPARYANN CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.2

N60°45'06"E N56°37'35"E

32 3

20202

20203

Conc. Pavement

Edge of

STA 33+95 to 34+20

Pre-Fabricated Steel Bridge

Slope Stake Limits

Wetland Area

Edge of Road of Road

Existing Edge

Line to Be Constructed

30 6001530

Scale in feet

See sheet E.9

Silt fence

See sheet E.9

Silt fence

32+80 to 33+25 RT

31+00 to 31+40 RT

See sheet E.11

Fiber Roll

BEGIN PROJECT

31+10

FWS CMR 61520(1)

ROCK CREEK

BEGIN RECONSTRUCTION

El=2289.15

E=2221006.967

N=1227355.559

END PROJECT

37+65

FWS CMR 61520(1)

ROCK CREEK

END RECONSTRUCTION

El=2286.30

E=2221556.446

N=1227712.182

See Sheet E.11

Fiber Roll

LEGEND

Wetland

(See Sheet E.10, for details)

Install soil erosion control, Fiber Roll Check Dam

(See Sheet E.11 for details)

Install soil erosion control, Fiber Roll

(See Sheet E.9 for details)

Install soil erosion control, Silt Fence

:1 e b r u a r y

R o c k C r e e k P la n

S h e

C M

W il d li f e R e f u g e R e p a ir s \d g n

\D e s ig n D

G N

E r o s io n \m t-r c m r e f .d g n

SEDIMENT CONTROL PLAN

SOIL EROSION AND

ROCK CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.3

6 7

50 10002550

Scale in feet

Wetland Area

Slope Stake Limits

Line to be Constructed

Edge of Road of Roadway

Existing Edge

See sheet E.11

Fiber roll

Constructed

Line to be

BEGIN PROJECT

72+75

FWS CMR 61520(1)

SEVEN MILE CREEK

BEGIN RECONSTRUCTION

EL=2261.20

E=2264374.074

N=1220713.559

END PROJECT

73+80

FWS CMR 61520(1)

SEVEN MILE CREEK

END RECONSTRUCTION

El=2260.23

E=2264475.785

N=1220739.632

LEGEND

Wetland

(See Sheet E.10, for details)

Install soil erosion control, Fiber Roll Check Dam

(See Sheet E.11 for details)

Install soil erosion control, Fiber Roll

(See Sheet E.9 for details)

Install soil erosion control, Silt Fence

:1 e b r u a r y m il e p la n

S h e

C M

W il d li f e R e f u g e R e p a ir s \d g n

\D e s ig n D

G N

E r o s io n \m t-r c m r e g

.d g n

SEDIMENT CONTROL PLAN

SOIL EROSION AND

SEVEN MILE CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.4

1 5

2 53 5

Wooden Bridge

Protect Existing

Wetland Area

Slope Stake Limits

50 10002550

Scale in feet

Edge of RoadEdge of Road

Line to be Constructed of Roadway

Existing Edge

Slope Stake Limits

See Sheet E.9

Silt Fence

See Sheet E.11

Fiber Roll

See Sheet E.9

Silt Fence

50+90

FWS CMR 61520(1)

NICHOLS CREEK

BEGIN RECONSTRUCTION

El=2257.55

E=2280677.019

N=1220749.535

BEGIN PROJECT

END PROJECT

54+60

FWS CMR 61520(1)

NICHOLS CREEK

END RECONSTRUCTION

El=2258.95

E=2281039.346

N=1220819.011

LEGEND

Wetland

(See Sheet E.10, for details)

Install soil erosion control, Fiber Roll Check Dam

(See Sheet E.11 for details)

Install soil erosion control, Fiber Roll

(See Sheet E.9 for details)

Install soil erosion control, Silt Fence

:1 e b r u a r y

N ic h o ls

C r e e k

P la n

S h e

M R

W il d li f e R e f u g e R e p a ir s \d g n \D e s ig n D

G N

E r o s io n \m t-r c m r e h .d g n

SEDIMENT CONTROL PLAN

SOIL EROSION AND

NICHOLS CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.5

3 9

Slope Stake Limits

Wetland Area

Slope Stake Limits

93+36.58 to 93+93.00

Pre-Fabricated Steel Bridge

See Sheet D.6

Regrade stream embankments

Removal of Pipe Culvert of Roadway

Existing Edge

30 6001530

Scale in feet

See Sheet E.9

Silt Fence

Edge of RoadwayBEGIN PROJECT

90+10

FWS CMR 61520(1)

SAND CREEK

BEGIN RECONSTRUCTION

El=2272.34

E=2211553.804

N=1221487.799

END PROJECT

97+80

FWS CMR 61520(1)

SAND CREEK

END RECONSTRUCTION

El=2279.10

E=2211428.219

N=1222209.079

LEGEND

Wetland

(See Sheet E.10, for details)

Install soil erosion control, Fiber Roll Check Dam

(See Sheet E.11 for details)

Install soil erosion control, Fiber Roll

(See Sheet E.9 for details)

Install soil erosion control, Silt Fence

:1 e b r u a r y

S a n d C r e e k P la n P r o f il e

S h e

M R

W il d li f e R e f u g e R e p a ir s \d g n \D e s ig n D

G N

E r o s io n \m t-r c m r e e .d g n

SEDIMENT CONTROL PLAN

SOIL EROSION AND

SAND CREEK CROSSING

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.6

ROUTE 10

of road

Approximate centerline

SCALE IN FEET

200 100 200 400 of road

Approximate centerline

ROUTE 101

E.7

STATE PROJECT

NUMBER

SHEET

:5 e c e m b e r

In t_ ft

M R

W il d li f e R e f u g e R e p a ir s \d g n \D e s ig n D

G N

E r o s io n \m t-r c m r e b .d

C h e c k e d b y

D e s ig n e d b y

SEDIMENT CONTROL PLAN

SOIL EROSION AND

ROUTE 101

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

FWS CMR 61520(1)

0 1

ROUTE 101

of road

Approximate centerline

SCALE IN FEET

200 100 200 400 of road

Approximate centerline

ROUTE 101

SEDIMENT CONTROL PLAN

SOIL EROSION AND

ROUTE 101

E.8

STATE PROJECT

NUMBER

SHEET

:2 e c e m b e r

In t_ ft

C M

W il d li f e R e f u g e R e p a ir s \d g n

\D e s ig n D

G N

E r o s io n \m t-r c m r e c .d

C h e c k e d b y

D e s ig n e d b y

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

S e e s h e e t

E .1

A t in le t/ o u tl e t

F ib e r R o ll ty p

FWS CMR 61520(1)

0 3

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

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Geotextile

Steel or wood post

Backfilled and compacted soil

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

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

End Posts Detail

End posts, see

End Posts Detail

End posts, see fabric, Section A

Geotextile

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

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

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

See Note 3

Flow

Varies

Varies f o r s p a c in g

S e e N o te

SWPPP SIGN DETAIL

m in m in m in

4" min.

6" min. trench

:3 e b r u a r y

D e t

U s e rs

\D a ll in .D

J A

N D

A \D o w n lo a d s \W

-1

.d g n

SILT FENCE

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.9

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to requirements of the check dam device.

approved by the CO, to meet the functional

Construct check dams from fiber rolls, filter rock as

Se e N ote

Flow

F lo w m in

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line the ends. See Note 6 to prevent flow around

Curve ends upstream

FIBER ROLL CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

uphill side of fiber roll trench material on

Place excavated on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on

(FT)

Trench 2" (min.)

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8

1-inch x 18 1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

9" Ø minimum fiber roll.

O c to b e r

D e t

M R

W il d li f e R e f u g e R e p a ir s \d g n \S ta n d a r d D e ta il s \E r o s io n C o n tr o l\

W .d g n

CHECK DAM

FIBER ROLL

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.10

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)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

U.S. DEPARTMENT OF TRANSPORTATION

U S

C c m y fi le s p w p r o d u c ti o n d m s

W .d g n

J u ly

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

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

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

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:

EROSION DETAILS

E.12

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1)

:4 o v e m b e r

In t_ ft

M R

W il d li f e R e f u g e R e p a ir s \d g n \D e s ig n D

G N

E r o s io n \m t-r c m r e l.

d g n

J P

E D

E R

S O

N B

M c C

R A

C h e c k e d b y

D e s ig n e d b y

NO SCALE

TEMPORARY CULVERT

TEMPORARY DIVERSION CHANNEL

SECTION A-A

PLAN

embankment

Roadway embankment

Roadway

Flow temporary barrier

Use sandbags to construct

Permanent culvert

Road centerline embankment.

under proposed for one lane closure areas Temporary culvert required

Earthwork limits

Permanent natural channel

See Note 4 backflow into natural channel

Use sandbags to prevent with plastic liner or riprap

Temporary diversion channel

Subgrade

Temporary culvert backfill

Bedding

Natural ground

SOIL EROSION CONTROL AT CULVERT

m in fiber roll at outlet

Install soil erosion control, FlowFlow

F lo w

Centerline of road

Soil erosion control, fiber roll

Proposed or existing culvert

Proposed or existing culvert headwall fiber roll (approx. 10', typ.)

Soil erosion control, Ditch line

Top of ditchslope

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

when scheduled)

Silt fence (typ.

Sandbags

Riprap lining Riprap lining

SandbagsPlastic liner

SSSS

SS SS

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

CO approval only.

Re-use of the existing culvert for the temporary culvert by using one of the methods listed in Subsection 204.11(a).

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

When specified replace the portion of the diversion liner. Bury the upstream edge of the liner a minimum of 1'.

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and

GeotextileGeotextile and secure with sandbags (typ.)

B Ø

10' min.10' min.

B B

T T

D D

NOTE:

20301

-1900

20701

-0700

25101

-0300

60201

-1000

60201

-1200

60202

-0900

60202

-1400

64707

-1000

Station

E S T

A T E D

M A X

U M

C O

V E R

S T R U

C T U

R A L E

X C A V A T

R E M

O V A L O

F P

E C

U L V E R T

S E P A R A T

N -S

T A B

A T

T E X T

C L A S S

T Y P E B

P L A C E D

R A P

M E T H

O D

C L A S S

-I

N C H

E C

U L V E R T

-I

N C H

E C

U L V E R T

-I

N C H

E Q

A L E

M E T E R A

R C H

O R E

L L

E C

U L V E R T

-I

N C H

E Q

A L E

M E T E R A

R C H

O R E

L L

E C

U L V E R T

A T

S T R E A M

T E R A

S K E W

A N

G L E

A ll o w a b le

P ip e M a te ri a l

(S e e k e y b e lo w

B E V E L S

V :n

B E V E L S

V :n

REMARKS

See below for numbered notes

FEET CUYD EACH SQYD CUYD LNFT LNFT LNFT LNFT (CY) Lt Rt

184+50 2 53 66 34 40 10° AS N/A N/A Route 101

191+75 2 37 64 32 40 0° AS N/A N/A Route 101

195+60 2 37 64 32 40 0° AS N/A N/A Route 101

204+80 2 39 64 32 42 0° AS N/A N/A Route 101

205+00 2 1 Route 101

210+75 2 37 64 32 40 0° AS N/A N/A Route 101

217+00 2 36 64 32 39 0° AS N/A N/A Route 101

233+00 2 33 64 32 36 0° AS N/A N/A Route 101

238+00 2 35 64 32 38 0° AS N/A N/A Route 101

242+00 2 39 64 32 42 20° AS N/A N/A Route 101

250+30 2 53 66 34 40 0° AS N/A N/A Route 101

252+50 2 37 64 32 40 0° AS N/A N/A Route 101

264+00 2 39 64 32 42 0° AS N/A N/A Route 101

15+39 4 48 66 34 51 0° AS N/A N/A Siparyann Creek

15+56 4 45 66 34 48 0° AS N/A N/A Siparyann Creek

16+07 4 50 66 34 54 0° AS N/A N/A Siparyann Creek

16+26 4 49 66 34 52 0° AS N/A N/A Siparyann Creek

31+22 11 210 64 32 68 5° AS N/A N/A Rock Creek

32+96 2 81 64 32 66 8° AS N/A N/A Rock Creek

33+03 1 81 64 32 66 8° AS N/A N/A Rock Creek

34+10 1 73 Rock Creek Channel

51+91 2 27 94 53 45 3° AS N/A N/A Nichols Creek

73+26 3 126 134 84 52 0° AS N/A N/A Sevenmile Crossing

93+60 1 88 Sand Creek Channel

PROJECT TOTAL 1192 3 1456 757 599 285 45 52 161

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of 0.064" or the thickness required AS Aluminized steel by the Std. 602-1 fill height table. C Concrete

GS Galvanized steel

P Plastic

(blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES (Schedule A & B) F

M R

W il d li fe

R e fu g e R e p a ir s \D o c s \Q u a n ti ti e s

G .1

D ra in a g e Q u a n ti ti e s -1

-1

.x ls x ]S h e e t

-A u g -2

R .S u m m e rs

D ru y v e s te in /2

D e s ig n d e c k e d b y

STATE PROJECT

F.1

SHEET

NUMBER

FWS CMR 61520(1)MT

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

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

2,255 2,255

2,260 2,260

2,265 2,265

2,270 2,270

2,275 2,275

2,280 2,280

2,285 2,285

2,290 2,290

2,295 2,295

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

INLET

CHANNEL BANKFULL WIDTH: 6ft

INSTREAM WORK WINDOW:

FISH SPECIES:

: 2284

HWQ100: 8460 cfs

Q2:297 cfs

HYDRAULIC INFORMATION

INFILL TYPE:

FLOWLINE SLOPE: PIPE SLOPE:

WALL THICKNESS: LENGTH:

RISE: SPAN: TYPE:

CULVERT

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

OUTLET

elevation 2274.67

Proposed channel elevation 2273.64

Proposed channel

Proposed road CL bridge deck

Prefabricated steel

Existing ground

Slope 1.63% streambed material

Backfill with nativeflowline

Proposed channel

2275'

Roadway CL method A, class 3

Placed riprap, method A, class 3

Placed riprap, wall, typ.

Concrete retaining wall, typ.

Concrete retaining

Scale in feet

5 10 15

Rock Creek

Existing ground

Section A-A

B C

43'10' 10'

:0 e b r u a r y

L R o c k C re e k A

O P

P ro fi le

S h e

C M

W il d li fe R e fu g e R e p a ir s \d g n

\D e s ig n D

G N

D e s ig n \M

T F

W S

C M

R o c k

C re e k c o r.

d g n

ROCK CREEK AOP

[1]

[2]

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) F.2

Section C-CSection B-B Section C-C steel bridge

Pre-fabricated

Existing ground

Finish grade

Elev 2279'

Finish grade

Elev. 2275'

Approx. channel

Method A, class 3

Place riprap, 0% Slope

TYPICAL BRIDGE SECTION

ROCK CREEK STREAM RECONSTRUCTION

TYPICAL RIPRAP ARMOR FOR CONCRETE FORD

ROCK CREEK STREAM RECONSTRUCTION

Method A, class 3

Placed riprap, Material

18" Native streambed

Existing ground

Finish grade Elev. 2275'

Approx. channel

SECTIONS B-B & C-C

ROCK CREEK AOP

Material

Streambed

18" Native

Class A

Structural concrete, Concrete ford

Class A

Structural concrete, Concrete ford

(at face of concrete ford)

Method A, class 3

Place riprap, (at face of concrete ford)

Method A, class 3

Place riprap, 0+00 0+10 0+20 0+30 0+40 0+50

2,265 2,265

2,270 2,270

2,275 2,275

2,280 2,280

2,285 2,285

0+00 0+10 0+20 0+30 0+40 0+50

2,265 2,265

2,270 2,270

2,275 2,275

2,280 2,280

2,285 2,285

3'19'3' 19'

25'

M in

:1 e b r u a r y

P r o f il e

S h e

C M

W il d li fe R e fu g e R e p a ir s \d g n

\D e s ig n D

G N

D e s ig n \M

T F

W S

C M

R o c k

C re e k c o r.

d g n

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) F.3

-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90

2,240 2,240

2,245 2,245

2,250 2,250

2,255 2,255

2,260 2,260

2,265 2,265

2,270 2,270

2,275 2,275

0+00

2,240 2,240

2,250 2,250

2,260 2,260

2,270 2,270

SEVEN MILE CULVERT

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

INLET

CHANNEL BANKFULL WIDTH:

INSTREAM WORK WINDOW:

FISH SPECIES:

HWQ100: 6670 cfs

Q2:271 cfs

HYDRAULIC INFORMATION

INFILL TYPE:None

FLOWLINE SLOPE: -0.53% PIPE SLOPE: -0.53%

WALL THICKNESS: 0.111"LENGTH: 60-ft

RISE: 63" SPAN: 87" TYPE:Arch

CULVERT

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

OUTLET

pipe arch culvert

Proposed 87" x 63"

73+26.33

Proposed road CL

N centerline

Proposed culvert

Proposed road CL

Proposed road grade

Slope 0.53%

10'

Riprap splashpad

60'

29.5' LT

73+26.59

30.5 RT

73+25.16 centerline

Proposed channel splash pad) (36" thick riprap headwall and Place riprap. method A, class 3.

splash pad) (36" thick riprap headwall and Place riprap, method A, class 3.

Proposed channel flowline splash pad 36" thick riprap headwall and Placed riprap, method A, class 3.

Streambed elev. 2255.18 Streambed elev. 2254.86 splash pad 36" thick riprap headwall and Placed riprap, method A, class 3.

Existing ground

CENTERLINE CULVERT SECTION

36" thick taper as shown over culvert

Placed riprap, method A, class 3.

36" thick taper as shown over culvert

Placed riprap, method A, class 3.

arch pipe culvert

Proposed 87"x63"

Step bevel ends (typ.)

0 0

Scale in feet

5 10 15

2260'

Riprap headwall

22'

Splash pad Riprap headwall

10' 22'

Class2, Type B (non-woven Separation - Stabilization Geotextile, Class2, Type B (non-woven Separation - Stabilization Geotextile,

2. Geotextile is incidental to riprap bid item.

existing site conditons.

1. The side slope of roadway prism will match

NOTE:

M in

:3 o v e m b e r

B L

A lt

P r o f il e

S h e

M R

W il d li fe R e fu g e R e p a ir s \d g n \D e s ig n D

G N

D e s ig n \M

T F

W S

C M

M il e c o r.

d g n

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) F.4

9+60 9+70 9+80 9+90 10+00 10+1010+10 10+20 10+30 10+40 10+50 10+60 10+70

2,230 2,230

2,235 2,235

2,240 2,240

2,245 2,245

2,250 2,250

2,255 2,255

2,260 2,260

2,265 2,265

10+80 10+90 11+00

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

INLET

CHANNEL BANKFULL WIDTH:

INSTREAM WORK WINDOW:

FISH SPECIES:

HWQ100:3710 cfs

Q2:122 cfs

HYDRAULIC INFORMATION

INFILL TYPE: None

FLOWLINE SLOPE: -3.44PIPE SLOPE: -3.44%

WALL THICKNESS: 0.111"LENGTH: 40-ft

RISE: 48" SPAN:60" TYPE: Arch

CULVERT

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

OUTLET

arch pipe culvert

Proposed 60" x 48"

51+91

Proposed roadway CL

Proposed road CL

:1 splash pad)

(36" thick riprap headwall and

Placed riprap. method A, class3.

splash pad)

(36" thick riprap headwall and

Placed riprap. method A, class3.

culvert

36" thick taper as shown over

Placed riprap, method A, class 3.

culvert

36" thick taper as shown over

Placed riprap, method A, class 3.

Proposed road grade arch pipe culvert

Proposed 60" x 48"

Proposed channel flowline

Step bevel ends (typ.)

Streambed elev. 2252.44

Streambed elev. 2251.06Existing ground

CENTERLINE CULVERT SECTION

Slope 3.44%

'40'

Riprap headwall Riprap splashpad

10' splash pad)

(36" thick riprap headwall and

Placed riprap, method A, class 3.

splash pad)

(36" thick riprap headwall and

Placed riprap, method A, class 3.

19.8' LT

51+92.92

20.2' RT

51+88.83

Proposed channel centerline

Proposed culvert centerline

0 0 0 0

Scale in feet

5 10 15

Riprap headwall

21.3'

22.8'

2. Geotextile is incidental to riprap bid item.

existing site conditons.

1. The side slope of roadway prism will match

NOTE:

Centerline of culvert

13'

See sheet F.11

Reinforced Dip

Class2, Type B (non-woven Separation - Stabilization Geotextile, Class2, Type B (non-woven Separation - Stabilization Geotextile, :2 e b r u a r y

C u lv e r t li n e r

P r o f il e

S h e

C M

W il d li fe R e fu g e R e p a ir s \d g n

\D e s ig n D

G N

D e s ig n \M

T F

W S

C M

N ic h o ls C re e k c o r.

d g n

PLAN & PROFILE

NICHOLS CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) E.11

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

2,250 2,250

2,255 2,255

2,260 2,260

2,265 2,265

2,270 2,270

2,275 2,275

2,280 2,280

0+30

SAND CREEK AOP

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

INLET

CHANNEL BANKFULL WIDTH: 22ft

INSTREAM WORK WINDOW:

FISH SPECIES:

HWQ100: 6140 cfs

Q2:214 cfs

HYDRAULIC INFORMATION

INFILL TYPE:

FLOWLINE SLOPE: PIPE SLOPE:

WALL THICKNESS: LENGTH:

RISE: SPAN: TYPE:

CULVERT

HEADWALL: Riprap

BEVEL: 2 (h) : 1 (v)

LOWER BEVEL HEIGHT: Per manufacturer

BURIAL DEPTH: N/A

INV N/E ELEV.:

OUTLET

elevation 2257.15

Proposed channel

0+43 elevation 2256.10

Proposed channel

1+29

Existing ground

Proposed road CL

Slope 1.22% flowline Proposed channel method A, class 3 Placed riprap, bridge deck Prefabricated steel streambed material Backfill with native

Sand Creek

Scale in feet

5 5 1510

Sheet F.7, for details.

See Stream Reconstruction Details, Reconstruct steam channel.

Proposed road CL

93+80

93+60

93+40

Construction limits Construction limits

Existing roadway

86'

:5 u g u s t

L S a n d C r e e k A

O P

S a n d C r e e k A

O P

S h e

C M

W il d li fe R e fu g e R e p a ir s \d g n

\D e s ig n D

G N

D e s ig n \M

F W

C M

S a n d

C re e k

B ri d g e c o r.

d g n

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) F.6

Concrete abutment

36" Depth method A, class 3

Placed riprap, stream bank

Edge of material, 18" depth

Native streambed material

Top of streambed

Existing ground

Existing ground material, 18" depth

Native streambed

SAND CREEK STREAM RECONSTRUCTION

1+10 TO 1+29

0+42 TO 0+70

TYPICAL SECTION B

SAND CREEK STREAM RECONSTRUCTION

0+70 TO 1+10

TYPICAL SECTION A

the existing channel).

with 1.5:1 side slopes (intent to match to construct a 10 foot deep channel large rocks and concrete) as needed

Place embankment material (including

Streambed elevation: 2256.10

5'15'3'10'5' 15' 3'

Varies12.5'4.5'16'Varies 12.5' 4.5' ty p

O c to b e r

U n ti tl e d S h e

C M

W il d li f e R e f u g e R e p a ir s \d g n

\D e s ig n D

G N

D e s ig n \S tr e a m

D e ta il s .d g n

DETAILS

STREAM RECONSTRUCTION

SAND CREEK

STATE PROJECT

NUMBER

SHEET

MT FWS CMR 61520(1) F.7

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

from the top of the pipe to the top of the rigid pavements. Measure maximum fill height pavements, and to the top of the pavement for pipe culvert to the subgrade for flexible

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

STATE PROJECT

A u g u s t

U m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

NOTE:

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCH

CORRUGATION

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as [1]

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the [2] dimension of the end corrugation in the pipe.

[1]COUPLING BANDS FOR METAL PIPE CULVERT

Use annular corrugated bands with pipes having annular corrugations or with helical pipe [3] the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

[4]BANDS

CORRUGATED

SEMI-

[2]SIZE

[3]BANDS [5]BANDS

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

BoltsBand

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

e p te m b e r

U m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth…

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File details come from the government source that posted it. Updated Aug 24, 2022.